Loading...
HomeMy WebLinkAboutPermit D18-0140 - VOL 2 - FOSTER HIGH SCHOOL - RENOVATION AND REMODEL (PLANS ONLY)FOSTER HIGH SCHOOL MODERNIZATION AND ADDITION TUKWILA SCHOOL DISTRICT PERMIT SET REVISED BLRB ARCHITECTS 5 6 7 18 4:23:46 PM A B D F G Know what's below. Call before you dig. ' A DITI F *STE IG SCHOOL E IZ A TI • • A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. SOUTH 142ND STREET I MATCH -L 0 Z' LEI C:3 - ar7 Tatc_tt taa-1 tacit I ' " 1,1 1'1 • a SOUTH 144THISTR7\--E-E-T SITE ADDRESS 4242 SOUTH 144TH STREET TUKWILA, WA 98168 VERTICAL DATUM NAVD 88 CITY OF SEATTLE VERTICAL BENCHMARK NO. 93V-902 (815) COPPER PIN IN CONCRETE AT INTERSECTION OF SOUTH 144TH STREET AND 46TH AVENUE SOUTH. PUBLISHED ELEVATION 287,900' BASIS OF BEARING NAD 83/91 WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE KING COUNTY AND CITY OF SEATTLE HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS SNH-019 AND 3457. POINT NO, SNH-019 N-175798.724 E=1277107.789 AT THE INTERSECTION OF 24TH AVE 5 & S 146TH ST POINT NO. 3457 N.1790888.426 E=1279798.489 AT THE INTERSECTION OF 32ND AVE S & S 136TH ST A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS NORTH 39°1649" EAST, "7- GRAPHIC SCALE 0 30 60 120 rt. 60 FEET PARCEL NUMBERS KING COUNTY PARCEL NUMBER 1523049108 UTILITY NOTE 1, SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS.BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 4, CALL 1-800-424.5555 BEFORE ANY CONSTRUCTION. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES, TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. OWNER/APPLICANT TUKWILA SCHOOL DISTRICT, Go KMB DESIGN GROUPS, INC. 906 COLUMBIA STREET SW, SUITE 400 OLYMPIA, WA 98501 PHONE 360 352-8883 CONTACT, JEFF FEENEY EMAIL: jefffeeney@kmb-archtects.com ARCHITECT BLRB ARCHITECTS 1250 PACIFIC AVENUE, SUITE 700 TACOMA, WA 98402 PHONE (253) 627-5599 CONTACT: JOHN WHITE EMAIL: jwhite@bIrb.com SURVEYOR AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PHONE: (253)383-2422 FAX (253)383-2572 CONTACT: DAVID FOLIANSBEE, P.L.S. EMAIL: dfollansbee(gahbl.com CIVIL ENGINEER AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PHONE (253) 383-2422 CONTACT: DAVID NASON, PROJECT MANAGER EMAIL: cloason@ahbLcom LANDSCAPE ARCHITECT WEISMAN DESIGN GROUP 2329 E MADISON STREET SEATTLE, WA 98112 PHONE (206)322-1732 CONTACT: ANDREA LEUSCHKE EMAIL Andrea@wcIginc.com GENERAL NOTES 1. ENGINEER OF RECORD SHALL PROVIDE AN ENGINEERS CERTIFICATION TO THE CITY OF TUKWILA AFTER FACILITY INSTALLATION AND PRIOR TO PERMIT, FINAL INSPECTION AND/OR CLOSEOUT PER CITY OF TUKWILA REQUIREMENTS. CONTRACTOR NOTIFY ENGINEER WHEN ALL PUNCH LIST ITEM HAVE BEEN ADDRESSED IN ORDER TO COMPLETE FINAL INSPECTION TO COMPLETE CERTIFICATION. 2. CONTRACTOR SHALL COORDINATE WITH FIRE MARSHAL FOR EMERGENCY VEHICLE ACCESS DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT RECORD DRAWINGS TO ENGINEER FOR SUBMITTAL TO THE CITY OF TUKWILA WHEN THE PROJECT IS COMPLETED. AS SLATS ARE REQUIRED FOR ENGINEERS CERTIFICATioN. 4. ENGINEER OF RECORD SHALL PROVIDE AN ENGINEER'S CERTIFICATION TO THE CITY OF TUKWILA AFTER FACILITY INSTALLATION AND PRIOR TO PERMIT FINAL INSPECTION AND /OR CLOSE OUT. 5. CHANGES OR REVISIONS TO THE ORIGINALLY APPROVED PERMIT DRAWINGS SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL CONTRACTOR TO MAINTAIN AND PROVIDE MARKED UP DRAWINGS AND SPECIFICATIONS INDICATING AS CONSTRUCTED CONDITIONS FOR ALL CIVIL WORK INCLUSIVE OF ELEVATIONS AND EXISTING SITE UTILITIES ENCOUNTERED. TRENCH NOTE ITE 38 VICINITY MAP NOT TO SCALE SHEET INDEX SHT# DESCRIPTION COVER SHEET SITE SURVEY DEMOLITION PLAN - NORTH DEMOLITION PLAN - SOUTH C0.00 SV1.00 C1.00 C1.01 C1.02 7200. C2.10 C3,00 C3.01 C3.02 DEMOLITION PLAN 'EAST TESC PLAN TESC NOTES AND DETAILS GRADING PLAN - NORTH GRADING PLAN SOUTH GRADING PLAN - EAST C4.00 C4.01 7402 C4 10 C4.11 C4.12 C5.00 STORM PLAN - NORTH STORM PLAN - SOUTH STORM PLAN - EAST STORM NOTES AND DETAILS STORM NOTES AND DETAILS STORM NOTES AND DETAILS UTILITY PLAN C5.10 C5.11 WATER NOTES AND DETAILS WATER NOTES AND DETAILS C5.12 C5.13 C5.14 WATER NOTES AND DETAILS SEWER NOTES AND DETAILS SEWER NOTES AND DETAILS C6,00 C6.01 HORIZONTAL CONTROL AND SURFACING PLAN NORTH HORIZONTAL CONTROL AND SURFACING PLAN' SOUTH 7602 HORIZONTAL CONTROL AND SURFACING PLAN - EAST C6.10 SURFACING NOTES AND DETAILS C6.11 SURFACING NOTES AND DETAILS UTILITY PURVEYORS WATER: KING CO. WATER DIST 4125 SEWER. VALLEY VIEW SEWER STORM DRAINAGE CITY OF TUKWILA POWER, SEATTLE CITY LIGHT GAS: PUGET SOUND ENERGY TELEPHONE CENTURYLINK CABLE TV: COMCAST IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09,3(3)13, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. CHAPTER 49.17 RCW. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253)383-2422 FAX: (253)383-2572 CONTACT: DAVID NASON, PE KO Know what's below. Call before you dig. ft.PPLICA01- SWELL Su7 A gatsioN) [o "Pc-eigLtc_b3DA_Ws pEki-iir go /7- /Ea REFLEcr SITE REVISiov•),S 4-P7r:A PERH IT 144-S / ssu ED A ADDENDA 3 - 10.3,18 A ADDENDA 1 - 9.17.18 Reosions• Sheet Title: COVER SHEET DosIAned Dr500 Ch000ed GhOnt 98 C0.00 1 of 27 She.. 4070 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 3001 Street, Sudo 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX weahaeorn WEB RECEIVER CITY OF TUKWILA DEC 20 2018 PERMIT CENTER CORRECTION LTR# 2.. 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Pr" Foster High School Modernization and Addition Tukwila School District BLRB a rchitects r,TA-6:3r4A 'iliSDPaelic A 'WOO 080999880898491900918999 Drawing Title: COVER SHEET D'e 09.05.2018 Revised 12/19/2018 Dr'' BY TJM Pr.", N° 16.08 Sheet No. CO•00 of .441 BLRB ARCHITECTS, P.S. J 2 3 4 5 6 7 9 /2018 4:23:46 A B C D E F G H K VERTICAL DATUM NAVE)88 CITY OF SEATTLE VERTICAL BENCHMARK NO.92V-902 (815) COPPER PIN IN CONCRETE AT INTERSECTION OF SOUTH 144TH STREET AND 46TH AVENUE SOUTH. PUBLISHED ELEVATION 282.9001 BASIS OF BEARING WASHINGTON e3/91 STATE PLANE COORDINATE SYSTEM, NORTH ZONE KING COUNTY AND CITY OF SEATTLE HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS SNH-019 AND 3457. PONT NO. SNH-019 N-IT5T98.724 1277107,789 ATTHE INTERSECTION OP 24TH AVE S S 146121 ST. POINT 1799888.426 =1279798489 AT THE INTERSECTION OF 32ND AVE S S MTH ST, LINE BETWEEN THE TWO FOUND MONUMENTS BEARS NORTH 391181491 EAST. UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE THERE MAY BE UTILITIES THAT EXIST ON THIS SIZE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISI8LE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTUTIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL INC. ASSUMES NO UABIUTY FOR THE ACCURACY OF SAID DATA 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. RELIANCE NOTE THIS SURVEY WAS PREPARED AT THE REQUEST OF JEFF FEENEY FOR THE SOLE AND EXCLUSIVE USE OF KMB DESIGN GROUPS, INC AND THE TUKWILA SCHOOL DISTRICT. RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXCEPT THROUGH EXPRESS RECERTIFICATION MI THE PROFESSIONAL LAND SURVEYOR WHOSE STAMP AND SIGNATURE APPEAR HEREON. EQUIPMENT USED Y TOTAL STATON UTIUZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. SURVEYOR'S CERTIFICATE OAVID C. FOLLANSBEE A PROFESSIONAL LAND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN AUGUST 2016 AT THE REQUEST OF KMB DESIGN GROUPS INC FOR THE TUKWILA SCHOOL DISTRICT OAVID C. FOLLANSBEE. PLS 45161 DATE Know what's below. Call before you dig. ST F STER HIGH SCHOOL MODERNIZATI !, N & ADDITI N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. STCB 5261 RIM=28702 12" CONC E IE=283.82-- S5H 5252 RM=287.68 VC N-5 CANER CH 'EL=276.55 10'PVC W E-276.98 LADDER E STCB 1597 RIM=280.51 4" PVC E 1,285.43 12" CONC NW IE=28,51 STCB 5354 RIM=288. �'GH00 12" CONC SE 1E=265.92 STMH 5268 RIM=28912 12" CONC N 1E=28412 12" CONC N" E=284.12 12 COLIC S F.=28412 12 CONC W E-284.12 8 TO 3 51'CB 5207 ROA-288.72 12" IP E IE=284.42 8" CPP SW 1,28512 5TC8 5269 RIM-289.13 8" CPP NE IER206.18 6" PVC 5IE-=286.18 4" PVC NW IER286.36 SSMH 5238 RIM-289.82 " PVC N-S CENTER CHANNEL=278.17 LADDERS ROW N STMIL 5278 RI18=290.74 12" CONC N IE=285, 12'• CONC E IE=285.74 12" GONG W IE=285.74 LADDER SE STCB 5279 RIM=290.28 12" CONC E IE=286.03 8" CPP S IE=.286.18 8" CPP W IE-286.. SCHOOLS XIING 1 HE PARK H TO3 57C0 5294 RIM 290 79- 8• CPP N E 288.06 4" PVC W IE-288.46 STCB 5300 RIM=289.81 12" IP S 1,287.21 12" IP W 1,287,46 STCB 5297 RIM-289.85 12" IP E IE-287.62 4" PVC W IE-287.83 STCB 5299 RIM=289.38 12" IP N IEr286.88 12" CONC S IC 286.I/8RK 12' CONC W le 288.8838-OP B 5298 R M 289.50 1" PVC W IE=287.80 STCB 646 RIM=2B9.11 SE 287.41 STCB 5645 2 -20922- 18' CPP SE lE8285.07 12" CMP IER.285.67 COULD NOT SEE PIPE NW LADDER SSMH 5647 RIM 289.86 10" PVC N/10 CLAY E-W CENTER CHANNEL 279.36 LADDER S FLOW N STMH 5644 RIM 28➢.27- 12" CONC NE IE=282.47 18" GONG S IE=282., 18" CONC NW IE-282.27 STmH 1593 RIM=287.4J 551A1i 2188 IM=279.50 12" C 8" PVC N-S/6" PVC SE 12" CONC SE IE=283952 CENTER CHANNEL=2.7115 .ADDER tv ROW N -Ls�Tc L22" CONC S 2-,26'e9$J 1249NCSW IE=284.19 -v8.2(tI RONC NW IE=28424 WATER VALVE MARKER ct -STCB T596TRI 12" CONC 5 05T IGe AL TUK TRA SIG WASHER 29544 EU-283?S-�'TFv1 774 UNIT FF-290.16 T 48 STUMP- 1Ra o•I OWED 288.198 STMH 1766 R M 281.03 88 "CONC N IF 27318 t _ CPP NE". F 403'5163 • --8`PVc'Nrz7Y8- ➢'ConCSEiE OUTHLA f42NCG' ' R2, 41•'8 STM HABITATS,./ BITATS,.' IR" FF=288+98 -STCB 848 RIM 281,46NlILPInW FF=2881.8 12" GNP N LE 12'' CPP SIE=281.51 STCB 5567 RIM=286.83 12" CPP NE IE=282.01 6" PVC NE IL=22/e 8" PVC NE IE=282.43 12" CPP 5 IER282.15 rR00F=326.89 F=288.15k ROOF=319.30 FF=288.16 STCB 5638 RIM-287.11 6` PVC NE IE=284.81 6' PVC SE 1,284.81 5T9 8 Sa'i6WRA�28MN1110 12 CPP 1pJgER28Y�jiIDGE 2 CPS IE -287.5 ' STCB 551J RIM 22.57 12 CPP N E-282.57 81MPVC'�qqR=283.87 v' 218ff PP. 845E .Td\ t : to' '• C.. N 1,.-283.85 �•p 5TC8 5641 289.78 G S CB <I RIM 259.6 8"p9 12"C 1.11E Z8454- 1 12" GONG SW SSMH 5648 R M=290.06 10" CONC E/10 CLAY W CENTER CHANNEL. 282.96 LADDER W FLOW W STCB 5643 RIM=288.73 12" CONC NE IE=284.68 12" CONC SW 1E=284.58 12" CONC NW IE=284.92 FF=288.228 =288.14 FF=288.20 t18 6E98 RIM-288.48 PP E IE=282.88 =283 rs E 283 37 =NW-Itc "873.3€ STCB 6605 RIM=289.42 12'• CMP N IE=287.17 12" CONC F IE-28787 852 RIM=284.07 jHt STCB 851 RIM-283104` 12" CPP NEIE=28(pj 4V' 12`GOMP '4 2805+4 5TT0 7315 R M-288-90 3 PVC NE 1E8,88.35 FF5S243895W E8288.20 M3+---I-STC6 2187 RIM-279.02 12" CPP N IE=273.67 A 12" CPP S IE=273.67 ADDER E 04/ FF=288.143 -WATER VALVE{yM�rARKER STCB 1914-1:27A39 --17 - Att -ETCH 2143 RIM 2865 - X2 12 CPP N IE18-27.94 23E - b 2=C4P..6W I8:?J3.L9 1 g PVC EE28 _-- -- n ..-;fit)81LueI, STCB 1969 RIMx287.74 6" PVC 5E IE=284.84 6" PVC W IE=284.84 6Pc6 6ra[R,289188119 - I6" PVC6N 1E-285.29 6" PVC E E_285.94 ' 6" PVC S IE=285.34 STCB 1976 RIM=288.36 6" PVC N 1E=284.96 6" PVC 5 1,284.96 6" PVC W i6=284.96 gr. 1977 RIM-288.54 6" PVC N IE=28574 6" PVC E 1,285.69 4" PVC E 1E=286.39 PVC VC 5 IE=285 74 AHBL 9113 REBAR AND CAP d N:176748.2306 E:1282843.5242 ELEV: 287.39 STCB 2255 RI11 285.89 �12 PVC E E1E-281. 12" CPP SE I281.5429 8" PVC S IN_LE-.SA M20 ®WJL=7 6.69_ ADDER N. RIM-286.60 FOSTER HIGH SCHOOL STCB 6600 R81-285.66 8" PVC 5E IE=28341 8" PVC NW 1E=28356 FF-288.15t STCB 6601 RIM=28 Oa 00 Fi•,.. STCB(6606 RiM=269.8z 2" P4C N IE=287.32' _t1.p SAP 5RIR IF--28J.42P 1--PICTURE OF FIRE TRUC PVC E IE=2 FF 288.1168 FER28' •.,, .158 28815 5 EE-526E3 7REM 87.91 8"£PVC SW I284.61 PVC VC NW IL 284.33 STCB 2252 RIM 266.68 B PVC NE IE-283.81 FF-288.15 ROOF=319.69 FF-288.128 FF=288.168 ROOF-311.30 F8.280.168 288,138 R902 M1,n 6* 6,814840 =286 69-1 86 P P-- 9 STCB 6603AI. 288.13 r FOS'I'64 HIGH 12" PVCA IE-285.83 SCHOOL SIGN SSMH 6663 RIM-288 10 CONC F IE 285.518 0 CONC W IE 284.512 CENTER CHANNEL265.01 FLOW W STCB 2967 RIM=2 IE=28 STCB 2966v21 287.29 B" PVC S 1E-24.82 -587•-49 5 FW H144fl8 STREET`"?-7 5 ... _<_SI---<-s-� <- J - s '-STCB 6604 R M=288.3/ e 12" CMP N IE=285.62 STCB 10510 RIM=290,73 - 12" CMP E IE285.57 12" CMP N IE288.18 12" CMP SE IE=285.47 12" CUP E 1E8288.13 12 CMP W [ 285.77 12' CMP W 1,288.08 'o STCB 2730 RIM=286.47 8" PVC 5E IE=284,07 8" PVC W IE-283.92 ( TC8 2694 RM=286. f 8" PVC 4V IE%283.3613 SSMH 4004 RIM=289.05 8" PVC N/ 6" PVC 5 CENTER CHANNEL=280.28 LADDER W FLOW N SSMH 4005 RIM -268.80 6 PVC N SE CENTER CHANNEL=28060 HBL AND NAIL ,8,2D WASHER N 1J69J8.6810 2@20' -Etv.'ta ft - _ i I N015..'5'� - D�7.-- - _-T` 10' PUT PAD GSD STCB 2711 RI1/=286.43_ I7 8' PVC S IE-284,73 I' 8" PVC NW IE=284.63 STCB 2705 RIM-286.58 8" PVC N tE-284.90 F u6' i 316" ; ara"491:7_ STCB 3324 RIM=287.22 W,_ �- CJNC SE IE=28k J2 PVL SW IE=284.5J lid SRA 2970 RIM=286,07 8" PVC NE 1,282.87 12 CPP SE IE=282.82 PIWI8 21CRP NW IE2842 III STCB 29I69 TRIM .2' CPP SE IE-283. 8 PVC SW IE=28226 l2" CPP N i IE=2H3]7 ISICB 2968 RIM=286 12' PVC S IE=284.33 8" PVC NW IE=28,3 IN' CRP IBw 4E- 541 -i-OMB 2965 N RIM4 8" PVC 84.54 18" PVC 1F 284.5 r�i�i�1 5 RI R M' 291.04 I_ STCB 10315 R M 29496 12 GNP E cE 29211 12' CMP S -292.03 12 CMP W IE- 292.11 STCB 10320 H81299.0 12" CMP N 1E8296.9 8 CEEP I 6 9fi<.23 5584 10442 RIM 295.460Q PVC E S W CENTER CHANNEL=287.96 FLOW W 8Ir1 LEGEND GRAPHIC SCALE 0 20 40 80 FEET 1"=40 FEET A SET NAIL AND WASHER it Ii Qo SET REBA AND CAP L� 0 BOLLARD RAN SIGN AS NOTED pOTp UNKNOWN VAULT TEST PIT "•,AL i ! SANITARY SEWER CL oOUET STORM CLEANOUTI SANITARY SEWER M� STORM CATCH BASIN STORM MANHOLE CBDRAIN E RISER GAS METER 0 ELECTRICAL CABINET O POWERTRANSFORMER E- GUYANCHOR -0- UTY POWER POLE • NCTION BOX • POWER MANHOLE 'y QJ POWER METER © R VAULT LUM NAIRE (� COMMUNCATONB MANHOLE "-' TELEPHONE R SER - O TELEPHONE VAULT "" (f FIRE DEPARTMENT CONNECTION - R FIRE HYDRANT © HOSE BIB IRRIGATION CONTROL VALVE WATER METER WATER VALVE WATER VAULT --D -STORM LINE - - - S - SEWER LINE NE ----!i GASLINE ---P -ELECTRICAL LINE - T - COMMUNICATION LINE OHP - OVERHEAD UTILITIES -2-4-8-9- FENCE 1 TREE KEY ASPHALT CONCRETE C-CEDAR. F FIR P-PINE CWCOTTWOOD, WIMPLE UONNNOWN Know what's below. Call before you dig. LY TACOMA • SEATTLE • SPOKANE • TRI-CITIES Project Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set 5 Date. PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 /'A A ADDENDA 1 - 9.17.18 Revisions: Sheet Tide: SITE SURVEY Designed bv: Dee. bv: Checked bv: Shoat No, SV1.00 2 of 27 Shaata TACOMA • SEATTLE • SPOKANE • TRI-CITIES J/4N1 04 2013 City 08 TLIkw i(B BUIL00113 D/VICI 4 ADDENDUM 10/8/161 ADDENDUM 10/3/18 ADDENDUM 1 9/17/16 NUMBER DESCRIPTION DATE DRAWING REVISIONS 2215 North 30th Street, Suite 300 T )Yg98,403 253.383.2422 TEL 253.383 2512 e lr ;29 'L'WW_/i DEC 20 2018 PERMIT SET r Foster High School -7 Modernization and Addition Tukwila School District BLRB .Tic - TACOMA LSO Pat DAD St,N139 Will WI SU 253 62,50 BLRB Com Drawing Title: SITE SURVEY Date: 09.05.2018 Drewn By: TJM Remaaa: 12/19/2018 PI/OIXN6, 16.08 Stamp �84p 5 eC °°4 At� 9�� Sheet No. SVI.00 ® sto NAL W 'A of / PERMIT CENTER BLRB ARCHITECTS, P.S. 5 6 7 A B C D E F G K Know what's below. Call before you dig. 1<4 L 'I J --STCB t5Ei 2 h PVC E E5.4342 C N�c =VW e=®eost LOST / SIGNAL I ISTCB 849 RIM=28 2' CPP NE IE=281, ry 2 CPP S IE=280.5 IP NW IE=281.11 DDER W / STCB!52]T-T 1ff ti ij�I R oNczwl --j�` 1 Ill hill ifzazs�' MATCH LINE SEE SHEET C1.01 I T dl ill TO DEMOLITION NOTES: F 'STER HIGH SCH OL MODERNIZATIO & ADDITIO A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. SOUTH142ND STREET ANTENNA, FF=290.30± AC UNIT FF=290.160 48" SNMP 'fRANGFORTAT I CIJ elJ 1 LO I NC, FF=288,19 G SCH00L-YARD--, m HABITATS I 187 RIM?=2Ee02 / I 'MP S G- -�--- 12 OFP SW IE=27s. N 8" CUP OVERFLOW N`� \ TOP=280222 I RS27..7, r�\ I ( l -283- EXISTING TRANSP STA.0 .BUILDIN SHALL E. INT•tNNEE QV AN.ABR ONDITION.(WCLUD(NG,ALL,UTIL8T1'SERVICES)UNTIL EINAE PFiASE'OF.CONSTRUCDN.'ST .','j.2EASE.NOTE:.A6EPARAT6DEMOUTI.ON'¢ND UTtL1TY,5.?PlN9,PE5M(T,i$ REQUl EEp;'12 STC9 850 RiM 286 07 • 12 CPRNE'IE 28082 2 PVC S IE=281 99 12 CPP SW4E 280:87 _774- =288.19± FF=288.19 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. 2. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS. PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 3. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 4. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS PROVIDED FOR THE NEW BUILDING, 6. COORDINATE POWER DEMOLITION WITH P.S.E. AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS, 7. GAS DISCONNECTION BY P.S.E. CONTRACTOR TO COORDINATE WORK WITH P.S.E. CONTRACTOR TO DEMOLISH ABANDONED SERVICE. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED, 8. CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET, SEE BMP C140. 9. SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. 10. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR INVASIVE SPECIES REMOVAL REQUIREMENTS AND TREE PROTECTION REQUIREMENTS, 11. ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER WAC 332-120 AT NOT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL RESOURCES AS NECESSARY. 12. DEMOLITION AND CAPPING OF ABANDONED FIRE SERVICES REQUIRE A SEPARATE FIRE UNDERGROUND PERMIT. SEE FIRE NOTES ON SHEET C5,00. el d 12"-_e COLUM repY 13. COORDINATE DEMOLITION OF ASPHALT WITH TESL PLAN, MAINTAIN PAVEMENT AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE STUDENT ACCESS ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE - PROVIDE A SAFE PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS. 14. UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL ASBUILT LOCATION. 15. TREE PROTECTION SHALL BE INSPECTED BY PLANNING STAFF PRIOR TO BUILDING DEMOLITION. 15' 46"E =' 851' RIM&283,04.'. CPP. NE 1=280,47. CPP.'SW I =280.54: 27.29' PLEASE.NONOFAR EAIfE'.... • ITLONAND.UTIO - .'CAP,27203,P,ERM77,1$ REQUIRER' 20',R'T7?E REMOYP•l OF 7110' e- 'BLES. Li'rtmall" KEYNOTES: OPROTECT EXISTING TREE, TO REMAIN. SEE LANDSCAPE SHEET L2.01 0 CUT AND CAP EXISTING UTILITY. OSEE BUILDING DEMOLITION PLANS IN ARCHITECTURAL SERIES. 0 PROTECT EXISTING UTILITY, TO REMAIN, OPROTECT EXISTING STRUCTURE, TO REMAIN. 0 DEMOLISH EXISTING TREE. ODEMOLISH EXISTING SIGN. 0 DEMOLISH EXISTING UTILITY, O DEMOLISH EXISTING ASPHALT. 10 DEMOLISH EXISTING CONCRETE. ii DEMOLISH EXISTING FENCE. COORDINATE REMOVAL OF EXISTING PORTABLES WITH r';')DISTRICT. CONTRACTOR IS RESPONSIBLE FOR SIDEWALK DEMOLITION/REMOVAL, UTILITY DEMOLITION/REMOVAL, AND SURFACE RESTORATION. 13 REFER TO ELECTRICAL DRAWINGS FOR PORTABLE UTILITY DEMOLITION. 14 PROTECT EXISTING VEGETATION, TO REMAIN. GRN(FFL -- -'_ INHUMATION TRENCH STCB 1993 RIM=287.30 6" PVC E IE®284,45 6' PVC SE IE=284.45 6' PVC NW IE=284.45 O / LEGEND: e/' PVC SW IF=232.26\ aT - I STAB 196 6' VC S 6' VC W I=STty 1972 16'PVCN 6' PVC S 1,L S5CB 197t 6A PVC N PVC S PVC W ('I I \ I` TCB 1975 PVC N " PVC E PVC E Iz rPVCS Iz 0 2255 R11 a"Pvc c1 SL / / l / / / - REMOVE EXISTING CONCRETE REMOVE EXISTING ASPHALT REMOVE EXISTING TREES PROTECT EXISTING TREES. TO REMAIN. CLEARING/PROJECT LIMITS SAWCUT LINE REMOVE & DISPOSE OF EXISTING UTILITY & STRUCTURES - - -XXX- - - EXISTING MAJOR CONTOURS -----XXX----- EXISTING MINOR CONTOURS PHASING NOTES: 1. PRIVATE FIRE MAIN RELOCATION SHALL BE PERFORMED IN EARLY 2019, IN ORDER TO ALLOW FOR PHASE 1 BUILDING ADDITION. MAINTAIN SERVICE TO EXISTING SOUTHEAST SCHOOL WING. 2, WATER SERVICE TO PORTABLES SHALL BE MAINTAINED AND PROTECTED UNTIL THE PORTABLES ARE REMOVED FROM THE SITE. 3. PRIVATE SIDE SEWER AND MANHOLE INSTALLATION SHALL BE PERFORMED IN EARLY 2019, IN ORDER TO MAINTAIN SERVICE TO EXISTING SOUTHEAST SCHOOL WING AND ALLOW FOR PHASE 1 BUILDING ADDITION. 4, DETENTION CHAMBER INSTALLATION SHALL BE PERFORMED IN SUMMER 2020, THE CONTRACTOR SHALL UTILIZE THE EXISTING NORTH ASPHALT LOT IN PHASE 1 ASA LAYDOWN AREA. EXISTING STORM THAT IS WITHIN THE PHASE 1 BUILDING ADDITION SHALL BE TEMPORARILY REROUTED AND PUMPED AS NECESSARY TO THE EXISTING 36" DETENTION PIPE UNTIL THE CHAMBERS ARE INSTALLED. 5. BAKER TANKS SHALL BE ONSITE UNTIL THE DETENTION CHAMBERS ARE INSTALLED TO AID IN TESL. 6. THE EXISTING TRANSPORTATION BUILDING SHALL BE PROTECTED AND MAINTAINED, INCLUDING ALL UTILITY SERVICES, UNTIL THE FINAL PHASE OF THE PROJECT. 7. DURING THE PHASE 1 BUILDING ADDITION, INTERIOR COURTYARD DRAINAGE AND DOWNSPOUT CONNECTIONS SHALL BE INSTALLED AS NECESSARY. 8. A CLEAR AND PROTECTED ACCESS ROUTE BETWEEN THE PORTABLES AND EXISTING SOUTHEAST SCHOOL WING SHALL BE MAINTAINED THROUGHOUT THE SCHOOL YEAR. COORDINATE WITH THE DISTRICT IF, AT ANY TIME, THE ACCESS ROUTE WILL BE JEOPARDIZED BY CONSTRUCTION ACTIVITY. 9. AN EMERGENCY VEHICLE ACCESS (EVA) ROUTE SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE PROJECT. 10, REFER TO THE PHASING NOTES IN THE ARCHITECTURAL PLANS FOR ADDITIONAL PHASING REQUIREMENTS. GRAPHIC SCALE 0 10 20 40 1" 20 FEET Know what's below. CaII before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 Prole0t T111e: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Ghent TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206)901-8006 Job No, 2160226.10 Issue Set & Date' PERMIT SET 12/19/18 A ,8 ADDENDA 3 - 10.3.18 A ADDENDA 1-9.17.18 Revisions: Sheet Title: DEMOLITION PLAN - NORTH Designed by: Drawn by: Checked by: Sheet No. C1.00 3 o7 27 Shee16 TACOMA • SEATTLE • SPOKANE ' TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.3832572 FAX www.ahbl.com WEB DECEIVED CITY OF TUKWILA EEC 20 2818 JAI! 0 4 2813 City cf TuhvAla GUILD/NC- DIVi Si ON 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School 1 Modernization and Addition Tukwila School District BLRB .r :.._ TACOMA IMP 1'Ws Wile,) Wash 008402 2536215599 BLRB corn Drawing Title: DEMOLITION PLAN - NORTH Date: 09.05.2018 Drawn By 1 TJM Revised: 12/19/2018 Pr0IeCL N. 16.08 StamP0j Sheet No. r O4� A a „/ C 1.0 0 2376,°� eesslONAL �G A • escm.ert erFLTGR BLRB ARCHITECTS, P,S, J 2 3 4 5 6 7 8 9 A 0 E F 0 H K it z III! 4 1% U MATCH LINE SEE SHEET C1.00 ' 1 7 117 11� ll' -sr / 1L lilt � a I I I I -P Know what's below. Call before you dig. NO PARK - SCHOOL HOURS 639 6.87 E4.282 CPP PARKING \ D DO NOT EXIT STO 5300 -z '�.S IE- 287.21 12. IP \T IE-287.h5 \T \Ai STCB 848 RIM=286.11 IS" CPP N IE=28146 12" CPP 5 IE=281.31 --STGB 5567 RIM=286.83 12' CPP NE IE=282.01 6" PVC NE IE-282.78 8" PVC NE IE=282.43 12" CRP S IE-28115 -STCB 5516 RIM=286.01 12" CPP N IE=282.36 Tr CPP S IE=28230 -28S STCB 5517 RIM-287.57 12" CPP N 1E=282.57 8' PVC SE IE=233.57 12" CPP S IE=282.57 STCB 5635 RIM=287.23 6" PVC SE IE=284.76 =28&216" PVC SW 1E-284.58 S,TOS'.5640.RIM'=288,6,,7, 12"'CPP SE .1E=''22662:92' 12".'C5P.'NW.102262. / r m ®_ye wags mama F • STER HIGH SCH e'OL ODERNIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W. CITY OF TUKWILA, KING COUNTY, WASHINGTON. MAIN BUILDING. FF=288.194 SEE SHEET C5.00 FOR EXACT EXTENT OF SEWER DEMOLITION AND OVERBUILD LOCATIONS. EXISTING SEWER SYSTEM TO REMAIN OPERATIONAL WHILE SCHOOL IS IN SESSION. rR00F=326.89 STCB 5638 RIM=287.11 6" PVC NE IE=284.81 6" PVC SE IE=284.8 3" WATER MOUNTED UNDER SKYBRIDGE PER M2.03 r FF=288.15t FF=268.16 STCB 7119- RIM=285.96 8" PVC SE IE-283.82 FF=288.20t o COLUMN ROOF=319. F=288.22t STCB 5636 RIM=286.98 8" PVC NN IE=283.85 4" PVC E IE=284.63 8" PVC 5 1E=283.83 8" PVC W IE=283.81 =288.20 STCB 5637 RIM=287.11 8" PVC NW IE=284,28 YORCCORE wm_®=yam --U /�@@1 .. STCB 6599 tIM 285.67-'s4 ®/ . A° PVC NE 4 283.37 /0�6598 PRA288.48 12" CPP W ?'\28322 6061E 289.52 I ® ®� 32 CPP N E 28A 88 8" PVC NW F P. 3.37 / ° W fF \08 FU CMP 287.42. R N �P\ O 8, jFULL OF C[RRIS mac" ...�,,:,, k, �...wc...1 O �i • /.. .. ■ � A.-,,... � - v sariJakc �1 G a, 11 B 2255 Rn3 I':. " CI 4 Vim 8"PVC EI cs, '8 PV PP C SEI 8 -- CRP NW Iq V 1E=285 .9^ - m284:04y. iEa28419',' STY0 7315 RIM=288.90 3" PVC NE IE=288.35 6" CAP SW IE=288.20 FF=294.39t FF=294.384 STCB 6600 RIM-285.66 8" PVC SE IE=283.41 8" PVC NW IE=283.56 88J5t i �=E W 0" FF=288.16t STCB 2254 RIM=286.60 8" PVC N IE=283.68 FF=288.22t 8" PVC SE IE=283.70 00F=319.35 8" PVC SW IE=283.35 288.09t PERFORM I N4 AZr5 (NJ I I-2I NO 288.14* GRAPHIC SCALE 0 10 20 40 1" = 20 FEET STCB 6601 RIM=286.91 8" PVC E IE=283.71 8" PVC SW IE=283.71 -FF=288.13t \ _D -e'- 88-77 er 8 PVC 1E4264.9 _p 8' PVC W IE 2845- STCB 6603 R M=288.1 6V� 12" PVC S1E4285.83 I- 3.00' FF=288.16 R00F=311.30 R00F=319.69 - D5, 7- DEMOLITION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. 2. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS PROVIDED FOR THE NEW BUILDING. COORDINATE POWER DEMOLITION WITH P.S.E. AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS. 7. GAS DISCONNECTION BY P.S.E. CONTRACTOR TO COORDINATE WORK WITH P.S.E. CONTRACTOR TO DEMOLISH ABANDONED SERVICE. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED. 8. CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP C140. 9. 10 PV r n FF=288.15t FF=288.15t FF=288.15t FF=288.17t STCB 22 3 RIM=287.91 8" PVC SW IE=284.61 8" PVC NW IE=284.33 STCB 2252 RIM=2 6.68 8" PVC NE IE=2 81 /15. TREE PROTECTION SHALL BE INSPECTED BY PLANNING STAFF PRIOR TO BUILDING DEMOLITION. SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR INVASIVE SPECIES REMOVAL REQUIREMENTS AND TREE PROTECTION REQUIREMENTS. ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER WAC 332-120 AT NOT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL RESOURCES AS NECESSARY. 12. DEMOLITION AND CAPPING OF ABANDONED FIRE SERVICES REQUIRE A SEPARATE FIRE UNDERGROUND PERMIT. SEE FIRE NOTES ON SHEET C5.00. 13. COORDINATE DEMOLITION OF ASPHALT WITH TESL PLAN. MAINTAIN PAVEMENT AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE STUDENT ACCESS ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE - PROVIDE A SAFE PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS. 14. UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL ASBUILT LOCATION.\ KEYNOTES: O PSHEROETTECL2.01.T EXISTING TREE, TO REMAIN. SEE LANDSCAPE 1 CUT AND CAP EXISTING UTILITY. OSEE BUILDING DEMOLITION PLANS IN ARCHITECTURAL SERIES. FT=288.15� O PROTECT EXISTING UTILITY, TO REMAIN. PROTECT EXISTING STRUCTURE, TO REMAIN. FF=288.12t DEMOLISH EXISTING TREE. DEMOLISH EXISTING SIGN. DEMOLISH EXISTING UTILITY. DEMOLISH EXISTING ASPHALT. DEMOLISH EXISTING CONCRETE. DEMOLISH EXISTING FENCE. 0 0 1- W FF=288.164 W COORDINATE REMOVAL OF EXISTING PORTABLES WITH 12)DISTRICT. CONTRACTOR IS RESPONSIBLE FOR SIDEWALK DEMOLITION/REMOVAL, UTILITY DEMOLITION/REMOVAL, AND SURFACE RESTORATION. 13 REFER TO ELECTRICAL DRAWINGS FOR PORTABLE UTILITY DEMOLITION. 14 PROTECT EXISTING VEGETATION, TO REMAIN. REMOVE AND RETURN PLAQUE TO SCHOOL DISTRICT. LEGEND: FF=28813t VJ ROOF=329.0, 1 FF=28814t LLI W ( " - SL - - -XXX- - - -----XXX----- REMOVE EXISTING CONCRETE REMOVE EXISTING ASPHALT REMOVE EXISTING TREES PROTECT EXISTING TREES. TO REMAIN. CLEARING/PROJECT LIMITS SAWCUT LINE REMOVE & DISPOSE OF EXISTING UTILITY & STRUCTURES EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS Know what's below. Call before you dig. NLY Pro loci Title: FOSTER HIGH SCHOOL MODERNIZATION 8: ADDITION TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT TUKWILA, WA 98168 Job No. 2160226.10 Issue Set F. Date: PERMIT SET 12/19/18 A A Sheet Title: DEMOLITION PLAN - SOUTH De sloned Checked by. Stteet NO. Cl .01 2215 North 30th Street, Suite 300 Tacoma, WA 98403 RECEIVED CITY OF TUKWILA CO City cf Tukwila ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School 7 Modernization and Addition Tukwila School District TACOMA AWN Drawmg Title DEMOLITION PLAN - SOUTH 04 Sheet No DEC 20 2018 PERMIT CENTER BLRB ARCHITECTS, P.S. 5 6 7 9 A B C D E F G H Know what's below. Call before you dig. STC[1 2255 RIM=285 8" PVC E IE=281.6V 33, 12" CPP SE IE=281.291 8" PVC 5 1,281.54 36" CMP NW 1"c'-278.69` LADDER NE =287.91 284.61 284.33 252 RIM-286.68 NE IE=2181 I / 88.15 9.89 8.124 6 11.30 ,3 J 2 -U qb ig0 7- - F STER HIGH SCHOOL MODERNIZATION & AD ITI A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. 70. RIM 28607 6•PVC NE.1E 282.87 .'. 12 CPP SE IE-262.82 2".P3/4/ IE=282.83. ... 11.2 � 12"'CdP.`1NW'IE=282.J72_, �'\29 296�2 0 83.522 STCB 2966 RIM-2817.29 8' PVC S 1E-284.82 '®/ STCB 2965 0IM . 8' PVC N IE=284.54 �'^1 \ 17 1 1 1 \I CITY OF TUKWILA, KING COUNTY, WASHINGTON. .34-11911CB2694 R151=286.13 8" PVC W !E=283.36 \srD 71 _ 289-- -29d 85‘J STCB'3324 RIM=2&7.22 \ 8' COI4C SE IE=284.72 ) 8' PI SW 1E-284.87 si1c'9 2968 RIMM=286.73 33 ,2 ; 1E=284.33 112IPVC NW IE .7 t12') CPP NW !�-"<812Ba.23 I II ti LJLf 2v lI / 1 / * � 41� ) T -- i / Sant 10gf}2 rcim Dry 0y 8" PVC s-W /6/ cEsoER, thinsNEI.=ze7 eye. jr rvr IC CURE OOP LADDER E MOW GRAPHIC SCALE 0 10 20 4 20 FEET -SCAM 10412 CHANNEL NW _LADDER NW DEMOLITION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. 2. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS PROVIDED FOR THE NEW BUILDING. . COORDINATE POWER DEMOLITION WITH P.S.E. AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OE LINES WILL NOT COMPROMISE POWER TO OTHER AREAS. . GAS DISCONNECTION BY P.S.E. CONTRACTOR TO COORDINATE WORK WITH P.S.E. CONTRACTOR TO DEMOLISH ABANDONED SERVICE. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED. • CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP C140. . SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. 10. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR INVASIVE SPECIES REMOVAL REQUIREMENTS AND TREE PROTECTION REC3UIREMENTS. 11. ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER WAC 332-120 AT NOT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL RESOURCES AS NECESSARY. 12. DEMOLITION AND CAPPING OF ABANDONED FIRE SERVICES REQUIRE A SEPARATE FIRE UNDERGROUND PERMIT. SEE FIRE NOTES ON SHEET C5.00. 13. COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN PAVEMENT AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE STUDENT ACCESS ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE - PROVIDE A SAFE PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS. 14. UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL ASBUILT LOCATION. 15. FIRE DEPARTMENT ACCESS AND EXISTING HYDRANTS SHALL BE CONSTANTLY MAINTAINED DURING DEMOLITION AND CONSTRUCTION. 16. TREE PROTECTION SHALL BE INSPECTED BY PLANNING STAFF PRIOR TO BUILDING DEMOLITION. KEYNOTES: 0 PsHROEETTECLLEXISTING TREE, TO REMAIN. SEE LANDSCAPE 0 CUT AND CAP EXISTING UTILITY. 0 SsMBETLDING DEMOLITION PLANS IN ARCHITECTURAL 0 PROTECT EXISTING UTILITY, TO REMAIN. 0 PROTECT EXISTING STRUCTURE, TO REMAIN. 0 DEMOLISH EXISTING TREE. 0 DEMOLISH EXISTING SIGN. 0 DEMOLISH EXISTING UTILITY. 0 DEMOLISH EXISTING ASPHALT. 0 DEMOLISH EXISTING CONCRETE. 0 DEMOLISH EXISTING FENCE. COORDINATE REMOVAL OF EXISTING PORTABLES WITH 17,3‘ DISTRICT. CONTRACTOR IS RESPONSIBLE FOR SIDEWALK 4j31" DEMOLITION/REMOVAL, UTILITY DEMOLITION/REMOVAL, AND SURFACE RESTORATION. t/T,•\ REFER TO ELECTRICAL DRAWINGS FOR PORTABLE UTILITY .2:3/ DEMOLITION. 0 PROTECT EXISTING VEGETATION, TO REMAIN. LEGEND: XXX REMOVE EXISTING CONCRETE REMOVE EXISTING ASPHALT REMOVE EXISTING TREES PROTECT EXISTING TREES. TO CLEARING/PROJECT LIMITS SAWCUT LINE • REMOVE & DISPOSE OF EXISTING UTILITY & STRUCTURES EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS Know what's below. Call before you dig. Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST (206) 901-8006 Job No. 2160226.10 Issue, Set & Date: PERMIT SET 12/19/18 RoyIsionsi Sbent Title' DEMOLITION PLAN - EAST Designed byi Drawn by: Checked by: Sheet No. North 30th Street, Suite 300 Tacoma, WA 98403 City ct Tukwila ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tulcwila School District TACOMA 1255 Pa, 52 Ave SEW 200 Drawing Title DEMOLITION PLAN - EAST DECtEvVED ry of CITY OF 10KWIL BLRB ARCHITECTS, P.S. PERMIT CENTER 5 6 7 9 A B c D E F G H K 10AD'94ROSW le=a¢a. 19 2312h151.0NC NW IE=28424 -WATER VALVE MARKER -STCB 1598 RIM= 12" CONC s 127 4c N IE5T - SOUTH 142ND STRE F STER HIGH SCHOOL MODERNIZATI N & ADDITI I N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. STMH 1766 RiM=281.O3�1IJ8 8 CONC N 16=273.18 i42DNE' E=4h: "B8- '-!i E3rC E,.Cht-] E88= LQIC-SCIE RD - _-- OJT - \I I `�j 1- ---ST56 848 R141,86.11 12" CPP N IE=281.46 12" CPP S IE=281.51 STCB 5562 RIM-286,3 12" CPP NE 1E-28E01 6 PPVC VC .NE IE=28228 8" NE IE=.282.43 2" CPP S IE=28315 } STCB 5516 RIM=286.01 123 CPP N E 282.36 2 CPP 5 tE236 STCB 5 7 R 2--287 2 CPPE .282 6,5.5PVC SE IE 286.52 1 12" CPP S IE=28257 1ACE CA' $9#ECY56 IM-289.78 2 CU C S6E6,286.98 18" PV I 11,289.64 r=rn4aa- G 12 CONC S SSMH 5648 RIM=290.06 10' CONC E/10" CLAY W CENTER CHANNEL=282.96 LADDER W FLOW VY STCB 5643 RIM=28873 12" CONC NE IE=28468 Know what's below. Call before you dig. PROPOSED BUILDING OUTLINE STCB 2119 286.96 " PVC STCB 6605 RIM=289.42 12' CMP N IE=287.17 12" CONC E IE=28E12 W8--1, lI 1 I 1 WATER VALVE MARKER I j I If STCB 1947 RM 229.39 �15 " r _ 641_12 CPPSI223.94 N .8J 2a�T1 ,y2,,WfEW-2J3J- � E 2'�u,s428L6r ,-. gOCK - - T T=EX D -.'. -_-}_ . STCB 2730 R:M-286.4 SD 8" PVC SE IE=284.02 - -.-_- BB.6:_,P1;C W1E=,,283.9E I II 7 BAKER TANKS RIM=2.32 I N IE=O58)8.82 VI P SE 1E18.82M1M1 C SW ,22 2.026, 6_� IAD , WL__ 1 J J 1-_�2 L__ -289 _ O PROPOSED BUILDING OUTLINE MARK OFF AND PROTECT BIORETENTION AREA. SEE SHEET C4.02. STCB 6600 RIM=285,66 8" PVC SE IE=283.41 8" PVC NW IE-283.56 _D-FREEZER 1`\4E4A4"An'o c, 'j 175770.23PGV I- _. 282883524E EL2 :287.3➢ STCB 2 RIM=285.89 V e12"CPP �" Pvc E"{•. IEIL 281 54 aAg1.29 8" PVC s Ik=281.54 8 -363-6142. ®YI_IE=78_6B 75"L� LAOCER-NE 5%-.\"5555 1 \ ce s o6= r:- I rYE6N5,2E2.32 IE=284. �� 86 � S,MyP Y .287,,4E 2g$' 8 T -28fiT9 P / -STCB 6603E91 2888813 / --119L'JO 2;583 EOSTEjL 12 PVC. 1E SICH 001g60L SIGN --.-SOVTH4144TKSTREET z-- -P .TUBE DE DIRE TRU, SSMH 6663 RIM--288.81- 10" CONC E IE=285.51t 10" CONC W IE=284.515 CENTER CHANNEL=285.01 FLOW W STC3 6604 R1M=288.37 bi 12" CMP N IE=285.62 STCB 10510 RIM-290.73 12" CMP E IE-285.67 12" CMP N 1E-288.18 12" CMP SE IE=285, 12" CMP E IE=298.13 12" CMP W IE=285.I2 12" CMP W IE=268.08 ..�SaTCB 2694 RIM=286.13 \5 e'\ PVC W 1E-6283.36 42 xx__, 3 " 5528 10315 815-294-96-- 12" CMP 'c 1E=202.11 12" CMP 5 IE=292.03 12" CMP w 1E=292.11 STC t PHASING NOTES: 1. PRIVATE FIRE MAIN RELOCATION SHALL BE PERFORMED IN EARLY 2019, IN ORDER TO ALLOW FOR PHASE 1 BUILDING ADDITION. MAINTAIN SERVICE TO EXISTING SOUTHEAST SCHOOL WING. 2. WATER SERVICE TO PORTABLES SHALL BE MAINTAINED AND PROTECTED UNTIL THE PORTABLES ARE REMOVED FROM THE SITE. 3. PRIVATE SIDE SEWER AND MANHOLE INSTALLATION SHALL BE PERFORMED IN EARLY 2019, IN ORDER TO MAINTAIN SERVICE TO EXISTING SOUTHEAST SCHOOL WING AND ALLOW FOR PHASE 1 BUILDING ADDITION. 4. DETENTION CHAMBER INSTALLATION SHALL BE PERFORMED IN SUMMER 2020. THE CONTRACTOR SHALL UTILIZE THE EXISTING NORTH ASPHALT LOT IN PHASE 1 AS A LAYDOWN AREA. EXISTING STORM THAT IS WITHIN THE PHASE 1 BUILDING ADDITION SHALL BE TEMPORARILY REROUTED AND PUMPED AS NECESSARY TO THE EXISTING 36" DETENTION PIPE UNTIL THE CHAMBERS ARE INSTALLED. 5. BAKER TANKS SHALL BE ONSITE UNTIL THE DETENTION CHAMBERS ARE INSTALLED TO AID IN TESC. 6. THE EXISTING TRANSPORTATION BUILDING SHALL BE PROTECTED AND MAINTAINED, INCLUDING ALL UTILITY SERVICES, UNTIL THE FINAL PHASE OF THE PROJECT. 7. DURING THE PHASE 1 BUILDING ADDITION, INTERIOR COURTYARD DRAINAGE AND DOWNSPOUT CONNECTIONS SHALL BE INSTALLED AS NECESSARY. 8. A CLEAR AND PROTECTED ACCESS ROUTE BETWEEN THE PORTABLES AND EXISTING SOUTHEAST SCHOOL WING SHALL BE MAINTAINED THROUGHOUT THE SCHOOL YEAR. COORDINATE WITH THE DISTRICT IF, AT ANY TIME, THE ACCESS ROUTE WILL BE JEOPARDIZED BY CONSTRUCTION ACTIVITY. 9. AN EMERGENCY VEHICLE ACCESS (EVA) ROUTE SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE PROJECT. 10. REFER TO THE PHASING NOTES IN THE ARCHITECTURAL PLANS FOR ADDITIONAL PHASING REQUIREMENTS. STANDARD TESC NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT CONTROL PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE INFILTRATION SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. LEGEND: El INLET PROTECTION 1 Ell CONSTRUCTION ENTRANCE CL CLEARING/PROJECT LIMITS - SL SAWCUT LINE X X El SILT FENCE ViGv - - -XXX- - - EXISTING MAJOR CONTOURS ------XXX----- EXISTING MINOR CONTOURS GRAPHIC SCALE 0 20 40 8 40 FEET Know what's below. CaII before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahb/090 WEB Pro loot Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Oileet TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set 8 Date: PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 fA /'\ ADDENDA 1 - 9.17.18 Revisions: Sheet Title: TESC PLAN Desalned bv: Drawn bv: Checked bv' Sheet No. C2.00 6 of 27 shoots TACOMA • SEATTLE • SPOKANE • TRI-CITIES JAN 0 4 2E9 City Of Tukwila UILC,$G DiVI/iON 4 ADDENDUM 4 10/8/18 ADDENDUM3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA ..7 1250P afa Me 01,200 Wmianalon 9802 253 605599 BLRB con Drawing Title: TESC PLAN Date: 09.05.2018 Drawn BY: TJM Revised: 12/19/2018 Pro1SctN9. 16.0E �80 S. 6, Sheet No. C2.00 21167 �� UKI � 7oWa� Y•T'O � (91TY OF TUSiVY1LA OF1 BLRB ARCHITECTS, P.S. DEC 20 2018 PERMIT CENTER J 2 4 5 6 7 8 A B c D E F G H K Know what's below. Call before you dig. F1I STER HIGH SCH OL MODERNIZATIN & ADDITI A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. Ey,35t�NGRQPD R=25'MIN . ./ 4. PROVIDE DIP CULVERT FOR TEMPORARY CONTROL OF DRAINAGE. 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA MAINTENANCE STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. OCONSTRUCTION ENTRANCE NOT TO SCALE ADAPTOR SKIRT RETRIEVAL STRAP GEOTEXTILE FABRIC SEDIMENT ACCUMULATION OVERFLOW (TO BYPASS PEAK STORM VOLUMES) EXISTING CATCH BASIN NOTES: 1. FILTERS SHALL RE I NSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2. INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED. O3 INLET PROTECTION NOT TO SCALE STOCKPILE AREA 1 8' MAX. EXISTING GRADE PROVIDE SAND BAGS 10' O.C. TO HOLD PLASTIC COVERING IN PLACE NOTES: 1. STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED DEVICE. 2. SEDIMENT LEACHING FROM STOCKPILES SHALL BE PREVENTED DURING ALL SEASONS. O4 STOCKPILE NOT TO SCALE A FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2"X2"BY14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH ATTACH TO WIRE FABRIC 5 0' L CHAINLINK FENCE 2.0' MIN SIDE VIEW 6' MAX. FRONT VIEW O2 SILT FENCING NOT TO SCALE 2"X4"BY14 GA. WIRE FABRIC OR EQUIVALENT NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS, WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL, BURY BOTTOM OF 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT FILTER MATERIAL NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN 8"X12" TRENCH `2" X 4" WOOD POSTS, " STANDARD OR BETTER, OR STEEL FENCE POST 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10, CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11, DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12, DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. Know what's below. Call before you dig. NLY TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383,2422 TEL 253,383.2572 FAX www,ahSmm WEB Pro loot Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Clienh TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206)901-8006 Job No. 2160226,10 Issue Set 8 Date: PERMIT SET 12/19/1B A A ADDENDA 3-10.3.18 /'A ADDENDA 1 - 9.17.18 Revisions: Sheet Title: TESC NOTES AND DETAILS Designed bv: Drawn bv: Checked by: Shoe, No C2.10 7 of 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Str et, Suite 300 Tacoma, WA 98403 253,383.2422 TEL 253.383.2572 FAX ww0.ah6Lcom WEB City of Tulorila UILC/NG GIVPJSC 4 ADDENDUM4 10/8/18 3 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District BLRB _".i —..., TACOMA 050Pa( cdve Su1e130 W410910°98402 253621599 ,.. BLRB cc m Drawing Title: TESC NOTES AND DETAILS Date: 09.05.2018 Drawn By: TDM Revised : 12/19/2018 Project No, 16.08 Stamp G,9` Sheet No. oatea4..se I C 2.10 sf ?tc o7zo ♦�'� SS70585 65'G C!1V8 . of REF.. Gib ..t�`b CITY cFTUK.�ye�i BLRB ARCHITECTS, P,S. Da: 202018 PERMIT CENTER 5 7 9 1/6/2018 4:23:46 PM A c D E F 6 K F STER HIGH SCHOOL ODE NIZATION & AD I ITI A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. • _ SOUTH 142ND STREET ,----28557 --------------------- 77 -----" \ - I ,„, ---,- , ---t--- \ \ ) ! \ 1 \ \ A- _ _ _ _ ! ) \ 1 .___----__r--....____ ____11._ .....L _ _ 1/ -7-- /" &- 288402 287.85 I / 289.67 -.... j',. 283T91' 289.55 I r I 289.67 - - I 289.23 11 289.55 288.02 /103 / I I 11 289.36 , 289.20 288.76 289.15' 288.67 MATCH L NE SEE SHEET C3.01 !! II Know what's below. Call before you dig. 287.14 289.01 288.13 ) `1 287.68 / 286. 1 28&.29 I j 287 38 286.69 RD RD - I I ILLY 285.60 285.4 28632 j 287.15 j 286.98 - - - _ - FOSTER HIGH SCHOOL FF: 288.15 ± 288.13 287.51 288.13 o 288.13 I 284.86 A A, 285.73 W 286.51 287.20,- 17 \ 285.85 286.58 8 286.54 285.68 • GRADING NOTES: \-- - - - If - 1 i" A7: CHA. < I I\ 284,08 / 283.139' I / o„, 284,15 284.98 84.80 7 I 284.58 85,1.26 286.09 286.31 286.49 286.69 .c'7-/ 286.3° 286.89 :&1182 7 o O".0AS W: 287. 0 287.30 287.59 o 287.21 7!„ 287.62 287.30 1. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 2. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. 4. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 5. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE. 6. NON-HARDSCAPE AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN BELOW FINISHED FLOOR ELEVATION UNLESS NOTED OTHERWISE. KEYNOTES: 0 sA HD AA LCL OH AM P,LEI AANsTLPOAPREK.I NEGNS0T MA LOLRSEATNHDAANC2C0EaSPSEAISLES IN ANY DIRECTION 0 SEAT WALL. SEE LANDSCAPE PLANS. LEGEND: XXX - EXISTING MAJOR CONTOUR XXX EXISTING MINOR CONTOUR XXX PROPOSED MAJOR CONTOUR )00( PROPOSED MINOR CONTOUR V VALLEY LINE - - BREAK LINE BUILDING OUTLINE PROJECT LIMITS GRAPHIC SCALE 0 10 20 40 1" 6 20 FEET Know what's below. Call before you dig. 22729) TACOMA • SEATTLE • SPOKANE • TRI-CITIES 253.383.2422 TEL 253.383.2572 5&& hsvw.and.com 810 Protect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Opb No. 2160226.10 Issue Set & Date: PERMIT SET 12/19/18 A ADDENDA 3 - 10.3.18 A A ADDENDA I - 9.17.18 Revisions: Sheet Tae: GRADING PLAN NORTH Desloned by: Drawn by: Cheohed 166 C3.00 8 o8 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 3038 Street Suite 300 Tacoma, WA 98403 253.3832422 TEL 253.383.2572 FAx mr.ahblcom WES CC4:1:1 CAI JAN 04 MA City of Tukwila BUILDiNG C4V9740N ADDENDUM 4 10/818 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB a r1.Lc1 TACOMA /80128 8018910118432 2126213139 Drawing Title: GRADING PLAN - NORTH D°t° j 09.05.2018 Drew" BY ' TJM R"'"d ' 12/19/2018 Project N. 16.08 Stamp 0v S ' Sheet No 03.00 A •.) BLRB ARCHITECTS, P.S. DEC 20 2018 PERMIT CENTER 5 6 7 9 A B F K F STER HIGH SCH • OL MODERNIZATION & ADDITIO A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. MATCH LINE SEE SHEET C3.00 10 1 8 TO1 1 1 I I I I I 1 v I I s 10 ! 10 28 28 02 289.2 w__ Know what's below. Call before you dig. 287.54 -288.06 • 287.93 \ 286..53 288.43 \ 288.53 \ 288.13 288.13 288.13 288.13 287.20 288.72 Ale 287.59 287.51 -40,00 a 287.21 286.80 288.12713 288.13 288.13 288.13 287.95 OAk. • 288.11 0 28 4spe.NO. natiA287.70 401\111, 288.13 '144r1 10711, r 287.71 287.85 288,51 88.96 4. 4. < \ 288.13 288.13 288.13 FOSTER HIGH SCHOOL FF: 288.15 ± _ 288.13 288.13 288.13 288.13 288.12 288.13 288.13 287.62 287.30 287.62 288.13 0 CI; 0 LU ($) LU 2 GRADING NOTES: 1. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 2. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. 4. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 5. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE, 6. NON-HARDSCAPE AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN BELOW FINISHED FLOOR ELEVATION UNLESS NOTED OTHERWISE, 25/27- KEYNOTES: ADA COMPLIANT PARKING STALLS AND ACCESS AISLES 0 SHALL HAVE A SLOPE OF NO MORE THAN 2.00 PERCENT IN 28? ANY DIRECTION 281 28' 288 1'6, g8. 0 SEAT WALL. SEE LANDSCAPE PLANS. LEGEND: - - -XXX- - - EXISTING MAJOR CONTOUR XXX EXISTING MINOR CONTOUR XXX PROPOSED MAJOR CONTOUR )00( PROPOSED MINOR CONTOUR V VALLEY LINE BREAK LINE BUILDING OUTLINE PROJECT LIMITS GRAPHIC SCALE 0 10 20 40 1". 20 FEET Know what's below. Call before you dig. LY TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, VVA 98403 253.333.2422 TEL 253.383.2572 FAX wmahblcom WEB Protect 01110. FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No, 2160226.10 Issue Set E. Date: PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 A A ADDENDA 1 - 9.17.18 Revisions: Sheet Title: GRADING PLAN - SOUTH Designed bv: Drawn bv: Checked bv: Sheet No. C3.01 g of 27 Sheets TACOMA • SEATTLE • SPOKANE TRI-CITIES 2215 North 30th Street, Suite 00 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX 0066,059.838 WEI JAN 04 2)219 City of Tut: \ suiLciNG DivioioN 4 ADDENDUM 4 10/8/18 3 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School 1 Modernization and Addition Tukwila School District B LR B a rch TACOMA 0109 Drawing Title: GRADING PLAN - SOUTH D'te ' 09.05.2018 Drawn By : TJM Revised ! 12/19/2018 Fr.*, N. 16.08 stamp ,sy.,, rt 6'4 of ,t,sir , 4 Sheet No C3.01 P %RECEIVED 40, . CITY OF TUKWILA of DEC 20 7018 ....! BLRB ARCHITECTS, P.S. PERMIT CENTER _J 2 3 4 5 6 7 9 A 6 c D E G H K r287,62 88.13 288. 287. r287,62 287.42 FOSTER HIGH SCHOOL ODERNIZATION & AD ITI N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. D- <---D-- 287.62 287.11 287.98 286.69 288.13 287.8 FOSTER HIGH SCHOOL FF: 288.15 ± 287.24 287'.14 588.00 /288.13 o < 3333, 500100R 20-30 y� Know what's below. Cal) before you dig. 89.38 28).22 I I II I Ili I 33.3 /I j1 I / / i /J • / / II / ll /// 1 I / I - J 1 k i3C GRADING NOTES: 1. ADA ROUTES SHALL NOT EXCEED 5 % IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2 % SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 2. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. 4. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 5. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE. 6. NON-HARDSCAPE AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN BELOW FINISHED FLOOR ELEVATION UNLESS NOTED OTHERWISE. KEYNOTES: ADA COMPLIANT PARKING STALLS AND ACCESS AISLES OSHALL HAVE A SLOPE OF NO MORE THAN 2.00 PERCENT IN ANY DIRECTION 0 SEAT WALL. SEE LANDSCAPE PLANS. LEGEND: - - -XXX-- - EXISTING MAJOR CONTOUR -- -- -- - - -XXX- - -- -- -- -- EXISTING MINOR CONTOUR XXX PROPOSED MAJOR CONTOUR XXX PROPOSED MINOR CONTOUR V VALLEY LINE BREAK LINE BUILDING OUTLINE PROJECT LIMITS GRAPHIC SCALE 0 10 20 40 1"=20 FEET Know what's below. Call before you dig. NLY TACOMA • SEATTLE • SPOKANE • TRI-CITIES Proleot Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set & Date: PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 A A ADDENDA 1-9,17,18 Revisions: Sheet Title: GRADING PLAN - EAST Designed by: Draw by: Checked by: Sheet No. C3.02 10 er 27 Bheela TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TFl 253.383.2572 FAD w,wi,ahbl,corn 8E8 City of Tula=4la U(LC/1/G D,d2020P, 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District BLRB r _ TACOMA 1350 Pf Ave Da1e100 Wa tm6030198402 253 6275,33 BLRB care Drawing Idle: GRADING PLAN - EAST Data: 09.05.2018 Drawn By: TJM ReVtSed 12/19/2018 Protect N. 16.08 S, C9 Stamp )SS` °,,,, Sheet No, C3.02 RECEIVED FFs'sealh� CITY OF TUKWILA .4) vim' Aare 01 DEC 2 0 2019 BLRB ARCHITECTS, P.S. PERMIT CENTER 2 3 4 6 7 8 9 11/6/2018 4:23:46 PM A B C D E F G H K sroe 1'IjMMe28sGr- -4" PVC E 15-285513 12" CONCNW IE-23451 0o NOT -ETC&s2 T-. 12 coNC w^ III III 11 1 y za .ss F STER HIGH SCHOOL MODERNIZATION & ADDITIO; A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. —_,____ ei I I INLETI :276.72 i — — — �� _ _y = ®OUTLE51 276.221 ORMTECH ETENTION SYSTEM TOP OF STONE 282.81 16 LF 4" PVC MATCH LINE SEE SHEET C4.01 STORM DRAINAGE NOTES: Know what's below. Call before you dig. 3118,84.2 .ADDER W ingammramonorml 411110111111111110 111111111110111111111111111 mirwathommono Gum 1111110111111111111111110 CENYERE CB #12A 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL UNLESS OTHERWISE APPROVED. 2. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORYAPPLIED EPDXY, PURE ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD -APPLIED, AND PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN 4. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE. 5. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 7. ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. 10. ALL ROOF DRAINS SHALL BE AT LEAST 6"0 WITH A MINIMUM SLOPE OF 1.00% AND MINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVG SDR35 UNLESS NOTED OTHERWISE. 11. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE. 12. ALL STRUCTURE GRATES SHALL BE LOCKING UNLESS NOTED OTHERWISE. GRATES SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE VANED - WSDOT STANDARD PLAN B-30.30-01 (PARKING AREAS) TVVS ADA (PEDESTRIAN AND LANDSCAPE AREAS) GENERAL NOTE: REFER TO PHASING NOTES ON SHEET C1.00 AND C2.00 FOR STORM INSTALLATION REQUIREMENTS RELATED TO THE PROJECT PHASING. .1.3241 _)__ RElqi,„b WITH CAST -IN -PLACE BASE, DOGHOUSE STRUCTURE tiii 81' PVC SW 1E-28,6 -22 GRAPHIC SCALE 0 10 20 40 CB #21I CONVEYANCE PIPE MATERIAL MAY VARY PVC, HOPE. ETC) PLACE ADS GEOSYNTHETIOS I/TOWN GEOTEXTRE (CENTERED ON 1NSERTWTEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIM INLET CORNROW:MO STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB #1 OVERBUILD CB #11 LEGEND oDS RD INSERTA TEE DETAIL PART NUMBERS WU. VARY BASED ON INLET PIPE MATERIALS. CONTACT STORNITECH FOR MORE INFORMARON. SECTION A -A CATCH BASIN TYPE 2 CATCH BASIN YARD DRAIN STORM DRAINAG ROOF DOWNSPOUT STORM DRAINAGE PIPING ROOF DRAIN PIPING FOOTING DRAIN CHAMBER JOINTS INSERTA TEE TO BE ME VIEW CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (%) GASKET. A SOLVENT WELD, WIZ HP STORM, O-900 OR O.TILE IRON Know what's below. Call before you dig. NLY Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set 6 Date. PERMIT SET 12/19/18 STORM PLAN - NORTH Designed by: Drawn bv: Checked by: Sheet No. 2215 North 30th Street, Suite 300 Tacoma, WA 98403 City of Tokwita ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition TAcoHA 1/1 Pai tic Aia Via Nuts 18408 25,621,593 Dr wtng Title STORM PLAN - NORTH 4:0,s Gtfiy ro Sheet No A BLRB ARCHITECTS, P.S. 018 ,YE7-11141T CENTER _J 2 3 4 5 6 7 ( 9 A B C D E F 83 H K MATCH RIM29C.28-F 12J Conic wA F/--28].53 FSTER HIGH SCHOOL MODERNIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M CITY OF TUKWILA, KING COUNTY, WASHINGTON. NE SEE SHEET C4.00 %III F:U - 1I L Srmas T Iry PARK O3 RSTCB 56<t- 11 M 2 ,z O:NC c 286.98 Know what's below. Call before you dig. EA---- ST. 698 1.9 286.11 12" CPP N 1E9281.26 12" CPP S 1c9221.51 -STCB 5567 R!M9266.83 12" CPP NE 1.26201 6" PVC NE IE=282.78 PVC NE IE=282.43 12" CPP S .282.15 STCB 5516 RIM=286.01 CPP N IE-282.36 12" CPP S IE=282.36 STCB 5517 1281.62.57 12" CPP N IE=282.57 8" PVC SE 1E-28352 12" CPF 5 IE=282.5% 14 LF 6" CPEP @ 1.00% 6" PVC @ 1.00% MIN 4" RAINLEADER POINT OF CONNECTION. REFER TO ARCHITECTURAL DRAWINGS. 25 LF 6" CPEP @ 8.78% CB # 32 LF 6" CPEP @ 1.50% CONNECT TO EXISTING STORM DRAIN LINE. FIELD VERIFY INVERT. 13 LF 6" PVC @ 1,00% MIN 47� DS 6" PVC @ 1.00% MIN 6" PVC @ 1.00% MIN 6" PVC @ 1.00% MIN 6" RAINLEADER POINT OF \ CONNECTION. REFER TO ARCHITECTURAL DRAWINGS. 6"PVC @ 1.00% MIN 54 LF 8" CPEP @ 1.00% \ DS 6"PVC @1.97°,%)MIN / 87 LF 8" DI CL52 @ 1.i]0% CB #16 7= 26 LF 8" CPEP @ 2.77% CB #18 8" PVC @ 1.00% MIN EXISTING 6" RAINLEADER POINT OF CONNECTION. REFER TO ARCHITECTURAL DRAWINGS. 27LF6"CPEP @ 1.78% TIE FOOTING DRAINS UNDER WOOD SEAT PLATFORM INTO 6" STORM LINE. REFER TO LANDSCAPE FOR DETAILS. CB #22 - .- 201F8"CPEP @11.35% 11, 35 LF 8" CPEP @ 1.00%� 38 LF 8" CPEP @ 0.50% EXISTING 6" RAINLEADER POINT OF CONNECTION. REFER TO ARCHITECTURAL DRAWINGS. 6" PVC @ 1.00% MIN 32 LF NDS TRENCH DRAIN WITH PEDESTRIAN GRATE 26 LF 8" CPEP @ 1.00% 16.00' \ EXISTING 8" RAINLEADER POINT OF CONNECTION. REFER TO ARCHITECTURAL DRAWINGS. 3" RAINLEADER POINT OF CONNECTION. REFER TO ARCHITECTURAL DRAWING REFER TO ARCHITECTURAL DRAWINGS FIR bANOPY DOWNSPOUT LOCATIONS AND DETAIL. 17 LF 6" PVC @ 1.00% MIN II I \\ DRAIN WITI-( PEDESTRIAN GRATE REFER TO ARCHITECTURAL DRAWINGS FOR CANOPY DOWNSPOUT LOCATIONS AND DETAIL. 25 LF 6" PVC @ 1.00%,MIN A 27 LF6"PVC @1.00%MIN STCB 2119 RM=205.96 8" PVC SE 1E920162 ,S1C6 6600 P161=285.66 8" PVC SE 1E9263.81 8" PVC NW .283.56 69LF 8" CPEP @ 0.44% - r M \ STCO 6599\RIM=285.6%--�`\ L 8 PVC NEtiE=283.3% _-STCE-66C6 '- =289,52 98 R 00. 8 12 CPP W IE\283.22 2 PVC N I_'28%.32 E 28\J 85 8" PVC NW IE 92✓53.3 12" CMP S W E 28 OB p\ \ FULL of DEB. is - 8" NYLOPLAST AREA DRAIN WITH NON-CONDUCTIVE COVER. 24" NYLOPLAST AREA DRAIN WITH SOLID NON-CONDUCTIVE COVER. 65 LF 18" CPEP @ 0.00% STORM DRAINAGE CLEANOUT 115 LF8"CPEP @0.45% 2d" NYLOPLAST AREA IN 5 SOLID NON-CONDUCTVE VEF INSTALLENVIROTEMP FR3 RATE PETRO PLUG, AND DRAIN TO 08 TRANSFORMER/OIL CONTAINMENT PAD. REFER TO ELECTRICAL DRAWINGS. 8" PVC @ 1.00% MIN S (CB 1246ry RIM 8 P C-N 1E--28,19 P- 8"PVC E IE-284.19 8 PVC W IE 28{it4--' D < TCB 6603 RIM=288.1. PVC 8 IE=285.83 Q 2 CB #21 F 8"CPEP @1.o0%S 8 2255 al' 8" PVC EI CPP SE fl" PVC Lt CB STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB #8 TYPE 1 HERRINGBONE GRATE MATCH EXISTING PIPE INVERTS RIM =288.06 N 176430.63 E 1282454.20 CB#9 TYPE 1 HERRINGBONE GRATE RIM = 288.06 MATCH EXISTING PIPE INVERTS N 176411.79 E 1282472.11 CB#12 8" NYLOPLAST DRAIN RIM = 287.90 PEDESTRIAN GRATE IE = 285.36 (6" S) N 176712.70 IE = 285,36 (6" N) E 1282595.13 IE = 285.36 (6" W) CB #12A 8" NYLOPLAST DRAIN RIM =287.50 PEDESTRIAN GRATE IE = 285.50 (6" 5) N 176726.53 E 1282597.12 IE = 285.50 (4" N) CB #13 TYPE 30 RIM= 287.90 TWS ADA GRATE IE = 283.14 (6" NE) N 176687.42 IE = 283.14 (6" N) E 1282595.96 IE = 283.14 (6" SE) CB#14 RIM= 287.35 TYPE 1 IE = 282.55 (8" W) TWS ADA GRATE IE= 282,55(8" NW) N 176713.02 E 1282756.63 IE = 282.55 (8" NE) CB#15 RIM= 287.00 TYPE 1 IE = 282.90 (8" E) TWS ADA GRATE IE= 282.90(8°S) N 176700.86 E 1282723.82 IE = 282.90 (6" SW) CB #16 TYPE 1 RIM = 288.06 SOLID LID IE = 283.44 (8" N) N 176648.27 IE = 283.44 (8° SW) E 1282713.93 CB #17 TYPE 30 RIM= 287.70 HERRINGBONE GRATE IE = 284.31 (8" SW) N 176604.59 IE = 284.31 (8" NE) E 1282638.88 IE = 284.31 (6" NW) CB#18 RIM= 287.80 TYPE 30 IE = 285.02 (6" SW) TWS ADA GRATE IE= 285.02(8" NE) N 176587.11 E 1282620.12 IE = 285.02 W. NW) IE = 285.18 (8" SE) CB #19 8" NYLOPLAST DRAIN RIM = 287.95 PEDESTRIAN GRATE IE = 285.50 (6" SE) N 176610.53 IE = 285.50 (4" NW) E 1282598.42 IE = 285.50 (6" NE) CB #20 8" NYLOPLAST DRAIN RIM =287.80 PEDESTRIAN GRATE IE = 285.50 (6" NE) N 176568.76 E 1282600.32 IE = 285.50 (6" SW) CB #21 TYPE 30 RIM= 287.21 HERRINGBONE GRATE IE= 284.81 (8" SW) N 176724.41 IE = 284.81 (8" E) E 1282772.97 CB #22 TYPE 1 RIM= 287.30 TWS ADA GRATE N 176716.56 IE = 285.13 (8" W) E 1282803.60 CB#31 RIM= 287.09 TYPE 1 IE = 283.67 (8" E) HERRINGBONE GRATE IEFF=283.67(8"I1Wry)) E128268586 IE_I NRE F IV/ LEGEND ■ ■ • S D RD CATCH BASIN - TYPE 2 CATCH BASIN -TYPE 1 YARD DRAIN STORM DRAINAGE CLEANOUT ROOF DOWNSPOUT STORM DRAINAGE PIPING ROOF DRAIN PIPING FOOTING DRAIN Ark GRAPHIC SCALE 0 10 20 40 1" = 20 FEET Know what's below. Call before you dig. NLY TACOMA • SEATTLE • SPOKANE • TRI-CITIES Prolaot Title. FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set 6 Date: PERMIT SET 12/19118 A A ADDENDA 3-10.3.18 A A ADDENDA 1-9.17.18 Revisions: Sheet Title: STORM PLAN - SOUTH Designed by: Drawn by: Checked bv: Sheet No. C4.01 12 of 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 Noah 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253,383,2572 FAX WWW.ahbl.com WEB J,40 04 2213 City of Tolon'il4 LYNG ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School 1 Modernization and Addition Tukwila School District BLRB ; TACOMA 'C , Si. 100 W s now 98402 25 621.5599 SLR B Com Drawing Title STORM PLAN - SOUTH Date: 09.05.2018 Drawn By: TJM Revised : 12/19/2018 Project N0. 16.08 Stafl8•aGq` Sheet No. ° C 4.01 � 2��' F4, 70NAL G . D REC£iV°D of CITY �t= TU`F9), BLRB ARCHITECTS, P.S. DEC 20 2018 PERMIT CENTER 5 6 7 A B C D E F O H K @ 1.00% 0 BIORETENTION FACILITY. REFER TO LANDSCAPE FOR PLANTING SCHEDULE. APPROX. 9 SF BOTTOM AREA. Know what's below. Call before you dig. 2255 RIM=2.5i 39 8" PVC E IE=281.611 CPP SE1 8' PVC 5 1E3286566 3228 CMP NW IE LA F1 STER HIGH SCHOOL ODERNIZATI N & ADDITI N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. 7 LF 8" CPEP @ 1.57% \ 35 LF 8" CPEP @ 11,00%�� `• 25 LF 8" CPEP @4.00% a 286.69\ IE- 2 8" C IE.2832 31� \ 45 LF 8"CPEP@0.98% 1\\ 22 LF 8"CPEP @1.00% 18 LF 8"CPE'� 9LF6"PERF PVC PIIE I' f CB#26A / I CB #28 6" OPEP / �Sr R STGwaH N CB #30 --S1CS,.94 91613286.13 W IE=283.36 8" CPEP S IE = 283.36 43 LE 8" CPEP @ 3.19% MODULAR WETLAND' INIr IE: 82.7911 OU TI i281.7,1 15 / II LF 8'ICPER@0.5 II 6\ / / \ / j \I 1. I T i I N1 o 1 II 11 1 59LF'6"CPEP @:4b0% \ 344% 2968 Ftl=286.43 j 1 a 1'rVC 5 1E- 84.33 1 I 8" %PVC NW 1E,264.38 PR 1-\ 112'i CNW.284.23 1 1 rt- I! 43 IF 8" CB #27 000 / I i 1 / II I I I /r 11 / BIORETENTION BOTTOM EL = 286,50 6" MIN. FREEBOARD DESIGN WATER SURFACE LANDSCAPING NATIVE SOIL BIORETENTION SOIL MIX GRAVEL BACKFILL FOR DRAINS PER WSDOT 9.03.12 (4) \-0C II 1' MIN. BOTTOM CELL WIDTH - RIM .6287.00 STAIN 3323 RIM=295.69 6" CONSSE 1E=285.99 6" 2002 CONC S 1E3290.39 5'LC0NC NW IE=285.94 r0EB N 16-1 \ N L-. 6. BEEHIVE GRATE t' MIN. WASHED RIVER ROCK STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB #23 RIM = 286,90 48" TYPE 2 CB IE = 280,98 (8" SE) N 176667.75 IE = 280.98 (8" NW) E 1282854,60 IE = 280,98 (8" S) CB #24 TYPE 1 RIM = 286.07 HERRINGBONE GRATE IE = 282.87 (8" NW) N 176630.29 E 1282908.90 CB#25 RIM= 286.00 TYPE 30 IE = 283.24 (8" N) HERRINGBONE GRATE IE = 283.24 (8" S) N 176621.80 IE = 283.24 (8" SW) E 1282849.83 IE = 283.24 (1-1/4" SE) CB #26 TYPE 30 RIM = 287.10 HERRINGBONE GRATE IE = 284.81 (8" E) N 176524.07 IE = 284.81 (8" W) E 1282887.88 CB #26A TYPE 1 RIM= 287.00 BEEHIVE GRATE IE=284.99(8"E) N 176519.44 E 1282870.71 CB #27 TYPE 30 RIM = 287.14 HERRINGBONE GRATE IE= 285.92 (8" N) N 176396,33 E 1282913.32 IE = 285.92 (6" S) CB #28 TYPE 30 RIM= 287.24 HERRINGBONE GRATE IE = 284.54 (6" E) N 176381.81 IE = 284.54 (8" W) EX E 1282878.63 IE = 284.54 (4" N) CB #29 12' NOS AREA DRAIN RIM = 288.00 N 176389,06 1E=284.81 (6" W) E 1282904.43 CB #30 TYPE 1 RIM = 287.22 HERRINGBONE GRATE E = 284.72 (8' N) N 176651.79 E 1282953.89 6" SLOTTED UNDERDRAIN WITH SLOTS FACING UP ✓ CATCH BASIN PER PLAN TYPICAL SECTION NOTES: 1. CONTRACTOR SHALL EXCAVATE TO SUBGRADE OF BIORETENTION CELL, SEE LANDSCAPING PLANS FOR PLANTINGS LANDSCAPING SEE GRADING PLAN FOR GRADES 2. SUBGRADE PREPARATION: SCARIFY SUBSOILS IN TWO DIRECTIONS TOA DEPTH OF 6". THE ENTIRE AREA SHOULD BE DISTURBED BY SCARIFICATION AND BSM APPLIED TO SCARIFIED SURFACE, 3. PROVIDE BIORETENTION SOIL MIX (BSM) ACCORDING TO SPECIFICATION. 4. SEE GRADING PLANS FOR ELEVATION AND DIMENSIONS OF BIORETENTION CELL 5. BIORETENTION SOIL MIX (BSM) SHALL NOT BE PLACED UNTIL AFTER SEDIMENT POND USE HAS ENDED. DIVERT UPSTREAM FLOWS FROM BIORETENTION UNTIL SITE HAS BEEN STABILIZED. 6. DO NOT PLACE BSM WHEN SOIL IS SATURATED OR SUBJECT TO WATER WITHIN 24 HRS. COVER ON SITE SOILS TO PREVENT WETTING OR SATURATION. TEST SOIL FERTILITY AND MICRONUTRIENTS AND, IF NECESSARY, AMEND MIXTURE TO CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH AT RATES RECOMMENDED BY AN INDEPENDENT 1AB SOIL TEST. 7. ABOVE THE MAX. WATER SURFACE A4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. ONOT TO SCALE BIORETENTION FACILITY STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL UNLESS OTHERWISE APPROVED. 2. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY -APPLIED EPDXY, PURE ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD -APPLIED, AND PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER. 4 CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 7. ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. 10. ALL ROOF DRAINS SHALL BE AT LEAST 6"0 WITH A MINIMUM SLOPE OF 1.00%AND MINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE. 11. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS AND LOCATIONS OF EXISTING PIPES AT POINTS WHERE NEW STORM DRAINAGE IMPROVEMENTS CONNECT TO EXISTING NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT WITH PROPOSED DESIGN. 13. ALL STRUCTURE GRATES SHALL BE LOCKING UNLESS NOTED OTHERWISE. GRATES SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE: VANED - WSDOT STANDARD PLAN 6-30.30-01 (PARKING AREAS) TWS ADA (PEDESTRIAN AND LANDSCAPE AREAS) GENERAL NOTE: REFER TO PHASING NOTES ON SHEET C1.00 AND C2.00 FOR STORM INSTALLATION REQUIREMENTS RELATED TO THE PROJECT PHASING. LEGEND •DS D RD CATCH BASIN - TYPE 2 CATCH BASIN TYPEI YARD DRAIN STORM DRAINAGE CLEANOUT ROOF DOWNSPOUT STORM DRAINAGE PIPING ROOF DRAIN PIPING FOOTING DRAIN GRAPHIC SCALE 0 10 20 40 1"=20 FEET Know what's below. Call before you dig. NLY TACOMA • SEATTLE • SPOKANE • TRl-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 2533832422 1B. 253,3032572 FM Www,ah9,c°m WE6 Protect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No 2160226,10 Issue Set 6 Date: PERMIT SET 12/19/1B A ADDENDA 3 - 10.3.18 A ADDENDA 1-9.17.18 RevVlons: Sheet Title: STORM PLAN - EAST Deslgneq b% Drawn by. Checked by: Sheet No, C4.02 13 of 27 Sheete TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX Www.ah9.mm WEB JANJ 04 2diJ City cf TLUI3'/13 L-'U)LL"/N3 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 12501 tiA2 % hingion 98,102 25,671359 IR RB<am Drawing Title: STORM PLAN - EAST Date: 09.05.2018 Drawn By: TJM Revised : 12/19/2018 Protect No. 16.08 Stamp N S, CqG °`98o 4 0 a 9 E° Sheet No, C4.02 REC6iVEED F''SIONA4 G1 oJ\fl n 4IlYOF1UKWILA/ BLRB ARCHITECTS, P.S. 0c0 20 1018 PERMIT CENTER 5 6 T 9 8 4:23:96 PM A B C D E F G H K FsSTER HIGH SCHOOL MODERNIZATION & ADDITIO:' L' A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. I BAR MOOR REBER 6" RISER SECTION 12" RISER SECTION ea ERR ERMINE/ PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE ens ) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20. KNOCKOUTS MAY BE EITHER ROUND OR'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 12" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06. 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 1 DS-01 REVISION RN 08.03 APPROVAL. B. SHELTON O1 CATCH BASIN - TYPE 1 NOT TO SCALE LETTERING ("STORM") DRILL & TAP (SPLITTING THE SEAM) SET MADE BOLT - DOWN WITH 3/8" SS ALLEN- HEAD BOLTS - 2 PLACES 1/8" RAISE -1/2" WIDE BORDER NOTES: 22' 24" 30" 22" NOTE: I. PROVIDE CAST IRON FRAME &LOCKING GRATE. 2. AREA DRAIN SHALL BE USED IN NON VEHICULAR ACCESS LOCATIONS. S. UNLESS OTHERWISE NOTED. CATCH BASIN AND AREA DRAIN METAL FRAMES ANO GRATES SHALL CONFORM TO OLYMPIC FOUNDRY INC, 20.7.24" AND 'In.. LOCKING FRAME AND GRATE "TWS" ADA PEDESTRIAN GRATE PER THE SPECIFICATIONS. O2 CATCH BASIN - TYPE 30 NOT TO SCALE 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER PLAN. 3000 psi CLASS C CONCRETE (TYP.) 12" 0 FIBRE JOINT PACKING 45. (1/8) BEND CAST IRON RING AND COVER O4 STORM DRAINAGE CLEANOUT NOT TO SCALE Know what's below. CatI before you dig. 4-3/4'. 11 -H-PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS SURFACING PER PLAN ROOF DRAIN (TYP.). DO NOT CONNECT WITH FOOTING DRAIN LINE. MIRAFI 140N NON -WOVEN GEOTEXTILE FABRIC OR APPROVED EQUIVALENT PLACED A MINIMUM OF 6" FROM FOOTING DRAIN PIPE. FILL AREA BETWEEN FABRIC AND PIPE WITH AGGREGATE FILTER BLANKET. 4"0 PERFORATED PVC SDR35 WITH PERFORATIONS DOWN AGGREGATE FILTER BLANKET PER WSDOT STANDARD SPECIFICATION 9-03.12(4) O5 FOOTING DRAIN NOT TO SCALE 12" 1=111 RIM ELEV.: 284.39 4" MIN. r 16"MAX OVERFLOW ELEV.: 282.75 RECTANGULAR NOTCH WIDTH: 1/8" HEIGHT: 2.6' PIPE SUPPORT(S): 3" X .090" IE: 277.00 RESTRICTOR PLATE ORIFICE #1: 7/8" 0 ELEV: 275.00 54"0 ROUND SOLID COVER WITH LOCKING BOLTS. STEPS OR LADDER REFER TO HAMBER DETAIL FOR INLET 1E:277.00 O3 FLOW CONTROL MANHOLE NOT TO SCALE FREE -DRAINING GRANULAR BACKFILL PER WSDOT STANDARD SPECIFICATION 9-03.14(1) FOUNDATION - REFER TO STRUCTURAL DRAWINGS =4 ! 1=111 1 H:1V OR FLATTER BACKFILL UTILITY TRENCHES WITHIN PAVED AREAS WITH BANKRUN GRAVEL PER WSDOT 9-03.19. COMPACT TO A MINIMUM OF 95% UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS. TRENCHES MAY BE BACKFILLED WITH NATIVE MATERIAL AND COMPACTED TO 90% IN UNPAVED AREAS. PIPE BEDDING PER DRAIN INVERT TO BE INSTALLED NO MORE W.S.D.O.T. 9-03.12(3), 95% THAN 6" ABOVE OR BELOW THE BASE OF THE COMPACTION PERIMETER FOOTINGS OR GRADE BEAMS RIGID (DI, CONC) PLAN FLEXIBLE (CPEP, CMP, PVC) TRENCH WIDTH PER WSDOT 2-09.4 SUBGRADE ELEVATION PIPE AS SPECIFIED ON PLAN OR SPECS O6 PIPE BEDDING AND TRENCH BACKFILL NOT TO SCALE Know what's below. Call before you dig. NLY TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 3 th Street, Suite 300, Tacoma, WA 98403 2533832422 TEL 253.383.2572 FAX www.ahb1com WEe Pro loot Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Meet TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set & Date: PERMIT SET 12/19/18 n A ADDENDA 3 - 10.3.18 A ADDENDA 1-9.17.18 Revisions: Sheet Tltie: STORM NOTES AND DETAILS Deslonetl bv: Drewn bv: Checked by: Sheet No. C4.10 14 of 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383,2422 TEL 253.383.2572 FAX 0WW.ahbl.cem WEB City or T6317:)la UILC;t1G G;:!//1i^; J 4 ADDENDUM 4 10/8/1B ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1150Px I k Av Wd 19Nn9dd02 2535275599 BLRB co T Drawing Title: STORM NOTES AND DETAILS Date: 09.05.2018 D1aw"BY: DM Revieea: 12/19/2018 Project No. 16.08 • o�1EN S•Cg` AQ°T �.�� Sheet No. C4.10 �• �' RECEIVED `S=oN Gzw ' (TV 00 I'Uh1VILA of BLRB ARCHITECTS, P.S. PERMIT CENTER J 2 4 6 8 ( 11/6/2018 4:23:46 PM A B C D E F G H K F ° '' STER HI H SCHOOL MODERNIZATION & ADDITI ' N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. SITE SPECIFIC DATA PROJECT NUMBER 6688 PROJECT NAME FOSTER HIGH SCHOOL PROJECT LOCATION KIRKLAND, WA STRUCTURE ID TREATMENT REWIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE N/A 0.0425 TREATMENT HOE AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (C£S) - IF APPLICABLE 21665 PPE DATA LE MATERIAL D4MEIER INLET PIPE 1 276.72 INLET PPE 2 N/A N/A N/A OUTLET PIPE 276.22 8' PRETREATMENT BIOFILTRARON DISCHARGE RIM ELEVATION 28390 283.90 283.90 SURFACE LOAD H2O DIRECT OPEN PLANTER H2O DIRECT RADE & COVER OD' 030' N/A WERANOMEDI4 VOLUME (CY) TOO WERANOMEO4 DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA INCHES) 01.06' NOTES PRELIMINARY, NOT FOR CONSTRUCTION. ENGINEER TO VERIFY TREATMENT REWIRED AND RIM E1£VA]ON. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS ANO INCIDENTALS REWIRED TD OFR0A0 AND INSTALL TN£ SYSTEM AND APPURTENANCES IN ACCORDANCE NM THIS DRAWING AND M£ MANUFACTURERS SPECIFICATIONS UNLESS 0711011.1SE STATED IN MANUFACTURERS CONTRACT: 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER RECOMMENDS A MINIMUM 6' EWE ROCK SASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CON144070R IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. S ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PPE MUST BE FLUSH MTH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MELT OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PLAN VIEW ELEVATION VIEW 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF AL RISERS, MANHOLES AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND INTERNAL BYPASS DISCLOSURE: HATCHES TO MATCH FINISHED SURFACE UNLESS SPE/FLED OTHERWISE 6. DROP OR SPRAY IRRIGATION REONRED ON AL UNITS WITH VEGETATION. THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE 2 CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WERANOS FOR METHOD TO BE RENEWED AND APPROVED BY THE ENGINEER ACTIVATION OF UNIT. MANUFACTURES WARRANTY IG VOID 400 OUT OF RECORD. H/fS) AT PEAK FLOW SHAL BE ASSESSED TO PROPER ACTIVAITON BY A MODULAR WETLANDS REPRESENTAIN£. ENSURE NO U STREAM FLOWING. PEAK Ha AND BYPASS GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE AL ECIEIC VO UNLESS PAX.E NO]ED. PROPRIETARY AND 1. C 01MEN001R PROJEELEVATCT ONS,S70 FIC DR IDNGS AND DETAILING EXACT. ARE SUBJECT TO CHANCE. FOR PROJECT E CONTACT DRAWINGS MANUFACTURER. IXACT DIMENSIONS, WEIGHTS rre'mvarv.G iA navm Zvi 4ral3at 4tm)AL A6+A✓/8 �.cllm,mexn: AND ACCESSORIES PLEASE CONTACT MANUFACTURER. amxa,a,mnrm rzeav _ - LEFT ENO VIEW RIGHT END VIEW LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED 1HATA SUFFICIENT VARIATION IN ELEVATION BETWEEN THE INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULABW OF SEDIMENT IN DLE PRE-TREATMENT CHAMBER. FAILURE TO DO 50 MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MA CAUSE UPSTREAM FLOODING. 2-YEAR RELEASE RATE (CFS) 0PER8DNG HEAD (FI) PRETREATMENT LOADING RATE (GPM/SF) WEILAND MEGA LOADING RATE (GPM/SF) 0.0425 2.0 1.5 1.0 BID' `Clean A Forterra Company MWSL46VUG STORMWATER BIDNLTRATION SYSTEM STANDARD DETAIL OMODULAR WETLAND A NOT TO SCALE Know what's below. Cali before you dig. SEPARATE BASE PRECAST INTEGRAL BASE PRECAST WITH RISER O3 CATCH BASIN - TYPE 2 NOT TO SCALE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8' 12" 84" 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP O SOLID WALL PVC CO PROFILE WALL PVC O 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" O CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 02 (STD. SPEC. 9-05.12(1)) O (STD. SPEC. 9-05.12(2)) NOTE: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. SITE SPECIFIC DATA PROJECT NUMBER 6688 PROJECT NAME FOS. HIGH SCHOOL PROJECT LOCATION KIRKLAND,, WA STRUCTURE 10 TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (C£S) N/A 0.096 TREATMENT FNVI. AV4[l8LE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLEDDE 0.8139 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 28279 CPE e' INLET PIPE 2 N/A N/A N/A OUBET PIPE 281.71 CPf B' PRETREATMENT B10FILIRABOV DISCHARGE RIM ELEYA80N 28700 28700 2..00 SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & RAVER J6' X J6' N/A N/A WE8ANDMED6 VOLUME (CY) 3.09 WERAND.VEDIA DELIVERY MEIIIO0 PER COMPACT 0RH7CE SIZE (014 INCHES) 01.47' NOTES: PRELIMINARY, NOT FOR CONSTRUCTION. ENGINEER TO VERIFY RIM ELEYARON. INSTALLATION NOTES 1. CONTRACTOR TO PRONOf ALL LIBOR, EQUIPMENT, MATERIALS AND INCIDENTALS REWIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH MI5 DRAWNG AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OHERWISE STATED IN MANUFACTURERS CONTRACT 2 UNIT MUST BE INSTALLED ON LEVEL 845E MANUFACTURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS S700180D BY ME PROJECT ENGINEER. CONTRACTOR 15 RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 3. ALL PIPES MUST BE FLUSH MTH INSIDE SURFACE DF CONCRETE. (PIPES CANNOT INTRUDE" BEYOND RUSH). INVERT OF GUDLOW PIPE MUST BE FLUSH WI/H DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND POPES SHALL BE SEALED WATER PONT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING ELEVATION VIEW P1PE5. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND INTERNAL BYPASS DISCLOSURE: HATCHES TO MATCH FINISHED SURFACE UNLESS SPEDIRED WHERWISE. 6. DRIP OR SPRAY IRRIGATION REWIRED ON ALL UNITS AIDE VEGETATION. THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR TO BE RENEWED AND APPROVED BY ENGINEER OF RECORD. ACTIVATION OF UNIT MANUFACTURES WARRANTY l5 VOID WITH OUT HGY(5) AT PEAL( FLOW SHALL BE ASSESSED TO ENSURE NO PROPERON BY A MODULAR g7LANOS REPRESEMAiM. UPSTREAM FLOODING PEAK HOG AND BYPASS CAPACITY GENERAL NOTES SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE AL 4.41IERALS UNLESS OTHERNSE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE FOR PRD!£CT SPECIFIC DAAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PLAN VIEW ZliCeD Br ale OR :4 G/G PUNT `. R'7A8tLWMfM 80' LEFT END VIEW RIGHT END VIEW LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEYADON BETWEEN THE INLET AND MEET BE PRODDED TD ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO S0 MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MAY C4U5E UPSTREAM FLOODING. 2-YEAR RELEASE RATE (CIS) MEWING HEAD (FT) PRETREATMENT LOADING PARE (GPM/SF) WEDAND MEDIA LOADING RATE (GPM/SF) 0.096 28 T.0 PROPRIETARY AND CONDOM. Do' `Clean A Forterra Company MWS-L-4-8-V STORMWATER BIOFILTRATIDNSYSTEM STANDARD DETAIL O2 MODULAR WETLAND B NOT TO SCALE C BUILDING WALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS. DOWNSPOUT OR RAIN LEADER. REFER TO ARCHITECTURAL DRAWINGS. PVC CAP. CUT HOLE IN CAP TO ALLOW DOWNSPOUT / RAIN LEADER TO PENETRATE WITH )e" CLEARANCE FINISHED GRADE EANOUT FRAME AND GRATE PER DETAIL PVC SDR35 (TYP) WYE PROVIDE FITTINGS AS REQUIRED BUILDING FOUNDATION. REFER TO STRUCTURAL DRAWINGS, O4 ROOF DOWNSPOUT NOT TO SCALE WE PUT WATER IN ITS NDS, INC. 851 NORTH HARVARD AVE. LINDSAY, CA 93247 TOLL FREE: 1A00-726-1994 811000(559)562-9888 FAX: (559)562'4488 vfm.ntlspro.com 1. CHANNELS TO flE MT/WM MilialkrE.G.PATE TO DE PPOIKTED FROM CONCRETE POUR PROFESSIONALS FOP PLMNINGP.119PCSES OTC, O5 5 INCH NDS PRO SERIES TRENCH DRAIN NOT TO SCALE Know what's below. Call before you dig. NL TACOMA • SEATTLE • SPOKANE • TRI-CITIES Protect Titis: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 issue Set & Date. PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 A /'T\ ADDENDA 1-9.17.18 Revisions: Sheet Title: STORM NOTES AND DETAILS Desioned by: Drawn Ey: Checked bv: Sheet No. C4.11 15 of 27 sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.eh5.com WEB City of Tukwila UiLL73G 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School 71 Modernization and Addition Tukwila School District BLRB i i "_ TACOMA 1250 Su Via 2536275594 BLRB PT<Ate 000 hinIon98402 corl Drawing Title: STORM NOTES AND DETAILS pet' : 09.05,2018 Drawn By : TJM Redsed: 12/19/2018 Project No. 16.08 Stamp n �G9 e&SfONAL �lrA Sheet No. C4.11 RECE'.VEL? 9ITY OF TUKWILA Arr. OA MRJ/ BLRB ARCHITECTS, P.S. PERMIT CENTER 2 3 4 6 7 8 9 A B D E F G H K F STER HIGH SCH •OL MODERNIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. • PROPOSED LAYOUT NOTES EFrFcFlirFEFioiEai=91'6sF:Fii g 6 4 F2‘07270Vg) ANIFO2D COMPONEN23121121E FIELD. ) '112E SUEDES. ENGINEER MUST REVIEW ELEVATIONS MD IF NECESSARY ADJUST 612ADING 20 ENSURE THE CHAMBER 6 t-2, 9 STONE BEJ,N, ,^) COVER REQUIREMENTS ME 212.2) 40 %, STONE VOID =12=2'9707,1E7Nt= 202 SYS2221PERI,ETER )21 PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE OOP OF PAVEMEN1,1)2PAW.0)) 222.21 ))1242,121,4220WASLE. GRAI2E))))212AVEDV21122.22,221, 204.21 2.2211M1224.1.0122151.2 GRADE )212PAVED TRA2FIC)) 22181 n»212,411,12)1.10WAK.E GRADE )22,SE OF 2 lEXIDLE PAVE))12, 222.21 4.12422). ALLOWABLE GRADE (TOP OF RIGID PAVE21.22) 22101 TOP OF STONE) 22281 TOP OF NAC215210 022)22122.R, 221.01 20 12 22)8021)014 MANIFOLD INVERT) 271.09 24,202222012 ROW INVERT) 22,00 801)10),102 21C21502 CHAMBER, 226.121 UNIDERDRAIN INVERT) 222.02 210121)0,102 STONE) 2215.05 ry.F",1499L"NaO73=7:LIL=1= PEET 4.4uutir, ercwtCTION Ai ALL CHAMBER INLET ROWS (SEE NOTES) WC.. ENO CA12.12.1)2 444',44r,44%=4.44,7a= 2.21221C))2R.212222222)AN )0E2)22» INSPE.01) PORT 6) ADS »)121:21222 WALL PERFORATED KIM UNDERDRAIN F11,42bsEERI Itt=4`04,7=0=4"— P=IPEPEI4l,' 22,224,02 21.1.212021-0M1MANIFOLD INVEI2T 2222 ABOVE CHAMBER BASE (SEE NOTES) PE 2 411 88 ;E 11 88 2 OE --47,PBSE00,SEE0 )2C-1500 CHAMBER OPTIONAL INSPECTION PORT MC21,20 ENO CA2) .4, 'Ec0ZEBaaal.:F! MC-4600 ISOLATOR ROW DETAIL INSPECTION 8, MAINTENANCE STEP I) INSPEO1150,200.12022 FOR SEDIMENT A. INSPECTION PORTS 2212RESENT) A.1. )2221022E/0.2tit2 0211,1.0PLAST INLINE Ot2.2,2) IIIMG=IT2Ir271)%117))=7:0)7).'2:20'.r2VOZ21.1 OF SEDIMENT AND RECORD 021.1242ENANCE 200 .2.6. LOWER A CAMERA 2220120,2022ROW FOR VISUAL N22E011021 OF 5.20122ENT LEVELS 20P710.2.1. AA 12 SEDMENT IS AT, OR ABOVE. 2) )20 mn, PROCEED 20 STEP 2.12 NO, PROCEED TO MEP 2. Alt ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT 2.11251112P)2 ENO 02120,2021 ROVV rAY1172=172L2T072;TATNEZ:),;PIrgglgrO7AUCriFrE12=141)20' ,” PP=1",4,!=E,MEPPIP.P=07-007010!;014=0074,4.4,., CLEAN OUT ISOLATOR ROW USING THE .1E2VAC PROCESS =111T:274'57gr2 TI'VZ=T2117,721%%').r1,2"' "" C. VACUUM 2.1722.1472222 SE2211,S. REQUIRED STE, REPLACE ALL COVERS, GRATES, FILTERS) AND LIDS) RECORD OBSERVATIONS MD ACTIONS. STE, INSPECT MO CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORNATECH SYSTEM. NOTES "7004P0444,PP(11,""4=v14P,P0==`,100VPP-----'4"'P''°" 2 CONDUCT 22.172.22222 VACTOPING ANNUALLY OR WREN INSPECTION SHOW2.222AINTENANCE )2 NECESSARY. CONCRETE COLLAR PAVEMENT ,,E=PPIZTP.,10— FLEXST0122.1 CP2C2112 NUN LISE'0702= 6) )120 )222). INSERTATEE PART262262)2271, FiE4177F0'070EiEEE0= Fh'iggLL' 2,,'"'071)=X2ITZF')Ir COv[4220.21ATE PAR1212212/12261, • .2 PART. 2212.61P2222 GAN BE USED 222012.12E12,2 NECESSARY COMPONENTS 2012 A SOLID1.112 INSPECTION POP.2 INSTAIIIMON MC-4500 6. INSPECTION PORT DETAIL 0 STORMTECH MC-4500 DETENTION CHAMBERS NOT TO SCALE Know what's below. Call before you dig. ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASFITO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT ' """E"' "T'''"'T'IT2712%12r '2X.E.'ArVngrXPrEtIVEE).511E2)ASE 0?)2,71.EPARI)02 2H2.)0,22YER ENGINEER)SPLANSZI"EAg1==)ENT SUBORADE REQUIREMENTS, WA PREPARE,. 8222 0E21. ENGINEER. PLANS. r4,-,,n,==.004== ' IMTIAL FIL. FILL MATEPIA,ORLAVEIVC. ""N_TE_s7t,A°rT97g.gr=.7IE ''' ol!! tt,,' 212.2107,221i PAVE2)2)22 SUBBASE MY SEP PART OF TNE.C. LAVER. GRANULAR WAIggAa00Sc0=C,O=IEURES,35% MOST PAVEMENT 526122252 luIPTEMALS CAN BE USEO NUR) OF MS LAVER. AATO= OR MS,ITO M-43, B. la MOEN C01221NOTIONS ArrEli 22) )220 mm)OF MATERIAL OVER THE CRNABERS IS R,EP.CIIED. COMPACT N.M., LAYERS IN 12 P 0 am) UV LIFTS TO A MIN. SS.PROCTOP DENS,POR WELL G122DED M112,2)2tAt. MO 0292 RELATIVE DENS, FOR PROCESSED AGGREGATE ' E"""'"'"WIA=OrPONWA' MTTOT7474 TAY E ft ABOVE. CLEAN, CREJ51,0. ANGULAR STONE AASHTO k14.3, NO COMPACTION REWIRED. A FOUNDATION STOW FILL DELOW CHAMBERS FRONITME Sal,GPADE UP TO THE F0,110,10. 0.IE CHAMBER. ...N.M.., ArvelltAR STONE AMMO .13' PLATE COMPACT ORR°. TO ACHIEVE A FLAT silRFACE.. 7.'.'r,VIIT-rEIDAASI-ITO,Og1,,GZI-=::RE FOR GRA., NS ON, THE STONE MUST ALSO SE CLEAN CRUSHED ...MAAR FOR EXMIKE ',SPECIFICATION FOP Pa STONE WOULD STATE' "CLEANSAUSI 2 Vglitgg..?..240:“A'O)222)212E221.11R2),22221TS ARE MET FOR W LOCATION MATERIALS WHEN PLACED AND COMPACIED 1219,0 m)2,222,X)1.12.22 USING TWO FULL COVERAGES W11)21 A VIBRATORTcCOP.:PANgi EZ:=ZET'S172a7=4:)71.1'2=ITC)=1)TdIrP'017g1;74=2=ENT'""'"". 'Ar GE021,1122.2.21. 621121201.1.2NOVEN GEOTe)),E ALL AROUND MEAN, CRUSHED, ANGULAR ST012E1212, E) LAYERS P=47LTar )CAN SE StOrEngg74A)12L) )2 )E.E2m122. NOTES: —,n°00°P`41 L1I4E4PEtt4atatapta , 44! 1. 1)10.4a2pc)2222BERS SHALL CMFOR12,01-HE REQUIREMENTS OF AST)) 22412 )STAND.2120 SPECIFICAT)021200.2002)ROIMENE ,P)C0112)110A720 WAL2 Si0122)12VATE12 COLLEO,021 C),A22122122, 2. )2C-4200 CHAMBERS SHALL BE DESIGNED))) ACCORDAKE W1221.221 22222 )222.1),RD PRACTICE.), STRUCTURAL 022.10210,212I2)20PLASTIC CORRUGATED 51-02))2WATER COLLECTION CHAMBERS)) 'ACCEPTABLE Fill LIATERIA2S)22)1222 ABOVE PROVIDES MATER), LOCATIONS. DESCREPTIONS. GRADKRONS. AND COMPACTION RE21)1111E2122225 202,0t1121222,0»,122)2E0)2E212. AND PILL MATERIALS. a. 212E SITE DEsIoN EN°12).12 IS RESFONSIBLE. FOR ASSESSING THE REARING.RESISTANCE )211.20WABLE BEAR2,20 CAPACIP2)02 TRE 8122.GRAIX SOILS MD THE DE221.10F 2022.1122,21021STONE WM) CONSIOERA,222 FC21 THE 2))022GE OF EXPECTED S01). MOISTURE CONDMONS. 2. ONCE LAYER 0 IS PLACED. ANY 2022)2ATERIAL CAN SE PLACED EN LAYER V UP TO THERMS,. GRADE.220ST PAVEMENT SUBSASE SOILS CAN SE IISED TO REPLACE THE MATERIAL REOUREMENTS 02122VER OR 'DAT 211E5122 DESEG21 ENGINEER'S DISCRETION. . PERNETER STONE MST BE EXTENDED 1202)120)))2210,0 )21-)E EXCAVATION WALL FOR 2011.1 VERTICAL MO 2202E2) EXCAVATION WALLS. i L 0 50 3 F 5 sg= UNDERDRAIN DETAIL 9,012121TECH 111111112 02)21E2 MANIFOLD STORIATECH ENI) CAP )202,WOVEN GEOTEXTILE )4!)212.2 MD SIZE OF UP) 21212RAINS PER 221)2 DESIGN ENGINEER !e!!!=70040004°0z.'=8,1C,00SYSTEMS 14.22.22201.2) STI20 MANIF022) )2 ER ION MC -SERIES END CAP INSERTION DETAIL SIORMTECN END CAP (TPA It=rEtlIIIPa."X44'47°'4` DM.), , OW R20222 CORR. HIVE )2E2112) » HISDRECTION PERFORATED )12222220RAIN ZPEEPP=0. MAW.) NEADEP MANIFOLD STUB MC-4500 TECHNICAL SPECIFICATION NTS NOWial. CHAMBER SPECIRCNRONS. „ro x ,2,27 8.,nr x1-I X INSTALLED LENGTE, „0, , ==g STORAGP 102 CIAO FEET (a.V., 150 Olbs. 090 NOMINAL x s9,x so„ „rt, SaE ,W X H INSTALLED LENGTH) : „ 2NX:4 TjrZ20 STORAGE. loo CUBIC FEET P.sa WEIGHT 135 ;;Tortitg1===rga ==STra74."`"'""' :T-ut 2T-7g VZ=ZeTE:=7-' =="XASIT PART # 22C22.52)011EPEOOT )21.2.0022EPEOP5 MC.00REPEOST NICA.GREFEMB MC45.1IEPEIOT ML.150013£PE108 1.1.500REPE12T NIC4500PEPE.6 M110.90REPE157. MC4500REPE1513 MC.450011EPEleiC =P.P0 1.10.00REPEItieW STUB 12,200 Elm) 8 1.01 (20 inn, 1.70,mm) 293,766 rnm, 1.97. (39mm) laC45022)EPE2aTO MC.2152011EP22)2202 2.1.5021122,2225C NICA202.22EPE29SW 2, coo inmi (57 mm) NIGSOOREPE..208C MC,2522112EFESEEC IvICA.02)EPE,2212C. 2,250 m2)) 96)(2210 )2m) 42)(10200221 2.05,73 32,83 mml 3.55. mm) NCrtE).2.21,22.2210222. RENON)). '1',/trjklt717(=:0'1)E'Sr INVENTORIED MAINIFOUES INCLUDE PT*1'7=r NVERM.11710=EIWCISUI =WEVE=1=52:" NVIrIZTgler0=N7 PRE IEEE HIGEIEST POSSIELE FOR THE PPE WE. 0 53 51 00 Know what's below. Call before you dig. NLY TACOMA • SEATTLE • SPOKANE • TRI-CITIES Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION cwm_ TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 ism. Set & Date: PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 A A ADDENDA I - 9.17.18 Revisions. Sheet Title: STORM NOTES AND DETAILS Desiened by: Drawn bv: Checked bvi Sheet No. C4.12 16 of 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB -!E JA:t 04 2313 City cf Tukwila BUILUNG 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District B LR B TACOMA .053 Drawing Tale STORM NOTES AND DETAILS D.'. 09 OS 2018 Drawn By TJM Revised 12/19/2018 P"..'N° 16 08 Sta aTA, Sheet No , ..• 00g0100 C4.12 °CITY OF 1 UhaDECEIVEDVili? BLRB ARCHITECTS, P.S. DEC 20 20111 PERMIT CENTER 9 A c 0 E F G 11 K I' CAP EXISTING NATURAL"( ASS' r- / 319'15'i `-'=_� 1_ LINE. COORDINATEWITH P E. \-- _- _- �- --��_-._._M1_, �� ��� / L. alum"\ Yam,,,..._ I /IrI I // J i/i . '/IfI iiEXII 1 r' J i I _- STING WATVAULT, N ADJUST RIMTFG,SEE GRADING PLANS ` % I f'(/ I I _ I I i 1 •L J I L N I �� I I ICI d f I I (I LJLl liii gal I I _(1)10"45°BEN (MJ) THRUST BLO KING CONNECT TO, MAIN -N-176858.21 E 1282434.07 iii I,, lii 24 LF 10" DJ CL 52 III W \i 6 811 TI ENor NWEN EXISTING FIRE / HYDRANP STCB(5277-1 RIM 290.28 127' CONC N!1 1 &287.53 n I/ I 1 )I10 4511 BEt//DJ(MJ) /,rt RUST BLOCKING /E 68409$$ 1 // 1 : 450/b6 I /// Vi /0 1-8--T TO 0 LE 10"/D1CL 6" TEE (M 7(FL) (!i ATEIVALVE (FLXMJ) It TH P15T BLOCKING II�'f N 76840.66 ti l' /282459.42 172 46CF 6'' DFCC 52 UTILITY CROSSINGS PROPR" WATER E=283.93 1.47' PROP 8" STORM CROWN=282.49 PROP 10" WATER E=281.74 1.05' PROP 8" STORM \ CROWN=280.60 PROP 10" 0 WATER 1E6282.90 .32' PROP 8" STORM CROWN=281,58 Know what's below. Call before you dig. PROP 10" WATER IE=283.77 PROP 8" STORM CROWN=281.44 PROP STORM E=281.07 2.14' PROP 6" b SEWER \ CROWN=278.93 PROVIDE PVC DRAIN TO CB WITH SUMP PUMP pDCVA61 577-LA WI 75T-42ETO•® 28LF6"DI CL52 FIRE SERVICE POINT OF CONNECTION. SEE MECHANICAL PROP 10" WATER E=281.22 81' EXIST B" SEWER CROWN=277.41 �I^ PROP STORM E=283.37 2.30' PROP 6" SEWER \ CROWN=280.97 PROP 6" WATER 1E3283.27 PROP 8" STORM CROWN""282.16 PROP8" /l^ STORM 1E3278.57 .36' EXIST 8" SEWER CROWN=277.21 PROP8" STORM IE=282.67 .00' MIN PROP 10" WATER CROWN=28367 JC)PROP STORM6" _�I.JJ 1E3283.46 1.00' MIN 6" ,_,__,PROP WATER CROWN=282.46 SSMH #1 I 48" SSMH RIM: 287.30 IE: 277,79 EX 8" (N) IE: 277.89 6" (S) SSC0,61 RIM 287(09 IE: 278.92 6" (S) 1E1278.92 0" (N) 1E: J78.92 6" (SW) 27 LF 6"@ ACID NEUTRA /' ON TANK. SEE' HANICAL 17-8 11) 1 1-8 /SSCD #3 RIM:287,88 -� IE:280.636" (N) 6. FIRE SUPPRESSION SERVICE LINES AND FIRE DEPARTMENT CONNECTION LINES SHALL HAVE RESTRAINED JOINTS AND THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS FOR THEIR ENTIRE LENGTH. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIG TS-OF-WAY OR EASEMENTS AFTER ASPHA T PAVING. 4. SEWER DESIGN IS BASED ON RECORD DRAWING INFORMATION. CONTRACTOR SHALL POTHOLE TO CONFIRM ELEVATIONS AND LOCATIONS OF EXISTING FACILITIES AND NOTIFY ENGINEER OF 5 FOR DDCVA DETAIL SEE 6. POINTS OF CONNECTION TO EXISTING SYSTEMS ARE BASED ON AVAILABLE RECORDS. CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATIONS. NOTIFY ENGINEER OF DISCREPANCIES TWO WORKING DAYS IN ADVANCE OF ANY WORK. 7, FIRE MAIN RELOCATION SHALL BE COORDINATED WITH THE PHASING PLAN IN ORDER TO MAINTAIN FIRE PROTECTION THROUGHOUT CONSTRUCTION. 7. ALL HYDRANTS AND SURFACE ACCESS ROADS SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. LEGEND 0)6" GA'TE VALVE (FLXMJ) (1) FIRE HYDRANT ASSEMBLY '1-1 THRUST BLOCKING Fri STER HIGH SCHOOL ODERNIZATION & AD'! ITI N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. D - I A �II 3 , i J I1 ! �i Z l ij FIRE PROTECTION NOTES: 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE DRAWINGS, INCLUDING MATERIALS, SIZING, AND CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE PROTECTION WORK INCLUDING DETAIL DRAWINGS, SHALL BE STAMPED FOR APPROVAL BY A FIRE PROTECTION ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUN NOT LIMITED TO ACQUISITION OF ALL PERMITS. 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED 8Y A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN / ACCORDANCE WITH WAS 212-80.010. / / l) "'--0)10" 45° BEND (M4 �,,_, THRUST BLOCKING' I 4. CONTRACTOR'S BID SHALL REFLECT THESE CONDITIONS AND REQUIREMENTS. 5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC REQUIRES A SEPARATE PERMIT FROM THE FIRE DEPARTMENT. CONTRACTOR SHALL APPLY FOR AND OBTAIN PERMIT. (2) 10" GATE VALVES (FLXMJ)t ,811 THRUST BLOCKING THRUST BLOCKING PVC SW 1,282.02 LADDER W 8.8 THRUST BLOCKING r' THRUST BLOCKING PROVIDE PVC DRAIN TO CB WITH SUMP PUMP FIRE SERVICE POINT OF CONNECTION. SEE MECHANICAL AD AND CAE 97-18.2306 82893.5242 Me 225 RI -2815889 (2)10" GATE VALVES (FLXMJ) (1)6" GATE VALVE (FLXMJ) (1) FIRE HYDRANT ASSEMBLY THRUST BLOCKING LF 10" DI CL 52 THRUST BLOCKING SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PIV) GATE VALVE CONCRETE THRUST BLOCKING FITTINGS AS NOTED SANITARY SEWER PIPING WATER PIPING WATER SERVICE PIPING FIRE SERVICE PIPING 0" COUPLER CONNECT TO EX 10" MAIN WATER MAIN‘,,,111 GRAPHIC SCALE 10 20 40 Know what's below. Call before you dig. Proiect FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set 8 Date, PERMIT SET 12/19/18 A Shea TItlo: UTILITY PLAN Desionod by: Drawn by: Checked by: Sheet No. 17 or 27 Sh26,0 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School -4T Modernization and Addition Tukwila School District BLRB arc: TACOMA BLRB corn Drawing Title UTILITY PLAN PERMIT CENTER _J 2 3 4 6 7 8 9 A B C D E F H K F ` `STER HIG SCH OL ODE N ZATION & A: DITI? A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M CITY OF TUKWILA, KING COUNTY, WASHINGTON. WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICA110N OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING. TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING, 4, CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIA110N FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED MATH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, 816.2, 816.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER, ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WO #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND UVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT N0. 125 SUPERINTENDENT, 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION, 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL 8Y THE WO #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WO #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL 8E 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D-1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23, ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25, ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER, 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. Know what's below. Call before you dig. .MA ASPHALT, PAVEMENT EXISTING ASPHALT " MINIMUM PATCH ,., sue,. wr r w1i iP+ alma* r�0 gflail obili �il �CL. I.II PIPE BEDDING 2" -wH 000 03T EXISTING PAVEMENT (TYE) 1 1/2" CRUSHED UNLESS OTHERWISE REQUIRED BY THE COUNTY 000 SLOPE AS 2E4 JIRED NOTES: 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION. A MINIMUM OF A TWO YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. A CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, 0R AS DIRECTED BY CITY ENGINEER. 4. OUTSIDE PAVED OR ROCKED AREAS NATIVE BACKFILL MAY BE USED IF APPROVED BY DISTRICT. 90'D COMPACTION REQUIRED. TRENCH CROSS SECTION KING COUNTY O1 WATER TRENCH DETAIL NOT TO SCALE STD. DETAIL No. 15A OM 1 UP w alt r�1 King County Water Distric No. 125 VALVE BOX TO OF_ OLYMPIC FOUNDRY OR EQUAL EARS TO GE ALIGNED WITH PIPE LINE x2' ASPHALT PAD NOTES'. S0VARE 0_ OPERATING NUT / SEE DETAIL 1/3 TOTAL LENGTH 4" MI, OVERLAP L4 1/4" DIA. x THICKNESS 1" SOLID METAL STOC �- 3/8" SET SCREW. ` 2 1/4" SQUARE INSIDE MEASUREMENT. 1/6" MIN. THICKNESS VALVE OPERATING NUT EXTENSION 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED CRAVE. 2. ONLI ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. MAXIMUM. DISTANCE BETWEEN OPERATING NUT OF EXTENSION AND FINISH GRADE TO BE 2 FEET. 4. ALL EXTENSIONS ARE TO RE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT_ .M42,2" ASPHALT PAD REQUIRED IF VALVE BOX 'S SET IN UNPAVED SURFACE. Ey VALVE EXTENSION DETAIL STD. DETAIL No. 8 fing County otter District No. 125 O2 VALVE EXTENSION NOT TO SCALE Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE ' TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEE 253.303.2572 FAX ww9.shbl.coln WEB Proleei Title FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set 8 Date: PERMIT SET 12/19/18 A A ADDENDA 3-10.3.18 A A ADDENDA 1-9,17.18 Revisions: Sheet Title: WATER NOTES AND DETAILS Designed bv: Drawn bv: Cheekod bv: Sheet No. C5.10 18 01 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383,2572 FAX 8WW.ah8.com WEB City of Tukwila UIILLLI G Di'/IS: ADDENDUM 4 10/8/18 ADDENDUM 3 1D/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District BLRB TACOMA _.. RSOPac'u Ave. Suite 700 Wath ngton984C2 ESI6E73599 ,. SLR B coin Drawing Title: WATER NOTES AND DETAILS D.I. 09,05,2018 omwn By: TJM Revised: 12/19/2018 ProjectNO' 16.08 StampO�4��`y Sheet No. * 9 ° C5.10 Al RECEIVED Race F�SS7(INAL co CITY OF 1 U KSVILA of RrT g n ry04,1,1 BLRB ARCHITECTS, P.S. PERMIT CENTER J 2 4 5 8 9 11/6/2018 4:23:46 PM A B C D E F G K F STER HIGH SCHOOL MODERNIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. MNNT BLOCK STORTL` RE HARD T TD 34 PAINTED WITH TWO COATS OF FARWEST PAINT. HYDRANTS9T 3 DUAL M&H 02MUELLERANTS SI ALL CONFORM TO A.W.W.A. SPECIFIC TIONS C 502-5 mrvG MG.E w:TrGOi eReAZ.°G" TIZOL=' IVh oli A., D sieMl aHAu BONNET WITH FACTORY FILLED RESERVOIR GVE AYLOPo LUBRi N NLOF HYDRANT IS OPERATED. THE UPPER STEM SHALL NAVE A BRASS SLEEVE. SING COUNTY sin 100 os0ATAC/ /z/DD, oas„HED Rack IRory PIPE cnLE PR./. SHACKLE RODS OR MEGAL"S NOTE PER LOCAL JLIR/SOICTION FINISHED PA.MENT. DETEEAIL. "' Box WEo a I1VCAST IRON TEE vA_vE ( 0U001 x 0L. OARED RC05 SHACKLE DETAIL KING LINDISNRBED FLANGE JOINT LL H,,,2UfPE/a1MTNR00 02PAy-ILLRAND ONE 5" STRP2LPUMPER " ARGE OONN'ECTION AND 91/aMAIN VAL, OPENING, NS YAVnENGB NUABOVGMELTFtVHEACE0,1 OF ,HG PUMPER DISCHARGE PORT. nu io L,¢OPERi OUTTOR IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED ON RELAnCN TO STREET CENTER LINE) C. HYDRANT tNSTALL4,110 TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF NKWILA MUNICIPAL CODE 14.24 AND CftY ORDINANCE OR CITY OF SEATAC ROUIREMENis. ay. sBT,%SScou.a;ATAC AND TGKNaLA STD. DETAIL No. 3 FIRE HYDRANT ASSEMBLY DETAIL is nE__ 1' Enl oe" ie King Co uniy water District No. 125 O1 FIRE HYDRANT ASSEMBLY NOT TO SCALE Know what's below. Call before you dig. CAPPED CROSS 90' BEND Ben gRUse Aga inst Modest r6ed soil (S0 (4 10 19 56 BEARNc AREA of conTO THRUsi-B DCK eIED OF 2000 POUNDS S PER SQUARE FFCOT. BEARING LOAD AGAINST THF. FIMTi0G 2/0 50400E GIOO1 4000000 ND BLOCK SHALL BEAR AGAINST FITTINGSLAND gnaws( OF aOINi. O PERMITOTAAKING U R DISMANTLINP TO OUSLY WITHSTANDSeanOPERATION PRESSURE UNDER ALL CONDITIONS of SERVICE. BE EOI AL Nt/2THE'AIE.•LPRO• TrIE GRCUVD T.V,NiNNIZ O4°TNREIEADINN UPON TH s'"" n UNDIsiuRBED sots E RESTRAINED JOINT BENDS AND PIPE IN LIEU B..ARING AREA HAS BEE,. DISNRBEDN.a Cis OR TEE W/ PLUG 4.5 BEND .t I/a• BEND STD. DETAIL No. 5 HORIZONTAL THRUST BLOCKING DETAIL & TABLE Eo comm.. np,L TSTECKLRos N,s SIN—CPSA .,ue,OOene0T0OTAISSMSreIer ,A).2Eu:oa. / County er District No. 125 O2 CONCRETE THRUST BLOCKING NOT TO SCALE 30° 5" STORZ FIRE DEPARTMENT INLET CONNECTION 36"-48" RAISED LETTERS "AUTO SPRINKLER" 6" DUCTILE IRON CLASS 52 PIPE (FLANGE x FLANGE) 18"x185(8" CONCRETE SLAB CENTERED ON FDC +11,-1 ■III -I' 6" 90° BEND (FLANGE x FLANGE) DRIP VALVE THRUST BLOCKING NOTES: 1. ALL FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE ORIENTED IN THE DIRECTION OF THE FIRE APPARATUS ACCESS, AND HAVE A 4 FOOT CLEAR SPACE TO THE FRONT AND SIDES OF THE CONNECTION. 2. THE BUILDING ADDRESS SERVED BY THE FDC SHALL BE STENCILED VERTICALLY IN 3-INCH HIGH WHITE NUMBERS ON A "SAFETY RED" BACKGROUND DIRECTLY BENEATH THE HOSE CONNECTION, FACING THE DIRECTION OF VEHICULAR ACCESS. O3 FIRE DEPARTMENT CONNECTION NOT TO SCALE POST INDICATOR THRUST BLOCK NOTE: 1. REFER TO ELECTRICAL PLANS FOR SIGNAL AND POWER TO SUPERVISORY/TAMPER SWITCH. PIPE MATERIAL AND FITTINGS AS PER SPECIFICATIONS NOTES: 1. ALL POST INDICATOR VALVES (PTV) SHALL BE ORIENTED IN THE DIRECTION OF VEHICULAR ACCESS. 2. ALL PIV'S SHALL HAVE THE BUILDING ADDRESS SERVED BY THE PIV STENCILED VERTICALLY IN 3-INCH HIGH WHITENUMBER ON A "SAFETY RED" BACKGROUND. Oa'r' POST INDICATOR VALVE NOT TO SCALE Know what's below. Call before you dig. NL TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 TEL 253.383,2572 FAX www.ehbl.com WEB Pro loot Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set & Date: PERMIT SET 12/19/18 A A ADDENDA 3-10.3.18 A ADDENDA 1 9.17.18 Revl&Ions: Sheet Title: WATER NOTES AND DETAILS Deslanea bv: Drava: Checked bv: Shoat No. C5.11 19 81 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.333.2572 FAX www.ahb)com WEB City of Tul:e/!la U(LD2 2G GIVC. 4 ADDENDUM 4 1091/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA Rea 700 Was 253'275599 °Con98402 BLRB corn Dtawin9 Title: WATER NOTES AND DETAILS Date: 09.05.2018 Drawn By. TJM Revised : 12/ 19/2018 Ptoiect No. 16.08 °6C g,Y�lONA<C0o i4Y ENW Sheet No 1 yOCWLA 1 BLRB ARCHITECTS, P.S. PERMIT CENTER 5 6 9 A B C D E F O H K Fa SEER HIGH SCHOOL ODERNIZATION & ADDITIO A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. VAULT FLOOR CURB INLET TYPE SUMP NO SCALE 247 555e,4a;yo —GROU1 SEAL AROUND CASTING EZE(HANGING C SUMP)N S of c BVATt rrn MAOEIIP. av DISTRICT.) END. DETAIL No. IBA DOUBLE DETECTOR CHECK ASSEMBLY W/ HATCH DOORS County r District No. 125 0 44 4W. a as n.u.a c GRAVFuo SCALE _21L STD. DETAIL No. 19B ODOUBLE DETECTOR CHECK ASSEMBLY 1 NOT TO SCALF_ Know what's below. Call before you dig. A'/ER METER WATER MAI DISCHARGE -£/4" PVC. "DISCHARGE PIPE MIN 12" STRAIGHT PE REQUIRED! DESCRIPTION A5 8-3 BALL VALVE - THREADED — FEBCC MODEL B50 DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLE 1" CLA VAL MODEL'124- FLOAT VALVE C/W 2' LONG PVC FLAT ROD AND FLOAT 1" AQUAMATIC MODEL 542-3 BLUE FLUID EJECTOR BRASS FLOSE0 NIPPLE BRASS REDUCINN BUSHING PVC MPT X SOCKET ADAPTER FLOMATC MODEL 104P PVC FOOT VALVE 4" WATER PRESSURE ,REDUCING VALVE, WATTS. VALKENS OR IAPPROVE0 EQUAL SUMP DRAIN ASSEMBLY MODEL #996633-51-2 {AS'MANUFACTURED 00 GC STSTEMS)I NTS l' WATER METER SHALL BE -PURCHASED AN01 OBTAINED FROM KCWO-1 (PURPOSE OF METER 15 TO ACCOUNT FOR ANNUAL WATER LOSS) j+ STD. DETAIL N SUMP (PUMP DETAIL O2 SUMP PUMP NOT TO SCALE DOUBLE DETECTOR CHECK ASSEMBLY W/ HATCH DOORS �A r p 27, 4 ; King County Water District N5 i. Wc.wvL�:nso uw:ao"s«r wn A.Pao� No. 125 PP OEXSP110N FL COUPLING ADAPTER FL X PE SPOOL MJ tONG BARREL SLEEVE PE SPOOL AD,JSTABLE PIPE SUPPORT. GRINNEL NO. 264 OR EQUAL FL 90. BEND CHECK VALVE FIRE DEPARTMENT CONNECTION - BASED ON FRE MARSHAI REQUIREMENTS PRE -CAST VAULT, SEE CALL T BELOW 2' PVC DRAIN PIPE TO DAYLIGHT PROVIDE RODENT -PROOF SCREEN AT DAAIGHT OR CONNECT TO STRUCTURE DIAMOND PLATE DOOR. LW PRODUCTS COMPANY HO-SC. OR UAL FOR TRAFFIC AREAS. D-DC FOR NON -TRADE -IC AREAS 6' T ION RING FREE STANDING GALVAN,E0 L DDER ATTACHED TO FLOOR AND SIDE OF MATCH Kc srST=Jas sD pP DRAIN ns `I�orS'o LI 2 `MTH asm�i 16) AND BAIL CORP. STOP (SEE.DETAIL ,a) U0M1Y VAULT N0. (OR APPROVED EQUAL) 577-LA W/ s7T-42E TOP S...CSION 4106-LA W/ 5106-TL-44F TOP SECTION I, INSTALLED AROUND RIPE. ALL B' CORED. WITH LINK -SEAL OR EQUAL 2. ALL PIPE AND MINDS TO BE RUC,. OR CAST IRON. c HA-ORa7 Pa _ - ,T SUPPLIER CUTS MATERIALS TO BE USED, FOR AP. ROVA "6. VAULTS TO HAVE HANGING SUMPS 1' SUMP DUMP TO BE USED. STD. DETAIL No. 19C DOUBLE DETECTOR CHECK ASSEMBLY nW/ HATCH DOORS Xing Cou Water Distric No. 125 Know what's below. Call before you dig. TACOMA • SEATTLE - SPOKANE • TRI-CITIES Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client, TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set & Rats' PERMIT SET 12/19/18 A A ADDENDA 3 -10.3.18 fA ^j ADDENDA 1 - 9.17.18 RevISIons. Sheet Title: WATER NOTES AND DETAILS Designed by: Drawn hv: Checked bv: Sheet No C5.12 20 or 27 Sheen TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX Www.ahbl.com WEB 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/1B ADDENDUM 1 9/1Y/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District BLRB w)s,:;,:• :._ TACOMA 1250Pe<f<A�e le)07 Wash ngtoa0d4 2 " 211 201144 ;'Y BLRB.com Drawing Tee: WATER NOTES AND DETAILS Date : 09.05.2018 Drawn By : TJM Revises: 12/19/2018 Profecl No. 16.08 Stamp S, Gr9 Sheet No a �� �° M e^ y C5.12 MCiiTED o '+bf3a96��� �SSIDNAL CITY OF TUKWIL/ Wti a of DEC 242818,/ BLRB ARCHITECTS, P.S. PERMIT CENTER J 2 4 5 6 7 9 A B C D E F G H K Know what's below. Call before you dig. F STER HIGH SCHOOL MODERNIZATION & ADDITIOz A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. STANDARD MANHOLE FRAME AND COVER, SEE DETAIL 10 EXISTING GRADE TACK & SEAL JOINTS, TYP. /7i HANDHOLD IN CHIMNEY FEORON TO BE 3.5" OUF�* FROM WALL. \� " SEE DETAIL 9 ' �' MANHOLE ADJUSTMENT /\ RINGS, SEE DETAIL 10 J�/�� PRE —CAST CONES FIRST STEP BELOW CHIMNEY SECTION MANHOLE STEPS, SEE DETAIL 9 PRE —CAST BARREL 2' MANHOLE BASE SECTION WITH PREFABRICATED CHANNEL WITH FIBERGLASS LINER, SEE DETAILS 7 AND 8, OR USE KOR—N—SEAL BOOT PIPE CONNECTION OR EQUAL, IF APPROVED AND SPECIFIED COMPACTED CRUSHED ROCK OR PEA GRAVEL BEDDING NOTES: 1. DETAILS SHOWN ARE TYPICAL FOR ALL MANHOLES UNLESS OTHERWISE NOTED. 2. MANHOLE FRAME AND COVER TO 8E ON OPPOSITE SIDE FROM OUTGOING PIPE. y / SEVER DI TICT / PROVIDE ASPHALTIC CONCRETE PER DISTRICT STANDARD 911 IF LOCATED IN GRAVEL AREA FINISHED PAVEMENT GRADE RUBBER GASKET JOINT BY ASSOCIATED SAND AND GRAVEL OR EQUAL MIN. VALLEY VIEW SEWER DISTRICT DETAIL 4 STANDARD MANHOLE TYPICAL 4' DIA. MANHOLE NOT TO SCALE O1 SANITARY SEWER MANHOLE NOT TO SCALE INSTALL ONE (LOCKING) BOLT OVER LADDER FINISH GRADE TO MATCH TOP OF GRID ON LID 1/10 CEMENT/C-RA MIX 50/50 SAND CEMENT GROUT MANHOLE SECTION C.I. MH FRAME & COVER, EAST JCRDAN IRON WORKS (EJIW) OR APPROVED EQUAL. SEE PRODUCT NUMBERS BELOW FOR APPLICATION. PROVDE NON—SKID SURFACE, 1— 1' DIA. HOLE & WORD; "SEWER" CAST IN COVER. BOLT DOWN WITH 3 S.S. ALLEN HEAD BOLTS CONCRETE MANHOLE ADJUSTMENT RINGS EJIW PROD.$ APPLCATION 00371584 SID. 24' OPENING & COVER WITH 6' TALL FRAME 00371084 STD. 24' OPENING & COVER WITH 4' TALL FRAME 00371562 51D. 24' OPENING & COVER WITH GASKETED FRAME 6' TALL 00371093 STD. 24' OPENING & COVER WITH GASKE(ED FRAME 4' TALL -VJley VeT' SEWER DISTRICT VALLEY VIEW SEWER DISTRICT DETAIL 10 ADJUSTABLE MANHOLE RING & 24' FRAME & COVER NOT TO SCALE PLAN 15.25" FI FVATION HANDHOLDS (H.H.): LANE POLYPROPYLENE OR APPROVED EQUAL MANHOLE STEPS: LANE P-14938 OR APPROVED EQUAL SEWER DISTRICT / VALLEY VIEW SEWER DISTRICT DETAIL 9 MANHOLE STEP NOT TO SCALE Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 I66ue $et & Date: PERMIT SET 12/19/18 A A ADDENDA 3- 10.3.18 A A ADDENDA 1 - 9.17.18 Reyleio66: Sheet Title: SEWER NOTES AND DETAILS Designed by: Drawn by. Checked Ow Sheet No C5.13 21 01 27 Sh08ts TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX 00 6.ahblcom WEB JAN 04 io/J City of Tut.T.8a BU)L LT/)G 4 ADDENDUM 4 10/6/18 3 ADDENDUM 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB '-;'=„Iu: ,,.r: TACOMA .. I'OP <MR 5 Ie 08 W Shnw1208412 2 621.5599 BLR 8 com D awing Title: SEWER NOTES AND DETAILS Date: 09.05.2018 Drawn By: DM Revised : 12/19/2018 Project No. 16.08 Stamp v S Se6,A L°° Sheet No. C5.13 rEC•TED o a so CITY OF 1 LIKWILI F''Sloxot. w1j6 9 of DEC 20 Mil BLRB ARCHITECTS, P.S. PERMIT CENTER 9 A 8 C D E F G H K F STER HIGH SCHOOL ODE''NIZATION & ADDITI N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. NON PAVED TRAVEL AREA — AT ROAD SHOULDER k GRAVEL DRIVEWAY USE 6° COMPACTED CRUSHED ROCK IN NON PAVED AREAS - /� \ EXCAVATED NATIVE BACKEI:\\\\ LL MATERIAL 957 COMPACTION COMPACTED - BEDDING 0. AVED AVT/ AREA . 0.D.+16" MIN •MAX MIN. %MTN -► * MIN. WIDTH: WHEN H IS LESS THAN 1'=0.D. + 24" WHEN H IS GREATER THAN 1'=H + O.D. T. 24' IN PAVED AREAS - PULVERIZE EXISTING ACP AND USE AS BACKFILL 0R CRUSHED ROCK IN PAVED AREAS, RESTORE PAVEMENT WITH 2" OF 1/2" HMA OVER 4" OF COMPACTED CRUSHED ROCK 2" MIN. TYP SIDE SLOPE AS REQUIRED IN PAVED AREAS, USE 5/8" CRUSHED ROCK 95% COMPACTION FOUNDATION MATERIAL 1-1/2" MINUS CRUSHED ROCK AS REQUIRED BY ENGINEER VALLEY VIEW SEWER DISTRICT DETAIL 3A TRENCH CROSS SECTION /ey e / \ FOR PVC PIPE IN EASEMENTS arwsrxrc� l NOT TO SCALE OSANITARY SEWER TRENCH DETAIL NOT TO SCALE Know what's below. CaII before you dig. 12" CLEAN OUT COVER AND FRAME, EAST JORDAN (EJIW) PRODUCT 800369803 WITH TWO STAINLESS STEEL BOLTS NOTE: USE 8" CLEAN OUT COVER 64 e" FRAME EON PRODUCT 800367502 WITH 4" & 6" PVC PIPE SEWER MAI PER PLAN IS H GRAD CONCRETE 2500 PSI MIN. 2'-6" SQUARE CONCRETE PAD. )l'/` .5 2" DEPTH P.C.C. UNPAVED AREAS ONLY 12"2 PIPE SECTION' PVC PIPE UNIT OF PAY ITEM— LIMIT OF PAY ITEM FOR PIPE FOR CLEAN OUT /-SEWER MAIN PER PLAN FLOW NOTES: 5. CLEAN OUT COVER AND FRAME TO BE PRONDED FOR CLEAN OUTS IN RIGHT-OF-WAY AND ON PRIVATE PROPERTY. 2. ALL PVC FITTINGS TO BE SDR 26. 45' BEND SIZE PER PLAN WITH CHERNE PVC PLUG :NH -BEDDING MATERIAL CONCRETE 2500 PSI MIN. 15" CLEAN OUT COVER AND FRAME VALLEY VIEW SEWER DISTRICT DETAIL 15 8 N. OR 8 N DIAMETER dRDI DISTRICT ME, �" CLEAN OUT NOT TO SCALE 2OSANITARY SEWER CLEANOUT NOT TO SCALE Know what's below. CaII before you dig. TACOMA • SEATTLE • SPOKANE ' TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 1E4 253.383 2572 FAX 0000,0917006 WEB Protect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO.406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue $et 8 Date: PERMIT SET 12/19/18 n A ADDENDA 3 - 10.3.18 A ADDENDA 1-9.17.18 RevIelong: Sheet Title: SEWER NOTES AND DETAILS Designed by: Drawn by: Checked bv: Sheet No. C5.14 22 o1 27 sneers TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX ww0.ahbl.c0m WEB City cOTOL&il9 DU)L[ %)G 4 ADDENDUM4 10/8/18 ADDENDUM 3 10/3(18 ADDENDUM 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School -1 Modernization and Addition Tukwila School District BLRB ,ui',=:fe ...,. TACOMA 1250 Paufic455 Sub 790 Wall yton 98402 2536275599 BLRB:oln Drawing Title: SEWER NOTES AND DETAILS Date: 09.05.2018 Drawn By: TJM Revises 12/19/2018 Project No. 16.08 Stamp" S 4 Re Sheet No. C5.14 R`sssronnl �Ws 00 rtecEl.rE71 MTV OF 1010,'1IL j BLRB ARCHITECTS, P.S. DEC 20 201 PERMIT CENTER 5 6 9 A B C D E F G H J K ARKI "STOP' ESTER HIGH SCHOOL ODERNIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W. CITY OF TUKWILA, KING COUNTY, WASHINGTON. - L=1Pa N 176950.06 E 1282449.41 DO NOT '661158 N 176870,72 E 1282430.38 I MfyTCH EXISTING CU B, GUTTER J ANbSIDEWALK II MATCH LINE SEE SHEET C6.01 I I I III II Know what's below. Call before you dig. 10 COMPACT SPACES @ 8.00'=80.00' N 176878.71 E 1282481.01 176. 7.02 1282- 9.35 881884 ON BNVI 8.50' _S&>-aw t-E-__- 10 STANDARD SPACES @ 8.50'=85.00' 1768:•.39 E 2825 1.33 VC. N 176875.29 _,_E 1282570.94 E 12: 622.:2 N0' 15' 46' 10 STANDARD SPACES @ 8.50,85.00' _T VC 176••6.15 128:•31.21 8.00' 10 STANDARD SPACES @ 9.00,90,00' N 7688 .63 E 2825.1.31 N 176874.53 E 1282590.93 ON 3NV- -18211 N 17.881.2 IE128681.2 -N 176871.12 E1282680.86 I N 176942.93 E 1282716.18 25,00" 19.00' N 176832.1 E 12822730.42 N 1769?2.05 E 1282733.83 N 176744.57 E 1282759.10 � iC�CHnEN N 176731.98 E 1282810.69 GENERAL NOTES: CONTRACTOR TO PROTECT AND MAINTAIN MONUMENTS UNTIL THE END OF PROJECT. FIRE APPARATUS ACCESS ROADS "FIRE LANES" SHALL BE IDENTIFIED BY PAINTING THE CURB YELLOW AND A 4-INCH WIDE LINE AND BLOCK LETTERS 18 INCHES HIGH, PAINTED IN THE LANE, AT 50-FOOT INTERVALS, STATING: "FIRE LANE NO PARKING" IN BRIGHT YELLOW. 3. RESTORE PAVEMENT MARKINGS/STRIPING TO EXISTING CONDITIONS, AS NECESSARY, IN AREAS OF ASPHALT PATCHING. KEYNOTES: OANGLE CURB END AT 45. OZ BOLLARD, SEE LANDSCAPE 0 CONCRETE SEAT WALL, SEE LANDSCAPE O REFER TO LANDSCAPE FOR FINISH 8 SCORING LAYOUT O ADA SIGNAGE a O RESTORE STRIPING TO EXISTING CONDITION AS SHOWN. O DETECTABLE WARNING O THERMOPLASTIC PAVEMENT MARKING OBEGIN/END FIRE LANE IDENTIFICATION. SEE NOTE 2. LEGEND: RIGHT-OF-WAY/PROPERTY LINE CENTERLINE PROPOSED BUILDING OUTLINE x x--x-.--x FENCING- REFER TO LANDSCAPE ARCHITECTS DRAWINGS. ASPHALT PAVEMENT -STANDARD DUTY AHBL 9113 REBA8 AND CAP 8:176748.2306 E 1282843.5242 ELEV:287.39 O IC VC RC NC CEMENT CONCRETE -STANDARD DUTY BOLLARD PROTECTION. SEE LANDSCAPE WHEELSTOP ADA ACCESSIBLE PARKING STA VIP Ark Irk CHANGE IN CURB TYPE / END CURB INTEGRAL CURB AND SIDEWALK VERTICAL CURB ROLLED CURB NO CURB SIGNAGE PER PLAN NORTH PARKING LOT SPACE COUNT: COMPACT (8x16) 18 (29 MAX) STANDARD (8.5x19) 25 STANDARD (9x19) 49 ADA(STD +VAN) 4 TOTAL 96 GRAPHIC SCALE 0 10 20 40 = 20 FEET Know what's below. Call before you dig. LY TACOMA • SEATTLE ' SPOKANE • TRI-CITIES Prolect Title. FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Sat 8 Dat9: PERMIT SET 12/19/18 A A ADDENDA 3-10.3.18 A A ADDENDA I - 9.17.18 R9vIel0na: Sheet Title: HORIZONTAL CONTROL AND SURFACING PLAN - NORTH Designed by: Drawn by: Checked by: Sheet No. C6.00 23 of 27 Sheets TACOMA • SEATTLE ' SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.3832572 FAX ww1.ahbl.com WEB City of Tukwila ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pa(Iche Suile700 Waenn9mn98102 2999.5599 BLRB com Drawing Title: HORIZONTAL CONTROL AND SURFACING PLAN - NORTH Date: 09.05.2018 Milini Revised: 12/19/2018 Prolec9N0. 16.08 $ 4. rd.00 ep _%. RECEIVED aecl 7so �Q- CITY OF TUKWILA `ylo7YAL �yG _ of P 1 1' BLRB ARCHITECTS, P.B. PERMIT CENTER 2 4 5 8 T 8 9 A B c D E F G H K CUI AN8CH EGy:• CU 8, GUTTER SIDEWALK I F ; STER HIGH SCHOOL ODE ' NIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M CITY OF TUKWILA, KING COUNTY, WASHINGTON. 1 MATCH LINE SEE SHEET C6.00 NO P.:-- SCHOOL HOURS —: rift PARK l' _ a ro SCHOOL HOURS tR PARK 03 N 176430 E 128240 IN 176404.00 E 1282434.06 ADA RAMP. SEE I LANDSCAPE N 6392.38 E 121 444,89 Know what's below. Call before you dig. N 176368.08 E 1282471.62 ROOF OVERHANG FACE OF BUILDING CONCRETE STAIRS. SEE LANDSCAPE MATCH EXISTING SIDEWALK N 176744.57 E 1282759.10 SEE ARCHITECTURAL DRAWINGS FOR CHILLER AREA SURROUND/GATE DETAILS. CONCRETE STAIRS. SEE LANDSCAPE p0, OA OIL CONTAINMENT ENLARGEMENT SCALE: 1"-5' N 176731.98 E 1282810.69 SEE SHEET C6.02 MATCH LIN CON GENERAL NOTES: CONTRACTOR TO PROTECT AND MAINTAIN MONUMENTS UNTIL THE END OF PROJECT. 2. FIRE APPARATUS ACCESS ROADS "FIRE LANES" SHALL BE IDENTIFIED BY PAINTING THE CURB YELLOW AND A 4-INCH WIDE LINE AND BLOCK LETTERS 18 INCHES HIGH, PAINTED IN THE LANE, AT 50-FOOT INTERVALS, STATING: "FIRE LANE NO PARKING" IN BRIGHT YELLOW. RESTORE PAVEMENT MARKINGS/STRIPING TO EXISTING CONDITIONS, AS NECESSARY, IN AREAS OF ASPHALT PATCHING. KEYNOTES: OANGLE CURB END AT 45° O BOLLARD, SEE LANDSCAPE O CONCRETE SEAT WALL, SEE LANDSCAPE O REFER TO LANDSCAPE FOR FINISH & SCORING LAYOUT O ADA SIGNAGE 0 RESTORE STRIPING TO EXISTING CONDITION AS SHOWN. 07 DETECTABLE WARNING pe THERMOPLASTIC PAVEMENT MARKING 0 BEGIN/END FIRE LANE IDENTIFICATION. SEE NOTE 2. LEGEND: RIGHT-OF-WAY/PROPERTY LINE CENTERLINE PROPOSED BUILDING OUTLINE x _ FENCING - REFER TO LANDSCAPE ARCHITECTS DRAWINGS. ASPHALT PAVEMENT - STANDARD DUTY CEMENTCONCRETE-STANDARD DUTY BOLLARD PROTECTION. SEE LANDSCAPE - WHEELSTOP 6%. 0 IC VC RC NC ADA ACCESSIBLE PARKING STALL a Wir CHANGE IN CURB TYPE / END CURB INTEGRAL CURB AND SIDEWALK VERTICAL CURB ROLLED CURB NO CURB SIGNAGE N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 9085 3 Lh Street, Suite 300, Tacoma, WA 98403 253,383.2422 EL 253.3832572 FA% www.ehbl.csm 908 Protect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226.10 Issue Set & Date: PERMIT SET 12/19/18 A A ADDENDA 3 - 10.3.18 A ADDENDA 1-9,17.18 R9eISIens: Sheet Title: HORIZONTAL CONTROL AND SURFACING PLAN - SOUTH DBsiOne8 bv: Drawn bv: Gh9ek98 by: Shoot NO C6.01 24 9f 27 Sheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383,2422 TEL 253.383.2572 FAX www.ahbl.com WEB JAN 04.Ji3 City of TNST•I;a UIL 5 a 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School Modernization and Addition Tukwila School District BLRB -;I.. 33t.Mu:r> TACOMA I/503 rfcAve 8 Wah 00 9ton 9840E 25362.5599 _ _ BLRB COM Draw ng Title: HORIZONTAL CONTROL AND SURFACING PLAN - SOUTH Date: 09.05.2018 Drawn By: T7M Revised: 12/19/2018 Project No. 16.08 Stamp S, C9G Sheet No. 04�g5 C 6.01 o aqR eo 1 ym �`YS70NA4 �G fECEIVE0 tiY t:' OF 10K1'yl of / LA BLRB ARCHITECTS, P.S. .-EsiMIT CENTER 2 3 4 5 6 7 8 9 A B c 0 E F 0 H K .98 0.69 Know what's below. Call before you dig. FOSTE HIGH SCHO L ODERNIZATION & AD ITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. N 176712.22 E 1282872.03 MATCH EXISTING CURB, --'-- -- G0TTERANDSIDEWAtK- N 176020.37 E 128 956.47 25.96' CONCRETE STAIRS. SEE LANDSCAPE ^-6 MATCH EXISTING CURB FOS FR HIGH ��� I 6CVg01 S.N xx-3. a ! W L_L I n II OA ALTERNATE A2 - FITNESS CENTER ADDITION SCALE: 1" = 20' GENERAL NOTES: KEYNOTES: 1. CONTRACTOR TO PROTECT AND MAINTAIN MONUMENTS UNTIL THE END OF PROJECT. FIRE APPARATUS ACCESS ROADS 'FIRE LANES" SHALL BE IDENTIFIED BY PAINTING THE CURB YELLOW AND A 4-INCH WIDE LINE AND BLOCK LETTERS 18 INCHES HIGH, PAINTED IN THE LANE, AT 50-FOOT INTERVALS, STATING: "FIRE LANE NO PARKING" IN BRIGHT YELLOW. RESTORE PAVEMENT MARKINGS/STRIPING TO EXISTING CONDITIONS, AS NECESSARY, IN AREAS OF ASPHALT PATCHING, OANGLE CURB END AT 45° 0 BOLLARD, SEE LANDSCAPE O CONCRETE SEAT WALL, SEE LANDSCAPE O REFER TO LANDSCAPE FOR FINISH & SCORING LAYOUT O ADA SIGNAGE ORESTORE STRIPING TO EXISTING CONDITION AS SHOWN, O DETECTABLE WARNING O THERMOPLASTIC PAVEMENT MARKING OBEGIN/END FIRE LANE IDENTIFICATION. SEE NOTE 2. LEGEND: RIGHT-OF-WAY/PROPERTY LINE CENTERLINE PROPOSED BUILDING OUTLINE % FENCING -REFER TO LANDSCAPE --%—X—„ ARCHITECTS DRAWINGS. O IC VC RC ASPHALT PAVEMENT -STANDARD DUTY CEMENT CONCRETE -STANDARD DUTY BOLLARD PROTECTION. SEE LANDSCAPE WHEELSTOP ADA ACCESSIBLE PARKING STA a Ark TIP CHANGE IN CURB TYPE / END CURB INTEGRAL CURB AND SIDEWALK VERTICAL CURB 1437 ROLLED CURB SIGNAGE GRAPHIC SCALE 0 10 20 40 1" .= 20 FEET Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES Pro loot Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No, 2160226.10 Iseue Set & Date. PERMIT SET 12/19/18 A ADDENDA 3-10.3,18 A Ai ADDENDA 1 - 9.17.18 Revisions: Sheet Title: HORIZONTAL CONTROL AND SURFACING PLAN - EAST Designed bv' Drown by. Checked bv. Sheet No. C6.02 25 of 27 Sheete TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX mv.eh5l.com WEB City 80 Tu134.4a GDiL5. 5 G 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA , a iasov <n nre Washn9ton98102 25� 62LS99 BLR13 corn Drawing Title: HORIZONTAL CONTROL AND SURFACING PLAN - EAST D0/e1 09.05.2018 Revised 12/19/2018 Project No. 16.08 r1C60O2 RECTlUEtt fl'Y GF 5'UK4ViLA BLRB ARCHITECTS, P.S. DEC 20 2018 PERMIT CENTER 2 3 4 5 6 7 9 /2018 4:23:46 PM A B C D E F G H K F STER HIGH SCHOOL ODERNIZATION & ADDITI o N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M CITY OF TUKWILA, KING COUNTY, WASHINGTON. NOTES: 11=111_-_ 11 Hi 11=I 1 I 1; I HMA CL (T PG 64-22 PER WSDOT 9-03.8(6) AND 9-02.1(4) CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) 12" COMPACTED SUBGRADE 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. 2. HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL MAXIMUM DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90% NOR MORE THAN 96%. 3. UP TO 20% BY WEIGHT OF THE BASE COURSE MATERIAL MAY BE SUBSTITUTED WITH CRUSHED CEMENT CONCRETE, PROVIDED THAT THE FINAL MIXTURE MEETS THE SAME TEXTURAL CRITERIA MINE SPECIFIED WSDOT MATERIAL. 4. ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC -RICH, OR DEBRIS -LADEN SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL. O1 ASPHALT PAVEMENT - STANDARD DUTY NOT TO SCALE SEE ARCHITECT PLANS FOR CONSTRUCTION JOINT LAYOUT COMPACTED SUBGRADE NOTES: CEMENT CONCRETE, CLASS 4000 2" CRUSHED SURFACING BASE COURSE 1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY, 2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS. SEALED WITH POLYURETHANE TO MATCH WALK COLOR. O°ir' qq INTEGRAL CURB AND SIDEWALK NOT TO SCALE CEMENT CONCRETE, 3000 PSI 5-1/2" PER PLAN O7 VERTICAL CURB NOT TO SCALE Know what's below. Call before you dig. ASPHALT PAVEMENT PER PLAN FOR FINISH AND SCORING SEE LANDSCAPE PLANS 1 ,° j(` --° p °yr CEMENT CONCRETE PAVEMENT } %I -(I (-- xl--�(I lrl I I WSDOT 9-039(3) CING BASE COURSE PER a -- '-II- -) 1-III-M11--12" COMPACTED SUBGRADE NOTES: 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI. 3. GRANULAR SUBBASE SHALL CONSIST OF "BALLAST" PER WSDOT 9-03,9(1), "GRAVEL BORROW' PER WSDOT 9-03.14, OR CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS "BALLAST" OR "GRAVEL BORROW? 4. UP TO 20% BY WEIGHT OF THE BASE COURSE MATERIAL MAY BE SUBSTITUTED WITH CRUSHED CEMENT CONCRETE, PROVIDED THAT THE FINAL MIXTURE MEETS THE SAME TEXTURAL CRITERIA AS THE SPECIFIED WSDOT MATERIAL. 5. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557, 6. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS, ANY LOCALIZED ZONES OF SOFT, ORGANIC -RICH, OR DEBRIS -LADEN SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL. O2 CEMENT CONCRETE - STANDARD DUTY NOT TO SCALE 0 *111.0 CROSSWALK ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT LEGEND: TYPE PARALLEL A PLAN VIEW ** COUNTER SLOPE- ./ MAX' SECTION OA 1.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2%MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) SLOPE IN EITHER DIRECTION * O5 PARALLEL CURB RAMP NOT TO SCALE O8 ROLLED CURB NOT TO SCALE SECTION (ALONG INSIDE RADIUS AT BACK OF 6 R.1/2" (IN) FACE OF CURB R. 1" (IN) 7R,MATCH ROADWAY SLOPE 1/2" (IN) ROADWAY O3 CURB AND GUTTER NOT TO SCALE INSTALL CONCRETE WHEEL STOPS WITH DRAINAGE SLOTS - #3 BARS (2) ELEVATION 6' 2" CLR (TYP) 2 1/2" #6 BAR (2) 13/16" DIA. HOLES PLAN ---2 1/2" BARS (2) NON -SHRINK GROUT ATTACHMENT DETAIL O6 WHEELSTOP NOT TO SCALE NOTE: SET WHEEL STOP 9" FROM ASPHALT EDGE O EXISTING GRADE 11I 111=11 7:11111 1111 =i 1 GRAVEL BACKFILL FOR DRYWELLS PER WSDOT 9-03.12(5) CEMENT CONCRETE TRANSFORMER PAD 8" NYLOPLAST DRAIN WITH NON-CONDUCTIVE COVER 4Pip %Oki7"%a. A T"%a� TI=1 I 11' I1--1l�111111�11 -11r- 1 CEMENT CONCRETE PAVEMENT 2" CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) - 12" COMPACTED SUBGRADE O9 OIL CONTAINMENT PAD NOT TO SCALE =11 i=I 1 I-1 1I_ 11I-1I i f i11=11 I-11 "-OUTLETTO24" NYLOPLAST DRAIN PER PLAN Know what's below. Call before you dig. TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.3832572 FAX www.ahbl.com WEB Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION Client: TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No. 2160226,10 Neve Set 8 Date: PERMIT SET 12/19/18 A A ADDENDA 3- 10.3.18 A A ADDENDA 1-9,17.18 Revisions: Sheet Title: SURFACING NOTES AND DETAILS Designed bv: Drawn bv: Checked bv: Sheet No. C6.10 26 of 27 Bheets TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253,383.2572 FAX www,ahbLcom WEB City of TUIT'rita UIL L:;N3 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA MOWN A Sule 700 Wasn n008402 153 0.5S99 9LRB.com' Drawing Title. SURFACING NOTES AND DETAILS Date" 09.05.2018 Revised: 12/19/2018 Prgect No. 16.08 r'1c610 r; � RECEivED LS7oxALG� o+CITY OF UMW' - BLRB ARCHITECTS, P.S. DEC 20 2018 PERMIT CENTER J 2 3 4 5 6 7 9 A 6 C D E G H K Know what's below. Call before you dig. R7-8a SIGN AT VAN ACCESSIBLE STALL 2"DIA. G.I.P. SCH. 40 FOSTER HIGH SCHI°OL ODERNIZATION & ADDITION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 15, TWN. 23 N., RGE. 04 E. W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. R7 801 2500 PSI CONCRETE LIP f PROPOSED GRADE 4,. MIN R7-8A V ACCESSIBLE A O1 ADA PARKING SIGNAGE NOT TO SCALE THERMOPLASTIC CROSSWALK LINE I2 LENGTH PER PLANS CDCROSSWALK NOT TO SCALE co R7 11/97-801 c D RES E RVE D* ro PARKING ro c9 71512DISPARKING 1!ERINT REQUIRED A COLORS: LEGEND GREEN (REEL) SYMBOL- BLUE(REEL) BACKGROUND - WHITE (REEL) DIMENSIONS (INCHES) A 8 c F G H K 12 18 3/8 5/8 2C 3/4C 1/2 3/4 6 1 1/2 CROSSWALK STRIPES ACCESS PARKING SPACE SYMBOL PER WSDOT STD, PLAN M-24.60-04 5'MIN 8'MIN. 16' MIN. VAN ACCESSIBLE STALL O2 ADA PARKING STALL LAYOUT NOT TO SCALE RAMP NOTES: 1. PATTERN AREA SHALL BE 2' DEEP ACROSS WALKWAY. 2. PATTERN AREA SHALL BE THE WIDTH OF THE WALKWAY OR ACCESS AISLE. 3. PATTERN AREA SHALL BE SAFETY YELLOW IN COLOR UNLESS NOTED OTHERWISE. 4. NEW DETECTABLE WARNINGS INSTALLED ON EXISTING CONCRETE SHALL BE VANGUARD SURFACE APPLIED TRUNCATED DOMES, INSTALLED BY A CERTIFIED INSTALLER (VANGUARDONLINE.COM). 5. NEW DETECTABLE WARNINGS INSTALLED ON NEW CONCRETE SHALL BE A POLYMER SHEET CAST INTO THE CONCRETE: ARMOR TILE OR APPROVED EQUAL (ARMOR-TILE,COM). A MIN 1 5/8" MAX 2 3/8" C 5/8" I 1 1/2" 7/16" 3/4" 0 7/8" 1 7/16" O5 DETECTABLE WARNING NOT TO SCALE PROVIDE SYMBOL IN ALL ADA ACCESSIBLE PARKING STALLS 3" WISE PAINT STRIP TRAFFIC LINE WHITE NOTES: / \ 1. CONCRETE FOOTING \\\\����\ SHALL BEE0 x2' 1" DEEP WITH TOP OF FOOTING 3" BELOW FINISHED GRADE. O3 ADA PARKING STALL SYMBOL NOT TO SCALE A 8" DIA. HIGHLY -VISIBLE NON-CONDUCTIVE, FILL WITH CONCRETE CROWNED FOR DRAINAGE PAINT YELLOW SLOPE FOR DRAINAGE PROPOSED GRADE BACKFILL WITH CEMENT CONCRETE O6 FIXED BOLLARD NOT TO SCALE Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES Prolect Title: FOSTER HIGH SCHOOL MODERNIZATION & ADDITION CII60b TUKWILA SCHOOL DISTRICT NO. 406 DR. JUDITH BERRY DEPUTY SUPERINTENDENT 4640 S. 144th ST TUKWILA, WA 98168 (206) 901-8006 Job No 2160226.10 I0500 Set & Date: PERMIT SET 12/19/18 A ADDENDA 3-10.3.18 A A ADDENDA 1 - 9.17.18 Revisions, Sheet Title SURFACING NOTES AND DETAILS Designed bv: Drawn by: Checked bv: Sheet No. C6.11 27 of 27 Sheels TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2275 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www,ah5.com WE8 City of TulttYila 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET r Foster High School 7 Modernization and Addition Tukwila School District BLRB c.., co -ac.-. TACOMA MO6I,f rAn '.. Suler00 - l� Wahmat oq,102 25360,599 BLRB to, Drawing Title: SURFACING NOTES AND DETAILS Date: 09.05.2018 °row° Bvo TM Rovised : 12/19/2018 Project N0. 16.08 Stamp S, CqG .a Sheet No. 04� '' , C6.11 ti>eG ° neceivsnSw/oxL °CITY OF T iliCtititLA, EEC 25 cuw PERk1tT CENTER BLRB ARCHITECTS, P.S. 2 5 3 4 516 11/8/2018 8:53:30 AM ---L42 Ii 1ST FLOOR - EGRESS PLAN 142F___ -- -I a2 I 431 I STUDENT KITCHEN 300F 248 SF BOILER ROOM B114 476 SF 1 STAGE 324 3071 SF H DI'' e 'E 331 COMPLETION: SEPTEMBER 2020 1» ,THSEe ASB SF 331A I Existing Won -Door with Exit/Panic Hardware Change door swing for school lock down and security. Doors to be "out swinging as shown in Solid Red 818 F MAIN GYMNASIUM 306 11445 SF 817;'--y CODE COMPLIANCE LEGEND .0— EXIT NUMBER 00 EXIT OCCUPANT LOAD 00 9 EXIT NO. & EXIT LOADING EXIT SIGN LOADING LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY Nei 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH A 250' EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK I HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS 00 INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL XI ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE DETAIL F REVIS •N REVISIONS No thanes snall be made to the scope of work without Door approval of the Tukwila Bullamg D vsS,on NOTE: Revlsrons writ require a new plan submittal and may Include additional plan review. I. AUXILIARY GYMNASIUM 312 6368 SF ,'�-� i i61 123 I 423 I- \7 � COMMONS �� 9300 SF TABLES PUT OUT FOR LUNCH ONLY JJ ji JPREP'J 337B 261 SF 2 JANITOR B109 257 SF FOOD SERVICE B410 s 101fPSF lr STOR OADING DOC SERVICE ENTRANCE 1 480I FXC-A ao� L08 I WOM'. N 328 174-}- RACTIC ' 1 CHORAL MUSIC b2 1j 317 1041 SF GYM STOR 306C 226 SF:4 WOMEN'S P.E. 308 874 SF �2 h <I v COACH 307E 273 3086 S OACHES 308C 181 SF FIRE PRINKLER EXERCISE ROOM 315 1487 SF STORAGE _.j__ - 307C �205 SF 2 Oxaio—n1mn MEWS LOCKER 0O mE M a 307F A 927 SF / ICE -"" WOMEN'S LOCKERS 308F 816 SF TORAGE 308E 205 SF EAM ROO, 310 1 53r SF EAM ROO 311 530-S _- STORAG 312E 232 SF ® t116'=P-0'@FULL SIZE 0' 4' 0' 8'-0' 16'-0" A �i. 455 U DF DRINKING FOUNTAIN OSMOKE PROTECTED DOOR IEMDR FACPJ 'KNOX! I MAI] ED SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FIRE ALARM CONTROL PANEL EMERGENCY KNOX BOX MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) EXIT DEVICE HC AUTOMATIC DOOR OPERATION •I-® He & ACTUATOR BUTTON QQ,� HC AUTO DOOR ACTUATOR BUTTON (5 ACCESSIBLE INGRESS / EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 FXB-A FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w1TYPE '2A10: B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FXB-K FIRE EXTINGUISHER - SURFACE MOUNTED HOOK wITYPE 'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE '2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) Fxc-K FIRE EXTINGUISHER & CABINET - SEMI RECESSED WITYPE 'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXC-A FlLk. COPY Pom2t No. \lg-/ 1140 Plan review approval is Reigate enoN aria omissions A.. rovaler00MVU0bon0ofan18nuaoas not Ssautho 0evmtah0n of any a000led code or orainan/'e . of�Fiela COPY .0 • et Dale .A '—ASB 331A Existing Won -Door with Exit/Panic Hardware Change door swing for school lock down and security. Doors to be "out swinging as shown in Solid Red RECEIVED CITY OF TUKWILA APR 302019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED '1AY 21 2019 City of Tukwila BUILDING DIVISION REVISIONNO,.l A-76 0 PERMIT NO: 1:-0140 04-30-2019 3 [ADDENDUM 3 i 10/3/18 1 2 ADDENDUM 2 9/24/18 1 !ADDENDUM 1 '1 9/17/18 NUMBERI DESCRIPTION I DATE, DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District ' TACOOIA - Selz Too 7333in1too 68372 253.627.5599 BLRR o r Drawing TAW / CODE COMPLIANCE PLAN 1ST FLOOR EGRESS Date: 09.05.2018 Revised: 11/08/2018 019W95y: Author Project No. 16.08 Sheet No. AC2.01 BLRB ARCHITff'TS, P.S. B C VOLUME 1 VOLUME 2 A0.01 COVER SHEET A0.11 INDEX OF DRAWINGS A0.21 DATA SHEET SHEET TOTAL:3 CIVIL DRAWINGS C0,00 COVER SHEET SV1.00 SITE SURVEY C100 DEMOLITION PLAN - NORTH C1.01 DEMOLITION PLAN - SOUTH C1.02 DEMOLITION PLAN - EAST C2.00 TESC PLAN C2,10 TESC NOTES AND DETAILS C3.00 GRADING PLAN - NORTH C3.01 GRADING PLAN - SOUTH C3,02 GRADING PLAN - EAST C4.00 STORM PLAN - NORTH C4.01 STORM PLAN - SOUTH C4.02 STORM PLAN - EAST C4.10 STORM NOTES AND DETAILS C4.11 STORM NOTES AND DETAILS C4,12 STORM NOTES AND DETAILS C500 UTILITY PLAN C5.10 WATER NOTES AND DETAILS C5.11 WATER NOTES AND DETAILS C5.12 WATER NOTES AND DETAILS C5.13 SEWER NOTES AND DETAILS C5.14 SEWER NOTES AND DETAILS C6.00 HORIZONTAL CONTROL AND SURFACING PLAN - NORTH C6.01 HORIZONTAL CONTROL AND SURFACING PLAN - SOUTH C6.02 HORIZONTAL CONTROL AND SURFACING PLAN - EAST C6.10 SURFACING NOTES AND DETAILS C6,11 SURFACING NOTES AND DETAILS SHEET TOTAL: 27 SURVEY DRAWINGS i TOPOGRAPHIC SURVEY 2 TOPOGRAPHIC SURVEY 3 TOPOGRAPHIC SURVEY 4 TOPOGRAPHIC SURVEY 5 TOPOGRAPHIC SURVEY 6 TOPOGRAPHIC SURVEY 7 TOPOGRAPHIC SURVEY SHEET TOTAL:7 LANDSCAPE DRAWINGS L1.00 OVERALL SITE PLAN L1.01 SITE PLAN L1,02 SITE PLAN L1.03 SITE PLAN ENLARGEMENTS L2.00 OVERALL PLANTING PLAN L2.01 PLANTING PLAN L2.02 PLANTING PLAN L2.03 PLANTING DETAILS, NOTES, AND LEGEND L3.00 OVERALL IRRIGATION PLAN L3.01 IRRIGATION PLAN 1.302 IRRIGATION PLAN L3 03 IRRIGATION LEGEND AND NOTES L3.04 IRRIGATION DETAILS L400 SITE DETAILS L4.01 SITEOETAILS 15,00 SOIL DEPTH PLAN SHEETTOTAL:16 HAZARDOUS MATERIAL HM1.1 DEMOLITION PLAN - IT BUILDING SHEET TOTAL:1 EX1.0 EX2.1 EX2.2 EX2.3 EX3.1 EX3.2 EX3.3 EX34 EX3.5 EX36 EX37 EX3.8 EX3.9 EX3,10 EX3.11 EXISTING CONDITIONS (REFERENCE DRAWINGS) EXISTING SITE PLAN EXISTING LOWER FLOOR PLAN EXISTING UPPER FLOOR PLAN EXISTING ROOF PLAN EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS SHEET TOTAL: 15 DEMOLITION DRAWINGS AD2.11A DEMO PLAN - PHASE 1- AREA A -1ST FLOOR AD2.12A DEMO PLAN - PHASE1 - AREA A- 2ND FLOOR AD221 DEMO PLAN - PHASE 2- AREA E&J AD231C DEMO PLAN - PHASE 3- AREA C- 1ST FLOOR AD2.31G DEMO PLAN - PHASE 3-AREA G- 1ST FLOOR AD2.41F DEMO PLAN - PHASE 4-AREA F AD2.510 DEMO PLAN - PHASE S- AREA D-1ST FLOOR AD2.52C DEMO PLAN - PHASE 5- AREA C- 2ND FLOOR AD2.52D DEMO PLAN - PHASE S- AREA D-2ND FLOOR AD6.41F DEMO- CEILING PLAN PHASE 4 AREA F-1ST FLR SHEETTOTAL: 10 PHASING DRAWINGS PH2.01 CONSTRUCTION SEQUENCE 1ST FLOOR PH2.02 CONSTRUCTION SEQUENCE 2ND FLOOR PH2.11 CODE COMPLIANCE PLAN PHASES 1 & 2,1 ST FLR PH2.12 CODE COMPLIANCE PLAN PHASES 1 & 2.2ND FLR PH241 CODE COMPLIANCE PLAN PHASE 4, 1ST FLOOR PH2.42 CODE COMPLIANCE PLAN PHASE 4-2ND FLOOR SHEET TOTAL:6 0 CODE COMPLIANCE DRAWINGS ACO 0 CODE COMPLIANCE TABLE SUMMARY AC2.00 CODE COMPLIANCE - ROOM SCHEDULE AC201 CODE COMPLIANCE PLAN 1ST FLOOR EGRESS AC2,02 CODE COMPLIANCE PLAN 2ND FLOOR EGRESS AC2.03 CODE COMPLIANCE PLAN- ROOF AC2.04 CODE COMPLIANCE PLAN - EVENTS AC2.11 1ST FLOOR ENERGY PLAN AC2.12 2ND FLOOR ENERGY PLAN AC2.13 ENERGY CODE - ROOF AC3.10 ENERGY CODE- EXTERIOR ELEVATIONS AC3.11 ENERGY CODE- EXTERIOR ELEVATIONS AC3.12 ENERGY CODE- EXTERIOR ELEVATIONS AC3.13 ENERGY CODE- EXTERIOR ELEVATIONS AC3.14 ENERGY CODE - EXT ELEVATIONS - EXISTING AC3.15 ENERGY CODE - EXT ELEVATIONS - EXISTING SHEET TOTAL: 15 ARCHITECTURAL DRAWINGS A1.0 ARCHITECTURAL SITE PLAN A1.50 CHILLER ENCLOSURE A2.0A WALL TYPES A2.0B FOUNDATION, FLOOR & ROOF TYPES A2.01 1ST FLOOR REFERENCE PLAN A2.02 2ND FLOOR REFERENCE PLAN A2.04 FLOOR PLAN -REFERENCE-AUDITORIUM A2,05 FLOOR PLAN - REFERENCE - GYMNASIUM &LOCKERS A2.11A PHASE 1-1ST FLOOR PLAN - AREA A A2.11Ad PHASEI- 1ST FLOOR DIMENSIONS, AREAA A2.118 PHASE 1-1ST FLOOR PLAN -AREAS A2.118d PHASE 1- 1ST FLOOR DIMENSIONS -AREAS A2.12A PHASE 1- 2ND FLOOR PLAN - AREA A A2.12A d PHASE 1 2ND FLOOR DIMENSIONS AREA A A2.128 PHASE 1-2ND FLOOR PLAN - AREAS A2.128 d PHASE 1 2ND FLOOR DIMENSIONS AREA B A2,21 PHASE 2 -1ST FLOOR PLAN AREA E AND AREA J A221d PHASE 2- 1ST FLOOR DIMENSION PLAN A2.22 PHASE 2-2ND FLR PLAN & DIMENSION PLAN A231C PHASE 3-1ST FLOOR PLAN - AREA C A2.31Cd PHASE 3- 1ST FLOOR DIMENSIONS -AREAL A2.31G PHASE 3-1ST FLOOR PLAN - AREAL A2,41F PHASE 4- 1ST FLOOR PLAN - AREA F A2.41Fd PHASE 4- FLOOR DIMENSION PLANS A2.51 PHASE 5- 1ST FLOOR PLAN -AREAS A,D &J A2,51 d PHASE 5 - 1ST FLOOR DIMENSIONS -AREA A, 0 8 J A2.52C PHASE 5. 2ND FLOOR PLAN -AREAC A2.52C d PHASE 5 - 2ND FLOOR DIMENSION PLAN A2.52D PHASE 5- 2ND FLOOR PLAN -AREAD A2.52Dd PHASE 5. 2ND FLOOR DIMENSIONS - AREA D A2.60 A2.61A A261B A262E A264F A2.70 A2.71 A2.72 A2.73 A2.74 A2.75 A276 A3.00 A3.10 A3.11 A3,12 A3.13 A3.14 A3.15 A4,00 A411 A4.12 A4.13 A4.14 A4.15 A4.16 A5.00A A5.008 A5.00C A5.01 A5.11A A5.118 A511C A5.110 A5,11E A5.12A A5.12B A5.12C A5.21A A8218 A521C A5 210 AS 22A A5.31A A531B A5.31C A5.31 D A531E A541A A5.41B A5.42A A5.51A A5.518 A5.51C A5.510 A552A A5526 A5,52C A5.52D A5.52E A6.01 A6.02 A6.11A A6.11E1 A612A A6.128 A6.21 A631C A6.31G A641F A642F A6.51D A6.52C A6.52D A6.61 A6.63 A6.64 A7.0A A7.08 A7.0C A7.1A A7.1B A7.IC A7.10 A7.1E A7.1F A72A A7.2B A7.3A A7,38 A7.3C A7.30 ROOF REFERENCE PLAN ROOF PLAN - PHASE I AREA ROOF PLAN PHASE 1 -AREA B ROOF PLAN PHASE 2 -AREA E & J ROOF PLAN PHASE 4 -AREA F. ALTERNATE FLOOR PLANS ALTERNATE At - WEIGHT TRAINING ALTERNATE A2 - FITNESS CENTER ALTERNATE A3 - BAND REHEARSAL ROOM ALTERNATE A4 - BAND AND CHORUS REHEARSAL ROOM ALTERNATE A5 -AUXILIARY GYM - BLEACHERS ALTERNATE Et -ACTIVITY WING CORRIDOR LIGHTING EXTERIOR ELEVATION KEY PLAN OVERALL EXTERIOR ELEVATIONS ENLARGED EXTERIOR ELEVATIONS ENLARGED EXTERIOR ELEVATIONS ENLARGED EXTERIOR ELEVATONS ENLARGED EXTERIOR ELEVATIONS ENLARGED EXTERIOR ELEVATIONS ALTERNATES OVERALL BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS ROOM FINISH SCHEDULE PHASE 1 & 2 ROOM FINISH SCHEDULE PHASE 3 ROOM FINISH SCHEDULE PHASE 4 & 5 MATERIAL FINISH SCHEDULE ST FLOOR PHASE 1 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 1 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS ST FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS ST FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS ND FLOOR PHASE 1 AREA INTERIOR ELEVATIONS ND FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS ND FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS ST FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS ST FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS ST FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS ST FLOOR PHASE 2 AREA INTERIOR ELEVATIONS ND FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS ST FLOOR PHASE 3 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 3 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 3 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 3 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 3 AREA G INTERIOR ELEVATIONS ST FLOOR PHASE 4 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 4 AREA INTERIOR ELEVATIONS ND FLOOR PHASE 4 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 5 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 5 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 5 AREA INTERIOR ELEVATIONS ST FLOOR PHASE 5 AREAJ INTERIOR ELEVATIONS ND FLOOR PHASE 5 AREA INTERIOR ELEVATIONS ND FLOOR PHASE 5 AREA INTERIOR ELEVATIONS ND FLOOR PHASE 5 AREA INTERIOR ELEVATIONS ND FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS ND FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS REFERENCE CEILING PLAN 1ST FLOOR REFERENCE CEILING PLAN - 2ND FLOOR 1ST FLOOR PHASE 1 AREA CEILING PLAN 1ST FLOOR PHASE 1 AREA B CEILING PLAN 2ND FLOOR PHASE 1 AREA CEILING PLAN 2ND FLOOR PHASE 1 AREA B CEILING PLAN 1ST/2ND FLOOR PHASE 2 AREA E/J CEILING PLANS 1ST FLOOR PHASE 3 AREA CEILING PLAN 1ST FLOOR PHASE 3 AREA G CEILING PLAN 1ST FLOOR PHASE 4 AREA F CEILING PLAN 2ND FLOOR PHASE 4 AREA CEILING PLAN 1ST FLOOR PHASE 5 AREA CEILING PLAN 2ND FLOOR PHASE 5 AREA CEILING PLAN 2ND FLOOR PHASE 5 AREA CEILING PLAN 1ST FLOOR PHASE 3 AREA CEILING PLAN -ALTERNATE 1&2 1ST FLOOR PHASE 3 AREA CEILING PLAN - ALTERNATE 3 1ST FLOOR PHASE 3 AREA CEILING PLAN -ALTERNATE 4 DOOR SCHEDULE DOOR SCHEDULE DOOR SCHEDULE EXTERIOR OPENING SCHEDULE EXTERIOR OPENING TYPES EXTERIOR OPENING TYPES EXTERIOR OPENING TYPES EXTERIOR OPENING TYPES ALTERNATE EXTERIOR OPENING TYPES INTERIOR OPENING TYPES INTERIOR OPENING TYPES EXTERIOR OPENING DETAILS EXTERIOR OPENING DETAILS EXTERIOR OPENING - LOUVERS EXTERIOR OPENING DETAILS ARCHITECTURAL DRAWINGS A7.5 INTERIOR OPENING DETAILS A8.3A EXTERIOR WALL & ROOF DETAILS A8.38 EXTERIOR WALL & ROOF DETAILS A8.3C EXTERIOR WALL & ROOF DETAILS A8.30 EXTERIOR WALL & ROOF DETAILS A8.3E EXTERIOR WALL & ROOF DETAILS A8.3F EXTERIOR WALL & ROOF DETAILS A8,3G EXTERIOR WALL & ROOF DETAILS A8.3H EXTERIOR WALL & ROOF DETAILS A8.3J EXTERIOR WALL & ROOF DETAILS A8.3K EXTERIOR WALL & ROOF DETAILS A8.3L EXTERIOR WALL & ROOF DETAILS A8.3M EXTERIOR WALL & ROOF DETAILS A8.3N EXTERIOR WALL & ROOF DETAILS A8.3P EXTERIOR WALL & ROOF DETAILS A8.30 EXTERIOR WALL & ROOF DETAILS A8.3R EXTERIOR WALL & ROOF DETAILS A8.35 EXTERIOR WALL & ROOF DETAILS A8.3T EXTERIOR WALL & ROOF DETAILS A8.3U EXTERIOR WALL & ROOF DETAILS A8.5A INTERIOR WALL. FINISH & CASEWORK DETAILS A8.5B INTERIOR WALL, FINISH & CASEWORK DETAILS A8.5C INTERIOR WALL, FINISH & CASEWORK DETAILS A8.50 INTERIOR WALL, FINISH & FLOOR DETAILS AB 6A CEILING DETAILS - TYPICAL A868 CEILING DETAILS A8.7A ENLARGED DRAWINGS A87B ENLARGED DRAWINGS A8.7C ENLARGED DRAWINGS A9.0A 1ST FLOOR PATTERNS REFERENCE PLAN A9,08 2ND FLOOR PATTERNS REFERENCE PLAN A9.1A 1ST FLOOR PHASE 1 AREA FLOOR PATTERNS A9.15 1ST FLOOR PHASE 1 AREA 8 FLOOR PATTERNS A9.1C 1ST/2ND FLOOR PHASE 2 AREA 80 FLOOR PATTERNS A9.1D 1ST FLOOR PHASE 3 AREA FLOOR PATTERNS A9.1E 1ST FLOOR PHASE 3 AREA G FLOOR PATTERNS A9.IF 1ST/2ND FLOOR PHASE 4 AREA FLOOR PATTERNS A9.1G 1ST FLOOR PHASE 5 AREA D/J FLOOR PATTERNS A9.111 2ND FLOOR PHASE 1 AREA FLOOR PATTERNS A9.11 2ND FLOOR PHASE 1 AREA B FLOOR PATTERNS A9.1J 2N0 FLOOR PHASE 5 AREA C FLOOR PATTERNS A9.1K 2ND FLOOR PHASE 5 AREA FLOOR PATTERNS A9.2A ALTERNATE Al FINISH PLANS & ELEVATIONS A92B ALTERNATE A2 FINISH PLANS & ELEVATIONS A9 2C ALTERNATE A3 FINISH PLANS & ELEVATIONS A9.3A FOOD SERVICE EQUIPMENT PLAN A9.33 FOOD SERVICE PLUMBING/MECHANICAL PLAN A9.3C FOOD SERVICE ELECTRICAL PLAN A9.30 F000 SERVICE CANOPY HOOD DETAILS A9.3E FOOD SERVICE CANOPY HOOD DETAILS A9.3F FOOD SERVICE TEMPORARY SERVERY EQUIPMENT PLAN A9 3G FOOD SERVICE TEMPORARY SERVERY PLUMBING / ELECTRICAL PLAN A9.3H FOOD SERVICE ELEVATIONS & FABRICATION DETAILS A9.31 FOOD SERVICE ELEVATIONS & FABRICATION DETAILS A9.3J FOOD SERVICE ELEVATIONS & FABRICATION DETAILS A9.3K FOOD SERVICE EQUIPMENT PLAN A94 VESTIBULE - SECTIONS & DETAILS A9.5 AUXILIARY GYM STRIPING PLAN A9.6A STAIR #3 PLANS AND SECTIONS A9 68 STAIR #4 PLANS AND SECTIONS A9 6C STAIR #5 PLANS AND SECTIONS A9 60 STAIRS PLANS AND SECTIONS - PHASE 4 A9.6E STAIR DETAILS A9.6F STAIR DETAILS ENLARGED A9.7A ENLARGED TOILET ROOM PLANS & ELEVATIONS A9.7B ENLARGED TOILET ROOM PLANS & ELEVATIONS A9.8A SUN SCREEN PLANS ELEVATIONS & SECTIONS A9.8B SUN SCREEN PLANS DETAILS A9.8C SUN SCREEN PENETRATION DETAIL SHEET TOTAL: 191 STRUCTURAL DRAWINGS S000 COVER SHEET S100 GENERAL NOTES S101 GENERAL NOTES S102 GENERAL NOTES S1.10 ROOF WIND UPLIFT MAP PHASE1 - NORTH S1.11 ROOF WIND UPLIFT MAP PHASE 2 -AREA J S1.12 ROOF WIND UPLIFT MAP PHASE 2&PHASE 4 S1.20 ROOF DIAPHRAGM SHEAR MAP PHASE 1 S1.21 ROOF DIAPHRAGM SHEAR MAP PHASE 2 -AREA J 51.22 ROOF DIAPHRAGM SHEAR MAP PHASE 2 & 4 S1,30 SNOW DRIFT MAP PHASE 1 S1.31 SNOW DRIFT MAP PHASE 2-AREAJ 51.32 SNOW DRIFT MAP PHASE 2 & 4 52,11A FOUNDATION PLAN PHASE 1-AREA A 52.11 B FOUNDATION PLAN PHASE 1-AREA B 52.11G FOUNDATION PLAN PHASE 1-AREA G 52.12A SECOND FLOOR FRAMING PLAN PHASE 1 - AREA A 52.12B SECOND FLOOR FRAMING PLAN PHASE 1 - AREA B 52.13A ROOF FRAMING PLAN PHASE 1 - AREA A S2.138 ROOF FRAMING PLAN PHASE 1 -AREA B 52.21 FOUNDATION PLAN PHASE 2- AREA S&J S2.22 SECOND FLOOR FRAMING PLAN PHASE 2-AREA E S2.23 ROOF FRAMING PLAN PHASE 2-AREAS &J 52.31C FOUNDATION PLAN PHASE 3-AREA L 52.31G FOUNDATION PLAN PHASE 3-AREAL 52.32C SECOND FLOOR FRAMING PLAN PHASE 3 - AREA C 52.32G SECOND FLOOR FRAMING PLAN PHASE 3 - AREA G 52.33C ROOF FRAMING PLAN PHASE 4 S2.41 FOUNDATION PLAN PHASE 4 S2.42 SECOND FLOOR FRAMING PLAN PHASE 4 S243 ROOF FRAMING PLAN PHASE 4 S2.510 FOUNDATION PLAN PHASE 5-AREA D 52.52C SECOND FLOOR FRAMING PLAN PHASE 5 -AREA C S2.52D SECOND FLOOR FRAMING PLAN PHASE 5-AREA D S2.53C ROOF FRAMING PLAN PHASE 5-AREAL 52.53D ROOF FRAMING PLAN PHASE 5 - AREA D S2.70 ALTERNATE FOUNDATION AND FRAMING PLANS S3,00 FOUNDATION DETAILS S3.01 FOUNDATION DETAILS S3.02 FOUNDATION DETAILS S3.03 FOUNDATION DETAILS S5.00 METAL DECK DETAILS S5.01 METAL DECK DETAILS S5.02 METAL DECK DETAILS S5.10 STEEL FRAMING DETAILS 55.11 STEEL FRAMING DETAILS 55.12 STEEL FRAMING DETAILS 55.13 STEEL FRAMING DETAILS S5.14 CANOPY PLAN AND DETAILS S5 20 STEEL BAR JOIST DETAILS S5 21 STEEL BAR JOIST DETAILS S5.30 STEEL BRACED FRAME ELEVATIONS 55.31 STEEL BRACE FRAME ELEVATIONS 55.32 STEEL BRACE FRAME ELEVATIONS-ALT. BID S5.35 STEEL BRACED FRAME DETAILS 55.36 STEEL BRACED FRAME DETAILS S5,37 STEEL BRACED FRAME DETAILS S5.38 STEEL COLLECTOR DETAILS 55.40 COLD FORMED STEEL FRAMING DETAILS S5,41 COLD FORMED STEEL FRAMING DETAILS 5542 COLD FORMED STEEL FRAMING DETAILS S5.43 COLD FORMED STEEL DETAILS S5.44 COLD FORMED STEEL DETAILS S5.45 COLD FORMED STEEL DETAILS S846 COLD FORMED STEEL DETAILS SHEET TOTAL: 65 A002 COVER SHEET A0.12 INDEX OF DRAWINGS A022 DATA SHEET SHEET TOTAL: 3 M0.01 M002 MD1.11 MD1.12 MD1.31 MD1.51 MD1,52 MD204 MD2.21 MD231C MD2.31E MD2.31F MD231G M02.32C MD2.33 MD2.41F M02.51D MD2.52C MD2.52D MI.10A M1.10B M1.11A M1.11B M1.126 M120 M121 Mi22 M1.30C M1.30H M131C M1.31D M1.31G M1.31H M1.32D Mi.33 M1.33G M1.40F M1.41F M1.52C M1.520 M1 60 M1.70 M2.11A M2.118 102,12A M2.12B M2.14A M2.14B M2.21 E M221J M2.24 M2.31C M2.32C M2.33 M2.33G M2.34C M241F M244F M2.510 M2.52C M252D M2.54 M3.11A M3.11B M3.12A M3.12B M3.21E M321J M3.31C M3.31F 813.31G M3.33 M3.33G WAIF M3.52C M3.52D M4.11A M4,118 M4.12A M4.128 M4.21E M4.21J M4.31C M4.31G M4.31H M4,41 F M4.510 M4.52C M4.520 M501 M5.02 M503 M6.01 M6.02 M6.03 M6.04 M6.05 M7.01 M7.02 M7.03 M?04 M7.05 MECHANICAL DRAWINGS MECHANICAL NOTES MECHANICAL LEGEND LEVEL 1 PLUMBING DEMOLITION PLAN - PH. 1 LEVEL 2 PLUMBING DEMOLITION PLAN - PH. 1 LEVEL 1 PLUMBING DEMOLITION PLAN- PH.3 LEVEL 1 PLUMBING DEMOLITION PLAN - PH.5 LEVEL 2 PLUMBING DEMOLITION PLAN - PH. 5 ROOFTOP MECHANICAL DEMOLITION PLAN LEVEL 1 MECHANICAL DEMOLITION PLAN - PH. 2 -AREAS E,J LEVEL 1 MECHANICAL DEMOLITION PLAN - PH. 3 -AREA C LEVEL 1 MECHANICAL DEMOLITION PLAN- PH. 3-AREA E LEVEL 1 MECHANICAL DEMOLITION PLAN - PH. 3-AREA F LEVEL 1 MECHANICAL DEMOLITION PLAN - PH. 3 -AREA G LEVEL 2 MECHANICAL DEMOLITION PLAN - PH. 3 -AREA C PLATFORM MECHANICAL DEMOLITION PLAN - PH. 3 -AREAS C,D,H LEVEL 1 MECHANICAL DEMOLITION PLAN - PH, 4 -AREA F LEVEL 1 MECHANICAL DEMOLITION PLAN - PH. 5 -AREA D LEVEL 2 MECHANICAL DEMOLITION PLAN - PH. 5 AREA C LEVEL 2 MECHANICAL DEMOLITION PLAN - PH, 5 -AREA FOUNDATION PLUMBING PLAN - PH. 1 - AREA A FOUNDATION PLUMBING PLAN - PH, 1 - AREA B LEVEL 1 PLUMBING PLAN - PH. 1 - AREA A LEVEL 1 PLUMBING PLAN - PH. 1- AREA B LEVEL 2 PLUMBING PLAN - PH. 1-AREA A LEVEL 2 PLUMBING PLAN - PH. 1-AREA 8 FOUNDATION PLUMBING PLAN - PH. 2 -AREAS D,E LEVEL 1 PLUMBING PLAN - PH. 2 -AREAS D,E LEVEL 2 PLUMBING PLAN - PH. 2 -AREAS DE FOUNDATION PLUMBING PLAN - PH. 3 -AREA C FOUNDATION PLUMBING PLAN - PH, 3 -AREA H LEVEL 1 PLUMBING PLAN - PH. 3 AREA C LEVEL 1 PUMBING PLAN - PH. 3 -AREA D LEVEL 1 PLUMBING PLAN - PH. 3 -AREA F LEVEL 1 PLUMBING PLAN - PH. 3 -AREA G LEVEL 1 PLUMBING PLAN - PH. 3 -AREA H LEVEL 2 PLUMBING PLAN - PH. 3 - AREA PLATFORM PLUMBING PLAN - PH, 3 -AREAS C,D,H PLATFORM PLUMBING PLAN - PH. 3 - AREAS G FOUNDATION PLUMBING PLAN - PH. 4 - AREA F LEVEL 1 PLUMBING PLAN - PH. 4 - AREA F LEVEL 2 PLUMBING PLAN - PH. 5-AREA C LEVEL 2 PLUMBING PLAN - PH. 5- AREA D PLUMBING ROOF PLAN ENLARGED PLUMBING PLAN LEVEL 1 MECHANICAL PLAN - PH. I - AREA A LEVEL 1 MECHANICAL PLAN - PH. 1 -AREA B LEVEL 2 MECHANICAL PLAN - PH. 1 -AREA A LEVEL 2 MECHANICAL PLAN - PH. 1 - AREA ROOFTOP MECHANICAL PLAN - PH.1 -AREA A ROOFTOP MECHANICAL PLAN - PH. 1 -AREA 8 LEVEL 1 AND 2 MECHANICAL PLAN - PH. 2 AREA E LEVEL 1 MECHANICAL PLAN - PH. 2 -AREA J ROOFTOP MECHANICAL PLAN - PH. 2 - AREAS E.J LEVEL 1 MECHANICAL PLAN - PH. 3 AREA C LEVEL 2 MECHANICAL PLAN - PH. 3 -AREA C PLATFORM MECHANICAL PLAN - PH. 3 - AREAS C,D,F,H PLATFORM MECHANICAL PLAN - PH. 3 - AREA G ROOFTOP MECHANICAL PLAN - PH. 3 AREA C LEVEL 1 MECHANICAL PLAN - PH. 4 -AREA F ROOFTOP MECHANICAL PLAN - PH. 4 -AREA F LEVEL 1 MECHANICAL PLAN - PH. 5 -AREA D LEVEL 2 MECHANICAL PLAN - PH. 5 -AREA C LEVEL 2 MECHANICAL PLAN - PH. 5 AREA D ROOFTOP MECHANICAL PLAN - PH. 5 - AREAS C,D LEVEL 1 MECHANICAL PIPING PLAN - PH. 1 - AREA A LEVEL 1 MECHANICAL PIPING PLAN - PH. 1 - AREA B LEVEL 2 MECHANICAL PIPING PLAN - PH. 1- AREA A LEVEL 2 MECHANICAL PIPING PLAN - PH. 1 - AREA B LEVEL 1 AND 2 MECHANICAL PIPING PLAN - PH. 2 -AREA E LEVEL 1 MECHANICAL PIPING PLAN - PH. 2 -AREAS H,J LEVEL 1 MECHANICAL PIPING PLAN - PH. 3 -A REA C LEVEL 1 MECHANICAL PIPING PLAN - PH. 3 AREA F LEVEL 1 MECHANICAL PIPING PLAN - PH. 3 -AREA G PLATFORM MECHANICAL PIPING PLAN - PH. 3 -AREAS C,D,H PLATFORM MECHANICAL PIPING PLAN - PH. 3 -AREA G LEVEL 1 MECHANICAL PIPING PLAN - PH. 4-AREA F LEVEL 2 MECHANCIAL PIPING PLAN - PH. 5-AREA C LEVEL 2 MECHANICAL PIPING PLAN - PH, 5-AREA D LEVEL 1 MECHANICAL RCP - PH. 1 -AREA A LEVEL 1 MECHANICAL RCP - PH. 1 -AREA 8 LEVEL 2 MECHANICAL RCP- PH. 1 -AREA A LEVEL 2 MECHANICAL RCP- PH. 1 -AREA 8 LEVEL 1 MECHANICAL RCP - PH. 2 -AREA E LEVEL 1 MECHANICAL RCP - PH, 2 -AREA J LEVEL 1 MECHANICAL RCP - PH. 3 - AREA C LEVEL 1 MECHANICAL RCP - PH. 3 - AREA G LEVEL 1 MECHANICAL RCP - PH. 3 - AREA H LEVEL 1 MECHANICAL RCP - PH. 4 -AREA F LEVEL 1 MECHANICAL RCP - PH. 5 -AREA D LEVEL 2 MECHANICAL RCP - PH. 5 -AREA C LEVEL 2 MECHANICAL RCP - PH. 5 -AREA D MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL CONTROLS M7.06 MECHANICAL CONTROLS M7.07 MECHANICAL CONTROLS SHEET TOTAL: 106 ELECTRICAL DRAWINGS E0.01 ELECTRICAL LEGEND E0.02 ELECTRICAL GENERAL NOTES E0.03 LIGHTING FIXTURE SCHEDULE E0.04 MECHANICAL EQUIPMENT CONNECTION SCHEDULE E0.05 MECHANICAL EQUIPMENT CONNECTION SCHEDULE E0,06 MECHANCIAL EQUIPMENT CONNECTION SCHEDULE E0.07 MECHANCIAL EQUIPMENT CONNECTION SCHEDULE E0.00 MECHANICAL EQUIPMENT CONNECTION SCHEDULE ED1.01 ELECTRICAL SITE DEMOLITION PLAN E1.01 ELECTRICAL SITE PLAN E1.02 ENLARGED PARTIAL ELECTRICAL SITE PLANS ED2.11A PHASE 1-1ST FLOOR LIGHTING DEMOLITION PLAN - AREA A ED2.11 B PHASE 1-1ST FLOOR LIGHTING DEMOLITION PLAN -AREA B ED2.12A PHASE 1- 2ND FLOOR LIGHTING DEMOLITION PLAN - AREA A ED2.12B PHASE 1 - 2ND FLOOR LIGHTING DEMOLITION PLAN -AREA B ED2.21 PHASE 2- 1ST FLOOR LIGHTING DEMOLITION PLAN - AREA E,J ED2.22E PHASE 2- 2ND FLOOR LIGHTING DEMOLITION PLAN - AREAS ED2.31C PHASE 3-1ST FLOOR LIGHTING DEMOLITION PLAN -AREA C ED2.31G PHASE3- 1ST FLOOR LIGHTING DEMOLITION PLAN - AREAL ED241F PHASE 4- 1ST FLOOR LIGHTING DEMOLITION PLAN -AREAF ED242F PHASE 4- 2ND FLOOR LIGHTING DEMOLITION PLAN - AREA F ED2.51D PHASE 5- 1ST FLOOR LIGHTING DEMOLITION PLAN - AREA D ED2.52C PHASE 5- 2N1) FLOOR LIGHTING DEMOLITION PLAN -AREAL E02.520 PHASE 5- 2ND FLOOR LIGHTING DEMOLITION PLAN - AREA D ED3.11A PHASE 1-iST FLOOR POWER DEMOLITION PLAN - AREA A ED3.118 PHASE-1STFLOOR POWER DEMOLITION PLAN - AREAS E03.12A PHASE 1- 2ND FLOOR POWER DEMOLITION PLAN - AREA A E03.128 PHASE1- 2ND FLOOR POWER DEMOLITION PLAN - AREAS E03.21 PHASE 2- 1ST FLOOR POWER DEMOLITION PLAN -AREA E,J E0322E PHASE 2- 2ND FLOOR POWER DEMOLITION PLAN -AREAF E0331C PHASE 3- 1ST FLOOR POWER DEMOLITION PLAN -AREAL ED331G PHASE 3- 1ST FLOOR POWER DEMOLITION PLAN -AREAL ED3.32 PHASE 3- PLATFORMS POWER DEMOLITION PLAN - AREA C,D,F,H ED3.41F PHASE 4- 1ST FLOOR POWER DEMOLITION PLAN -AREAF ED3.42F PHASE 4 - 2ND FLOOR POWER DEMOLITION PLAN - AREA F ED351D PHASE5. 1ST FLOOR POWER DEMOLITION PLAN -AREAD ED3.52C PHASE 5- 2ND FLOOR POWER DEMOLITION PLAN - AREAL ED3.520 PHASE 5- 2ND FLOOR POWER DEMOLITION PLAN - AREA D ED402 PARTIAL LIGHTING DEMOLITION PLANS - BID ALTERNATES ED4.03 PARTIAL LIGHTING DEMOLITION PLAN - BID ALTERNATE ED4.04 PARTIAL POWER DEMOLITION PLANS - BID ALTERNATES E2.11A PHASE 1- 1ST FLOOR LIGHTING PLAN - AREA A E2.118 PHASE 1- 1ST FLOOR LIGHTING PLAN - AREAS E2.12A PHASE 1 - 2ND FLOOR LIGHTING PLAN - AREA A E2,128 PHASE 1- 2ND FLOOR LIGHTING PLAN - AREAS E2.21 PHASE 2 - 1ST FLOOR LIGHTING PLAN - AREA E,J E2.22E PHASE 2- 2ND FLOOR LIGHTING PLAN - AREA F E2.31C PHASE 3- 1ST FLOOR LIGHTING PLAN - AREAL E231G PHASE 3- 1ST FLOOR LIGHTING PLAN -AREAL E2.32 PHASE 3- PLATFORMS LIGHTING PLANS - AREA C,D,F,H E2 41 F PHASE 4 - 1ST FLOOR LIGHTING PLAN - AREA F E242F PHASE 4- 2ND FLOOR LIGHTING PLAN -AREAF E2.51D PHASES - 1ST FLOOR LIGHTING PLAN - AREA D E2.52C PHASE 5-2ND FLOOR LIGHTING PLAN -AREAL E2.520 AREA5- 2ND FLOOR LIGHTING PLAN -AREAD E3.11A PHASEI - 1ST FLOOR POWER PLAN - AREA A E311B PHASEI - 1ST FLOORPOWER PLAN - AREAS E312A '1- 2ND FLOOR POWER PLAN - AREA A E3.128 PHASE 1- 2ND FLOOR POWER PLAN - AREAS E3.21 PHASE 2- 1ST FLOOR POWER PLAN - AREA E,J E3.22E PHASE 2. 2ND FLOOR POWER PLAN -AREAF E3.31C PHASE 3- 1ST FLOOR POWER PLAN -AREAL E3.31G PHASE 3- 1ST FLOOR POWER PLAN -AREAL E3.32 PHASE 3- PLATFORMS POWER PLANS -AREA C.D,F,H E3.32C PHASE 3- 2ND FLOOR POWER PLAN - AREA C(HVAG UPGRADE) E3.33G PHASE 3- PLATFORMS POWER PLAN - AREAL E3.41E PHASE 4- 1ST FLOOR POWER PLAN -AREAF E342F PHASE 4- 2ND FLOOR POWER PLAN - AREA F E3510 PHASE 5- 1ST FLOORPOWER PLAN -AREAD E3.52C PHASE 5- 2ND FLOOR POWER PLAN - AREAL E3.52D PHASE 5- 2ND FLOOR POWER PLAN - AREA D E4.01 PARTIAL POWER PLAN -KITCHEN /SERVICE AREA E4.02 PARTIAL POWER PLAN - TEMPORARY SERVING AREA E4.03 PARTIAL LIGHTING PLAN S- BID ALTERNATES E4.04 PARTIAL LIGHTING PLAN - BID ALTERNATE E405 PARTIAL POWER PLAN- BID ALTERNATES E5.01 ELECTRICAL DETAILS E5.02 ELECTRICAL DETAILS E5.11 LIGHTING CONTROL SCHEDULE E5.12 LIGHTING CONTROL SCHEDULE E5.13 LIGHTING CONTROL SCHEDULE E5.14 LIGHTING CONTROL SCHEDULE OF OPERATION E5.21 LIGHTING CONTROL DETAILS E5 22 LIGHTING CONTROL DETAILS E5 23 LIGHTING CONTROL DETAILS E5 24 LIGHTING CONTROL DETAILS ES 25 LIGHTING CONTROL DETAILS E5.26 LIGHTING CONTROL DETAILS E6.01 EXISTING SWITCHBOARD #1 POWER RISER DIAGRAM E6.02 REVISED SWITCHBOARD #1 POWER RISER DIAGRAM E6.03 NEW SERVICE AND ADDITION POWER RISER DIAGRAM E6.11 PANEL SCHEDULES E6.12 PANEL SCHEDULES E6.13 PANEL SCHEDULES E814 PANEL SCHEDULES E6.15 PANEL SCHEDULES E6.16 PANEL -SCHEDULES E6.17 PANEL SCHEDULES E6.18 PANEL SCHEDULES E8.19 PANEL SCHEDULES E6.20 PANEL SCHEDULES E6.21 PANEL SCHEDULES E622 PANEL SCHEDULES E623 PANEL SCHEDULES E6.24 PANEL SCHEDULES E631 DEMAND LOAD CALCULATIONS E7.01 TEMP. PORTABLE - SITE PLAN E7.02 TEMP.PORTABLE - ONE -LINE DIAGRAM SHEET TOTAL, 108 TELECOM DRAWINGS TO01 SYSTEMS LEGEND TD2.11A PHASEI- 1ST FLOOR SYSTEMS DEMOLITION PLAN - AREA A TD2.11B PHASE 1 - 1ST FLOOR SYSTEMS DEMOLITION PLAN AREA B TD2.12A PHASE 1 - 2ND FLOOR SYSTEMS DEMOLITION PLAN - AREA A TD2.12B PHASEI- 2ND FLOOR SYSTEMS DEMOLITION PLAN - AREAS TD221 PHASE 2- 1ST FLOOR SYSTEMS DEMOLITION PLAN -AREA EJ TD2.22E PHASE 2 - 2ND FLOOR SYSTEMS DEMOLITION PLAN - AREA E T02.31C PHASE 3- 1ST FLOOR SYSTEMS DEMOLITION PLAN -AREAL T02.31G PHASE3 . 1ST FLOOR SYSTEMS DEMOLITION PLAN -AREAL T02.41F PHASE 4- 1ST FLOOR SYSTEMS DEMOLITION PLAN -AREAF 102.42F PHASE 4- 2ND FLOOR SYSTEMS DEMOLITION PLAN - AREA F T02.510 PHASES. 1ST FLOOR SYSTEMS DEMOLITION PLAN -AREAD 102.52C PHASE 5- 2ND FLOOR SYSTEMS DEMOLITION PLAN -AREAL T02.52D PHASE 5- 2ND FLOOR SYSTEMS DEMOLITION PLAN - AREA D T04,02 PARTIAL SYSTEMS DEMOLITION PLANS - BID ALTERNATES T1.02 PARTIAL SYSTEMS DEMOLITION PLANS - BID ALTERNATES T1.03 PHASE 1 - 2ND FLOOR CONDUIT ROUTING PLAN T1.11 1ST FLOOR SYSTEMS CONDUIT ROUTING PLAN T1.12 2ND FLOOR SYSTEMS CONDUIT ROUTING PLAN T2.11A PHASE 1- 1ST FLOOR SYSTEMS PLAN -AREA A T2.1113 PHASE 1- 1ST FLOOR SYSTEMS PLAN - AREAS T2.12A PHASE 1- 2ND FLOOR SYSTEMS PLAN - AREA A T212B PHASE1- 2ND FLOOR SYSTEMS PLAN - AREAS T2.21 PHASE 2- 1ST FLOOR SYSTEMS PLAN -AREAS E,J T2.22E PHASE 2- 2ND FLOOR SYSTEMS PLAN - AREAS T2.31C PHASE 3- 1ST FLOOR SYSTEMS PLAN -AREAL T2.31G PHASE 3- 1ST FLOOR SYSTEMS PLAN -AREAL T241F PHASE 4- 1ST FLOOR SYSTEMS PLAN -AREAF T242F PHASE 4- 2ND FLOOR SYSTEMS PLAN -AREAF T251D PHASE 5- 1ST FLOOR SYSTEMS PLAN - AREA D T252C PHASE 5 - 2ND FLOOR SYSTEMS PLAN - AREA C T2.52D PHASE 5.2ND FLOOR SYSTEMS PLAN - AREA D T4.01 ENLARGED TELECOMMUNICATIONS PLANS T4.02 PARTIAL SYSTEMS PLANS - BID ALTERNATES T5.01 TELECOMMUNICATIONS DETAILS T5.02 CLASSROOM AN DETAILS T5.03 AUDIO VISUAL DETAILS T5.04 INTERCOM DETAILS T5.05 ACCESS CONTROL DETAILS T5.06 CCTV RISER DIAGRAM T5.07 CCTV DETAILS SHEET TOTAL: 41 FIRE PROTECTION FX0,01 FIRE PROTECTION FIRST FLOOR / PHASING PLAN FX0.02 FIRE PROTECTION SECOND FLOOR / PHASING PLAN FX0.03 FIRE PROTECTION RISER DIAGRAM & NOTES SHEET TOTAL:3 FIRE ALARM DRAWINGS FA0.01 FIRE ALARM / EMERGENCY COMMUNICATION SYSTEM LEGEND AND NOTES FA002 FIRE ALARM / EMERGENCY COMMUNICATION SYSTEM RISER AND NOTES FA0 03 FIRE ALARM / EMERGENCY COMMUNICATION SYSTEM SEQUENCE OF OPERATION FA2.11A FA/EC- LEVELI-PHASEI -AREAA FA2.118 FNEC- LEVEL 1- PHASE 1-AREA S FA2.11C FA/EC - LEVEL 1- PHASE 1-AREA L FA2.12A FA/EC - LEVEL 2- PHASE 1-AREA A FA2.128 FA/EC - LEVEL 2- PHASE 1-AREA S FA2.21E FA/EC - LEVEL I - PHASE 2-AREA F FA221J FA/EC- LEVEL I- PHASE 2-AREAJ FA2 22E FA/EC - LEVEL 2 - PHASE 2 - AREA E FA2 22J FA/EC - LEVEL 2 - PHASE 2 - AREA J FA2.31C FA/EC - LEVEL1 - PHASE 3-AREA L FA231G FA/EC - LEVEL 1- PHASE 3-AREA L FA2.31H FA/EC - LEVEL 1- PHASE 3- AREA H FA2.32C FA/EC - LEVEL 2- PHASE 3-AREA L FA2.320 FA/EC - LEVEL 2- PHASE 3-AREA D FA2.32G FA/EC - LEVEL- 2- PHASE 3-AREA L FA2.32H FA/EC - LEVEL 2- PHASE 3- AREA H FA241F FAIEC- LEVEL 1- PHASE 4 -AREA F FA242F FA/EC - LEVEL 2- PHASE 4-AREA F FA251D FA/EC- LEVEL 1- PHASE 5-AREA D FA3 01 FIRE ALARM / EMERGENCY COMMUNICATION SYSTEM ALTERNATE 81D PLANS SHEET TOTAL: 23 RI:VIEV a.:Li FOR CODE COMPLIANCE APPROVED JAN 04 20)9 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 092018 PERMIT CENTER MBER ADDENDUM 1-PERMITREVIEW � 9/17/18 DESCRIPTION j DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District B LR B 0.01.2018 01880 ey: Author Revised Project No, 16.08 Stamp 9 REGISTERED - ERA MOND FENION STATE OF WASHINGTON Sheet No. A0.11 BLRB ARCHITECTS, P.S. 7 8 A B H K TUK • 0 L DIST T No. 406 IT R DRAWING NUMBERING SYSTEM The numbering system used for plans and interior elevations in this drawing set is in the following order, A2.32C d Discipline A = Architectural, C = Civil, E Electdcal, M = Mechanical, S = Structural. L = Landscape, HM = Hazardous Material, EX Existing Conditions, AD = Demolition, PH = Phasing, AC = Code Compliance Tyre - 1 = Site Plan, 2 = Floor Plans, 3 Exterior Elevafions, 4 = Sermons, 5 = Interior Elevations, 6 r Ceiling Plans, 7 = Openings, 8 = Details, 9 = Specialty Areas Phase Construction sequence and timeline Floor Level - Building Location - Construction Area Per Keyplan d = Dimension Plan ARCHITECTURAL SYMBOLS LETTERED GRID RUN SEQUENTIALLY FROM WEST TO EAST )).r) ---- WALL GRID IS ASSOC. W/ ifs TT ff' A LETTERED GRID RUN SEQUENTIALLY FROM NORTH TO SOUTH GRID LINES GRID LINE SHOWS STRUCTURAL BAYS (-1 DOOR NO QtJ ROOF TYPE QT0"1"5) ROOM NUMBER MATERIAL SEQUENCE WINDOW TYPE WALL TYPE (INTERIOR SIM NORTH ARROW WALL SECTION BUILDING SECTION FLOOR TYPE ELEVATION HEAD THICKNESS MATERIAL SEQUENCE WALL TYPE (EXTERIOR' Ref 1 7101 tR, / Ref EXTERIOR ELEVATIONS LITT CEILING TAG SPOT ELEVATION 11 CEILING HEIGHT 1 Ref Ref INTERIOR ELEVATIONS SEISMIC GAP VICINITY MAP 142hd St 144th St 145th St 148th St S14111h St 15Oth St 152ria St r Cargo S. 155th ST .555 5" 15 07 S RatIth St SeaTao Rental Car Facility 12 5. 09 02 S 1,itth S 546th S5 S 146th St 05 S 1541h St 03 S T.48th St 0101)1501 .e, Foster High choOir S 1 44th St 518 S 38111 SI 152hd St 5059h90nt0' 5N65 — FOSTER HIGH tO ',SCHOOL Thorodyke Elementary School S 15611-1St S1440581 Tukm.rit S 147111 04' 5' With st 5 Za . . (1151.01 St 00 44, . . . . DRAWING KEYNOTING SYSTEM A keynoting system is used on the drawings for materials, references and notes. Refer to the keynote legend on the drawing for the information which relates to each keynote on the respective drawing. Each keynote consists of a 6-digit number followed by a period and a letter suffix. The 6- digit number relates to the specifications section which generally covers the item that is referenced, and a letter suffix identifies the specific reference notation used on the drawing. The letter suffix does not relate to any corresponding reference letter in the specifications. The organization of the keynoting system on the drawings, with the keynote reference numbers related to the specification sections numbering system) shall not control the contractor in dividing the work among subcontractors or in establishing the extent of the work to be performed by any trade. Material Key Legend on each sheet is for ease of reference. The Architect's current Master List, which includes Keynotes not used on this project, is included in the specifications following Section 014200 - References. LEGAL DESCRIPTION THE SOUTH HALF OF THE SOUTHWEST QUARTER FO THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NOR11-1, RANGE 4 EAST, WM. IN KING COUNTY, WASHINGTON EXCEPT THE WEST 190 FEET OF THE EAST 565 FEET OF THE SOUTH 320 FEET OFSAID SUBDIVISION, AND EXCEPT THE SOUTH 20 FEET DEEDED TO KING COUNT( FOR ROAD UNDER AUDITOR'S FILE NO. 1158646; AND EXCEPT THE 30 FEET DEEDED TO KING COUNTY BY THE AUDITORS FILE NO. 472349 AND 5548565; EXCEPT THE NORTH 30 FEET OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION AND WEST OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF VIEW STREET "43RD AVENUE SOUTH" AS SHOWN ON THE PLAT OF RIVERTON MACADAM ROAD TRACS, ACCORDING TO THE PIAT RECORDED IN THE VOLUME 16 OF PLATS, PAGE 90, IN KING COCUNTY, WASHINGTON, DEEDED TO KING COUNTY FOR ROAD UNDER AUDITORS FILE Na 6010970) AND EXCEPT THE NORTH 3 FEET OF THE SOUTH 23 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, IN KING COUNTY, WASHINGTON, FROM ENGR. STA, 90400 AS SURVEYED BY KING COUNTY SURVEY Na 20-23-4-66 DEEDED TO KING COUNTY FOR ROAD UNDER AUDITORS FILE a 7406130313, ALSO THE WEST 500 FEET OF THE NORTH 609.84 FEET FO THE SOUTH 629.64 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 ORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. PROJECT DATA PROJECT ADDRESS 4242 South 144th Street TUKWILA, WA 98168 TAX PARCEL NO 152304-9108 GOVERNING CODES WASHINGTON STATE BUILDING CODE IBC 2015 INTERNATIONAL FIRE CODE WASHINGTON STATE ENERGY CODE TUKWILA MUNICIPAL CODE TITLE 16 TUKWILA MUNICIPAL CODE TITLE 18 EXISTING ZONING LDR - LOW DENSITY RESIDENTIAL - SCHOOLS ARE ALLOWED AS A CONDITIONAL USE PER 18.10.040; TITLE 18 TUKVVIIA MUNICIPAL CODE (TMC) ABBREVIATIONS AB ABS ACM ACP ACP ACT AD ADJ ADJT ADP AFF AGG AL ANCHOR BOLT ACRYLONITRLIE-BUTADIENE-STYRENE (PLASTIC) ASBESTOS CONTAINING MATERIAL ACOUSTICAL CEILING PANEL ASPHALT CONCRETE PAVEMENT ACOUSTICAL TILE AREA DRAIN ADJACENT ADJUSTABLE ACOUSTICAL DIFFUSION PANEL ABOVE FINISH FLOOR AGGREGATE ALUMINUM ALT ALTERNATE AP ACCORDION PARTITION AR ABUSE RESISTANT ARGWB ABUSE RESISTANT GYPSUM WALL BOARD ARCH ARCAITECT ( ) ATB ASPHALT TREATED BASE AWP ACOUSTICAL WALL PANEL BIT BITUMINOUS BL BLINDS BLDG BUILDING BLKG BLOCKING BM BEAM BMU BRICK MASONRY UNIT BOT BOTTOM BR BRICK BUR BUILT UP ROOFINGBUILT UP ROOFING C/S CLOCK/SPEAKER CAB CABINET CB CATCH BASIN CG CORNER GUARD CHS CHALKBOARD CJ CONTROL JOINT CL CENTER LINE CLF CHAIN LINK FENCE CLG CEILING CLR CLEAR (ANCE) CMT CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS/CONTINUATION CONTR CONTRACTOR CORR CORRIDOR COVE SV COVE SHEET VINYL CPT CARPET CR CLASSROOM CT CERAMIC TILE CTSK COUNTER SINK CUSP CUSPIDOR GUST CUSTODIAN CW COLSWATER DEEP DBL DOUBLE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL DW DISHWASHER DWG DRAWING DWR DRAWER EAST EA EACH EF EXHAUST FAN EIFS EXT. INSUL. FINISH SYSTEM EJ EXPANSION JOINT ELECT ELECTRIC (AL) ELEV ELEVATION ELEV ELEVATOR EM ENTRY MAT EMC ELECTRO MAGNETIC CLOSER EMH ELECTRO MAGNETIC HOLDER EP EPDXY PAINT EPNL ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT ER EPDXY RESIN ESR EIASTOMERIC SHEET ROOFING EXIST EXISTING EXPS EXPOSED STRUCTURE EXT EXTERIOR FA FIRE ALARM FCB FIBER CEMENT BOARD FCS FIBER CEMENT SIDING FCP FIBER CEMENT PANELS FO FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FO FINISH GRADE FGP FIRE ALARM GRAPHIC PANEL FH FIRE HYDRANT FIN FINISH (ED) FLIT FLOOR FO FACE OF FOF FACE OF FINISH FOM FACE OF MASONRY FOS FPP FR FRCP FRP FRT FS FT FTG FURR FW GA GALV GB GC GCMU GL GLB GSH GVL GWB HB HC HDR HOW HDWD HM HORIZ HR HT HVAC HW HWH GL MB NCL NSUL NT PT RGWB ST JT KO KS LAB LAM IAV IF LGL LH LIN IT MAR MAT MAX MB MDF MDO MECH MFR MH MIN MIR MISC MTL MW NA NIC NO NOM NSV NTS SC OD OFCI OFD OH OP OPG OPP OSB PAR PART PBG PB PC PERF PERP PH PL PL PLAM PLYWD PNL PR PRT PS PSF PSI PT FACE OF STUD FOLDING PANEL PARTITION FALL RESTRAINT FIBER REINFORCED CEMENT PANEL FIBER REINFORCE PANEL FIRE RESISTANT TREATMENT FIRE STOP (ING) FOOT, FEET FOOTING FURRING FOLDING WALL GAUGE GALVANIZED GRAB BAR GENERAL CONTRACT (OR) GLAZED CMU GLASS, GLAZING GLU-LAM BEAM GYPSUM SHEATHING GRAVEL GYPSUM WALL BOARD HOSE BIB HANDICAP HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HANDRAIL HEIGHT HEATING, VENTILATING & AIR CONDITIONING HOT WATER HOT WATER HEATERTTANK NSISE ()METER NSUIATEO GLASS NTERAC010E MEDIA BOARD CLUDE (ED, ING) NSSLATE (D) (ION) NT89159 NTSMEGCENT PAINT MPACT RESISTANT MPACT RESISTANT GYPSUM WALL BOARD JOIST JOINT KNOCK OUT KNEE SPACE LABORATORY LAMINATE (0) LAVATORY LIN FOOT (FEET) LAMINATED GLASS LEFT HAND LINOLEUM LIGHT MODIFIED ASPHALT ROOFING MATERIAL MAXIMUM MARKER BOARD MDF MEDIUM DENSITY OVERLAY PLYVVOOD MECHANICAL MANUFACTURE MANHOLE MINIMUM MIRROR MISCELLANEOUS METAL MICROWAVE NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NON-SKID SHEET VINYL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED/CONTRACTOR INSTALLED OVERFLOW DRAIN OVER HEAD OPERABLE PARTITION OPENING OPPOSITE ORIENTED STRAND BOARD PARALLEL PARTITION PROTECTIVE BUMPER GUARD PEGBOARD (TEMPERED HARDBOARD) PRECAST PERFORATE (D) PERPENDICULAR PANIC HARDWARE PROPERTY LINE PLATE PLASTIC LAMINATE PLYWOOD PANEL PAIR PRESSURE TREATED PROJECTION SCREEN POUNDS PER SQUARE FOOT POUND PER SQUARE INCH PAINT PTO PTR PVC PWC PWP QT PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER / RECEPTACLE POLY VINYL CLORIDE (PLASTIC) PROTECTIVE WALLCOVERING PROTECTIVE WALL PANELS QUARRY TILE RISER RAU RUBBERIZED ASPHALT UNDERLAYMENT RB RESILIENT BASE RD ROOF DRAIN REF REFERENCE REF REFRIGERATOR REINF REINFORCE (D) REQ REQUIRED REST RESILIENT TREADS) RISERS, TILE (LANDINGS) RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RT RIGHT SINK SOUTH S/H SEALER/HARDENER SAC SUSPENDED ACOUSTICAL CEILING SC SPECIAL COATING SCHED SCHEDULE (D) SCMU SOUND BLOCK CMU SD SOAP DISPENSER SEC SECTION SF SQUARE FOOT (FEET) SH SHEATHING SHR SHOWER SHT SHEET SIM SIMILAR (CONDITIONS VARY) - SL SIOPE SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFIED / SPECIFICATIONS SS SQUARE SS STAINLESS STEEL ST STAIN ST/L STAIN & LACQUER STN STAIN & VARNISH STD STANDARD STL STEEL STOR STORAGE STRUM' STRUCTURAL CUSP SUSPEND (ED) SV SHEET VINYL TREAD T/ TOP OF TB TOWEL BAR TBB TILE BACKER BOARD TBD TACKBOARD TC TERPOLYMER COATING TEL TELEPHONE TF TRANSPARENT FINISH TG TONGUE & GROOVE TGL TEMPERED GLASS THK THICK TO TOP OF TRSP TRANSLUCENT SKYLIGHT PANEL (S) ONG) TRWP TRANSLUCENT WALL PANEL (S) (ING) TTI) TOILET TISSUE DISPENSER TWP TACKABLE WALL PANEL TYP TYPICAL UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VB VAPOR BARRIER/RETARDER VCT VINYL COMPOSITION TILE VEN VENEER VRB VENTED RUBBER BASE VERT VERTICAL VIF VERFY IN FIELD VP VENEER PLASTER VR VAPOR RETARDER VS VARNISH SYSTEM VWC VINYL WALL COVERING W WEST WITH MO WITHOUT WD WOOD WD WOOD FLOORING WGL WIRE GLASS WIN WINDOW WM WIRE MESH WMP WIRE MESH PARTITION WR WATER RESISTANT VVRGWB WATER RESISTANT GYPSUM WALL BOARD WSCT WAINSCOT WWF WELDED WIRE FABRIC WWM WOVEN WIRE MESH YD YARD REViEWED FOR CODE COtl;PLIANCE APPrt0VDD JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2918 PERMIT CENTER 1 ADDENDUM 1 'PERMIT REVIEW 9/17/18 NSMBERJ DESCRIPTION TDATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District B LR B rch.tem:fcs Drawing Title: DATA SHEET D'e 10.01.2018 Drawn INITIALS Revised Project NO 16.08 Stamp She. No 5932 1 A0.21 LEE RA MOND FENTON] STATE OF WASHINGTON of BLRB ARCHITECTS, RS. ram SOUTH 142ND STREET a l 1 l II 1 CLASSROOM r Imo I ADDITION .1 ooDR Tv nitv co FOR LAYOUTfSEE1/L1 03 ji . SDUTKI44TH STREET TT Z IT w ,V FOR LAYOUT SEE 4/L1.03 id V —I� �� SOUTH 44TH STREET 1/ GENERAL NOTES 1.) DO NOT SCALE DRAWINGS. 2.) REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY AND ADDITIONAL LAYOUT INFORMATION. 3.) REFER TO ARCHITECTURAL FOR BUILDING GRID LAYOUT INFORMATION. 4.) VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 5.) NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM DOCUMENTED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS SPECIFIED SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6.) STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM FACE OF BUILDING WALL, BACK OF CURB OR COORDINATE POINT AS SHOWN ON PLAN. STAIR WIDTHS INDICATED ARE CLEAR DIMENSIONS (INSIDE TO INSIDE WALL FACE). WEISMANDESIGNGROUP oNDSCAPE ULTANT EA;nE WA9a"2T WOG lN«DM 4 ADDENDUM 4 10/8/16 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS IA D JAN 04 2019 City of Tuhvil BUILDING DIVISI 7.) WHERE DIMENSIONS ARE IN FEET ONLY, CONTRACTOR IS TO ASSUME THEY ARE 0' (E.G. 12' = 12'-0"). 8.) MARK OR STAKE LOCATIONS OF FENCING, SITE WALLS, RAMPS, WALKS, SITE FURNITURE, ATHLETIC EQUIPMENT, ETC. FOR APPROVAL BY ARCHITECT, PER SPECIFICATIO0EC'Y_)VEIN PRIOR TO INSTALLATION. CITY OF TUKWILA DEC 20 2818 CORRECTION PERMIT CENTER LTR# 2.. SCALE/ 1"=30'-0" 0' 15' 30' 60' 0 120' mil/ CONFORMED SET Foster High School Modernization and Addition Tukwila School District awing R B iy 1 ': ' i„'.-- 1 ACOMA R56 f An. Li le 700 Wa l 81/11402 ' 212 /5/5599 1 Il� 8LR8 Com Title. •VERALL SITE PLAN Date: 09.05.2018 D.WO By, AL, AR Revised : 11/08/2018 Project No. 16.08 Stamp Sheet No. ® L1.00 of BURS ARCHITECTS, P.S. SITE IMPROVEMENTS LEGEND SYMBOL ITEM EXISTING CHAIN LINK FENCE I 1 1 II =DR _ aa 11 0 IT ni4 h \ j- A / ev ' II:hi . AAA,At,„,:o OA-A A , , ,, 1 A,, „ o , .-',J1„_-,To o..,\ 1,,11, 1„--- o,,,„„,, , k- :-]: ii41_ _L 114 -45144-4 44 - II 441 i :22 44 t iii 11 li, ii E, 4 5 ! 5 _ RIR: 4 ' I '414 M 1 r! i 4 144_ 44 1 R1 i 11 , 14 1 RI o1 :5,42144,42), SOUTH 142ND STREET ! 10' BUFFER LINE LIGHT POLE, SEE ELECTRICAL, TYP. ED - I WALK W/1!! I 4- (BLDG. , CORNER il I V.111 ' i141:,4: ') ' : \ : : WALK W/ EXIST. 1 I 4'15 E-42-4) )) tv_-----4\! illf41 my- , , ..„,.....„, , 1 I ! , ,, i , E I r ALIGN 1, ' 1 / i 4 AI j; n n ri COLUMN / r \ !I 4 L.--: 1.--) i I 1: * ...... ___ _,', 4 1—I ri 1-----rill ) 5 MATCHLINE - SEE SHEET L1.02 Tr71/7 0 / SCORED CONCRETE PAVING SEEDED LAWN BIKE RACK SEAT WALL RECTANGULAR PICNIC TABLE SQUARE PICNIC TABLES FLAG POLE BOLLARD TYPE I, FIXED BOLLARD TYPE IL REMOVABLE TRASH RECEPTACLE EXISTING TREES TO REMAIN SEE SITE PLAN FOR LAYOUT AND PATTERN SEE CIVIL DRAWINGS FOR DETAIL AND SPECIFICATION SECTION CONCRETE PAVING. SEE L2.00 SHEETS FOR PLANTING PLANS. SEE SPECIFICAITONS SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS AND DETAIL SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. STAINLESS STELL BOLLARD, SEE SITE PLAN FOR LOCA0ONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. STAINLESS STELL BOLLARD, SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. SEE SITE PLAN FOR LOCATIONS, SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. SEE SITE PLAN FOR LOCATION, SEE TREE PROTECTION DETAIL AND CIVIL PLANS EXISTING TREES TO BE SEE CIVIL DEMO PLANS REMOVED 14 '!! I 17-,4"1 Ltj I cc i 1. _± -71T . - - - - I ( 0 _ ----- 0999 9 .0-0 494-4±4(4444-4E(4.4474474414(447, (,,W44-42,4 4 477 (4(44-(4445=44-4,44 44, LIMITS (OF WORK ' D 1!!!!1,c):: 4 ist4/ ;1\4 ji , 1 Irr I 1 ! NEW CONCRETTBT 1 (7=7 .-44,44-(4.- .4=E44=4:41_44 T TA .aA, 444 ,J,4 I II '1 I A I-4 i ) Pyr I 'fi !kir 17L,, I I I I L ,„ 4471 15511 5444"1:42 rir:EBT L 7/54 yri-nyiTTY cmy@tyl_ 1_ y)i Yy) 1 CLASSROOM ADDITION Tori`o NEW PARKING (STALES. 1- TYP., SEE CIVIL (4 4\0, ALIGN WALK WTH DOOR OPENING, TYP. ,konge. VIP"' 111011111 EB5r1t UWE CONCRETE 1401". SCALE:14=20RO" 0' 10' 20' T4(4:iii7,444D FOR CODE (1101,141LIANCE AP1,541011CD JAN 04 2219 City of Tukwila BUILDING DIVISION *WM 40' BECE8! f139' CITY OF ILI =LA DEC 20 20113 PERMIT CENTER WEISMANDESIGNGROUP LANDSCAPE DAMMAM' 329 E MADISON Si EARLE 98112 1206,22-1732 MMANNIDGMCCOM 4 ADDENDUM 4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District BLRB TACOMA BLRES ` 4, Drawing Title SITE PLAN °111e 09 05 2018 D'w" By AL, AR Revised wo", Project No 16.08 Stamp Sheet No L1.01 „a! BLRB ARCHITECTS, P.S. MATCHLINE - SEE SHEET L1.01 L p 3 ,0,3', 3 3. --• L -1 - 3 P r r,‘ N-NNI ILI 1 • < Hrj1 f P P01 14-.44„ ADA RAMP MONUMENT STEPS EXISTING TREES TO REMOVED, TY. rIr---,'-..,-'-_ 1 N 1 "- % ' ,-, , '-N ..' .,-• dI1 IN t 6 . - __ _ - - ' - : iN- l N• - ,- /__ i •- l - _" _,,, _ - ,. 43' 7 4 , _ _ 3 - dir ff_ Ed:Z-41NF a 9 „L , • 3. 7N- i/i -. Gi , .; , , / -- ,T .1 7- - -,- - - - --9 c 1 I_, ,3 ,_ - .' L. _ l -- I 1i / / ,• E I J D_ J9 -m H-1 , i _ / • _ / _r; N _-: ,_r ,6 ,,,,:,-I -,, / i CONCRETEMOW=EXISNG41 " g4w_ _ -IN- VlSOUTH 14471STREET l r 1 f I . 10 , P - = F r 4n srAr.A. 0.88/ H- I P I I _ - 1. ,- N i lr i f , _ r 1 - •= - _ AN00Y, SEE ,LIGHT POLE, SEE ELECTRICAL, TYP. 'iEXISTING ENCLOSURE TO REMAIN ,1 3 . 9 : L - 7 2 Er ] CONCRETE SEATWALL . TY . CONCRETE SEATWALL, TYP. P I C N C T A B L E S MECHANICAL A R E A ENCLOSURE, SE E ARCH. K1/A1.50 GATE, SEE AR C H . K3/A1.50 1_ \ MECH. AREA , , VEHICULAR PAVINGSEE OLLARD TYPE I, (3) BOLLARD TYPE II, \ , CONCRETE PAVING, SEE CIVL, TYP. R . . /• \ , „ - - 0 , _ , .. . ... i , BE NEW CONCRETE C11B, SEE cv,L,Trr. 'ALGII7 O ,,\,1 t m E . 7 TRASH RECEPTACLE (1) OF 5, TY., SEE SPECS TRANSFORMER PAD AND OIL CONTAINMENT, SEE CIVIL TRANSFORMER AND CABINET, SEE ELEC. BOLLARDS,SEE CIVIL - - - - - -- .- -- - - 4I- ) L N -- - - - - - I,r 3-- / - - -_-- 1 -_ - 7f=1 , I - -N — 4 j- TRASH RECEPTACLE ._(1) OF 5, TY f1,Ni_SEE SPECS il rNN g7h- EN- I h \ CONCRETE RETAINING WALL ALGN WALL W/ EDGE OF WINDOW „ . _ L r e r , - LIMITS A44 OF WORK _ FOR-LAY7UTE 1/L1.03 CTRICAL '11 ALTERNATE BID A2 - FITNESS ADDITION Scaie: 58EVia1C,..) FOR CODE CO,,i-l!ANCE Atr,PNCVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 20 2018 PERMIT CENTER 80' WEISMANDESIGNGROUP LANDSCAPE ICONSULTANT 7,1,v,,,ADI9SaTnSi 4 ADDENDUM 4 10/8118 • 1 1 f 3 ADDENDUM 3 10/3/18 r I 1 ADDENDUM 1 NUMBER DESCRIPTION DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District BLRB ir ,:o -Ncr:, TACOMA 10898881888 1888188 2082/1095 BLRBC Drawing Tftle SITE PLAN Del' 09.05 2018 D.'"Y AL, AR R'''d 11/08/2018 Pr""° 1.6 08 Stamp Sheet No ii.... L1.02 of _.) 1 . fI 'l • 1 f 8088 ARCHITECTS, P.S. 33,3 ' cir ALIGN W/ 111111)=====.43,. 11 I I EXIST. CONC. ........11A_I...1 0 \ 'P,7-)z_,--N 0-- \ AL GN ?NI I • / 0 FRONT PLAZA ENLARGEMENT - LAYOUT ALIGN ALIGN 0 FIELD PLAZA ENLARGEMENT - LAYOUT -31) V INN?, I A_UGN ALIGN -7, i\A1 -30( 280 \ ALIGNNW/ ).3 EXIST. GONG-. W WALK ALIGN Scale: 1"=10I-0r —3) - /\ X \ \\V.' \\\ 14.143G,C0RNN9--- 90 ALOO 99 , ALG1.1 BO)F000 STAIR aA ALIGN CONCRETE EDGE WITH BLDG CORNER 1 I _1 jr 0 COURTYARD ENLARGEMENT - LAYOUT ALIGN ALIGN Scale: 1".N-10I-0ll G31 ALIGN s COR ocL 0ENN0E T ER WREI TRH0A E ,A SCOLLRING ANGLE TO ,MATTECRH N,op , 0 \\\ %-• ORIENTATION 0 COURTYARD ENLARGEMENT - LAYOUT Scale: Ill.-TI0-0" ALIGN X .N U \ 3, 3' 3) SCALE:1"=1i 0" cr 5' 10' ),,E3ViEn FOP: CO).DE CC,;1jA4c- APPtZCVEH) JAN 04 2819 City of Tukwila BUR000JG DV1:3101a RECEIVED CITY OF TUKWILA DEC 20 2018 PERMIT CENTER 20' 40' WEISMANDESIGNGROUP LANDSCAPE ONSULTANT 06-322-1732 WWW.WOGINC.CONI 4 ADDENDUM 4 $ ADDENDUM 3 1 ADDENDUM 1 10/8/18 IRC/:1188 NUMBER DESCRIPTION DA DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District BI-RB..,- TACOMA '517:0'''" "2''51:1;',,''''''''' 8086 Drawing Tile SITE PLAN ENLARGEMENTS 88/81 09 05 2018 Brewn By AL, AR R''''d 11/08/2018 Pr°,°°'N° 16 08 L1.03 Scale: 1 =1 a-0" BLRB ARCHITECTS, P.S. —SPACED At 20 ®f. U 4F fg.4'a®o hJF — 7 SOUTKi144- TH STREET G c SOUTH STREE L2.0 L2.03 L COLS CL':C;"LIAIJCC AID"r;271 eO JAN042019 RECE-.1VER CITY OF TUKWILA b SCALE: 1"=30'� --El�IC9 0' 15' 30' 60' 120' DEC 20 2018 PERMIT CENTER WEISMANDESIGNGROUP 2329 E MADISON Si SEATTLE WA 98112 206.322-1232 WVNCWOGMCCOM ADDENDUM4 10/8/18 ADDENDUM 3 10/3/18 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District 11 BLRB.=1;JcJ'!i �.; TACOMA - .., .,..I. ... . 1250 <(c8/8 ". Su!1 /818 03 On98983 25162 5539 BLAB cow Draw ng Tlde: OVERALL PLANTING PLAN Date : 09.05.2018 Drawn By : AL, AR Revised: 11/08/2018 Project No. 16.08 Stamp Sheet No. L2.00 of BLRB ARCHITECTS. P.S. • I I II 4 .,„. , , , Z l IIII Ou 1 ca, . , ' Z II 7—--:-<— ,,, - I-A-F:IIIA. N T„- 2,/1,rA,,f 1 m• .-I/J--paqkz,-- 41 /111111'.1/ 1?),11;6.'f5-L'';'f;';'''''''''-';': ' ,,/,1:_.,1,,Ei ,!,!!,IF!<_,,i)',/y!!!!,j,errrl!ii'I:ri!,:-I'!-'",,T4‘,1, !' 1„ ,,---",,--' ! ,--'W '' t',,,'',-' .11 c i_i ,,., ',11.,,1-,H,-- ''' ' 1 10rr.„ ....3. [-Tr- !! ] ,0 )--,1.-,07,----- 11 Li 'Fib . •--:-/:_ ..,, __) I In aaa 0 SMAIL TREES__ _ SPACEIL AT 20' _ SOUTH 142ND STREET I ON CENTER TYP. I II J, I lb 11) )111 II CLASSROOM 11 ADDITION I 1 C 11111 El El -3 _ - 11 Tn7-77-: L5---lifl1_1, jr--- , , A WSW 000 4- , , V_E_ , _ F:_ lXISTNG TREE 1 O REMAIN ' . -' I. I... • \I• 1/ _ ' i 4 ,,10ri_ I4T060rl1 -,k6I 1*L-1,T,, - 6 - C- aT-,ro1- !II il7 r717 p.1,Tn1I\iT,'..,c.1. 1144- 0:L L L LJJHLi 1 j j i,tLLt 1 :•,..,,' .. :-''•'• •' " •' -- • '. . '•- r ' • .. ' I ! ITIrra,1 PT ,L1 karhia mon • I L roarsila WoM MATCHLIN - SEE SHEET L2.02 • 411111111 arm • REPAIR EXISTING • LANDSCAPE AREAS • • . , emu WAS City of Tukwila BUILDiNG DiVi SION RECEIVED CITY OF TUKWILA DEC, 20 2018 PERMIT CENTER SCALE: 1"=20'-0" WEISMANDESIGNGROUP , tANDSCAPE CONSULTANT 206,322-1732 A WININ.WOGINC.CONI 4 ADDENDUM 4 10/8/18 3 .-...1 ';g:= 19= '3I NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District BLRB arcimftects BLRB,C,C, . Draw ng Tile: PLANTING PLAN Dare 09.05.2018 Drawn BY AL, AR Revised 11/08/2018 Project N.. 16.08 Stamp Sheet No. L2.01 • . 010' 20' 40' 80' BLRB ARCHITECTS, P.S. D I_ !I EXISTING LANDSCAPE TO REMAIN. PROTECT (I J l_ 11Iit v �,, vui '' x III -- 111 it I l( _II II 1- MATCHLINE - SEE SHEET L2.0 -Ill 7— - It °I1 _ LII sk 1114 9N III 11 —EXISTINGIIh.4NQSCAPE J 00 IEMAINI- PROTECT —l$- - i IN .. V - C fir. �\ . y{ 4I C \T iL--� - �r / i �II .y,, ' I SOUTB 144TH STREFT I STUDENT RAIN GARDEN O ALTERNATE BID A2 - FITNESS ADDITION Scale: 1"=20'-0" REPAIR EXISTING LANDSCAPE AREAS AS. NEEDED TO LIMITS OF DISTURBANCE. SCALE: 1' =20'-0" 0' 10' 20' (�I i;t 1_ II ill JI C EXISTING - PARKING TO REMAIN City of Tukwila BUILC;NG DIVISION 40' RECEIVED CITY OF TU1,51'ILA DEC 20 2010 PERMIT CENTER 80' WEISMANDESIGNGROUP CONSUITAM SEAT LE WA 93112r 296-322.1232 W W W.INDGMCCOM 4 ADDENDUM 4 10/8/18 3 ADDENDUM 3 10/3/18 ADDENDUM I 9/17/18 NUMBER ( DESCRIPTION DRAWING REVISIONS CONFORMED SET DATE r Foster High School Modernization and Addition Tukwila School District BLRB , -,, . 4,r; TACOMA 12I99a1'IAVP Suite180 AashT9C, 98402 253.6215599 8LR8.<on: Drawing Tide: PLANTING PLAN Date : 09.05.2018 Dra'"" By AL, AR Revised 11/08/2018 Project No. 16.08 Stamp Sheet No. L2.02 i or J BLRB ARCHITECTS, P.S. —IIr-i r ITIT -'III--III1 I1 III-111UJ =11 NOTES: 1. A 6—FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED OUTSIDE THE DRIPLINE OF TREES PRIOR TO THE COMMENCEMENT OF DEMO & EARTHWORK. PLANNING DEPARTMENT MUST INSPECT AND SIGNOFF THAT TREE PROTECTION IS ADEQUATE PRIOR TO INITIATING DEMO AND EARTHWORK. 2. ADD A MINIMUM OF 4" OF MULCH TO THE BASE OF PROTECTED TREES INSIDE TEMPORARY FENCE AREA. 3. SIGNAGE NOTING THAT TREES WITHIN THE FENCING ARE TO BE SAVED, AND THAT NO MATERIAL STORAGE IS ALLOWED WITHIN THE FENCING SHALL BE PLACED ON THE FENCE IN A CONSPICUOUS LOCATION. 4. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE TEMPORARY FENCING. ONLY LIMITED INTRUSION INTO TREE DRIP ZONES WILL BE ALLOWED AS SHOWN ON THE APPROVED PLANS. FILLING, EXCAVATING, AND CLEARING MUST BE ACCOMPLISHED BY HAND METHODS ONLY. 5. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE TREATED IN THE FOLLOWING WAY, • FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVING TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 6. SEE PLAN FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING. OTREE PROTECTION NTS ROOTBALL TO BE APPROPRIATELY SIZED IN RELATION TO CROWN OF TREE SPECIFIED FERTILIZER TABLETS IF REQUIRED BY SOILS TEST PRUNE ONLY BROKEN BRANCHES AT PLANTING BROADLEAF TREE TRUNK FLARE MUST BE VISIBLE, SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE SPECIFIED MULCH CREATE 3" HIGH SOIL SAUCER AROUND EDGE OF ROOT PACKAGE FINISH GRADE SPECIFIED IMPORT TOPSOIL REMOVE ALL BURLAP AND TWINE. AMENDED SUB SOILS ®. III=III-I111 MIN. TWICE ROOTBALL DIA. ODECIDUOUS TREE PLANTING V MIN. TWICE ROOTBALL DIA. OCONIFEROUS TREE PLANTING BREAK UP SIDES AND BOTTOM OF PLANTING HOLE COMPACT SOIL BENEATH ROOT PACKAGE TO ELIMINATE SETTLEMENT OR SHIFTING Scale: 3/8"=1,0" REMOVE ALL BURLAP SPECIFIED MULCH FINISH GRADE IMPORT TOPSOIL (SEE SPECS) PLANTING BACKFILL BREAK UP SIDES AND BOTTOM OF PIT UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL Scale: 1/2"=1'-0" LANDSCAPE LEGEND (SYMBOLS SHOWN AT 1,20'-03 SYMBOL SPECIES QUANTITY SIZE/CONDITION SHADE TREES ACER TRUNCATUM X A. PLAT. 'RUBY SUNSET' RUBY SUNSET MAPLE ACER TRUNCATUM X A. PLAT. 'WARRENRED' WARRENS RED PACIFIC SUNSET MAPLE NYSSA SYLVATICA / BLACK TUPELO GINGKO BILOBA 'PRINCETON SENTRY' PRINCETON SENTRY GINGKO TILIA CORDATA 'GREENSPIRE' / GREENSPIRE LINDEN QUERCUS RUBRA / RED OAK POPULUS TREMULA 'ERECTA' / COLUMNAR SWEDISH ASPEN ACCENT TREES 17 4 SPACING AS SHOWN ON PLAN MIN. 2" CALIPER, 10-12' MIN. HT. WELL BRANCHED, B&B MIN. 2" CALIPER, 10-12' MIN. HT. WELL BRANCHED, B&B 12 MIN. 2" CALIPER, 10-12' MIN. HT. WELL BRANCHED, B&B 2 MIN. 2" CALIPER, 10-12' MIN. HT. WELL BRANCHED, B&B MIN. 2" CALIPER. 10-12' MIN. HT. WELL BRANCHED, B&B 14 MIN. 2" CALIPER, 10-12' MIN. HT. WELL BRANCHED, B&B MIN. 2" CALIPER, 10-12' MIN. HT. WELL BRANCHED, B&B ACER CIRCINATUM / VINE MAPLE ACER PALMATUM / JAPANESE MAPLE CONIFEROUS TREES 4 5 MULTI STEMMED, MIN. (3) 35" CALIPER TRUNKS, 6-8' HT., WELL BRANCHED, B&B MULTI STEMMED, MIN. (3) 9" CALIPER TRUNKS, 8-10' HT., WELL BRANCHED, B&B PINUS CONTORTA / SHORE PINE THUJA PLICATA 'HOGAN'/ WESTERN RED CEDAR SHRUBS 4 MIN. 6-7' HT., FULL AND BUSHY TO BASE, B&B MIN. 6-7' HT., FULL AND BUSHY TO BASE, B&B 0 CAMELLIA SASANQUA 'SETSUGEKKA' / SETSUGEKKA CAMELLIA CORNUS STOLONIFERA 'KELSEYI' / KELSEY DOGWOOD CORNUS STOLONIFERA 'ARCTIC FIRE' / ARCTIC FIRE RED TWIG DOGWOOD Q VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY Q MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE Q SPIRAEA BETULIFOLIA 'TOR' / BIRCHLEAF SPIREA e SPIRAEA JAPONICA 'DOUBLE PLAY RED' / DOUBLE PLAY RED SPIREA 0 VIBURNUM DAVIDII / DAVID VIBURNUM ®ARBUTUS UNEDO 'COMPACTA' / DWARF STRAWBERRY TREE O RIBES SANGUINEUM / RED FLOWERING CURRANT O SARCOCOCCA RUSCIFOLIA / FRAGRANT SWEET BOX © PRUNUS LAUROC. 'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL Q RHODENDRON X. 'DREAMLAND' / DREAMLAND RHODODENDRON o AZALEA 'NORTHERN STAR'/ FRAGRANT STAR AZALEA o PRUNUS LAUROC. 'MOUNT VERNON' / MOUNT VERNON ENGLISH LAUREL O SARCOCOCCA HOOKERIANA 'HUMUS' DWARF SWEETBOX GROUNDCOVER AND PERENNIALS 3 15-18" HT. & SPR., FULL & BUSHY B&8 OR CONT. 15-18" HT. & SPR., FULL & BUSHY B&B OR CONT. 15-18" HT. & SPR., FULL & BUSHY B&B OR CONT. 43 27 15-18" HT. & SPR., FULL & BUSHY B&B OR CONT. 36 18-24" HT. & SPR., FULL & BUSHY B&B OR CONT. 77 18-24" HT. & SPR., FULL & BUSHY 8&B OR CONT. 18-24" HT. & SPR., FULL & BUSHY B&B OR CONT. 113 68 18-24" HT. & SPR., FULL & BUSHY B&B OR CONT. 32 24-30" HT. & SPR., FULL & BUSHY 8&B OR CONT. 8 24-30" HT. & SPR., FULL & BUSHY B&B OR CONT. it 24-3D" HT. & SPR., FULL & BUSHY B&B OR CONT. 60 24-30" HT. & SPR., FULL & BUSHY B&B OR CONT. 44 24-30" HT. & SPR., FULL & BUSHY B&B OR CONT. 40 66 24-30" HT. & SPR., FULL & BUSHY B&B OR CONT. MIN. 2 GAL. POTS, FULL AND BUSHY, CONT. 77 MIN. 2 GAL. POTS, FULL AND BUSHY, CONT. O FRAGARIA CHILOENSIS / BEACH STRAWBERRY LONICERA PILEATA / PRIVET HONEYSUCKLE GAULTHERIA SHALLON / SALAL LIRIOPE MUSCARI 'BIG BLUE' / BIG BLUE LILYTURF ANEMONE X HYBRIDA 'HONORINE JOBERT' HONORINE JOBERT JAPANESE ANEMONE + POLYSTICHUM MUNITUM SWORD FERN o POLYSTICHUM POLYBLEPHARUM TASSEL FERN 340 245 1,510 15 1 GAL. POTS 0 18" 0.C. TRIANGULAR SPACING START FIRST ROW 12" FROM EDGE OF PLANTING AREA 37 1 GAL. POTS, FULL AND BUSHY, SPACING AS SHOWN ON PLAN 79 2 GAL. POTS, FULL AND BUSHY, SPACING AS SHOWN ON PLAN 48 2 GAL. POTS, FULL AND BUSHY, SPACING AS SHOWN ON PLAN NOTES: 1. ALL GROUNDCOVER TO PLANTED AT = SPACING (TRIANGULAR) PER 0.C. SPACING ON PLANS IAN IVA 0 GROUNDCOVER —TYP. BACK OF CURB OR BED UNE 1 OGROUNDCOVER PLANTING 1 1 NATIVE GROUNDCOVER MIX LAWN 40% GAULTHERIA SHALLON / SALAL 30% MAHONIA REPENS / CREEPING OREGON GRAPE 30% POLYSTICHUM MUNITUM SWORD FERN 1540 1160 1160 1 GAL. POTS 98 24" 0.C. TRIANGULAR SPACING START FIRST ROW 18" FROM EDGE OF PLANTING AREA, PLANT IN DRIFTS OF 20-30 HYDRO —SEEDED LAWN MULCH 20,525 SF SEE SPECIFICATIONS MULCH ONLY EXISTING TREES SEE SPECIFICATIONS / \ I x 1 EXISTING TREE SUGGESTED PLANTING FOR STUDENT RAIN GARDEN (N.I.C.) EXISTING TREE TO REMAIN, SAVE AND PROTECT CAREX OBNUPTA SLOUGH SEDGE JUNCOS ACUMINATUS TAPERED BULRUSH SCIRPUS MICROCARPUS SMALL FRUITED BULRUSH Q SPIRAEA BETULIFOLIA 'TOR' / BIRCHLEAF SPIREA © CORNUS STOLONIFERA 'KELSEYI' / KELSEY DOGWOOD O GAULTHERIA SHALLON / SALAL LANDSCAPE NOTES: 10 10 7 1 GAL. POTS 0 18" 0.C., TRIANGULAR SPACING. PLANT SPECIES THAT TOLERATE DEEPER WATER LEVELS AT BOTTOM OF BIORETENTION AREAS 18-24" HT. & SPR., FULL & BUSHY B&B OR CONT. 15-18" HT. & SPR., FULL & BUSHY B&8 OR CONT. 12 1 GAL. POTS, FULL & BUSHY 1. SUBMIT COLOR PHOTOS REPRESENTATIVE OF PROPOSED NURSERY STOCK FOR EACH PLANT SPECIES AND VARIETY LISTED IN LANDSCAPE SCHEDULE. FINAL APPROVAL OF PLANT MATERIAL WILL NOT BE PROVIDED UNTIL DELIVERY AND REVIEW ON SITE. 2. CONTAINERIZED TREES ARE STRONGLY DISCOURAGED. TREES WITH LARGE CIRCLING ROOTS OR T00 DEEP ROOT SYSTEMS WILL BE REJECTED. 3. ALL ROOT PACKAGES MUST BE FREE OF ANY WEEDS. 4. TREES SHOULD NOT REQUIRE SIGNIFICANT PRUNING TO CORRECT HEALTH OR AESTHETIC DEFICIENCIES. PRUNE ONLY BROKEN BRANCHES AT PLANTING. 5. INTSTALL 8" DEPTH IMPORT TOPSOIL IN ALL PLANTING AREAS, SEE SPECS FOR ADDITIONAL DETAILS. 6. INSTALL 3" DEPTH SPECIFIED MULCH IN ALL LANDSCAPE AREAS. 7. REFER TO CIVIL DEMOLITION DRAWINGS, SPECIFICATIONS, AND TREE PROTECTION DETAIL FOR REMOVAL REQUIREMENTS AND PROTECTION FENCING AROUND EXISTING VEGETATION. 8. REFER TO CIVIL PLANS FOR SCHEDULE OF EXISTING TREES TO BE SAVED OR REMOVED. 9. REFER TO CIVIL PLANS FOR NEW UTILITY WORK. CONTRACTOR RESPONSIBLE FOR PATCH AND REPAIR OF ALL EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION WORK UNDER THIS CONTRACT. 10. REFER TO PLANTING AND SEEDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING EXTENDED MAINTENANCE REQUIREMENTS. T amok 0191 I Illilel .4 / ROOTBALL DIA. MIN. TWICE OSHRUB PLANTING I111111 0114 VIES — IItlFS PLANT SHRUBS AT SAME GRADE AS NURSERY FINISH GRADE SPECIFIED MULCH PLANTING BACKFILL IMPORT TOPSOIL — SEE SPECS. REMOVE ALL BURLAP B&8 OR CONTAINER AS SPECIFIED UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL Scale: i"=1,0• it 0 COD2 CC F.P•FI:OVU JAN 04 2213 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TU`YALA DEC 20 2018 PERMIT CENTER WEISMANDESIGNGROUP COMUVIANT 329 E MADISON Si 206-322-1732 EAMEWA 98112 .WOGINCCOM 4 ADDENDUM4 ADDENDU 018/18 i8 ADDENDUM 9/17/18 DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District BARB ac"., TACOMA .€'k1hLA€LF.'PS``iC AAd1G'i"F'N dT T = RSOP h A mnetao ' W35hnglo 48A0 , 2SS:6A 599 E ?S 131.128 ,,in Drawing Title: •.�.•." •�.,• PLANTING DETAILS, NOTES AND LEGEND Date 09.05.2018 Brawn By AL, AR 804004: 11/08/2018 Project No. 16.08 Stamp Sheet No. L2a03 Gt ) 8LR8 ARCHITECTS, P.S / / SOUTH 142N0 STREET 1 12 di t,' ------j ' CONNECi TO N.V ;z3 Luz cc t!,-) (1 !)1 • 77, 44TH AVENUE SOUT _ - „ !"! k ; 1;;c; \ II r- 1 )1 !•-!1-- , n1! 11/ I !! ---gl ! I] li i v".-- 1 _.._.., V id di ! dd di II j —iv 4 ,,,,iirdiV,1-1-11 j ,,____L, Lu_r___ 4: ! 1 \-1 -ill II NAM SH WN SCHEMATICALLY TO BE r—ril 1_72.y__, 6. Sli INSTALLED IN we,. mli 7 '1 7:7„L 7 LA.& moo MEW. Am VI, SHOM IN OEM. p , Ly rev , (,) -13" --2/071-72 -4-. POINT OF CONNECTTON PR))07)==ctur)et rs°,2),•74/6; [RAMOS. NEWT AND ADAIST LOCATON PRIOR TO )21traMNETILI 112 %WA% DEVON FLOW AT P.O.C. PRIOR TO WORK. SPARE WIRES PROMDE FOUR (1.) TOTAL SPARE WRES TO CONTROLLER. 15' ClEr2g)AkT.A1 " mrat gr,149111&"71,...=") ruiE.(1) AT ZONE #9, AND O. AT ZONE r5 AS SOUTH 144TH STREET )), L-7.1=1--M- • gitazr AS NEEDED CONTROLLER LOCAT0E,=113,0=12E.BUILDNO :PI SERVICE' YARD / UIT AND 120 VAC ROY. TO gr74!ErVIOVE:'W2774r1;;;;;;IVITEAETT74°L;i1=1"'RCEI INTO PLANTING BED, 18. BELOW d „./ / I / / 1 — — , ---M7132I27( r1=±).--2' ,-- ! ff ,• I, • • • 1 • ; - - , I I r r I / / I / I li 4 ( I II1 l' 1 / • d i i ' I / / id V k 1 / I ! / / ! ! „1 — /.5•'01.1--TH144THSTREET ! it 611 MAINTAIN & PROTECT EXISTING IRRIGATION THROUGHOUT CONSTRUCTION. NI NESETDAELL. TEMPORARY IRRIGATION MAINLINE AS D ) k 4j/ I, ! • „...„21 !! / I SCALE: 1,30,0" MEM 015' 30' • ,/\.\ trOrr. CO:2 CC:\ r, \ VANCE JAN 0 4 2813 City of Tukwila BUILDU,!G DUIO10111 60' flECER,ED CITY OF TUKINI DEC 20 2018 PERMIT CENT 120' ED WEISMANDESIGNGROUP 329 E MADISON ST 206-322-1732 VJA 98112 WWW.WIIGINC.CONI 4 ADDENDUM 4 10/8/18 3 ADDENDUM 3 1013118 1 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District ..q1 BLRB TACOMA 0490/050 800944/009)0) Drawing Tte OVERALL IRRIGATION PLAN D''' 09 05 2018 Dr"" BY AL, AR .A Revised 11/08/2018 Proie, N° 16 08 RStamp Sheet No 1,.... L3.00 of ) BLRB ARCHITECTS, P.S. 1 10 2222221 I SpRAY I J100RU0 ii fra" itian 7" SOUTH 142ND STREET / • 11 7 • 21iij,47, CAP EXISTING MAINLINE Al END OF EXISTING LAWN AREA ' 43RD AVENUE SOU ); i , / ..-. --' -, / ,-4._'_ii.1,,, 'I/i '-IiI •; I , I,v1i-1>— \A/7! _77•-e4-II',2 ,/ 1 c / / ' ,( 4 ( T-7---_ 4 \ \ \ \ \4 _I-1--= V 1" " 1i . \,_)i / ...._ ...._./ , i- , v%Z 11i? 110 _./ )1/i/ _ /) // .l_)_-- — -- _ --- -) _ I / I\ r i I \ 2 LOCATE ALL IRRIGATION - - MAINLINE, LATERALS. AND VALVES WITHIN PLANTING \ AREAS, UNLESS SLEEVING IS SHOWN, TYP. 27, /LAWINWS MSS \ . "'VON ,MEE, tam MATCHLINE - SEE SHEET L3.02 SPRAY SHRUB 100/ " \ JO \ 1 SPRAY LAWN 6" SLV 111111111 v8. woo,9505 VG0016 ( 1"\ A 0 NAM MOW 54/059 Mee NEM --Y %AIM CO:: GC/ 1iAN:1E JAN 04 2313 City of Tukwila BUILDING GIVIOION RECEIVED CITY OF TUKWILA DEC 20 2018 PERMIT CENTER 010' 20' 40' 8 • WEISMANOESIGNGROUP km= =IL - LANDSCAPE CONSULTANT 4 ADDENDUM 4 10/8/18 3 .... ADDENDUM 3 10/3/18 1 ADDENDUM 1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET r-- Foster High School Modernization and Addition Tukwila School District -1 BLRB _ , •<-, -.. --,<, TACOMA 161/Pad/Pio SHP 114 aph natal 18102 25, 627 5514 aL08 corn Drawing Titte IRRIGATION PLAN BB'B 09 05 2018 Brew" By AL, AR ReBsed 11/08/2018 Prnie.iN° 16 08 Stamp Sheet No L3.01 L of 2 BLRB ARCHITECTS, P.S. MATCHLINE - SEE SHEET L3.01 SPRAY LAWN SPRAY SHRUB CNI 04" r 4" • 1r." 2/2? q1227r",27 EVB SLV Lc, S98 PROTECT EXISTING LA 3" MAINLINE '1 1 Q APPROXIMATE LOCATION OF EXISTING VALVE BOX TO REMAIN. CONNECT EXISTING WIRES TO NEW CONTROLLER_ EX/STIN LAWN Tr 7 1-•-•= {FA , 7,r7 ,L 01i-1---Thr\, CONNECT TO EXISTING MAINLINE IN _ 52 THIS APPROXIMATE - LOCATION J L , \ 6" SLV SLV LOCATE ALL IRRIG MAINLINE, LATERALS, VALVES THIN PLANT] / REAS) UNLESS SLEEVING j IS SHOWN, VP. „ 0 • SLV 3" MAINLINE - CONNECT TO EXISTIN RRIGATION METER 6' SLV 2" SLV _ .222/%2 SLV SPRAY SHRUB • f • --LRR-SPRA-Y LAWN - „ /(7— / / \ L222, LATERALS INSIDE BUILDING, TYP. - COORDINATE EXACT ROUTES WITH ARCHITECT AND MECHANICAL - 2" SLV 222 LATERALS INSIDE BUILDING, TYP. - COORDINATE EXACT ROUTES WITH ARCHITECT AND MECHANICAL SPRAY LAWN r- L-51-4371 5U717n IA" 3" AINLIN WIRELESS RAIN SENSOR \ \>-. - MOUNT ON ROOF PARAPET IN XPPROX(MATE 'LOCATION ,22,22-22 SHOWN. VERIFY EXACT LOCATION WITH ARCHITECT AND CONFIRM WIRELESS SIGNAL PRIOR TO INSTALLATION. .22/ MAINLINE SHOWN SCHEMATICALLY. TO BE INSTALLED IN TRENCH WITH LATERAL BEHIND SIDEWALK WITH APPROPRIATE SEPARATION AS SHOWN IN DETAIL \ POINT OF CONNECTION - APPROXIMATE LOCATION OF P.O.C. TO 1-1/2" STUB -OUT FROM IRRIGATION SERVICE LINE AS SHOWN ON CIVIL SOUTH 144TH STREET °RAMOS. VERIFY AND ADJUST LOCATION PRIOR TO INSTALLATION IF REQUIRED TO AVOID CONFLICTS WITH ADJACENT UTILITIES. PROVIDE P.O.C. COMPONENTS AS _ _SHOWN IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VERIFY MIN. 75 PSI DESIGN FLOW AT P.O.C. PRIOR TO WORK. SPARE WIRES / PROVIDE FOUR (4) TOTAL SPARE WIRES TO CONTROLLER. TWO (2) SPARES SHALL RUN ALONG THE SOUTH HALF OF SITE THROUGH EACH VALVE BOX AS SPECIFIED, AND TERMINATE AT ZONE /22 AS SHOWN ON PLAN. TWO (2) SPARES SHALL RUN ALONG WEST HALF OF SITE, AND TERMINATE ONE (1) AT ZONE #9, AND ONE AT ZONE #15 AS SHOWN ON PLAN. 74-mq ForrYq Lula pa-zi Lamd)r(1L 11 _ 51 1 1 /Th." 1'1 , r' r • • ADD MAINLJNE TO COMPLETE MAINLINE LOOP SPROY LAWN 0 ALTERNATE BID A2 - FITNESS ADDITION It / \ r , i \ 1 1 , \> I / , ADJUST/RPLACE AEXsISNTEINEGuloRRIGATION CONTROLLER LOCATE CONTROLLER INSIDE BUILDING IN SERVICE YARD IN APPROXIMATE LOCATION SHOWN. VERIFY WITH ARCHITECT. WALL MOUNT CONTROLLER AT EYE LEVEL. PROVIDE 'SEPARATE 15 AMP CIRCUIT AND 120 VAC POWER TO CONTROLLER. PROVIDE 4" CONDUIT FROM CONTROLLER, UNDER SIDEWALK, AND INTO TFIE NEAREST PLANTING AREA AS SHOWN. EXTEND 24" INTO PLANTING BED, 18" BELOW GRADE. CAP AND FLAG. ADD MAINLINE TO COMPLETE MAINLINE LOOP 6" SLV 2" SLY art LOCATE ALL IRRIGATION MAINLINELATERALS,, AND VALVES 818IN PLANTING -- AREAS, UNLESS SLEEVING \ 18 SHOWN, TYP. 'HI • SPRAY LAWN PRAY HRUB 3" MAINUNE 6" SLV SCALE:1,-20.-0" MMIE 0' 10' 20' "Te CC...,-VANCE JAN 04 2013 City of Tukwila BUILCiNG DiVISION RECEIVED CITY OF TUKWILA DEC 20 2018 PERMIT CENTER 40' 80' (\:•-.. WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST [206-322-1332 CONSULTANT 5.712.98112 MANW.WDGINC.CONI 4 ADDENDUM 4 3 ADDENDUM 3 1 ADDENDUM 1 10/8/18 1C/M 9 NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET r Foster High School —41 Modernization and Addition Tukwila School District BLRB _ --:-,.r _ . 2 .:: TACOMA 1250Pacfic An SHOW Wornalon 98101 Z53 68/ 09 Drawing Tian IRRIGATION PLAN 0990 09 05 2018 Drawn BY AL, AR R"'"d 11/08/2018 Project No 16 08 Stamp Sheet No iii,... L3.02 of BLRB ARCHITECTS, P.S. ZONE SUMMARY IRRIGATION NOTES: ZONE GPM SIZE PLANT TYPE 1 28.68 1.5" ! LAWN SPRAY 2 13.42 1" ! SHRUB SPRAY 3 15.28 1" SHRUB SPRAY 4 11.03 1" SHRUB SPRAY 5 56.4 1.5" LAWN EXISTING 6 27.56 1.5" SHRUB SPRAY 7 28.5 1.5" '. LAWN SPRAY 8 33.92 1" 1 SHRUB SPRAY 9 24.6 1.5 SHRUB SPRAY 10 45.87 1.5" SHRUB SPRAY 11 50.85 1.5" '', SHRUB SPRAY 12 37.05 1.5" '. SHRUB SPRAY 13 35.56 1.5" SHRUB SPRAY 14 26.3 1.5" SHRUB SPRAY 15 26.3 1.5" SHRUB SPRAY 16 36.76 1.5" SHRUB SPRAY 17 4.86 1" SHRUB SPRAY 18 15.66 1" SHRUB SPRAY 19 42.8 1.5" LAWN SPRAY 20 30.54 1" LAWN SPRAY 20 49 1.5" LAWN SPRAY 21 30.54 1" LAWN SPRAY 21 41.4 1.5" LAWN SPRAY 22 30.54 1" LAWN SPRAY 22 41.4 1.5" '.. LAWN SPRAY 23 30.54 1" '.. LAWN SPRAY 23 7.9 1" LAWN SPRAY 24 30.54 1" LAWN SPRAY 24 30.54 1" '.. LAWN SPRAY 24 37.84 1.5" LAWN SPRAY 25 36.02 1.5 !i SHRUB SPRAY 27 7.9 1" SHRUB SPRAY 28 42 1.5" LAWN SPRAY 29 14.4 T' LAWN SPRAY 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE. MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO 8E STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS -BUILT DIMENSIONS AND CONDITIONS. 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. 4. VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 5. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, AND OVERSPRAY. AVOID IRRIGATION DURING IMES OF HIGH WINDS, WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. 6. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION 02810 FOR FURTHER INSTRUCTIONS. 7. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. IRRIGATION NOTES - EXISTING SYSTEM: 1. CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THIS PLAN REQUIRE CONNECTIONS T0, AND PARTIAL DEMOLITION OF THE EXISTING IRRIGATION SYSTEM. UNDER THIS CONTRACT MAKE ANY REQUIRED MODIFICATIONS TO LAYOUT SHOWN TO CONFORM TO ACTUAL AS -BUILT CONDITIONS OF EXISTING SYSTEM AT NO ADDITIONAL COST. 2. PRIOR TO ANY WORK, SCHEDULE A SITE VISIT WITH THE OWNER'S REPRESENTATIVE AND GENERAL CONTRACTOR TO SURVEY THE EXISTING SYSTEM. OPERATE THE ENTIRE SYSTEM FROM CONTROLLER AND DOCUMENT ON A PLAN ANY NONFUNCIONING ZONES OR AREAS WITHIN AND OUTSIDE THE LIMITS OF WORK. THIS WALK THROUGH WILL BE THE BASIS OF AN UNDERSTANDING BETWEEN THE GENERAL CONTRACTOR AND THE OWNER AS TO THE STATUS OF THE SYSTEM PRIOR TO THE CONSTRUCTION PROJECT. REPAIR ANY SYSTEMS DAMAGED DURING CONSTRUCTION TO RESTORE THE SYSTEM TO AT LEAST THE STANDARD REVIEWED AT THE VMS OF WALK THROUGH. PREPARE A PROPOSAL TO THE GENERAL CONTRACTOR FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE OF WORK SHOWN ON THESE DRAWINGS, FOR REPAIR AT THE OWNER'S OPTION. 3. PROVIDE TEMPORARY CONTINUOUS SERVICE DURING THE DURATION OF THE CONSTRUCTION PROJECT TO WATER ALL EXISTING AREAS THAT MAY BE AFFECTED DURING CONSTRUCTION. HAND WATER ANY AREAS TEMPORARILY THAT DO NOT RECEIVE WATER DURING PROJECT DURATION. 4. REMOVE ALL IRRIGATION PIPING, SLEEVING OR HEADS IN AREAS TO BE MODIFIED. EXISTING WIRING MAY BE EXTENDED PROVIDED THAT SPLICES ARE LOCATED ON THE AS -BUILT AND INSTALLED IN A VALVE BOX USING WATER TIGHT CONNECTORS AS SPECIFIED. IRRIGATION HEADS MAY BE RE -USED PROVIDED THAT THEY ARE THE SAME AS SPECIFIED FOR THE NEW WORK AND THAT THEY ARE IN PERFECT OPERATING CONDITION. IRRIGATION PIPING MAY NOT BE RE -USED. 5. DURING INSTALLATION OF THE WORK BY GENERAL OR SUBCONTRACTORS, NOTE THE LOCATION OF ANY EXISTING IRRIGATION INFRASTRUCTURE ENCOUNTERED AND CLEARLY NOTE ON NEW RECORD DRARRNGS. NOTIFY THE OWNER OF ANY DAMAGE AND REPAIR DAMAGE IMMEDIATELY. 6. THE LOCATION OF IRRIGATION MAINLINE, LATERAL, SLEEVING, AND VALVES ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. MAKE MINOR ADJUSTMENTS AS REQUIRED TO COORDINATE WITH AS -BUILT DIMENSIONS AND CONDITIONS. 7. WHERE SLEEVING IS REQUIRED ACROSS EXISTING ASPHALT, SAW CUT AND EXCAVATE A SMOOTH, STRAIGHT EVEN TRENCH. AFTER INSTALLING THE PIPING 06 WIRING, REPAIR ALL PAVING IN ACCORDANCE WITH CIVIL PLANS AND DETAILS. PROVIDE COMPACTION CONSISTENT WITH SURROUNDING AREA AND COORDINATE ALL WORK WITH GENERAL CONTRACTOR. 8. IDENTIFY WIRING RUNS FROM EXISTING CONTROLLER TO ABANDONED ZONES AND PROVIDE ONE LOCATION FOR A SPLICE BOX FOR THESE WIRES. VERIFY EXISTING CONTROLLER LOCATION PRIOR TO WORK. VERIFY EXTRA SPARE WIRES AS AVAILABLE FOR USE. 9. AFTER CONNECTION TO THE SITE MAINLINE OR LATERALS AND BEFORE PLACEMENT OF HEADS, FLUSH THE ENTIRE SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS INSURING THAT THERE ARE NO CONTAMINANTS WHATSOEVER IN THE NEW OR EXISTING PIPING. 10. AFTER INSTALLATION OF THE NEW WORK, RUN THE ENTIRE SYSTEM THROUGHOUT THE SITE FROM THE CONTROLLER TO MAKE SURE THERE IS WIRING CONTINUITY TO ALL VALVES AND SUFFICIENT FLOW TO ALL ZONES. FLAG ZONE NUMBERS PERMANENTLY ON BOTH SIDES OF ANY SPLICES IN VALVE BOX, AND AT CONTROLLER. TEST AND REPAIR OR REPLACE ANY WIRING WHICH IS SHORTED, DAMAGED, NOT FUNCTIONING WITH NEW WIRE AS SPECIFIED IN PVC SLEEVE, AT CODE REQUIRED DEPTH. IF NOT FEASIBLE, SUBMIT REQUEST TO USE DOUBLER BY TRANSITIONAL SYSTEM MFG. CO., TEL. (530) 751-2610. 11. REPAIR ANY DAMAGE TO LANDSCAPE THROUGHOUT STE, EVEN BEYOND LIMITS OF WORK IF DAMAGE CAUSED BY CONTRACTORS OPERATIONS, INSTALLATION OR FAILURE TO ADHERE TO REQUIREMENTS NOTED ABOVE. 12. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. IRRIGATION LEGEND (SYMBOLS SHOWN AT 1"=20'-0") SYMBOL ITEM MANUFACTURER / CAT NO. DESCRIPTION -REMARKS © CONTROLLER CONTROLLER ENCLOSURE AUTOMATIC RAIN SHUTOFF NO SYMBOL CONTROL WIRES RAINBIRD ESP-48-LXME RAINBIRD LXMMSS STAINLESS STEEL METAL WALL MOUNT ENCLOSURE RAINBIRD WR2-RFC 48 STATION CONTROLLER, WALL MOUNT INSIDE SERVICE YARD IN APPROXIMATE LOCATION AS SHOWN ON PLAN. VERIFY WITH ARCHITECT. INSTALL PER DETAIL '8', SHEET L3.04. VERIFY EXISTING CONTROLLER FITS IN ENCLOSURE BEFORE ORDERING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. INSTALL PER DETAIL "8", SHEET 13.04 WIRELESS RAIN/FREEZE SENSOR WITH MOUNTING BRACKET, MOUNT ON ROOF PARAPET IN LOCATION SHOWN ON PLAN. OPERATION WILL BE TESTED AT PUNCH LIST REVIEW. 84 CONTROL AND SPARE WIRES, NO MULTI -STRAND. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. E1 IRRIGATION METER AND STUB -OUT POINT OF CONNECTION USE EXISTING GATE / SHUTOFF VALVE HAMMOND, NIBCO, WILKINS GATE VALVE (2"), OR APPROVED EQUAL. BACKFLOW PREVENTER STRAINER MANUAL DRAIN ® QUICK COUPLER MASTER VALVE FEBCO 850U (2") WILKINS SXL CAST BRONZE 'Y' STRAINER (2") CHAMPION 300RS-200 ANGLE VALVE (2") RAINBIRD #SRC 55K-1 KEY SH-2 SWIVEL HOSE ELL RAINBIRD 200-EFB-CP SERIES VALVE (2") 2SI TDED DBRZE, CE NON-00PRISINGHRESA., ESOLIDENS, WEDGEON, INSTASRLLW PERIN DETAIL '1', SHEET L3.04. DOUBLE CHECK VALVE. INSTALL PER DETAIL '1', SHEET L3.04. INSTALL AT POINT OF CONNECTION AS PER DETAIL 'I', SHEET L3.04. INSTALL AT POINT OF CONNECTION AS PER DETAILS '2' AND '1', SHEET L3.04. INSTALL AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN, PER DETAILS '1'. SHEET L3.04. PROVIDE (2) KEYS AND (2) ELLS. BRASS NORMALLY CLOSED MASTER CONTROL VALVE. INSTALL AT P.O.C. ASSEMBLY PER DETAIL '1', SHEET L3.04. ISOLATION VALVE CONTROL VALVE VALVE NUMBER VALVE SIZE GALLONS PER MINUTE NO SYMBOL VALVE BOXES HAMMONO, N18CO3 WILKINS BALL VALVE (2"), BRONZE BALL VALVE, INSTALL PER DETAIL '3', SHEET L3.04, IF • •o T. T ,•'II I RAINBIRD XXX-PEB- 100- (1"), 150- (1-1/2"), 200- (2") RAINBIRD XXX-PEB-PRS-D 100- (1"), 150- (1-1/2"), 200- (2") PLASTIC CONTROL VALVE FOR SPAY AND ROTATOR ZONES INSTALL PER DETAIL '4', SHEET L3.04. PLASIC CONTROL VALVE WITH PRESSURE REGULATING DIAL FOR 1" ROTOR ZONES ONLY INSTALL PER DETAIL '4', SHEET L3.04. SEE ZONE SUMMARY SPECIFICATION GRADE (COMMERCIAL GRADE) VALVE BOXES AND EXTENSIONS. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. - MAINLINE LATERALS SLEEVES PVC -SCHEDULE 40 PVC -CLASS 200 PVC -SCHEDULE 40 3" MINIMUM SIZE UNLESS NOTED OTHERWISE, SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL '5', SHEET L3.04. SIZE AS PER PLAN, 3/4" MINIMUM. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4'. SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL '5', SHEET L3.04. UNDERPAVEMENT SLEEVING, 4" DIAMETER UNLESS OTHERWISE INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTHS SPECIFIED. SEE DETAIL '5', SHEET L3.04. EXISTING IRRIGATION TO REMAIN EXISTING SYSTEM TO BE ADJUSTED AND REPAIRED AS NEEDED. MAINTAIN IRRIGATION DURING CONSTRUCTION, SEE NOTES FOR ADDITIONAL INFORMATION ® 6,9 SPRAY HEAD 8 ® ® ® SPRAY HEAD O CD (2 00 O 16 SPRAY HEAD SPRAY HEAD CB ® an ® SPRAY HEAD 55FF 55HH or © SPRAY HEAD SST EST LCS or RCS SPRAY HEAD m J 80 ❑ F H or Q SPRAY HEAD o Q OSJQ000 RAINBIRD 180X-SAM-PRS-18 SERIES VAN (1804 - LAWN, 1806 - SHRUB) RAINBIRD 180X-SAM-PRS-15 SERIES HE -VAN (1804 - LAWN, 1806 - SHRUB) RAINBIRD 180x-SAM-PRS-12 SERIES HE -VAN (1804 - LAWN, 1806 - SHRUB) RAINBIRD 180x-SAM-PRS-10 SERIES HE -VAN (1804 - LAWN, 1806 - SHRUB) RAINBIRD 180X-SAM-PRS-8 SERIES HE -VAN (1804 - LAWN. 1806 - SHRUB) RAINBIRD 180X-SAM-PRS-5 SERIES MPR (1804 - LAWN, 1806 - SHRUB) RAINBIRD 180X-SAM-PRS-15 STRIP SERIES MPR (1804 - LAWN, 1806 - SHRUB) RAINBIRD S0 ADP 24 W/ SQ SERIES NOZZLE (1804 - LAWN, 1806 - SHRUB) 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET 13.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7'. SHEET L3.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 360 210 or 90 ® r4 l 360 210 or 90 c 360 210 or 90 Oo MP ROTATOR MP ROTATOR MP ROTATOR LCS RCS or SS MP ROTATOR E8 © 116 01 MP ROTATOR PROS-06-PRS40-CV- MP3000-360, MP3000-210 or MP3000-90 (22'-30' RADIUS) PROS-06-PRS40-CV- MP2000-360, MP2000-210 or MP2000-90 (13'-21' RADIUS) PROS-06-PRS40-CV- MP1000-360, MP1000-210 or MP1000-90 (8'-15' RADIUS) PROS-06-PRS40-CV- MPLCS515, MPRCS515 or MPSS530 PROS-06-PRS40-CV-MPCORNER 40 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7'. SHEET L3.04. 40 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 40 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 40 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. 40 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '7', SHEET L3.04. CC.1V- Clf/::;`.,'f e551 ROTOR HEAD ROTOR HEAD 511 (A 13.8 gpm HUNTER I-40-04-SS-XX HALF - 15 NOZ (RADIUS= 54') 13.8 gpm FULL - 15 NOZ (RADIUS= 54') 7.6 gpm 7.6 gpm 7.6 gpm HUNTER I-40-04-SS-XX QUARTER - 8 NOZ (RADIUS= 44') HALF - 8 NOZ (RADIUS= 44') FULL - 8 NOZ (RADIUS= 44') 50 PSI POP UP ROTOR - WITH SEAL -A -MAIL CHECK VALVE. INSTALL PER DETAIL '9', SHEET L3.04. 40 PSI POP UP ROTOR - WITH SEAL-A-MATIC CHECK VALVE. INSTALL PER DETAIL '9', SHEET L3.04. JAN 04 2013 City of Tukwila BUILDING DiVi9ICN RECER/ED CITY OF 1 JiQh9LA EEC 20 2010 PERMIT CENTER WEISMANDESIGNGROUP LANDSCAPE CONSULTANT 12329 E MADISON Si ISEAY1LE WA 98112 206,221732 OWANOWNC.COM 4 ADDENDUM4 10/8/18 ADDENDU 10/3/18 ADDENDU 9/17/18 DESCRIPTION DA DRAWING REVISIONS CONFORMED SET r Foster High School Modernization and Addition Tukwila School District BLRB:,, TACOMA 1250P ' r AveP1°. 4 1 S•'V t)IY` Ref rel) Refuel90111 536235539 BC.RBSofn., .. ,,. ,.. .,. .,...... Drawing Title: IRRIGATION LEGEND AND NOTES Date : 09.05.2018 Drawn By : AL, AR Rovisetl: 11/08/2018 Project No. 16,08 Stamp Sheet No. L3.03 of / BLRB ARCHITECTS, P.S. METERED STUB GATE VALVE UNION SPECIFIED JUMBO -SIZED VALVE BOX, INSTALL FLUSH WITH FINISH GRADE -DOUBLE CHECK BACKFLOW PREVENTER UNION 111v ///��� SPECIFIED RECTANGULAR / VALVE BOX, INSTALL FLUSH / WITH FINISH GRADE STRAINER -PRESSURE REDUCING VALVE (ONLY IF SHOWN ON LEGEND) Ormi -"Alt q4."tre 'fit® ELEVATION VIEW SUPPORT EACH VALVE BOX MINIMUM 6 C.F. (12" WITH (4) BRICKS, TYP. DEPTH) DRAIN ROCK SUMP NOTES: 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. 3. PROVIDE SIZE & QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS. OPOINT OF CONNECTION SPECIFIED RECTANGULAR VALVE BOX, INSTALL TOP OF LID FLUSH WITH FINISH GRADE SPECIFIED AUTOMATIC CONTROL VALVE, INSTALL PRESSURE REGULATING DIAL IF SHOWN ON LEGEND 24" SPARE WIRE COIL, SEE SPECS FOR QUANTITY PVC ADAPTER 4 J ��_ 9Q ail_ 1� �e�i11� PVC UNION PROVIDE CORRECT SIZE NIPPLE SO THAT LATERAL LINE COMES RIGHT OUT OF \\\ THE BOX WITHOUT USING 90 DEG. ELLS OR 45 DEG. ELL. MAINLINE, SIZE PER PLAN CONTROL AND SPARE WIRES, TAPE TO BOTTOM OF MAINLINE ELEVATION VIEW NOTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. OREMOTE CONTROL VALVE JUNCTION BOX CONDUIT FOR POWER SOURCE, SEE ELECTRICAL PLANS SWEEP ELL FINISH GRADE SPECIFIED SPLICE KITS 24" CONTROL WIRE COIL IN BOX 1" MIN. CLEARANCE BETWEEN VALVE BOX AND PIPE PVC LATERAL PIPE SUPPORT VALVE BOX WITH (4) BRICKS MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP IN BOTTOM OF VALVE BOX. Scale: 1112'41,0" SPECIFIED RAIN/FREEZE SENSOR, CONNECT CABLE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION ET MANAGER RECEIVER IF SPECIFIED ON LEGEND SPECIFIED AUTOMATIC IRRIGATION CONTROLLER. WALL MOUNT PER MANUFACTURER'S RECOMMENDATION. SEE IRRIGATION PLAN FOR LOCATION. VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. STAINLESS STEEL ENCLOSURE, SEE LEGEND CONDUIT FOR CONTROL WIRES, MINIMUM SIZE AS SPECIFIED ON IRRIGATION PLANS FINISH FLOOR SWEEP ELL OIRRIGATION CONTROLLER (EXTERIOR WALL MOUNT) 5ca1 TWO (2) SPECIFIED RECTANGULAR VALVE BOXES, INSTALL FLUSH WITH FINISH GRADE MANUAL ( QUICK DRAIN VALVE I COUPLER VALVE SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE II SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION REQUIREMENTS FINISH GRADE 11111 111111'1I _ I I ` _ 1 11174W-11l" 111 111 1I1 11 i( =111 111= -1I I- 1E1 PVC NON -PRESSURE LATERAL LINE PIPE PVC PRESSURE 1 III- MAINLINE PIPE 1I CONTROL WIRE BUNDLE, 1 II TAPED TO MAINLINE -I 11I I IT 4" CLEAN BACKFILL UNDER ALL PIPING, SEE SPECS FOR REQUIREMENTS SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE MASTER VALVE, INSTALL SIMILAR TO REMOTE CONTROL VALVE DETAIL li Ii 0W Scale:112'=1'A" SECTION VIEW NOTES: 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. OTYPICAL TRENCH SECTION Scale:11/2,1'.5" LARGE ROTOR HEAD, TOP FLUSH W/ FINISH GRADE 1 111W1 1411 0V a Lini >r al �7111)' 1 (=1 1 1=1 1 FINISH GRADE - - I 1 PRE -FABRICATED 1 I _' 1- SWING JOINT (1" SIZE) INLET ONLY USE BOTTOM ' WITH 12" LONG ARM, HUNTER HSJ-1, PVC RISER, SAME RAIN BIRD TSJ-12, SIZE AS INLET OR APPROVED EQUAL PVC LATERAL BURIAL DEPTH PER SPECIFICATIONS NOTES: 1. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. 2. SEAL ALL JOINTS W/ TEFLON TAPE ON MALE THREADS ONLY. 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. 4. ALL THREADED PVC PIPE SHALL BE SCH. 80. ALL PVC FITTINGS SHALL 8E SCH. 40. 5. NO CLOSE NIPPLES PERMITTED. 6. ALL FITTINGS AND PIPE SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER HEAD OR Q.C. 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL. ELEVATION VIEW PVC TEE OR ELL, BUSHING AS REQUIRED FIELD ROTOR HEAD PLAN VIEW OLARGE ROTOR IRRIGATION HEAD PVC TEE OR ELL, WITH BUSHING AS REQUIRED PRE -FABRICATED SWING JOINT (1" SIZE) WITH 12" LONG ARM, HUNTER HSJ-1, RAIN BIRD TSJ-12, OR APPROVED EQUAL Scale: TWO (2) SPECIFIED RECTANGULAR VALVE BOXES WITH LOCKING LIDS. BOLT BOXES TOGETHER FINISH GRADE SPECIFIED DRAIN VALVE MAINLINE PVC WITH THREADED OUTLET NIPPLE AND ELL PIPE MIN. 18" OFFSET FROM PVC LINE 3" PVC PIPE, THREADED ONE END MIN. 3 C.F. (24" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW NOTES: 1. ALL PIPE AND FITTINGS TO BE SAME DIA. AS I.P.S. FEMALE CONNECTION TO DRAIN VALVE. OMANUAL DRAIN VALVE SPECIFIED 10" ROUND VALVE BOX AND LID 1/4" GALV. U-BOLT 1" X 16" SCH. 40 PVC PIPE PLAN VIEW MMINIMMICIMINOMMIBION C AOriall N m e � -. SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW NOTES: 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. OQUICK COUPLER Scale:1112,1h" Scale:ll =RU" SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE FINISH GRADE SUPPORT EACH VALVE BOX \MTH (4) BRICKS, TYP. SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE SPECIFIED VALVE PVC MAINLINE, DEPTH PER SPECS. MINIMUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW PVC MAINLINE VALVE BOX SPECIFIED VALVE PLAN VIEW NOTES: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. INSTALL VALVE OFF -CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. OISOLATION VALVE -11=11-11 1-111-11 USE BOTTOM INLET ONLY PVC RISER, SAME FINISH GRADE SIZE AS INLET 1" X 16" SCH. 40 PVC PVC LATERAL PIPE, SECURE TO QUICK BURIAL DEPTH COUPLER WITH 1/4" PER SPECIFICATIOSN GALV. U-BOLT BUSHING AS REQUIRED SCH. 80 NIPPLE, VARIABLE LENGTH AS REQUIRED NOTES: SCH. 80 STREET ELL 1. TEMPORARILY CAP RISERS (2) (2) SCH. 80 SHORT FOR PRESSURE TESTING. 2. SEAL ALL JOINTS W/ TEFLON NIPPLE (NO MARLEX) TAPE ON MALE THREADS PVC SCH. 80 NIPPLE. ONLY. 8" MIN. LENGTH 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. MAINLINE 4. ALL THREADED PVC PIPE SHALL BE SCH. 80, ALL PVC PVC TH X TH 90 DEG. ELL FITTINGS SHALL BE SCH. 40. (NO STREET ELL) 5. NO CLOSE NIPPLES PERMITTED. 6. ALL FITTINGS AND PIPE SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER HEAD OR Q.C. 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL. ELEVATION VIEW Scale:112,1'A" SHRUB OR LAWN HEAD TOP FLUSH W/ FINISH GRADE FINISH GRADE (2) TH x TH SCH. 40 ELLS W/ 2" x 3/4" SCH. BO NIPPLE OR (2) MARLEX STREET ELLS W/0 NIPPLE 12" x 3/4" SCH. 80 NIPPLE SCH. 40 TH x TH ELL, OR MARLEX STREET ELL PVC TEE OR ELL. BUSHING AS REQUIRED 111111111111i111I111111 iipmmieF PLAN VIEW OIRRIGATION HEAD (2) PVC ST. ELLS SHRUB/LAWN HEAD PVC TEE OR ELL, WITH BUSHING AS REQUIRED PVC TH SCH. 80 NIPPLE, 3" LONG PVC THx TH 90' ELL PVC TH SCH. 80 NIPPLE, 8" LONG Scale: 3^=1'L' WEISMANDESIGNGROUP City of Tukwila DUILCiNG D J1810P RECEIVED CITY OF TUKWILA DEC 20 2018 PERMIT CENTER LANDSCAPE CONSULTANT UEMADISONST 06-322-1732 WW W.WDGINC-COIN ADDENDUM 4 10/8/18 ADDENDUM3 10/3/18 ADDENDUM1 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District BLAB a, TACOMA'. ^al"&Uh?HE,;I'f)4"ST' AMSCr 'rE3T Fdi2 ?L /554160 VW POW 95<01 211b/1152 Drawing 004. IRRIGATION DETAILS Date 09.05.2018 Drawn By : AL, AR R0Naed: 11/08/2018 ProlcclND. 16.08 Stamp Sheet No. L3.04 of / BLRB ARCHITECTS. P.S. s E a A B c D E F G H K NOTE: A SEPARATE DEMOLITION BUILDING PERMIT WITH UTILITY LINE CAPPINGS IS REQUIRED FOR THE DEMOLITION OF THE OLD TRANSPORTAION BUILDING. LEGEND WALL LAMINATE MASTIC (ASSUMED) BLACK MASTIC UNDER 12-INCH BEIGE VFT AND 12" GREEN VFT AND UNDER CARPET FIRE DOORS (ASSUMED) GENERAL NOTES: 1. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND AS -BUILT DRAWINGS FOR DEMOLITION INFORMATION. 2. ASBESTOS -CONTAINING MATERIALS HAVE BEEN IDENTIFIED OR ASSUMED IN THE BUILDING. MATERIALS THAT HAVE BEEN ASSUMED ASBESTOS -CONTAINING SHOULD BE VERIFIED BY AN AHERA BUILDING INSPECTOR PRIOR TO DEMOLITION. 3. ASBESTOS -CONTAINING MATERIALS REQUIRING ABATEMENT PRIOR TO DEMOLITION ACTIVITIES WILL BE DISPOSED OF AS ASBESTOS -CONTAINING WASTE IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 14 ASBESTOS AND APPLICABLE REGULATIONS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND OBSTRUCTIONS. ASBESTOS: 1. ALL ASBESTOS WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 14. 2. ABATEMENT ACTIVITIES WILL BE OF ALL ACM TO ALLOW FOR DEMOLITION OF THE BUILDING. LEAD —BASED PAINT: 1. THE CONTRACTOR SHALL ASSUME AT LEAST TRACE LEVELS OF LEAD PAINT ARE PRESENT ON ALL BUILDING COMPONENTS SCHEDULED FOR DEMOLITION. ALL WORK THAT MAY DISTURB PAINT CONTAINING LEAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL REGULATIONS. 2. LEAD -CONTROL PROCEDURES ARE NOT SPECIFIC REQUIREMENTS OF ONE SUB -CONTRACTOR, INSTEAD THESE CONTROLS AND MONITORING REQUIREMENTS ARE REQUIRED OF ALL CONTRACTORS DISTURBING PAINTED SURFACES. PCB BALLASTS AND FLUORESCENT LIGHT TUBE NOTES: 1. ALL FLUORESCENT LIGHTS TO BE DEMOLISHED SHALL BE INSPECTED. ALL BALLASTS NOT SPECIFICALLY LABELED AS 'NO-PCBS" OR PCB FREE" WILL BE ASSUMED TO BE PCB -CONTAINING AND BE REMOVED AND DISPOSED OF AS HAZARDOUS WASTE IN ACCORDANCE WITH SPECIFICATION SECTION 02 84 16. PARTIAL DISASSEMBLY OF FLUORESCENT FIXTURES AND SELECTIVE DEMOLITION FOR ACCESS ARE INCLUDED IN THE SCOPE OF WORK. REFER TO CONTRACT SPECIFICATIONS, ELECTRICAL DEMOLITION DRAWINGS, REGULATIONS, AND CONTRACTOR'S APPROVED WORK PLAN FOR PCB -BALLAST REMOVAL AND DISPOSAL PROCEDURES. HID LIGHTS ARE ASSUMED TO CONTAIN PCB -BALLASTS AND MERCURY -CONTAINING BULBS. 2. NON -PCB LIGHT BALLASTS ARE TO BE RECYCLED OR DISPOSED IN ACCORDANCE WITH 02 84 16. 3. ALL FLUORESCENT LIGHT TUBES AND HID LIGHT BULBS ARE ASSUMED MERCURY -CONTAINING. MERCURY -CONTAINING LIGHT TUBES/BULBS SHALL BE RECYCLED IN ACCORDANCE WITH THE CONTRACT AND WITHOUT BREAKAGE ON SITE. REFER TO CONTRACT SPECIFICATIONS/DRAWINGS, REGULATIONS, AND CONTRACTORS APPROVED WORK PLAN FOR LIGHT TUBE RECYCLING PROCEDURES. 4. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL ISOLATION OF ALL IMPACTED LIGHT FIXTURES. TABLE 1, SUMMARY OF ASBESTOS -CONTAINING MATERIALS MATERIAL LOCATION FRIABLE QUANTITY* BLACK MASTIC UNDER NON -ACM 12-INCH BEIGE VFT, 12-INCH GREEN VET AND CARPET THROUGHOUT BUILDING EXCEPT ELECTRICAL AND MECHANICAL CLOSETS NO 2,350 SF WALL LAMINATE MASTIC (ASSUMED) RESTROOMS NO 515 SF FIRE DOOR (ASSUMED) MECHANICAL CLOSET YES 1 EA EA = EACH. SF = SQUARE FEET, VFT = VINYL FLOOR TILE, 'QUANTITIES ARE APPROXIMATE. NOTE: THIS TABLE IS NOT TO BE USED WITHOUT THE COMPLETE SURVEY DOCUMENT INCLUDING APPENDICES FOR ADDITIONAL INFORMATION. T BUILDING - 1ST FLOOR PLAN MATERIAL LOCATIONS SCALE: %" = 1'-0" TRANSPORTATION OFFI ANSRORTATION MECHANICAL CLOSET ELECTRICAL CLOSET PROJECT NUMBER Sheet reference number _!�alsc ci] JAM 04 2013 City of Tuiwtila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2010 ADDENDUM 1. PERMIT REVIEW _9/1]118 NUMBER DESCRIPTION IDATE. DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Drawing Title: DEMOLITION PLAN - IT BUILDING Stamp 5932 , REGISTERED �yAppRCM7ECT, LEE RAYNp FENTON OJ KATE OF swNGTON BLRB ARCHITECTS, P.S. 2 4 A B 0 0 C D E V — G 1 kg•; .411 �ri•1 �ainR MEIr magi mutimmot Imoseremr \VII PIIIRPOII 3 07 �A�� it•-2'R V 48'-52 I/Y 5 6 7 GENERAL NOTES 1, UEFER N ADM ALTERNATE A .N1UTSA�aD� AM1NS AM 2 REFER TO PLAN SHEOADDITIVE ALIERNA D 11E41s AlA2.09 FOR Ni92H_y93ER NAND OA64. REGARDING 3. CONDUCTOR 70 PROVE ALL ExPANDION 109415 IN CONCRETE WALKS AS SHOWN. SEE S0E P148 SHEET 8 LEGEND 4-HR AREA SEPARATNN WAu.S- Ott OPENINGS 3-HODR RATED. 2-HR AREA SEPARATION WNLS- ALL OPENINGS 1-1/2 HOUR RATED 1-11R OCCUPANCY SEPAR8TIO4 WALLS - ALL OPENINGS 60-1.11611E RATED 2-HR PROSCENIUM WALL PER CHAPTER 39 1-E5 CORRIDOR WAAL- ALL °PROWS 20-6MU1E 00.o o.e o®....... 1-NR DRINK WAIL OPENINGS UNPROTECTED, U.O.N. 22 3O i7R DLr 3" , 91 5R R+ il 15010 D OPENRIGS PROTECTED \MGM POLE UGHrJ POLE 'R 4. 11 + R10'-2' POt£ a 0r POLE ' 17'-1' RECEIVED CITY OF TUKWILA 0Cl' 09 2010 PERMIT CENTER JAN 04 25i City of Tutaa•' BUILD1 IG DR I.1101 REFERENCE PLAN 1/1 THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. U 1 ADD__ENOUM 1- PERMIT REVIEW NUMBER ] DESCRIPTION 9/17118 DRAWING REVISIONS DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1550 Pacific Ave Sui/e700 WaShington98,42 253.5273599 BLRB.2057 Drawing Title: EXISTING LOWER FLOOR PLAN Dme: 10.01.2018 RevIse0 ST, 1 r' Af fC4811ERCD, LEE JEi1 POND lENo STATE OF WASHINGTON Draw" By Author Proie01 N. 16.08 BLRB ARCHITECTS, P.S. ® 0 ,® 4 5 6 7 9 A 61 - 0-- UPPER FLOOR LEGEND 4-6540 WARM' WAUS" ALL OPENINtS 3-HOOR RAlED. 2-455 AREA SEPARATION WAUS- AU. OPENINGS 1-1/2 NOM PATER 1-95 OCCUPANCY SEPARARON WALLS - AU. OPENINGS 60-99UIE RAlED „ VERHR PROSC11.191A WALL 1-HR GOMM WALL- AlL OPENINGS 20-MI4U1E 1 -HR IXTERIOR WALL MINOS UNPROTECTED. O.O.N. JAN 0 4 nip City of Tukwila BtALC:NG DiiiiCION RECEIVED CITY OF TUKWILA OCT 0 9 2018 PERMIT CENTER UPPER ROM REFERENCE PLAN KORTH r IAUMBER DESCRIPTION THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. ,1L1E8 ADDENDUM 1 - PERMIT REVIEW 9 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB z...1-chitects Drawing Title: EXISTING UPPER FLOOR PLAN 5932 I REGISTERED ARTITEGT,), \ LEE RAYMOND FENTON ,,_,S,LATE OF WASHINGTON 9109 ARCHITECTS, P.S. 8 4— A, ExI1U Lagr11 csaqu ¢ Ovr•FLPwi4 SIOhu (.401.41X, • .60.,A0A F0+1 . 40,..r.r4z.pz.44.1e/c5, i"ealitNu +I3LV 2 /L25 60/05 earre44 pg,91,4 4 0VPRIEV.00.! DRI.1 1) (2.5., 41 61.1111%. 8010-4 OXE*,1 +17 4," 9. 5re..Ttai flOOF PLAN 4 LEGEND ROM I 5 6+f,H61G{2 99.'9IFI69 V0114.1EN FooFir42- , N%9101;64,1. uN9e,2- "NP9frr.ilE P,L;T49Pere M57/4. 9TP9PiNG 46fr+1 pooFiNcv, 2-74421Nc, v<szypir.g+ 0.4v2-9 31,15, A094314INDICA-SS 5.51P2-1'P5L,Q. Ra1F wessway" F;1,.118s TsF.0 pRs..i 0451 spnce TO ofta,...1 G14 04004 1,6+4 - sae Fog FoS 51,043.5` 1-915/114 /491 z zelz° .0v .04 9.4 ra -E101,41tik-4 16,172" I (see e R.Go F L MAW SCAM : NORTH Krre..9keg 00it> m0.4 .6,19(C"5 60,1.. 34.5 „.„,,,........"--.'e . ' PRNN cg*.,.52-f,Ty115 g.F,•12 155-2. 4.2.0-0" . 1-0P/114%1L., rzw4SR:oT 852rlrl.4730.,41 RoCF PRA hi 02 cuRsa.ow EF1,1,4 c+I cova2-ic0E-A19 (0. it 0° gepr 6 Guirea Ausrl LATAPLON oR,HH 2.6 4 113.465 1-16,0451.1 +V- 140 Tor 0,44,1, cveiSpy w,/ srssr. 445615445. eako ' 7 ---64J2856 2455.4 ovwepLow 94545 OD 84182 5114 47.3'-cA 1;42.+IN 4 • W 9454 GENERAL NOTES TO ROOF PLANS 07/2-21554504 0 .5, LOCATiONS THIS t4Ort) 8. Refer to me'eheni.cal and. olec,trical drawings 0047 specificationa for respective roof -mounted equipment and roof' penetretiona. All reef penetrations- shall be , located away from tooLf valloya. . All roif penetrations shall be properly flashed to direct precipitation to drains in confer:Mance with 00,00110 0o4 current "STIACRA. published standards . Contractor shall submit shop &twangs, for ;approval. All roof construction shall provide positive slope to drain in conformance with g.C.A. published recommendations. Standing.wator or ponding at roof and/or gutter areas shall not be acceptable. Applied gutters shall Ise sloped to drain:a, &Gal tad, Contractor •,,,.shall submit' shop drawings for approval. irlr,sTD807= Vra.L.154,147=612 665 arrHE2-NIKIGITEV, • 5, Slositicfc, Ss5NagrietAS rymnpe cr.4 cOcr5. A6z5.1400A44 POP PeOMZE5ReCr tf /4.2• luor rs-Nratf,kraco, L.4tre pczr Anackowic.A_ sviemB+ttwo tvPape!,ep. E,F404-4, VAULT ccHT. +PR. arri pump- DRAIN To ON, 4485152H OD TO _ RON LaAolu2 Hit 11V II, 47 RD 6 AZUPPR JAN 04 2313 Olt) of TuluiAto SUILL8NG DiViOiCN RECEIVED CITY OF TUKWILA our 09 Zrild PERMIT CENTER THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. 1ADDENDUM 1 DPEEsRcMRITRTEVNIEW NUMBER ,,O 0/17/10 0870 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1:11331511111111111111111111 ACOMA 1.5 Drawing Tiee: EXISTING ROOF PLAN Date 10.01.2018 115111111111111 Stamp 1802 REGISTERED ARCEITECT ,101,11L,'L LEE n,-,IONI,ENTON OF_W_t_SFIINGTON,„i Dr'" BY Author Project No. 16.08 Sheet No. EX2.3 of BLRB ARCHITECTS, P.S. A +32'-o" VAULT Srlt-Kj cco *s7mi2.,A,,IO D To A (FI 6 to?tl5 SKYNGN7 eTcP (NE1t ACADEMIC WING Vq¢REL VAJ �t WEST ELEVATION IRDOF +141-0° UPPER FLCO2 F K A G0Ri=O ACADEMIC WINGT ... _ _. LA;E-v gt.ev4Tows1 lEt0$ A0.Ci k/ S•IJ T••'OO9-j� EPJ IT AM, 6'2 BENS IN T8I16 I ACADEMIC WING 0 EAST ELEVATION TAL, cif a/ER T(VOiJb) (aAELE ¢jtEL T 261E Lca.WEKx EW.E ■ Ell MI _. �\ ■■I■■ !I■I■r� lilt '�If� IBM IMP IBIS IBIS NOT5 % SEF. GAF.se-5cALE ELEVATIct-3/ SHEETS A.O9 K9F EWGK GG66EI1,1CP OGGx.L 1 ivf"IGAL, !GNTKa.. 3004T CG,J,.) 2" R8V6&2 967J001lJGs 2"10M AL;dOLIL-Pt GEN'ffJ12EU qN P-P210, M'(6, 60F1 Ny WIND v u,(ir SFuuto 2.� PkY NEE® END keLlII4 AHC •IRI ■M E! III OM 6EE gUWR °.X.HEVULr; a m ono®�s�� ���� wisolmmilmloll IIIMMUNFINIIIMWTIMMUIMMMIIIII MI IMMIllp MN ile NM _._ 9 JPUY gccrit METAL aurreg PASGdP CL-LJI CGNaIZS JaIJT� GRIl75-T96 Jco7IF 8 - 70, 14- cc;tTiNua s 6661.4 T STANpWG .1 METAL-. • Ra.F,N4 E'ARKEI-VAUC GoKITIMjc2JG MEi u ,frTE 6AaL-E 1:12JAT86 FfR Ek21G4 ArJO orNE(2 1T)=AS V 9g s1M- A 0.o2 G CAC 7 OSTAIR A 1.31 WEST ELEVATION �M■ gmlimiparupoin ®t ■ Mt • 5 30,86 9Af VAJ1.T% M61 AL STzv r6W4 oEAM RGL"PUJ4 w/6a4116LIc04 r Iy8T AT TOP cot -LIMNS PRE -Gay 67210 i 14'•a cc1,1c. ca.UMNS 9, A,6 6/01 21-01 N->TE: PR9v117E 06.fINA7us �cgl,I406 SMf7 IN WALL f IWD VE 64 T,._.., aCc�6,0R1E5 (6.05 RZEYEALStgTG) STUCCO COLOR "A° .ORCONCRETE KEY PLAN ACADEMIC WING -' 60E OVF+VATi FG2W GNY) 4TUCCO COLOR lir JAN 04 w 13 City of Tu'rs 3U1LOO!G c; ✓ RECEIVED CITY OF TUKWILA 001 0 9 MO • PERMIT CENTFR 9 THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. 5 !ADDENDUM 1- PERMIT REVIEW NUMBER t DESCRIPTION 8117/18_ DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA' 12506 f A 1100 922199Rn93401 BLRB.coi7 • EXISTING ELEVATIONS Dme: 10.01.2018 Stamp 5032 RARCTERED I Y( ALE E A MONO ON S EOF WA3HINGT.FFEN LE -MOM ON Drawn BY: Author Project No. 16A8 Sheet No. EX3.1 of BLRE ARCHITECTS, P.S. 2 3 4 6 7 • 7 thNor.uo XIMT 3 4 Aga, Ei.,e..v4TO•l 4466,i A-6,09 FOR gicx.A.,Ip . 01-elcg' rre,Ms ff.ic,KVINNK po 6a1c,gtre. czUh4-1 P,0 PO4- 51M, • 61A,10,?,<F, snicr.,0 ACADEMIC WING SOUTHEAST ELEVATION -AL fi 326 ,D7 33.02 OvER 64-t.vuut-T STAK G4,4314RSQF (terr'Ot.U.) ISM MOB Czo4,. 4uh4N5 4r0Re6765J440 .68E M2TE Ar BNIC.65. FT4Fekg,46.-3 A 2"33v rtouir?'G caNteRgo Es.rB& 45° 2" 8.86 1431.11-d6 6 '..0"R. MM.(' DrDPINC1 \ eft:111t; I S ' eP 3NTVILM odg sTA I R. um NNW NOW SWIM= 1111111111M111111111.1.11I tillI1OWEN W111111111111.1MI .......===="e=11=weim, =1 MAIIIIIIIIIM1111111111111•111 MINE011 1111111111.11111MPREI IRO MEM= n=1t__WWINANIMMIII coNTROL. autT(u.i.) s,4"-Et4CDBD meTAL,cANcp,' CAVR. Nra-3-A2 Paifz.WW. pzwitya 74073 —4-ea L.Ec2N 447 .54.T OW riKE ACADEMIC WING SOUTH ELEVATION wwW1111. 6-rouo k"Kaga1,M001,124/5 rcr-a-•*iC,R7-4P se6 EL,EvATfor4 G 0 0 , srze-r6 ficiz 5R16.1( AND rrW44, H .04 40 + 24J- 0 J 11,1 4D" HAIN r4-0:41K 06-1 (Per lt,1k6ArF.) 6r-5n0k4 ITH Ei_ev,V1c24 03V114-NN6QVERED WAITING ELEVATIONS • • wog- ajzvao zU-ro A4-A,zNA — .--15N4gF +31c2' PAf&Fel 14-o4,, Rex,F FARAfvf"' +0' IN ['DC 6114. +13!, Sof-Fl • .30 0" ot.o" 1c4II aDW4 FYKE 411,04 FlOr44 27',00 + +21'.04 4- 1-0' f3c0' Ir-o" qte,4 5CO" 1.40.03 THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. -Tvrick,41150-15 • 8677-70,1 12"(CEVEAL U LE-55 cm-iPz.WE30.5*4.1150.26 15 P, ST,Mz3"36 ▪ AND 34 V-o"thraz,L=NENTS TO PA-F-44.ET A'r NOTED 4.€e scrl ELEvAiles W411- -56-CION5 B756 0"342,44°07 HEIGHTS. . CAD TYPICAL STUCCO EVEAL'ELEVATIONS: • bt,4-Ecti•• 5n.)(;1:1() (7(...v,o4. mo6toi,los 0 A I .111EIMIlkai—irmi /hchr.4Dors4cp ACADEMIC-114NG, 0 COVERED YARD ELEVATIONS 04 005 MN DE o'. frAWN 6.A 1"1"mraili Mr-3„roill i• -mmonomemmOMMIummiMmatormume• Liemmon 4c2TE4 600 ' AND WA44,- -see„-n on1 IT;F, E380754. 105*6 AVJP on-IER 0,6-r sze se51n07t4 80036 1,1c,f‹,TH ELEvAroN ACADEMIC WING ® SOUTH ,COVERED WAITING ELEVATIONS 4. 544o101.1610 rileper 5024. MOM IR uhi*I v 15sr " wALL- IN fe9R54 Op 11,14 - .6 V. 4. 5-12, 0 musgsazaza Aga- 61,0. -r4tiT1-4 1450136CFleovVE co40054491.15 0,65456N srpps54 w5644. vfa0-404p \enca.. GTLica> Ar.4.72..a.5(c4,14-112z)l, STUCCO COLOR 'A' OR CONCRETE STUCCO COLOR 'Er JAN 04 2,12 City of Tula,ila BUILDING DNICICTI KEY_PLAN -ACADEMIC WING PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB EXISTING ELEVATIONS ,s° 10.01.2018 Drawn By Author Revised Project No. 16.08 tamp Sheet No. RECHWED CITY OF TUKWILA OCT 09 MO PERMIT CENTER 5932 REGISTERED ARG,pITE LEE RS 0MOND ENTON STATE UN/AWN.. of 13112B ARCHITECTS, P.S. EX3.2 5 6 7 a 9 A A-IDLY/WA e4k27,10 H - •76'7o.' HIGH i'oyci,FET 56,1260 Kerne rang MINN IMINEM NIM MI MIMI. Ail I Mg 11.101111, WIN II MIMMI iMI* n1 NMI MM • MI MI 111111111 MI *MN IN MI menalIMEIMIlls mi/VIE IN mimmuummmimilia -Mai= siwwwilwwwwwwwissaimi Et:RI677c./ sTtcco JOINT 2,513 GURY61:2 WA2,8 s58 811 A‘uorroF•ium (8602) (&' 20.08 ACTIVITIES WING WEST ELEVATION 8950 1--Afze,s7 615 /47O55wrirg 45.10 99992 71.6962 (5.561s +317-e • e- +177707 ROOF 177,,FriNF,„ orp- 895089 7 .11 FiigeAs-r rw-e- 54 ACTIVITIES WING PARTIAL SOUTH ELEVATION Cuirlsic ITH ioE.22kt 4.1-z27 ROY HALF -Pi) 6.51 8091, ' 117415 404092 - +SEE Fort 4M10498 TREcaN1 ATVilituuv.is 4,1z2 =7i NiEVY. 572164:DI4G 7 55A28 12.0:fINCI I A 8 19 H rMe7f%L•ri..5.7 ILt ref 661.16.001.* cH •" (i) 90 55 25,11, 2007 5/92 071 ALF-440 FAY THISWALI- SEE ALso C/455i0 Fc'f7 .1911LA12.. 71.1EHT 84122895 40Ir2 .071-11512 03904405 t7:02R98945990 - -GEE ACTIVITIES WING SOUTH ELEVATION (Continued) A 230809 ACTIVITIES W'NGI _ EAST ELEVATION r-o 245(4 If A 5966. 23,29 s7ri viiricAt•29999 JT. I I cuThlANA610N1 FAgy,(-t.'-rCi3ett-1[2) 5EE EL6YAmo 0-uaY:.2 2" R6uVAI... •• 'SFFAKFie FRE Al-uickl JDINT A 00.54 53- vAuLT riu-P -.sae isi.%71ZD • • A 25 0 c) gx.r,.:042808- J7: 9859531-30-9495 A:ix:Th.16 1-1-1I7OF Ygt.I.Of-g i,I70'4•7'7?T"9285503. 9898 • ELEVA099-175 FOR afzic,‹ rer u7=IING ssio urcs, SHE575 ASY2'1 4.7\ 5,10 rc,F WC -sr ELewcrica7.1, sEe WALL 40 (0 e.e ftn-19i.A RVA7E,1,4- Cu11•0-4T1Nlyik6{.) it-EfItt! c....c2FT(15E 12).-1 1,101H 544572 ACTIVITIES WING . BARREL VAULT ELEVATIONS 590884109(2 r 950-09 57EE927TEE' 5985.10394 90 inE55u..ce404, 7-7 UM e'etze2417 559819-4408-5. 1(5ErQ4-89) 596 EvylsisSCH 0 5467 419759905 xsa.z,:45 acIZ,8659 845405. DOOR RECESS —9 1-0'121s,cR.E17.111 STUCCO COLOR 'A' OR CONCRETE (2723i88-0.712E c..0Nrri-4.1061 864035N STLIPS 49 \Muti...S51-1114D 709892e2 E-711C7) (7,7,1,7,7172.' KEY PLAN STUCCO COLOR 'B' 1,1,1t11717 JAN 04 2300 City of T kwils 'ING 31;3t1 I ® RECEIVED CtTY OF TUKWILA THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. 1 1 I ADDENDUM 1 - PERMIT REVIEW f E/17718 NUMBER I DESCRIPTION J DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District CEMEZIE111111111111111 .• . . 9099,000 • • Drawing Title: EXISTING ELEVATIONS Da' 10.01.2018 NM= Stamp 5932 . REGISTERED ARCITECT_d 13.)04417C7Liji7 LEE RAYMOND ENTON STATE OF WASHINGTON DrawnBy Author Prcie.N' 16.08 Sheet No, EX3.3 _ ACTIVITIES 91,1 U 9 L11,3 RMIT CENTER of BLRB ARCHITECTS, P.S. A B NT-0° R1OF 4f.1tY-? YORFf5; s� eLEv�: E F K FoRss4t2R1E447.I0. 58E 11 04 11 Is VA2IT(ce.j ACTIVITIES WING ORTHEAST ELEVATION 5?PC�F- FLY Token, S7J4c,0 �&4 E.EVFTiO Iry \/414LT 6EYOND �}I'REVEP'v @ANGLE 4"0BVEPts HcRIZ 4"si Feu- wA4PJML- --. 4" I'2EVEw v):RT16AL 4" REVFAL. "x"'S - .! me l L'A 3 E/,EVPT7 - 3FED Mc14L-CaeFq' 1 ACTIVITIES WINO PARTIAL NO'"THWEST ELEVATION +24.0 V�I'7Iyi 42, 0' .0" 1,44 FORz.. FIFEi 6 (ZCoF (3�0l0E I-651-D°+ -- 4°4* .REVEA, S t49'-O" +(61-0' R T�CcW row ��-AUnirc�I�IM 2.303 lox k4tlo" Z" HcRiz. Ovgzr. 4" GIAGT 4/24_ FEVE/>LS c q5 ° s °'° gq 0 47,aTlaE477(I,52 W N.e,h.[ubcl) . sr(146.ce MEc4 T) 7 �ioo 7t-IwE>` 057 0 r+ecti 4 421 Cou1•113 G.J, EITIWR slrr OF (c" W, FFE-GAST CoNG G0.. TMP4r4 +23'•D" I.IE8, 6'IOV4E146.=F11' ART COURT INIMBW lintlillf- IIIIMBIBERM war Inki �I.I_AplmENIMMINI IMMINE lq III �IL ®lMONOWI�MMIII �o�l i i SJcccJ 1 5rDDID MLT- CAopl- `cj ,Al 04 ,12 ?' (t�Fet S V --. cJ, AT SIC ifs _ Y CW 4s '' FkE-C GpJG v MENNESIWOMil MINIM jjminnE Imo! e lasmisairimummum GJ. AT +35 of W5'r GGJG. co- 0 P�R�£L Cq l7 ,JtKuW C4eY_' IH SrL. 521Nl WVNM MW7N. 0 47NucU5 MG3L G6I r 31'•a" Ra-F PA¢aFET 501KCO ..___' 0 ZW5-WF i To {ta5.i F#4 ACTIVITIES - BARRELWING VAULT NORTH ELEVATION 0441,oII FOF-�`}lor<r'GI.12o - $EE �.5VPT1r�,l Nig MVN FI[SR STUCCO COLOR "A° OR CONCRETE KEY PLAN ACTIVITIES" WING 8 N54 .2 HWESr JAN 04 2i313 City of Tula. la BUILDING G " v'ICAd 1110TEI rTVD✓IOEGov'1Nt/CLs ESAfUt�i OF. STJPS IN W U F`F_}♦l1fP VE�ZTIC.L STi.Y:10 CGJ15 REVFi L 0I ETC,) STUCCO COLOR "B° RECEIVED CITY OF TUKWILA our 09 Z1N3 PFRMIT t`FIITFR THE INFORMATION OP THIS DRAWING IS FOF REFERENCE ONLY ORIG. CONSTRUCTION DW 1 TADDENDUM I -PERMIT REVIEW F9/17/18 NUMBER] DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB .....h.-e,..- 5vINES WAIINgton98102 253,6E 599 BLRB.cor,, EXISTING ELEVATIONS 0.01.2018 2 REGISTERED ARC UECT� TMD., E NTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. Drawn By: Author Praject No. 16.08 Sheet No, EX3.4 .o B 111111111111111111111111111111111M111.11111 11111111111‘114 Tor C,P4d0R, 515N, 1-414Zolks.i4 OTLUW < 55ELEV. ACTIVITIES WING E 4,4-451-o" R.COF 4A0400ET caiTLX.,i SIDE TYPICAL- Nom 11111111 r 9i5f2+4 erp-osioc-4TLENE14, NORTHWEST ELEVATION (Continued) 18 12. 014 E 5d4.554 54,41P 5a4110+44 53 T.5,7R0445 M OL.A5514 uPpipz.#0. 94197005 pAwa.. c4...mkuls MAIN FLC9S 0 441014a4, RooF' dJ MIT11111111 11111111.0111 F G FkB-CAErootIO. GuriNCt H J FLY TOWER & AUDITORIUMSOUTHEAST ELEVATION Ye", Ica" 1,4 aik17N1.10.15 Ke-r,AL. 6,affeg.44.4; METAL FAyuiA W/METAI- 5raii coyER6 95145 9419' 1966 ALSO 5,/r3s.555, 19 714-5'5 ist91G5f2 4,C. ALT. 6;lf-Z.C:o 5Auru g101- 940.89394 1494"''00 ,o EEO Fo,P, JT. 40937930T700-5L13419 I 13090 LoortgR ,..}-,E141 LE 30.3e34. 053407 8 ‘./f4r,-g 1.10174-IINPAR0IFET \NALL FOR 4471"- A19530. tEhicE HiskE ,.101i 4,7 emiLA.R. 19.49767794 L.441;epe. ayy, WALL -NE3, 515 4441 P. 90,J15i-I 81 LIEU oF S34737 iJuiE o0041o41EAAIE CAERAito A/23,17, EAST COVERED WAITING & MECH. ROOM NORTH ELEVATION •!:',4110.1 93. 3,07 54. AL 5 ACTIVITIES WING BRIDGE (PEDESTRIAN WALKWAY)ELEVATION +F.,ccF 194t4.4,t--4 30936 Mv4r1vN0- 4 e4.4v4110J -cur r1-.40,5kikJ 1-43" gra45 H4-4.5LO' Mff.d•PET 4775 BR.5.4.4sE5. Kiair-m FARAFET WALLFOR GU • 2. 2.3,17 539445973' suuTHEAT- THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. ATI-kn./EST' ACTIVITIES WING WING WALL ELEVATIONS IIMEAMIIII.11.1111111111 IIMMINIMMEWMIMMINEWIIMMIENUMIMI OMEN INMENNIIIMININII .2•oriwowwwirmar•Nomooarniii lam= OM an FLY TOWER SOUTHWEST ELEVATION 6- .390 50,07 0.54 IN FARARET wAL.L. 9. ri*.-FASiciA• 2'3.7a HERE 0 1(0' 0 777795.G(0.-00.119 EST COVERED WAITING & MEGH. ROOM NORTH ELEVATION i/5" -; -o" FRE-CAST C.03-5,f•F-ANI NcrrE; fr.osnt:e c0t.1n4..lc1494 ga,,frZNI•JG og- sltiPsp94 IMN4- 15a+-".0.1i7 ETc,) IL STUCCO COLOR 'A° OR CONCRETE KEY PLAN 1111 i.o.1*.U:1) JAN 04 2f3A City of Tukwila BUiLCiNG STUCCO COLOR RECEIVED CITY OF TUKWILA 1 'ADDENDUM 1 - PERMIT REVIEW I 9/17/18 NUMBER:, DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB Tacoma 180Ecific366 33130130 WEICEIon924422 253.627.5599 BLRB.corn Drawing Title: EXISTING ELEVATIONS Revised Stamp 0.01.20 8 5932 REGISTERED I 08003669314 MOND ENTON Drawn Author Project No. 16,08 Sheet No. EX3.5 VD' ,1',0" ACTIVITIES WING oci 0 9 2!Yi9 rcntsT CENTER STATE OF VVASNINGTON of BLRB ARCHITECTS, 9 S. 2 4 7 8 9 A B c D E F 11 2 FOK 946T EiA/A-ocN •ero' wALL. 6,90-not.T Fop,. Nagn-i* CoLfrol f64,RJ t.svA.-noN ® K n A S'IrsesCE, Fgocr F94,-Afer A YriCAL 572-.4sod.o AC1 IVITIES WING t 0 W ROOF ELEVATIONS 00.00 15,0 OLP ROO F + 33,0" ARAM1 FA*P,rort 5.c*-ITH ACTIVITIES WING -674) GYMNASIUM WALL ELEVATION ACTIVITIES WING SERVICE ENTRY ELEVATIONS In-o" 67.r_cco v./2.* p.EVELL 1.94AZ9aS BFIOC. VENFEK FRE-C.46T laE4,4 IVO GCNO. MA -IN FipocE ACTIVITIES WING WEST COVERED WAITING WEST ELEVATION 5 .01 Fag Wr-0-C EL, WATIP4 'CP FOR loh2ATN 44412 5CLITI-1 F.LEATIer..I6 (5IMILF,12.) El-EVA-n(14 CD 644.0.'y ACTIVITIES WING EAST COVERED WAITING EAST ELEVATION 10.--11-ou A C.,4,45.5ER A — -roe op PDcW- RA.9idedy NEST KI(J •51CY1-1<4917 P.5./PkG SaM F.C.F1,46, L-13T7EFit, 99 WALLCZNBT ,CF4 rfV'IrEARILIFF4ENT5 Fit4 8 A 23,o 9. ACTIVITIES WING BARREL VAULT SOUTH ELEVATION No7E; FlaCMPE c.c4.171t4LIOLIS 9.4c.pN,91 cft. STLIC5 14 W4LJ- PEE1-1.10 VEKrIc.ILL 57.-e-c0 ALc.2E5FLI56 CC..1,'5,KFvF0.L5, STUCCO COLOR 'A° OR CONCRETE r .1 ,SE_E L.CLAVEK. .62rlacza-E JAN 04 231a City of Tulapilo 23,15 THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. 1 I ,ADDENDUM 1 PERMIT REVIEW NUMBER, DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED STUCCO COLOR 0 RECEIVED CITY OF TUKWILA KEY PLAN OCT 0 9 2313 ACTIVITIES WING' ' ' PERMIT CENTER Foster High School Modernization and Addition Tukwila School District BLRB E.nreMto.cts Drawing The. EXISTING ELEVATIONS 0.01.2018 Drew" By Author Revised 1 PIOJOOINO 16.08 Stamp Sheet No. REGISTERED 5932 EX3.6 L, ARTITEGS2D I 4:5)1 ;ill ittilla---N. \LEE MOND FENTON 1 9T5T9 .9 W5.99..9 of BLOB ARCHITECTS, P.S. A B .7.7007 ACTIVITIES WING • -- SIDE STAGE ALTERNATE BID eAl NORTHEAST ELEVATION 0,•vo•-no*.i0 D E F 777.7. ACTIVITIES WING STUDIO PERFORMANCE ALTER,NATE. 9I1eA2 , NORTHEAST ELEVATION vel'of',0" H 77 o 660 akl 0 • T 3 E-2,_EV.111 0 S7U&770 0" R. IF -PE • 0.F(71.- c.ulcrr' 2YEAl- M1/8.1U:'45, • .G71 ,-,o,IE4R -Ty.! • TWEF. gooF 9,R,NFE1/ +23'.0° • ma,Lakos mrrN_ c-44,4opr 6ruc,c,f, 60 67‘,0E -oNr-R. C,Foprcot, su1/Fa4cM) c.,410n..5 • - 11111111111 oPT SUire5rieic:,El ACTIVITIES WING. SIDE STAGE ALTERNATE BID #A1 NORTHWEST ELEVATION 7470776 F1.-Y 77:3MF, 741177077 7777 cH10 ACTIVITIES WING STUDIO PERFORMANCE ALTERNATE BIDeA2 NORTHWEST ELEVATION 65' ACTIVITIESWING ACTIVITIES VC:4G SIDE STAGE and STUDIO PERFORMANCE ALTERNATE BIDo-A4 1071 FZCOP 43e42.,,Hrr STUDIO PE.F<F771fe.-1,0.4717770 0,22-rott t SH.c2 " ACTIVITIES WING SIDE STAGE ALTERNATE BIDeAl SOUTHWEST ELEVATION 1/5. HETA,- tg,,a4,41PRAV 1111.111,111111.111W MMINDIM11111111111111PraMIN 11•1111111111MIIIIIimmow 1111111111.1111111111111111Mn ACTIVITIES WING STLCIO PERFORMANCE ALTERNATE BID eA2 SOUTHWEST ELEVATION ve"=1,00 0 NORTHEAST ELEVATION NORTHWEST ELEVATION SIDE STAGE and STUDIO PERFORMANCE ALTERNATE BID#A4 ACTIVITIES WING - SICE STAGE and STUDIO PERFORMANCE ALTERNATE Fl o" C)SOUTHVVEST ELEVATION ",i' -0" THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. KEY PLAN ACTIVITIES WING 14 rIuNIPE- Gz7I-.111t-ILIOU OF-5-11-IC25 nk WALL E,ENIMP NERralt, 157 Re,A,Ls, ETG.) STUCCO COLOR °A° OR CONCRETE STUCCO COLOR *I4' • KEY PLAN ACTIVITIES WING JAN 04 2M City of TelIa-ila RECEIVED CITY OF TUKWILA OCT 0 9 2018 PERMIT CENTER KEY PLAN. 1ADDENDUM 1 PERMIT REVIEW Num. DESCRIPTION 1/17/18 1/Alt 1 DRAWING REVISIONS r PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1 BLRB arciitects Drawin EX STING ELEVATIONS Date 0.01.2018 Draw" BY Author Revise Protect No. 16.08 Stamp ACTIVITIES WING REGISTERED 32 It- tD, ARTTENT tainijk- thTT-D. tEE RAYMOND FENTON STATE OF WASHINGTON Sheet No. EX3.7 BLRB ARCHITECTS, 60 2 3 4 6 7 8 9 A aWNIE-2,4- faisomap 0.L0N-Nrrcoig.R5 A [ 23:34i 2 Air a ", c2/ 56,5E 019 P4211104.1..- .227?„ L.Jr42212...THI*A.,:t5,41gre <82,664012 ACTIVITIES WING AUXILIARY GYMNASIUM ALTERNATE B1D#A3 SOUTH. ELEVATION 11 az MIS rat* ACTIVITIES WING -5='11-10,111..14 'SEAM FaC1P'R.Li LT VAUPaErttO Oa 0426E- rx.A--Ea taLEVA7losi, Rola. 56,4.4 ANC, ciTAEF-. 175Ms 5 14V9.0aCANCN4 0 (..z2N-rii.k../OLJS M1TarPr'rrik a. 70 fr.,00F A ri11111111111=r&- 10 A asimuMiiiiiiii‘Mmoommusess 20.1 ACTIVITIES WING AUXILIARY GYMNASIUM- ALTERNATE BID: #A3 EAST ELEVATION c41-.1Cry" L,J4i ..re6Naz. •,51.1speK5oN Ft.)IN-rs Mal I 111111011111.11111151 ravTkrtrol'ati, al..020:7,0,1e) ACTIVITIES WING Ap_XILIARY GYMNASIUM ALTERNATE BID #A3 BARREL VAULT NORTH ELEVATION AAsUl u TAoN AuT ETil ELEVATION L TsE RBl D ACTIVITIES WING — — AUXILIARY GYMNASIUM ALTERNATE BID. ahA9 BARREL VAULT ELEVATIONS ACTIVITIES WING AU X LIAR Y GYMNASIUM ALTERNATE BID*A3 PARAPET WEST ELEVATION 1,10Kr-I so c.42,4.@ f.,042704. /&400,57;, V7-Le".6, "ite" par AKFtv4a0 m5-rAL. MIND 2001. 04;5 4 22•06 2."p-EV8&L. -.sracco W6-57 140RTH ACTIVITIES WING iAU61LIA-NY-50,YMNAGIUM ALTERNATE—IND OAS PARAPET -ELEVATIONS --) F..01-*" O0T A a 2-017 tat 7 .iiza',2',ss Vg"op-o" A 43.4 rcg vv5.51 0s4vA7Tos4 - 50441..3m SFCPONG Fog. 044r Lay'A-rioe•I(s-imIL.A.F)- 5E5 ELDEN/A.71C3r'I 0 JAN 0 4 2313 City of Tukwila BUiLLiitiG Ik7prgasip upu-nkti,icus1545K.Ikli s7uPs you. ' 5-n.r-za STUCCO COLOR °A° OR CONCRETE STUCCO COLOR 'B° C) KEY PLAN ACTIVITIES WING RECEIVED CITY OF TUKWILA OCT 0 9 202 PERMIT CENTER THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. i 1 jADDENDUM 1 PERMIT REVIEVV 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ar,ects Drawing Title, EXISTING ELEVATIONS 10.01.2018 Drawn BY Author Revised P.a., No 16.08 Stamp 5932 \ REGISTERED ARCRITECT... LEE1 ,4.P ,4,OLO aa MOND raNTON STATE OF WASHINGTON Sheet No. EX3.8 of BLRB ARCHITECTS, P.S. 2 3 4 5 6 7 9 C D E F G H a -- 0.131.1111.1001111111 "x" omtimujimm.= Am ow w _L_t.lw-or 12! r i-„,,yi.. ,,,, Rd 4PPIP PP '141010 AM NM.. w�--- -jlTIMIwrw SWIM. •IMM w ilww w w s - NMI w . ..wr- mikswalmsawitalaY YIN Emma Om a "Simi .. -allaws._wT- -w� sWelll _ w - emr iq� r I . L IROZ 1 Lu 01 1r xxi xxxx_x L,L eagri PARTIAL EXTERIOR ELEVATION. SCALE: i/ V-0 m : am_ . 1 2' 1 IA w rw �� L_rww w7 L�jw w wlwl� [w �f T�1r �I�. w7 ii CwCwTwl �wiwlilLLw T.i711rr*.�J fi. Z�1L��.�; Zwi�Z=.L pial•um ��`rw�w Tw wfw �J wl�iTw �.r'wr^ w1�.rwLwr. �'�iilY•-I-ice `rYfP,w� w www tw�wjw� wwwf. w�wr wTw 11l�wwT� „31 wi w1 �Ti11. wa�1F� w]-w- I BOQ KIM MN WV MOW JO anaupprimiffl NMI .1�1 wt� s 1� wWw.Ww � w' rt Ramis tallwaktral MittIMANIR irwaisismaTal einfilim PR CO TOP OF BOCK Y. LEGEND C BRICK COLOR 'A BRICK COLOR 'P ® BRICK MDR'C ® BRICK COLOR 'P 4 is P TOP OF BRICK J +29•-3' SOP OF BRICK • BOTTOM. OF BRICK FINISHED FLOOR BOT1Oi OF BRICK TOP OF BRICK b 4 +23'-0 1[2 4'-B 1/0. • +J P FINISHED FLOOR 'l - +0-0' ISWE1 GRADE NOTES: 4, DIMENSIONS THIS SHEET ARE 841 DIMENSIONS UNLESS OTHERWISE N01E0. 2. ALL EXFOBEO SURFACES OF CUSTOM BLUE OIA70O WOK (COLOR °0') S0U11., BE OWED. INCLUDING 809051 CORNERS, RETURNS AT OFE8INO5EEO. ;.. 695 % Lx�2 9' LlLxrdx`r /� Yri:r7 9569 LT %5 46 ,9�� i iy i rS '0i yy '1 G r1i�I3y 6 li l� '/°'fir G, rL �r_�. , L °L _ rr L�'r0L��QP�3LLI,Lr RiL.I..Lli.Llii.IL rL JI i il•i iL7� iP1Y - - = ... IIII ONOT .L_, L.o�l. Tw ..Iw �,.'VW' —r - i.-T- Tioutankieultmorimilifeilramilisriii _ _ wh-w ON limmie wRlrIMPONIIIWIN�_ gimp _ • 11�B II i w w +11 �� wr —� T_ai _ T-w�w -w L _ w row r w � - mi 1��I�.I w t >��1, LIB l�ir�Cte1� wl- 1 ♦ '_ ywl wL munijiiiffiinal_ w7 w LI- w 1111.11 w _ _•�� ;:;:; w - w�_l .111'wMe."_ww�®11.L wnom so- L:1 �- �oo>•� w —Jw wr �r1om _,w. ;l' alE— Iwo■ T'0" y— �I$% OIIr� Z mow. _ _ ( nolZit � .. ' .imi _ T7a a7NeRETe emuns. ,. :::?iE"1.mr.m.. -,— 7aTjm:...._1T.,g .ii Tr� imm - w �-w w-' ^' ten. PARTIAL EXTERIOR ELEVATION i SCALE:9JT=P4 RECEIVED CITY OF TUKWILA OCT 09 2918 PERMIT CENTER THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. DDENDUMi PERMIT REVIEW -1.. 9717718 ER DESCRIPTION II DATE DRAWING REVISIONS Foster High School Modernization and Addition Tukwila School District 450Pa/itl/Aue. Seile700 Washington 98400 151001.5599 ' BLR9.com 9Ti EXISTING ELEVATIONS �1� Ski -N. LEE RA MONO ENTON STATE OF WASHINGTON I 0+ Author Project No. 16.08 EX3.9 1rn A e c D E G H PARTIAL EXTERIOR ELEVATION SCALE: 1/2"=1'-o K gm i— sw wok. i witi NM . or �� r 1 ELEEI Wli imiliP011 Alell= :1000. iiL'-,' 3 4 �9 00:00i, qmo4,0 !ir° 4613Ili wiiii.iffiiiv_ , w 1 i firELIFI... f—l. ■ - IN i @Mfwil_• _j' i i waymete MI ow! limililiirL__ 7 imill wiEwsiELopo � �-ETili�-IC�.'L �(_ _ - .: a ��7_.irmA •- :.yam - - >=T_ I.� w( . ���; _ mWINES w i l ! • _ i1a it _ i �.._ - - iowir.. -J i 1 :ram �.n'f � 4 � iii� minilirsi mull'■ iiGii�ii. ■r/�� yii■'�i♦ 9ilAg€���■�/(Gi G�i % / 0 /� �i i /Gli � g� 66 �0// DE / i // e9G O� � �Gi /O Ski� Grpr� / Ge 9 y/ a /' 3� ' r s° _ s z® r11 11 ®Da e ® 1119 111 1 ISS 0, GRR00RU D:221 111 11 2 1111 ea2222 =� ■� u�■1t � �, ■i� ■OIL■ ■n#■■L M G O IN 0� ■ ❑ ■❑ ■ � ■❑� ■Y ■ .■K IA T ` L. �-L I. ' 7%gm, las %%% /,%%%%%%%%®%��%qn3 7%7%' %%%J%'J%■(d'_winirme mg �'!� F2B,P�'('�®oo®®®%T%®NM %ii. k 3'%I'/,'%2® F�%OK:, i/rr%y i I_�li _ -S— _ Li. L. i m � TAG oC . Mr riii Eli NE li® wA"l i � w� (((wwwL awl ® F-TI#.��Jli i.w w WillIENEEPINW 1 �_ _J�.w--_J '_I ; w ,am surski ali-- woWs OO @Mimi L L T i 1 l_7� �C .J A JwT _ L �il.Ylw _w� i[i.�Piiilwl .4�1w�i�l r i www 1 il ww low �� w y i ii i aido�_irjviai _untw-f9E;ri."Li 1i%ri'Ts'r�T�ii.F1i jie' PZZdia,To�.v.' - Jr I..iii T- wtw @M7_riY1 ETAii�i—lr�r-� a4 x; ak'.usiLb.'k t^: �♦ ♦ JP ).+':Mi �� �,-."'#i r_---� iJILVS zllc Vk<. ,d TOP OF BRICK 801T0M OF BRICK TOP OF BRICK smliliii limliilililisoii s Ili sm inn -Iid istilli siniiilil 4,- LEGEND BRICK COLOR'A° 27221 BRICK COLOR "Er ® BRICK COLOR'0' 02019 BRICK COLOR "0" 7 NOTES: 1. DIMENSIONS 2915 SHEET ARE ILE ODIENSONS UNLESS 01904615E NOTED. 2. ALL EXPOSED %FACES 06 CUSTOM BLUE GLAZED BRICK (COLOR 'V) SHALL BE GLAZED, INCLUDING WILDING CORNERS; RETURNS AT OPENINGS, ETC. 8 rgir: 1.•miTi�w. ii Lit �ililii] 4�Titiil"Jil— pwoomP irl ��)• _�lil �wfi� i�ili�iyifi � iil r@MiL�llw �Ti Ili r — wrifw—Twiisr�lili_1 iii . w Z�[i �I^- ��� • ���� ii ''' @Milo iji �i�. �ji J ___ � i� iifi7J.IRlL �J !_�IC�1l�li'�_ 1�} . -. iijil I�wl iaii oi,� �iL�i iT �t�� w S-�T�Zi iSili, i1T i1iii Tiw1-� iili WWCma w-Pm--17_w w7i�w_ ii L mOTEffili- �1m1i0:.Nm;wZilr wiles �FiiiiI! .y.- 4 �.J-,�i'E0I_ _LPL i.,�•Flo•P i arallai iTil—it��i�i@Mimi ii7i,wlil w�i1ri• 1i�-(@Mi� Lii�iITii_iTiwii�iii/imi��15� �-7 L -ram wt@M"ii 1_1�� w r4i ww l• i 0 Sri i� ii�i-j�_ i�J�il eae w�.1- Ali '•i i 1 %irw • 4 J-W -w•i w- i; Si• r • .�.T-_ i Ow wirzEloot w emui�• — iirli r- • TTi ....T. , .L �./.r- ,_/_ Vi( y /9� y ,4, 3 it y e; p,i,ife!ei P yT�%yyi o % �� _r k . _ anrx.....ri-iirmwo..."....."1:=1E+ET.IL..17:. i i .7a,.,V . ir^ i rw I - v e 7a .�i Iifeill T w 'ems. IK4t�� L. - �rrrtr'4ii r �. wriT t it: r _,i•ANAriscam _--��iiirro�. �1i.Jti.oli 1i iww� iAiiww._�. fi—wlwr ._ - -piLs �2*lO -_wwwwi i it ii , �', ii onummq 'ii PARTIAL EXTERIOR ELEVATION SCALE: 1/2T=1'-Ef RECEIVED CITY OF TUKWILA OCT 0 0 2210 9 THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. JA4104 2Jl3 City of Tula: a I Du z ,8 NUMBER ADDENDUM 1 - PERMIT REVIEW 9/17/18 1 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School 1 Modernization and Addition Tukwila School District BLRB TACOMA 1150Pazifi<Ave. Suite700 44/640ton98401 I53.6215599 BLRB:com Drawing Ti le: EXISTING ELEVATIONS 10.01.2018 Drawn By: Author Revised Project NO 16.08 Stamp Sheet No. 5932 n REGISTERED/!0Ex3.10 LFE RAl/MOCNO� O.L -\ STATE OF WASHINGTON — nt BLRS ARCHITECTS, P.S. yI METAIr G©- 0,07 A s c L., IN 14 L. G..1; L aA .151X Circa., 4`-0 D E F G • 41n. 4 O, 5' .o" 3 Z° vEIZrIGdL FaVEA-5 G4'-a"©•G 2.0,051 H 5)CcA.4-70.- •JOINTS [G.J,) - SEE NoTE5: I)Hc .Iz TAL Pa147-5 ARE To 6zTRt.`N1 GF RF s. Z)AL f2€YE&o 4 TU GTE Z"WIGE UNLESS NorEr7 Tc° aE 4" WicE, 3)sEE YR° SCALE EI.EY14-124s FoR STU GGO coLOr,5. 4)REVEALS - SEE, 4, �) PRoutEe taNTNkJakS IN W 08 E -H",b VEj -ncAL STIJCLO' ACGE4.1ES 5-Tc.) -)C1.IEMIGAL WEiLD AI.I- JOINTS IN REV4AL5 , ep65 ,N41 AT AU. IhrfAX6r100-15 OFP-EU.1'L5, S S2 4y q. JOIr.>TS, 8TG, 9)R�MI �FiG�i SNR�� Pik GOhCTjNWOUS AT IIJ�jiJ♦.�j AS 51N. - 4 L0 +5a1-o" tr 33' O„ o" 4u ! AT +V•0" 254%00 +O'-0" MMNK1-G202 PARTIAL THEATER NORTHEAST ELEVATION 6 GJ , PARTIAL THEATER NORTHWEST ELEVATION 7 F P-25 15 1'1,4KIr12IG4L Af3E2fT [t. 4'i Res/ ' 5 -SEE 44Eo0 5TjbIO pE� 3I (Ii RECEIVED CITY OF TUKWILA OCT 092018 PERMIT CENTER THE INFORMATION ON THIS DRAWING IS FOR REFERENCE ONLY ORIG. CONSTRUCTION DWG. City of Tun".IIa UILL•ld:G GVi'�. 7 1 "'ADDENDUM 1 - PERMIT REVIEW 9/17/18 NUMBER; DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB _c.o..tect_ TACOMA 125011c11(Ave. ..! Suite 200 1aa:m"91°98102 2516215599 BLRB.corr EXISTING ELEVATIONS Data 0.01.2018 Drawney: Author Revised Stamp '9a2 I REGISTERED ARTTECT, (;),),1 LEE wAYMOND hEN N STATE °MAS Grog Project No 6.08 Sheet No. EX3.11 pf e.vn0.HITECTS, P.S. A 8 E G H K Al WW1 2 1ST FLOOR PHASE 1 - AREA A DEMOLITION PLAN 3 A3 (A4'' 4 46) (A:* 8 1-7 5. — — — _ FIII.Vmsemm; 1/8, tr-0.@ FULL SIZE 6 AB AC AD AG 7 DEMOLITION LEGEND = = = REMOVE WALL REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN ---- EXISTING WALL FIN SH PATCHED ___ REMOVED ITEM = FTZ'EA'AtitriTATEELaNT REMOVE WALL PATCH WALL f FINISH EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL ° REMOVE ITEM REMOVE WALL FOR NEW OPENING REMOVE FLOOR OR WALL- MOUNTED CONSTRUCTION '1 REMOVE FLOOR OR ALL CONSTRUCTION CD TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL VVITH MECHANICAL AND ELECTRICAL VVORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. DEMOUSH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DWGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5. NO CORES. HOLES. OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS. ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS. MECHANICAL PLANS. AND ELECTRICAL PLANS. 7. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. 8, PREPARE SURFACES EXPOSED DURING DEMC)LITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES. 9 KEEP EXISTING BUILDING VVEATHERTIGHT AT ALL TIMES. I. - • • • I 1.1 I • •Is 14 .4.4, WHERE WORK IS PERFORMED GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1, PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2. REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOWNG, -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS AUDIO / VISUAL SYSTEM INCLUDING EQUIPMENT, VVIRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION. 6. INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS, TYP. 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. 8 DEMOLITION NOTES NOTE DESCRIPTION CO-01 REMOVE CONCRETE SLAB CW-01 REMOVE CASEWORK - WALL OR FLOOR MOUNTED. DRF-01 REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. EFVV-01 REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EW0-Si REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. F L-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES, WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. JAN 04 290 City of Tia-TIikl CUILUNG RECEIVED CITY OF TUKWILA OCT 09 zola PERMIT CENTER FIRST FLOOR KEY 1 IADDENDUM 1 - PERMIT REVIEW 9/17/I8 NUMBER 1 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District B B rch iltects DEMO PLAN - PHASE 1 - AREA A - 1ST FLOOR Stamp 5932 1 I REGISTERED I , I. \ ARCH1TECT„) LEE RAYMOND FENTON 1 STATE OF WAsHN?ToN BLRB ARCHITECTS, P.S. 2 4 6 T DEMOLITION LEGEND A B C D E F G H K A1) A2 im 2ND FLOOR PHASE 1 - AREA A DEMOLITION PLAN 1/8"=1'-0"© FULL SIZE -- -- REMOVE WALL it F REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN i ----- EXISTING WALL FINISH PATCHED L REMOVED ITEM REMOVE WALL, EXPOSE AND — RETAIN STRUCTURAL ELEMENT REMOVE WALL PATCH WALL/FINISH EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL —'- — REMOVE FFEM 0 ---.� REMOVE WALL FOR NEW OPENING REMOVEFLOOR OR WALL - MOUNTED CONSTRUCTION /-1 , N REMOVE FLOOR OR ALL CONSTRUCTION TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DWGS FOR REQUIREMENTS, PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 5. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS MECHANICAL PLANS, AND ELECTRICAL PLANS. 7. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES. CONSISTENT WITH ADJACENT SURFACES. 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. t ir.'rf IA Id I • .I. Is'rrt WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2. REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS •EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4 REMOVE AND SALVAGE THE FOLLOWING: -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO / VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS. 5 SAW CUT PERIMETER OF REMOVED CONSTRUCTION, 6 INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS, TYP. 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. s DEMOLITION NOTES NOTE DESCRIPTION CO-01 REMOVE CONCRETE SLAB CW-01 REMOVE CASEWORK - WALL OR FLOOR MOUNTED. DRF-01 REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. EFW-01 REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT, EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. City of Tukwila UILG'NG DI'c ti`t RECEIVED CITY OF TUKWILA OCT 0 9 2918 PERMIT CENTER SECOND FLOOR KEYPLAN NUMBER ADDENDUM 1 - PERMIT REVIEW 9/17/18 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB arch 5ui1e700 Was0ryon 98402 253,6215599 BLR&com DEMO PLAN - PHASE 1 - AREA A - 2ND FLOOR Revised 5982 I REGISTERED ARCFHITEGT2 9N0 Ll0 1 .414 LEE R0YMOND FENTON STATE OF WASNMGTON Drewo By: Author Project No. 16.0E BLRB ARCHITECTS, P.S. 2 3 4 6 9 2018 4:04:34 PM AM ( 1l (A-2) r-F911ST FLOOR PHASE 2 - AREA E DEMOLITION PLAN 1/8"=1'0"@FULL SIZE B 18) MECHANICAL ROOM 306D 11D = FM' 9 FULL SIZE 817) IB 6 (B15) LOW PARAPET.4 29„S B5.4 B18i 311 ST FLOOR PHASE 2 - AREA J DEMOLITION PLAN FF.°. 1/8"=1'-0"9 FULL SIZE 7 DEMOLITION LEGEND — — — REMOVE WALL \ REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN --- EXISTING WALL FINISH PATCHED — REMOVED ITEM -_ .. REMOVE WALL, EXPOSEAND RETAIN STRUCTURAL ELEMENT I-- REMOVE WALL IFS.......---- PATCH WALL 1 FINISH A— EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL REMOVE ITEM REMOVE WALL FOR NEW OPENING _� i REMOVE FLOOR OR WALL - MOUNTED L J CONSTRUCTION O__ �i REMOVE FLOOR OR ALL CONSTRUCTION _L7-I J TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DWGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER, 6. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. T. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES, 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2 REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3 REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS FIRE EXTINGUISHERS CABINETS EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4 REMOVE AND SALVAGE THE FOLLOWING: -PROJECTORS PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO/ VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION. 6. INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVEDWALLS, TYP. 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. 8 DEMOLITION NOTES NOTE DESCRIPTION CE-01 REMOVE CEILING MATERIALS CO-01 REMOVE CONCRETE SLAB CW-01 REMOVE CASEWORK - WALL OR FLOOR MOUNTED. DRF-01 REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. EFW-01 REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE, EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS, SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. City of T9101. I;O RECEIVED CITY OF TUKWILA Of, T0921i18 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM/ -PERMIT REVIEW 911'l116 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 68111700 Washington 98401 068376699 - BLRB.com Daw!P6 Title: DEMO PLAN - PHASE 2 - AREA E & J Date 0.01.2018 5932 REGISTERED ARCBLTED 06 4 7 LEERA MOND FENTON STATE OF WASHINGTON Drawn B Author BLRB ARCHITECTS, PS. 2 4 6 7 8 AF EJ— 1STFLOOR (Al _I `�� fir v. 111)99 - II III III III 1-1I I=1 1 1=1 l i I 1—I I —I _ 0SAW DUST TROUGH INFILL ..=6.1 1l21-1'-INS FULL SIZE 2 07 2" 4'• -- NEW 4" THK GONG FLOOR W/6x6 #10 WWM COMPACTED FILL EXIST FLOOR EXIST GRAVEL (A4) DRF-01 / DRF-0 L I �I � / III I /� 'il II A 41,4 \ / M_-- r I I ,r- A =1-7 1 1 -1.-I //tll 1ILL fl L �/ -JiI rr 1 W-ot "l I I I♦• 1 Ji FLOOR PHASE 3 - AREA C DEMOLITION PLAN 1/8"=1`0 @FULL SIZE A6 (A7 A9 i-- DRF-0 /AC) E/ —AG AH DEMOLITION LEGEND S ` REMOVE WALL REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN EXISTING WALL FINISH PATCHED REMOVED ITEM REMOVE WALL, EXPOSE AND RETAIN STRUCTURAL ELEMENT I--- REMOVE WALL PATCH WALL / FINISH EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH /B„ BOTH SIDES OF WALL - -b — REMOVE ITEM REMOVE WALL FOR NEW OPENING ' REMOVE FLOOR OR WALL - MOUNTED J CONSTRUCTION �\ �^ REMOVE FLOOR OR ALL CONSTRUCTION TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1, COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK, 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED, 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS. SEE STRUCTURAL DWGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMDLLTION SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6. COORDINATE ALL DEMOLITION REQUIREMENTSWITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. 7. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS, 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES. ,/� 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. "1 1t, • to • • • -1 A I I r -la 1"••+ WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2, REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3, REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOWING', -PROJECTORS -PROJECTOR MOUNTS SMART BOARDS -FIRE EXTINGUISHERS -AUDIO / VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS, 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION, 6, INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS, TYP. 7, MAINTAIN WATERTIGHT ENCLOSURE. AT ALL TIMES, 8, REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. DEMOLITION NOTES NOTE DESCRIPTION CE-01 REMOVE CEILING MATERIALS CO-01 CW-01 DRF-01 EFW-01 REMOVE CONCRETE SLAB REMOVE CASEWORK - WALL OR FLOOR MOUNTED. REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 ST-01 W-01 WO-01 JAN 04 2913 City of Tukyfia UILL'070 c .r. REMOVE STRUCTURAL COMPONENT. REMOVE STAIRWAY. REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. PHASE 3 AREA C RECEIVED CITY OF TUKWILA OCT 0 0 2913 PERMIT CENTER FIRST FLOOR KEY 1 (ADDENDUM1- PERMIT REVIEW 9/17/18 I NUMBER 00000IPTION DATE DRAWING DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 871/11Ave' I /8788 slii80/8888402 Drawing Title, DEMO PLAN - PHASE 3 - AREA C - 1ST FLOOR 6932 I REGISTERED nn ARC ITEG ✓, 00I' i lk LEE RAYM00OND FENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 2 4 6 7 8 9 A 8 c D E G H K iB11) (B 12) n 1ST FLOOR PHASE 3 - AREA G DEMOLITION PLAN �/- 1/8"=1'-9"Q FULL SIZE (B13) (B4i 161 4) !B151 B5i (B16) 1617) DEMOLITION LEGEND 7) REMOVE WALL REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN ''1 \ EXISTING DOOR TO REMAIN i--- EXISTING WALL FINISH PATCHED LJ-- REMOVED ITEM ,�. REMOVE WALL, EXPOSE AND -- RETAINSTRUCTURALELEMENT REMOVE WALL L i— PATCH WALL/FINISH 1— EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL REMOVE ITEM 'y REMOVE WALL FOR NEW OPENING r REMOVE FLOOR OR WALL - MOUNTED _I CONSTRUCTION 2 2 `11 -1P REMOVE FLOOR OR ALL CONSTRUCTION - j1 TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. 3. DEMOLISH CEILINGS ONLY WHERE SHOWN, 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DWGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLI110N SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. ]. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES, 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. /1 1 r.0 , L, . 1 , 1 i -la I/ roe,. WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2, REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOWING, -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO I VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION, 6. INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS, TYP. 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. DEMOLITION NOTES NOTE DESCRIPTION /!1 CE-01 REMOVE CEILING MATERIALS CO-01 CW-01 DRF-01 EFW-01 REMOVE CONCRETE SLAB REMOVE CASEWORK - WALL OR FLOOR MOUNTED. REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS, SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY, W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. Jf.N 04 :TO City of Tulaatla FriVi(1,111 RECEIVED CITY OF TUKWILA OCT 0 9 2E8 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUMI- PERMIT REVIEW .ii ._311]/1E8 ! .................._......._._DAT..._ 1 NUMBER DESCRIPTION i DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB Suite/o8 ' Wasllin9ton MAR 333.513599 , BLRB.com DEMO PLAN - PHASE 3 - AREA G - 1ST FLOOR Date 0.01.2018 6932 1 REGISTERED �� 11 ARC ITEGT LEE RE OMONDFENTON STATE OF WASHINGTON Drawn By: Author Project No. 16,08 BLRB ARCHITECTS, P.S. 5 6 7 DEMOLITION LEGEND 6 � 1/8`. 1'-0"@FULL SIZE SERVICE ENTRANCE 1ST FLOOR PHASE 4 - AREA F DEMOLITION PLAN IB 10i 2ND FLOOR PHASE 4 - AREA F DEMOLITION PLAN REMOVE WALL REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN EXISTING WALL FINISH PATCHED REMOVED ITEM REMOVE WALL, EXPOSE AND ---' — RETAIN STRUCTURAL ELEMENT REMOVE WALL PATCH WALL / FINISH EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL REMOVE ITEM REMOVE WALL FOR NEW OPENING REMOVE FLOOR OR WALL - MOUNTED CONSTRUCTION O F'b REMOVE FLOOR OR ALL CONSTRUCTION _ter TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURALOWGS FOR REQUIREMENTS, PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5 NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6. COORDINATE ALL DEMOLITION REQUIREMENTSWITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. 7 REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. 8, PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES. 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. • , i S I I WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1, PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2. REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS TACK STRIPS -TACK BOARDS MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOWING, -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO / VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION. 6. INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS, TYP. 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. DEMOLITION NOTES NOTE DESCRIPTION CO-01 CW-01 DRF-01 EFW-01 REMOVE CONCRETE SLAB REMOVE CASEWORK - WALL OR FLOOR MOUNTED. REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT, EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. JAi042313 City o` Tulaa-ih UIL O:C RECEIVED CITY OF TUKWILA OCT 09 2818 PERMIT CENTER FIRST FLOOR KEY PLAN 1 !ADDENDUM 1- PERMIT REVIEW ( 9/17/18 NUMBER; DESCRIPTION L DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB rcMtects Drawing Title, DEMO PLAN - PHASE 4 - AREA F Stamp 5932 ' I REGISTERED ARC ITECT� LEE04780NDD F NTON) STATE Of WASHINGTON BLRB ARCHITECTS, P.S. 3 4 5 6 7 A B F AJ) AL h ()),---\1ST FLOOR PHASE 5- AREA D DEMOLITION PLAN PPI=F=I 14.= t4r 6 FULLSIZE LI DEMOLITION LEGEND REMOVE WALL rr- REMOVE DOOR AND FRAME EXISTING WALLTO REMAIN EXISTING DOOR TO REMAIN EXISTING WALL FINISH PATCHED [ REMOVED ITEM = ESTRAL=XRPATEEL:2NT REMOVE WALL PATCH WALL / FINISH A— EXISTING WALL TO REMAIN cTIx REMOVE WALL FOR NEW OPENING —1 REMOVE FLOOR OR WALL - MOUNTED J CONSTRUCTION REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL REMOVE ITEM 11 REMOVE FLOOR OR ALL CONSTRUCTION TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES t COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED, 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DINGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOUTION SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PIANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. 7, REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS, 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES. 9 KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2. REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOVVING -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO / VISUAL SYSTEM INCLUDING EQUIPMENT, WRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION, 6, INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS. TYP. 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES, 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. 8 DEMOLITION NOTES NOTE DESCRIPTION C0-01 CVV-01 DRF-01 EFW-01 REMOVE CONCRETE SLAB REMOVE CASEWORK - WALL OR FLOOR MOUNTED, REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT, EW0-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS, SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES, WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. JAN 04 23 City of TutrytIo BUILE10t0 CIVi100t1 RECEIVED CITY OF TUKWILA OCT 09 29a PERMIT CENTER FIRST FLOOR KEY NUMBEO '29'1'DuL'zIzZ7RT;fro'ry 011770 DRAWING REVISIONS j PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 253.627.5A5 Drawing Title: DEMO PLAN - PHASE 5 - AREA D - 1ST FLOOR 10.01.2018 Stamp 5932 REGISTERED \ ARC 1,7PC-T, ] LEE RAYMOND 6NTON I STATE OF WASHINGTON Drawn BY Author BLRB ARCHITECTS, P.S. 2 3 4 7 DEMOLITION LEGEND S 9 B D Al (AE AF - 2ND FLOOR PHASE 5 - AREA C DEMOLITION PLAN via 118'=1'-0"@FULL SIZE A5 REMOVE WALL REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN EXISTING WALL FINISH PATCHED REMOVED ITEM REMOVE WALL, EXPOSE AND RETAIN STRUCTURAL ELEMENT REMOVE WALL PATCH WALL / FINISH EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL CD jy CD"L REMOVE ITEM REMOVE WALL FOR NEW OPENING REMOVE FLOOR OR WALL - MOUNTED CONSTRUCTION J \,,r REMOVE FLOOR OR ALL CONSTRUCTION _J TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED, 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DWGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER, 6. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. 7. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES. 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. I. • ♦' -1 A 1 l• 4. •II I' ••+' WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2. REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WNNSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOWING'. -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO / VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION. 6. INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS, TYP, 7. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 0. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL. DEMOLITION NOTES NOTE DESCRIPTION CO-01 REMOVE CONCRETE SLAB CW-01 REMOVE CASEWORK - WALL OR FLOOR MOUNTED. DRF-01 REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. EFW-01 REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 REMOVE STRUCTURAL COMPONENT, ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. PHASE 1 AREA A PHASES AREA:C." PHASE 5 AREA 0 PHASE 2 AREA E RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER PHASE' AREA B ROOF COMMONS BELOW AREA H AREA: F.. SECOND FLOOR KEYPLAN ROOF' AREA) NUMBER ADDENDUM 1 - PERMICRIPTIOT REVIEW 9/17/10E DES'DAT DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 1. c1 ., on 9B401 Drawing Tltle: DEMO PLAN - PHASE 5 - AREA C - 2ND FLOOR ARCSITEE6T, LEE RAYMOND E51ON STATE OF WASHINGiGN) BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 A (A-G) B C AJ D Ih AJ — AK AL AN AP cA2; 2ND FLOOR PHASE 5 - AREA D DEMOLITION PLAN sus 8 1/8 -141 ®FULL SIZE L ' _ _J "6-31 \ (A4 EXIST BOOK DROP TO BE DEMO; PATCH AND FINISH TO MATCH A5 [#DRFA1 l • V II _ � L 1I� I III I, A6 A7 /A8) DEMOLITION LEGEND REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN — EXISTING WALL FINISH PATCHED I•-- REMOVED ITEM REMOVE WALL, EXPOSEAND -�-'-' RETAIN STRUCTURAL ELEMENT -- REMOVE WALL PATCH WALL/ FINISH EXISTING WALL TO REMAIN -- - _ REMOVE GYPSUM BOARD FINISH --- BOTH SIDES OF WALL '- REMOVE ITEM --•i— REMOVE WALL FOR NEW OPENING REMOVE FLOOR OR WALL - MOUNTED CONSTRUCTION �� REMOVE FLOOR OR ALL CONSTRUCTION 1,. TO SUBSTRATE OR WALL STRUCTURE GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOUTION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL OWLS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5. NO CORES,HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS. UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6, COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. 7. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS, 8. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES. 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. WHERE WORK IS PERFORMED. GENERAL DEMOLITION AND PATCHING REQUIREMENTS 1. PROVIDE NEW CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING SLAB IS REMOVED. 2. REMOVE FLOOR FINISH AND PREPARE CONCRETE SLAB FOR NEW FINISHES OR OTHER WORK. 3. REMOVE AND SALVAGE ALL WALL MOUNTED ITEMS, SUCH AS -WAINSCOT MATERIALS -CASEWORK -CABINETS -TACK STRIPS -TACK BOARDS -MARKER BOARDS -FIRE EXTINGUISHERS CABINETS -EQUIPMENT NOT INDICATED FOR RE -INSTALLATION 4. REMOVE AND SALVAGE THE FOLLOWING: -PROJECTORS -PROJECTOR MOUNTS -SMART BOARDS -FIRE EXTINGUISHERS -AUDIO t VISUAL SYSTEM INCLUDING EQUIPMENT, WIRING AND SPEAKERS. 5. SAW CUT PERIMETER OF REMOVED CONSTRUCTION. 6 INFILL GYPSUM BOARD LAYER AT UNDERSIDE OF ROOF STRUCTURE ABOVE REMOVED WALLS TYP. ]. MAINTAIN WATERTIGHT ENCLOSURE, AT ALL TIMES. 8. REMOVE EXTERIOR SOFFIT ASSEMBLIES, TYPICAL, • DEMOLITION NOTES NOTE DESCRIPTION S— CE-01 REMOVE CEILING MATERIALS 3 C0-01 REMOVE CONCRETE SLAB iil CW-01 REMOVE CASEWORK - WALL OR FLOOR MOUNTED. DRF-01 REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. EFW-01 REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. TITO042L) City of Tu17,1.D UILL'.LO D: RECEIVED CITY OF TUKWILA OCT 09 219 PERMIT CENTER SECOND FLOOR KEYPLAN 1 ADDENDUM 1- PERMIT REVIEW NUMBER I DESCRIPTION 9li'I/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District was 108 8118781 n9840i -' 2536115599 BLRB.com Drawing Title: DEMO PLAN - PHASE 5 - AREA D - 2ND FLOOR Data 0.01.2018 REGISTERED LI ARC KEGS ��ON 00 MONDFENTON 1 Drawn By: Author BUM ARCHITECTS, P.S. 9 A4' IA BG 2ND FLOOR PHASE 4 - AREA F DEMOLITION CEILING PLAN „LJ i 1/8°=1'.P'� FULL SIZE ._.-.....-..___ GENERAL DEMOLITION NOTES 1. COORDINATE LIMITS OF REMOVAL WITH MECHANICAL AND ELECTRICAL WORK. 2. DEMOLISH FLOORING ONLY IN SPACES WHERE NOTED. 3. DEMOLISH CEILINGS ONLY WHERE SHOWN. 4. FOR DEMOLITION OF ANY COLUMNS, ELEVATED BEAMS, AND ELEVATED SLABS, SEE STRUCTURAL DWGS FOR REQUIREMENTS. PROVIDE TEMPORARY SHORING OF STRUCTURE PER SELECTIVE DEMOLITION SPECIFICATION 5. NO CORES, HOLES, OR CUTS IN ANY STRUCTURAL ELEMENTS TO REMAIN OTHER THAN THOSE SHOWN IN STRUCTURAL DRAWINGS, UNLESS PERMISSION IS GIVEN IN WRITING BY THE STRUCTURAL ENGINEER. 6. COORDINATE ALL DEMOLITION REQUIREMENTS WITH ARCHITECTURAL PLANS, ARCHITECTURAL ELEVATIONS, STRUCTURAL PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS. 7. REMOVE INTERIOR HVAC GRILLES PER MECHANICAL REFLECTED CEILING PLANS. B. PREPARE SURFACES EXPOSED DURING DEMOLITION FOR NEW FINISHES, CONSISTENT WITH ADJACENT SURFACES, 9. KEEP EXISTING BUILDING WEATHERTIGHT AT ALL TIMES. DEMOLITION LEGEND Y \ REMOVE WALL REMOVE DOOR AND FRAME EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN EXISTING WALL FINISH PATCHED EREMOVED ITEM REMOVE WALL, EXPOSE AND --- "' -- RETAIN STRUCTURAL ELEMENT REMOVE WALL PATCH WALL/FINISH --- EXISTING WALL TO REMAIN REMOVE GYPSUM BOARD FINISH BOTH SIDES OF WALL - REMOVE ITEM —� REMOVE WALL FOR NEW OPENING REMOVE FLOOR OR WALL - MOUNTED CONSTRUCTION REMOVE FLOOR OR ALL CONSTRUCTION TO SUBSTRATE OR WALL STRUCTURE DEMOLITION NOTES NOTE DESCRIPTION CE-01 REMOVE CEILING MATERIALS CO-01 REMOVE CONCRETE SLAB CW-01 REMOVE CASEWORK - WALL OR FLOOR MOUNTED. DRF-01 REMOVE DOOR AND FRAME - PREPARE FOR NEW WORK. EFW-01 REMOVE ELEVATED FLOOR ASSEMBLY ABOVE MAIN FLOOR ELEVATION, STAGE COMPONENTS, AND CONSTRUCTION TO EXPOSE BUILDING STRUCTURE. EV-01 REMOVE EXTERIOR BRICK VENEER AND FOUNDATION WALL TO TOP OF FLOOR ELEVATION. EV-02 REMOVE EXTERIOR FINISH MATERIAL EW-01 REMOVE EXTERIOR WALL ASSEMBLY - FULL HEIGHT. EWO-01 REMOVE EXTERIOR WALL AND FOUNDATION FOR NEW OPENING, INFILL WALL AND STRUCTURE WORK. EWW-01 REMOVE EXTERIOR WINDOW SYSTEM. REMOVE WALL ABOVE AND BELOW OPENING AS REQUIRED. FL-01 REMOVE FLOORING TO THE EXTENT INDICATED. OP-02 REMOVE OPERABLE PARTITION SYSTEMS, INCLUDING MOTOR, CONTROLS, SUPPORTS AND ALL RELATED COMPONENTS. SC-01 REMOVE STRUCTURAL COMPONENT. ST-01 REMOVE STAIRWAY. W-01 REMOVE WALL TO THE EXTENT INDICATED, INCLUDING DOORS, WINDOWS AND FRAMES. WO-01 REMOVE WALL FOR NEW OPENING AND STRUCTURAL WORK. 1 :1i 04 2C3 City of Tulaeilo RECEIVED CITY OF TUKWILA OCT 092013 PERMIT CENTER FIRST FLOOR KEY PLAN ADDENDUM 1 - PERMIT REVIEW 9/17/18 ,NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA Suite 00 804 gton TH402 ZS362.5599 81R8.corn Drawng Title: DEMO - CEILING PLAN PHASE 4 AREA F-1ST FLR Date 0.01.2018 REGISTERED STEM', d ) AI LEE S MOND F"ENTON STATEOF M.N.. Drawn By: Author Project No. 16.08 SIRS ARCHITECTS, RS. 2 3 4 6 7 PHASING LEGEND 8 9 A B MOM 999 19 0 9319 10/18 06/19 NO SCHOOL 09/19 06/20 NO SCHOOL 09/20 EXISTING - NO NEW WORK uJ 03 03 0 City of Tuhhill _11:11'1 RECEIVED CITY OF TUKWILA OCT 0 9 2018 993 03 0 10 03 0 19 03 CL [ NUMBER DESCRIPTION j DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District SONNO Was69g9on98402 253.627.5599 •. BLRB,com CONSTRUCTION SEQUENCE 1ST FLOOR Date 10.01.2018 Stamp 5932 REGISTERED ARCBITE I 'LEE ms MOND BENTON STATE OF WASSMSMIN D.w"BY Author Project N. 16.08 Sheet No. PH2.01 PERMIT CENTER of BIJOB ARCHITECTS, P.S. 7 PHASING LEGEND 8 9 A D 02 F 23 H 91 EXISTING - NO NEW WORK 93 0 19 a. 10/18 06/19 NO SCHOOL 09/19 06/20 NO SCHOOL 09/20 • • S •A t** • I:s% *It so 0444 I• 4,44% tam 4 • •140‘ •6• • 01%f Olgo 19 02 0 JAN 0 4 2213 City of Tuht-iti F1LI2.Ltt911 RECEIVED CITY OF TUKWILA OC1 0 9 2010 PERMIT CENTER 93 02 02 0 93 02 0. NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Rhin 925327.09) 8288,000! Drawing Tito, CONSTRUCTION SEQUENCE 2ND FLOOR Date 10.01.2018 Stamp 5932 'ERTsA"D A LEE RA MONO ,ENTON STATE OF WASHINGTON Drawn BY Author Project N° 16.08 Sheet No, PH2.02 of BLRB ARCHITECTS, P.S. A B C D (-1404 'SCIENCE LAB 128 1346 SF <- i-27 I tT11, 1©; IlT'I I ©, CLASSROOM 122 960 SF CLASSROOM 121 960 SF CLASSROOM 120 960 SF FIRE SPRIN OFFIC A116 123 SI PHYSICS 147 1013 SF NSTRUCT AREA 148 624 SF -1 Y LECRET�RY1 CAREER 151 'y 262 SF t9 262 SF ) COMMUNICATIONS CENTER 140 1369 SF L?� COMPUTER i}-1 61 I---i LAB 123 STOR ORK ROOM 901 SF 159 161 309 SF GIRLS RR 120 ->- b � 0° L VS T FLOOR PHASE 1, 2 & 3 - EGRESS PLAN 1716'=18'@FULL SIZE SECRETARY 152 517 SF 167AS HEA2L FFICE 168 166 SF PRINCIPAL 169 164 SF AITING 170 136 SF PPO' )14_ 140B '1 7 SF ESOURCE ROOM 140A 813 SF S 164 93 SF v4, SST PRINCIPAL 166 139 SF BOILER ROOM B114 476 SF 3931 SF LOADING DOC ry1 o SERVICE ENTRANCE AUDITORIUM 5234 SF STAGE 3071 SF , ATH DIR 156 SF STUDIO PERFORMANCE 2365 SF GREEN ROOM ,236SF 14_ {6 561-< < L22 15 -E — < 5218 - .(-- '21aE- MAIN GYMNASIUM 11445 SF MEN'S 2195 DRESSIN CTIC CHORAL MUSIC 1041 SF s2L 1929 LT1143 S 22. r 205 SF� ICI WOMEN'S P.E 1070 SF Wf PE OF J� SF LET I OACLIFES WOMEN'S TEAM 181 816 SF STORAGE 205 SF CODE COMPLIANCE LEGEND ®0+ EXIT NUMBER 00+ EXIT OCCUPANT LOAD EXIT NO. & LOADING _ To Do EXIT LOADING EXIT SIGN LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH 00 9] 250' EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK / HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE WORK FOR VESTIBULE AND SECURITY OFFICE TO BE STARTED AFTER SCHOOL LETS OUT IN THE SUMMER OF 2019, AND BE COMPLETED PRIOR TO RETURN TO CLASSES IN THE FALL OF 2019 J'0042ala City of Toi ;r 1-3 RECEIVED CITY OF TUKWILA b:ENTER V PERMIT CENTER O ram. NUMBER DESCRIPTION DRINKING FOUNTAIN SMOKE PROTECTED DOOR SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 EMOR ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FACPI FIRE ALARM CONTROL PANEL I KNOX] EMERGENCY KNOX BOX m.o.I MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) ED EXIT DEVICE HC AUTOMATIC DOOR OPERATION HC & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON (� ACCESSIBLE INGRESS / EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 FXB.A FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FXB-K FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXO-A FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE '2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FXC.K FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE 'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) 1 ADDENDUM 1- PERMIT REVIEW 9/D1T71ATE8 1 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA IGO Pads AG. Smte700 Washington 98502 2536275599 BLRB com CODE COMPLIANCE PLAN PHASES 1 & 2, 1ST FLR Date 10.01.2018 Stamp 5932 REGISTERED ARC TE2zf1 EE A 1 LS ATE�OE WASHINGTON GTON Drew' By Author Project No 16.08 Sheet No PH2.11 or BLRB ARCHITECTS, P S 2 3 4 5 6 7 8 CODE COMPLIANCE LEGEND A B D E F H K %94414124 SOCIAL STUDIES 826 SF SOCIAL STUDIES 809 SF / 42 1). ->) SOCIAL STUDIES 834 SF SOCIAL STUDIES 850 SF ENGLISH AS A SECOND LANGUAGE 868 SF LANGUAGE ARTS 835 SF LANGUAGE ARTS 818 SF 11/,1i.; LANGUAGE ARTS 818 SF Li! LANGUAGE ART 839 SF COMPUTERLAB 890 LLi cus OFFICE 169 SF ,T) MEN .t J WOMEN LANGUAGE ARTS 593 SF 2ND FLOOR PHASE 1 & 2 - EGRESS PLAN 1118, 140149 FULL SIZE _ L[OL I I _ri LJ_ -, HOME AND FAMILY 1458 SF - PP-11 •FFTC OFF C 121 SF FOREIGN LANGUAGE 800 SF VORKRdOM 558 SF FFIIi LIBRARY 3793 SF I 76 < OUTDOOR LEARNING COURTYARD BELOW A0— EXIT NUMBER 00- -- EXIT OCCUPANT LOAD oo EXIT NO. & EXIT LOADING EXIT SIGN LOADING LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20WIDE PUBLIC WAY GTO- 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH 4t 250' L EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK/ HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE RECEIVED CITY OF TUKWILA OCT 09 MB PERMIT CENTER El DRINKING FOUNTAIN 0 SMOKE PROTECTED DOOR SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 I EMDR ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FIRE ALARM CONTROL PANEL RAC PI I KNOXI I m.0.1 (9, EMERGENCY KNOX BOX MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) EXIT DEVICE HC AUTOMATIC DOOR OPERATION 010 HC & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON ACCESSIBLE INGRESS / EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 sxs.4 FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE '2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE 'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXC-A FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE '2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FXO-K FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE 'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXB-K Nu,l,BER ADDENDUM 1 -,9,:1ZAIRT,47,1NEW 9/17/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA ' 128/8444Aue Smt)703 Wasturgton WC) ZS) 6275599 BLAB 0010 DrawIng Tttle CODE COMPLIANCE PLAN PHASES 1 & 2 - 2ND FLR D'e 10.01.2018 Dr"n By Author Revised 1 PM., No 16.08 Stamp Sheet No ''3' —REGISTERED 1 ARC,DEFECT 4/011r.,> PH2x 1.2 \ LEE RA70OND reNTON \ STATE OF WASHINGTON 01 BLRB ARCHITECTS, P S � I I 4 5 6 7 8 CODE COMPLIANCE LEGEND A B C D E F G H K FIRE 618-}--'I'I-i 5s1_ SCIENCE STUDIO - ' k -{--i,_z ] 128 1346 SF ---- full ©, 0;1 SCIENCE STUDIO 127 1346 SF i©'i !G1 'O CLASSROOM 122 960 SF CLASSROOM 121 960 SF CLASSROOM 120 960 SF y Y 48 I TESTINGIISS 271 SF OFFICE 1 14-_J- 168 SF 1,, OFFICE II 166 SF STOR 92 SF PRINCIPAL 240 SF L3 )L OFFICE 161 SF 3_ 11 CONF/ '.?.OFFICE 11ii 160 SF ]z-} OFFICE 160 SF I �1 MAIL RR - RR. Si- OFFICE 23 SF COMPUTER LAB 901 SF 1'>I • 1 WOMEN'S MEC 50S WORK FOR ROOF AND VESTIBULE TO BE COMPLETED PRIOR TO / RETURN TO CLASSES IN THE FALL OF 2019----- 1ST FLOOR PHASE 4 - EGRESS PLAN ® i 1716' 1'-0'@ FULL SIZE A 283 1 LEARNING COMMONS 145 908 SF t, I SPECIAL I,�-- EDUCATION 150 841 SF EARNING ROOM#1 STUDIO 907 SF __ CORRIDOR IF ALTERNATE A2 ""J y IS USED OFFICE`. - !TIN 59 L 1161 151 SF 94 SE JFFIC \ COUNS SEC r2,, . FFICE ART STUDIO 140 1462 SF NOT USED IF ALTERNATE A2 IS USED o -AUDITORIUM 5234 SF 3071 SF STUDIO PERFORMANCE ,' 315 2365 SF MEN'S— 213.` 6' D SSING- B17 TOR FIRE "PRINKLER 33 DRYING,-'-0 1S ACTIC -1 416 1-----.4206 F- -{-- -. ,-- )--i 411 J---- MAIN GYMNASIUM 11445 SF -L817 GYM STOR 27 - --, 226 SF L23 iJ I MEN'S P.E. 1154 SF li 3 -<44 47 I_'= 480 GYM STOR 226 SF STORAGE 205 SF WOMEN'S TEAM 816 SF STORAG 205.SF FFIC L� FOOD ERVICE 312C 130 SF 0 EXIT NUMBER 00a--------'- EXITOCCUPANT LOAD _/ l on — EXIT NO. & EXIT LOADING EXIT SIGN LOADING LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH r 250' L EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: 00� I8I WEIGHT TRAINING (ALTERNATE) 315 3377 SF -7s7 - 55 -- o A 3 F_I SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK / HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE \ AA VA s11 31 i2A 6368 SF AUXILIARY GYMNASIUM USED AS COMMONS 312 6842 SF 456 I W ----/4s2 / o.:. 231 City c4 Tuk2''09 RECEIVED CITY OF TUKWILA OC C 09 2918 PERMIT CENTER FXC-K FACPI I KNOX] I M.O. I ED DRINKING FOUNTAIN Os SMOKE PROTECTED DOOR SMOKE BARRIER S i REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 IEMOR ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FIRE ALARM CONTROL PANEL EMERGENCY KNOX BOX MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) EXIT DEVICE HC AUTOMATIC DOOR OPERATION 1-® He & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON ACCESSIBLE INGRESS/EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 MBA FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXC-A FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE 'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXB-K 1 ADDENDUM 1- PERMIT REVIEW 9/17/18 , NUMBER 1 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District -Washington 98402 CASs, BLRB.corr, CODE COMPLIANCE PLAN PHASE 4, 1ST FLOOR od1e 10.01.2018 8932 REGISTERED Y OND F�� LEE STATE.' AS INGTON StniEOf WASHINGTON Draws BY: Author BLRB ARCHITECTS, P.S. CODE COMPLIANCE LEGEND LEARNING STUDIO III SOCIAL STUDIES 826 SF 141 1->--, SOCIAL STUDIES 809 SF 41 t-} q?t-> I1 SOCIAL STUDIES 834 SF LANGUAGE ARTS 835 SF I a2 LANGUAGE ARTS 818 SF LANGUAGE ARTS 818 SF 141J L4r LANGUAGE ARTS 839 SF 4J BOOK III'I STORAGE 410 SF LEARNING STUDIO D11.111 ,zasl,i!.CTII� SOCIAL STUDIES 850 SF i 43 F - _43 }-- ENGLISH AS A SECOND LANGUAGE 868 SF OFFICE 169 SF MENS RR —11;li 'WOMENS, RR k OIK OILEI ...L.,..I O FILE 110 7 SF T OFFICE 208 169 SF, SECURITY 209 90S LEARNING STUDIO LEARNING STUDIO -'I. HOME AND FAMILY 1458 SF zs I VIDEO ` STUDI INFO 287 SF 95 SF r' _E_{38IJ-__ .- LIBRARY CON-F.-1 291 SF COMMONS BELOW LEARNING STUDIO OUTDOOR LEARNING COURTYARD OUTDOOR LEARNING COURTYARD BELOW LEARNING STUDIO 'OPEN TO CTE / APPLIED LEARNING LAB SCIENCE STUDIO IENGE PREF? SMALL GROUP ( }',SSCIENCE STUDIO LEARNING STUDIO ♦o EXIT NUMBER 00# EXIT OCCUPANT LOAD oo EXIT NO. & EXIT LOADING EXIT SIGN LOADING LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5 EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH t 250' /j LL1L1 I # I EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK / HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE City o`To72'22a BULLING DI'.';_h^ RECEIVED CITY OF TUKWILA OCT 09 Z010 PERMIT CENTER OF DRINKING FOUNTAIN OSMOKE PROTECTED DOOR SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 I EMDR ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FACPI FIRE ALARM CONTROL PANEL I KNOXI M.O.I EMERGENCY KNOX BOX MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) ED EXIT DEVICE HC AUTOMATIC DOOR OPERATION FW xc & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON ACCESSIBLE INGRESS/EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 FXB-A FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'K' EXTINGUISHER PECIAL RD - KITCHEN) FXC-A FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FXB-K FXC-K NUMBER ADDENDUM 1-PERMITREVIEW 9117/18 1 �ESCRI('TION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1050Paceicat. Sui40100 4o hington9 402. 25303939 BLRB.con4 Drawing Ti le: CODE COMPLIANCE PLAN PHASE 4 - 2ND FLOOR Date 0.01.2018 Z \ REGISTERED ARC}JRECT EENTON -. AMU WASHINGTON 1 Drawn B Author Protect No. 16.08 Sheet No. PH2.42 2ND FLOOR PHASE 4 - EGRESS PLAN i/18'= 1'A"@FULLS2E BLRE ARCHITECTS, P.S. _J 4 5 7 8 9 A B GENERAL CODE REQUIREMENTS GOVERNING CODES WAC 51-50 2015 INTERNATIONAL BUILDING CODE (IBC), WAC 51-10 IBC CHAPTER 11, APPENDIX E, SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS AND ICC/ANSI A117,1-2009, AMERICAN NATIONAL STANDARD WAC 51-52 2015 INTERNATIONAL MECHANICAL CODE (IMC) WAC 51-54A 2015 INTERNATIONAL FIRE CODE (IFC) WAC 51-56 2015 UNIFORM PLUMBING CODE (UPC), WAC 51-56, 51-57. WAC 51-11C 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2017 WASHINGTON CITIES ELECTRICAL CODE, NFPA 70, 2017 EDITION 2015 VENTILATION & INDOOR AIR QUALITY CODE (VIAQ), WAC 51-13. 2015 INTERNATIONAL FUEL GAS CODE (IFGC) ZONING DATA PROJECT ADDRESS TAX PARCEL NO. GOVERNING CODE EXISTING ZONING 4242 South 144th Street TUKWILA, WA 98168 152304-9108 AND 152304-9106 TUKW ILA MUNICIPAL CODE - TITLE 18 (TMC) LGR - LOW DENSITY RESIDENTIAL - SCHOOLS ARE ALLOWED AS A CONDITIONAL USE PER TABLE 18-6 SUBJECT TO CHAPTER 18.64 C CLASSIFICATION D E F SETBACKS FRONT (WEST)-S. 42ND AVE, REAR (EAST) - LOT LINE SECOND FRONT (SOUTH) - S. 144TH ST.. SIDE (NORTH) REQUIRED 20 FEET 10 FEET 10 FEET 5 FEET MUM BUILDING HEIGHT BASE ADDITIONAL PER: TOTAL ALLOWABLE 30 FEET PER TMC 18.10 60 (A VARIANCE CAN BE REQUESTED PER TMC 18.72) MAXIMUM LOT COVERAGE BY STRUCTURES N/A (ONLY APPLIES TO RESIDENTIAL STRUCTURES) ACTUAL 47.4 FEET 208 FEET 56 FEET 15 FEET A VARIANCE WAS GRANTED (117-0014) FOR AN INCREASE OF BUIDLING HEIGHT OF 2 FEET, FORA TOTAL BUILDING HEIGHT OF 32 FEET DAIBN,SIKEETuBTONING DATA CALCULATION: TOTAL PARCEL PROTECTED AREAS: TOTAL IMPERVIOUS SURFACE: I SITE: BUILDING: LOT COVERAGE: NONE 330,110 SF 207,636 SF 122,474 GSF MINIMUM PARKING STALLS REQUIRED: REGULAR 1 FOR EACH STAFF MEMBER 2 FOR EVERY 5 STUDENTS OR VISITORS. (PER TMC 18.56 FIGURE 18-7) STAFF= 74 STUDENTS = 940 74 + 2(940)/5 = 450 252 PROVIDED PER L17-0075 ADA PER 2010 ADA STANDARDS & WAC 16.38.120, 252 PARKING SPACES REQUIRE 7 ACCESSIBLE 10 ACCESSIBLE SPACES ARE PROVIDED BUILDING CODE ANALYSIS ALLOWABLE BUILDING HEIGHT AND AREA ANALYSIS SECTION 305.1 OCCUPANCY Use Educational Group'E SECTION 602.2 TABLE 504.3 TABLE 504.4 TABLE 506.2i, ALLOWABLE BUILDING HEIGHTS AND AREAS Group E Educational Type of Construction Type II B Height Limitation 75 Feet Wl FOOTNOTE S ! Story Limitation 1 3 Stories - WI FOOTNOTE S Area Limitation i 43,500 Square Feet W/ FOOTNOTE SM Sprinklering in accordance with IBC SECTION 903.3.1.1 ALLOWABLE AREA DETERMINATION EQUATION 5-2 IBC5002.3 Aa = [At +(NS x If))x Sa where: Aa = Allowable battling area per story At = Tabular allowable area factor (NS, S13R or SM value as applicable) in accordance with Table 506,2 NS - Tabular II bl factor in accordance with Table 506.2 fora non spnnklered b 'M g (regardless of I whether building ip' kl d). I If = Area increa. factor due to frontage (percent) as calculated in accordance with Section 506.3. Sa = Actual number of buildings stories above grade plane not to exceed three. For buildings eq pp d throughout with an automatic sprinkler system installedaccordance with Section 903.3.1,2, use the actual number of bu dling (our. stores above grade plane not to exceed four. IBC 506 3 SECTION 506 AREA MODIFICATION (CALCULATION) FOR BUILDING - A BLDG A Frontage Increase Calculation: (Equation 5-5) If 0.251 (W/30) F=667feet If = L(667/1166) - 025] (30/30)P = 1168 feet If = (0.57 - 025) x 1 W=30 If = 0,32 Allowable Area Calculation: (Equation 5-2) Aa=[At +(NS x If)]x5a At=43,500 SF Aa=[43500+(14,500 x 0.32)] x 2 If=0,32 Aa=[43500+4,640]x2 Sa=2 Ae = 48140 (Allowable Per Floor) x 2 Ae = 96,280 SF ACTUAL: 1st Floor= 43,795 4 48,140 so OK ACTUAL: 2nd Floor = 43,402 4 48,140, so OK ------I TOTAL SF BLDG A e 87197<96280, so OK No individual story shall exceed the allowable area )Aa) as determined by Equation 5-2 using the value of Sa = 1, so maximum area per story - 46140 SF. Allowable Building Area: 48,140 SF/Story x 2 Stories (IBC Table 506.2 modified by IBC 506.2.3) = 96,280 SF IBC 506.3 I SECTION 506 AREA MODIFICATION (CALCULATION) FOR BUILDING -B BLDG B Frontage Increase Calculation (Equation 5-5) If = ((F/P) - 025] (W/30) F = 409 feet I(=[(409/1,343)- 0.25] (30/30) P= 1,343 feet If=(0,30-0.25)x1 W=30 If= 0.05 Allowable Area Calculation: (Equation 5-2) Aa = [At +(NS x If)] x Se At = 43,500 SF Aa= [43,500 + (14,500 x 0.05)) x 2 If =025 Aa= [43,500+725] x2 Sa=2 Aa = 44,225 (Allowable Per Floor) x 2 Aa = 88,450SF ACTUAL: 1st Floor = 43 827 <44,225, so OK ACTUAL: 2nd Floor - 3,236 <44,225, so OK [ TOTAL SF BLDG19 e 47063 < 88459 so OK No individualtheallowable area (Aa) as determined by Equation 5-2 using the value of Sa = 1, so tys d SF all exceed maximum area per Allowable Building Area, 44,225 SF/Story x 2 Stories (IBC Table 506.2 modified by IBC 506 2 3) = 83.450 SE SECTION 506 AREA MODIFICATION (CALCULATION) FOR BUILDING - C BLDG C Frontage Increase Calculation (Equation 5-5) If= [(FM) - 0.25] (W/30) If = [(372/748) - 0,25] (30/30) If=(0.50-025)x1 If = 0,25 Allowable Area Calculation: (Equation 5-2) Aa = [At +(NS x If)] x Sa Aa = [43,500 + (14,500 x 025)] x 1 Aa = [43,500+ 3,625) x Pre =47,125 (Allowable Per Flcor) x 1 Aa = 47,125 SF ACTUAL: 1st Floor = 27,311 < 47,125, so OK F= 372 feet P=748 feet W=30 At = 43,500 SF = 0.31 Sa=1 TOTAL SF BLDG Ce 27.311 e 47125, so OK 60 individual story shall exceed the allowable area (Aa) as detenmined by Equation 5-2 using the value of Sa =1, so maximum area per story = 47,125 SF. Allowable Building Area: 47,125 SF/Story x 1 Stories (IBC Table 5062 modified by IBC 506.26) = 47,125 SF SEPARATION IBC Table 509 1 INCIDENTAL USE Room or Area Separation and/or Protection Furnace Room where any piece of j 1 equipment is over 400,000 BTU/hour hour or provide automatic sprinkler system input Rooms with boilers where the largest piece of equipment is over 15ps1 and 10 horsepower 1 hour or provide automatic sprinkler system Elevator Machine Rooms Per 3005.4, exception 4 where elevator machine rooms do not abut and have no openings to the hoistway enclosure they serve; 1 hour or as required for elevator hoistway, whichever is greater. Automatic -closing doors are not permitted. Laundry Rooms over 100 square feet I 1 hour or provide automatic sprinkler system IBC 5094.2 NONFIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) Where Table 509 permits an automatic fire -extinguishing system without a fire barrier, the incidental use shall be separated from the remainder of the building by construction capable of resisting the passage of smoke_ CONSTRUCTIONTYPE II B IBC 602,2 NON -RATED FULLY SPRINKLERED Types I and II construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603 and elsewhere in this code. IBC Table601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) Building Element Type II B (Hours) Primary Structural Frame Bearing Walls: Exterior -e f Interior Nonbearing Walls and partitions: Exterior 0 See Table 602 Nonbearing Walls and partitions: infarct Floor Construction and associated secondary members (see Section 202) 0 Roof construction and associated secondary members (see Section 202) not less than the fire -resistance rating based on the fire separation distance (see Table 602) f, not less than the fire resistance rating as referenced in Section 704.10. MEANS OF EGRESS IBC 1005.3 I MINIMUM REQUIRED EGRESS WIDTH IBC 1005.3.1 STAIRWAYS _--_ The total width of means of egress in inches shall not be less than the total occupant bad served by the means of egress multiplied by 03 inch per occupant for stairways and 0,2 inches per occupant for other egress components. Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity to less than 50 percent of the required capacity. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used to calculating the required capacity of the stairways serving that story, EXCEPTION For other than Groups H andl2 occupancies, the capacity, h f means of egress stairwayshall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity of 02 inch (5,1 ram) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903/3/1/2 and an emergency voice/alarm communication system in accordance with Section 907522. IB_C1005.3.2 OTHER EGRESS COMPONENTS The capacity, inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (51 min) per occupant. IBC 10101.1 SIZE OF DOORS The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear width of 32 inches. Clear opening of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Where the section requires a minimum clear width of 32 inches and a door opening includes two door leaves without a mullion one leaf shall provide a clear opening width of 32 inches. The maximum width of a swinging door leaf shall be 48 inches nominal. 18C 1010.1.10 PANIC AND FIRE EXIT HARDWARE Doors serving a Group H occupancy and doors serving rooms or spaces with an occupant load of 50 or more in Group A or E occupancy shall not be provided with a latch or lock other than panic hardware or ire exit hardware. Exception: 1,A main exit of a Group A occupancy shall be permitted to be locking in accordance with Section 1010.1.9.3 Item 2. 2. Doors serving a G cup A or E occupancy shall! be permitted to be electromagnetically locked in accordan. withSection 1010.1.9.9. Electrical rooms with equipment rated 1200 amperes or more and over 6 feet wide that contain overcurrent devices, switching devices, or control devices with exit or exit access doors shall be equipped with panic hardware or fire exit hardware. The doors shall swing in the direction of egress travel. IBC 1011,13 1 GUARDS Guards shall be provided along stairways and landings where required by Section 1015 and shall be constructed in accordance with Section 1015. Where the roof hatch opening providing the required access is located within 10 feet of the roof edge, such roof access or roof edge shall be protected by guards installed in accordance with Section 1015, Exceptions per 1015.2 Where Required: Guards are not required for the following locations: 1. On the loading side of loading docks or piers. 2. On the audience side of stages and raised platforms including steps leading up to the stage and raised platforms 3. On rased stage and platform floor areas such as runways ramps and side stages used for entertainment 4r At vertical openings in the performance area of stages and platforms. 5 At elevated walking surfaces appurtenant to stages and platforms for access to and unitization of special lighting and equipment. 6Along vehicle service pits not accessible to the public, 7. In assembly seating areas at cross aisles 'n accordance with Section 1029.16.2 IBC Table 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE FLOOR AREA MSQ. FT/OCC. Accessory storage areas, mechanical equipment MOM 300 gross Assembly without fixed seats: Concentrated (chairs only - not fixed) Standing Space Unconcentrated (tables and chairs) 'I 7net 5 net 15 net Business Areas 100 gross Educational Classroom Area Shops and other vocational room areas Kitchen, commercial I r- -----_ 20 net 50 net ' 200 gross Library Reading Rooms Stack Area 50 net 100 gross Stages and Platforms 15 net EXIT AND EXIT ACCESS DOORWAYS BC Table 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY - MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE That portion of exist access which the occupants are requited to traverse before two separate and distinct paths of egress travel to two exits are available. Paths that merge are common paths of travel. Common paths of egress travel shall be included within the permitted travel distance. OCCUPANCY MAX. OCCUPANT LOAD Group "E" UM COMMON PATH OF EGRESS TRAVEL DISTANCE 49 75 FEET W/ SPRINKLERS IBC 1004.1.1.3 ADJACENT STORIES Other than for the egress components designed for convergence in accordance with Section 1005.6. the occupant load from separate stories shall not be added, NO egress components designed for convergence are planned. NUMBER OF EXITS AND EXIT CONFIGURATION IBC Table 1006.3.1 I MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY OCCUPANT LOAD (PERSONS PER STORY) MINIMUM NUMBER OF EXITS (PER STORY) 1.500 2 501-1000 More than 1000 4 IBC 1007.1.1 SPACES WITH TWO EXITS OR EXIT ACCESS DOORWAYS Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not Tess than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them. Exception 2: Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903 3.1,1 or 903,3.1.2, the separation distance shall be not less than 1/3 of the length of the maximum overall diagonal dimension of the area served. The building will be equipped with an automatic sprinkler system. IBC Table 1012.2 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FEET) 250 CORRIDORS IBC Table 1020.1 CORRIDOR FIRE -RESISTANCE RATING r OCCUPANT LOAD SERVED OCCUPANCY BY CORRIDOR REQUIRED FIRE -RESISTANCE RATING (HOURS) I Group"E" '', Greater than 30 0 (with Sprinkler System) IBC 1020.2 WIDTH AND CAPACITY The required capacity of corridors shall be determined not less than that specified in Table 1020.2. IBC 1020.4 penitent in Section 1005.1, but the mini DEAD ENOS idth shall be Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20 feet in length. Exceptions: 2. In occupancies in Group E, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead end corridors shall not exceed 50 feet. PLUMBING FIXTURES REQUIRED Washington State Amendments MINIMUM PLUMBING FIXTURES 8 IBC Table 2902.1 TYPE OF BUILDING OR OCCUPANCY WATER CLOSETS LAVATORIES (FIXTURES PER PERSON) (FIXTURES PER PERSON) , MALE FEMALE MALE FEMALE Group 'E" At areas (35 1:25 1,85 1:50 Drinking Fountains (2902,5) One for the first 150 occupants then one per each 088101al 500 . Where urinals are provided, one water closet less than the number specified may be provided for each unnal installed, except the number of water closets in such cases shall not be reduced to less than one quader (25%) of the minimum specified, For men's facilities serving 26 or more persons not less than one urinal shall be provided. 2. For Group E occupancies use 100 square feet per occupant for the minimum number of plumbing fixtures. PROVIDED TYPE OF BUILDING OR OCCUPANCY WATER CLOSETS LAVATORIES (FIXTURES PROVIDED) (FIXTURES PROVIDED) MALE FEMALE UNISEX MALE FEMALE 1 UNISEX Group "E" All areas Drinking Fountains" (2802.51) 42 (23 req'd) 38 (32 req'd) 8 122 (10 req'd) 24 (16 req'd) 1 9 cc(5 req'd) for 1658 OCCUPANTS (1 per 1st 150 oupants 1 per each additional 500) Water Bottle Filling Stations"- (2902.5.4) 2 (2 req. d-1 per floor) required bottle filling0 fountains shall beprovidedoccupants *Drineach ingfloor least one a located 0 sta4rAtions 30 occupants stet ins shall 0 lA117, n accordance with each flo is having In auditoriums, dormitories, dtorums 52 [ 543) ICC A1171 'n theaters, theaters officestlpublicbuildings (290254.3) Occupant Load for Plumbing Fixture Counts Number of Occupants (Students, staff, visitors): = 161,571 SF / 100 SF per Occupant =1616 Total Occupants = 1616 Occupants 12 (12 male, 1/2 female) e 808 Male & 808 Female Occupants SEISMIC JOINT --- SEISMIC JOINT 2-Hit WALL SEISMIC JOINT BLDG. A - CLASSROOM ADDITION 43,795 SQUARE FEET 4- - SEISMIC JOINT 2-Hit WALL & `-SEISMIC JOINT II. BL 6.141 PERFORMINGA -)r- CENTER/COMMONS k, 43,827 SQUARE FEET 2-Hit WA CODE BUILDING AREAS - 1ST FLOOR _..._ 1164"=140°@FULL SIZE SEISMIC JOINT-. 2-Hit WALL @LDG, AJ, 0LAsSR0006DOR1ON ➢,4020805 5925614600 0 B3,23 B - O S SQUARE E FEET-, 3,236 GROSS SQUARE FEET) COMMONS ROOF r 2-HR WALL BLDG. C -EXISTING GYM/'., ►, AUX. GYM ADDITION 27,31150UAREFEET ; - 2 HR FIRE SEISMIC - SEISMIC JOINT 2-Hit WAIL & SEISMIC JOINT CODE BUILDING AREAS - 2ND FLOOR t((/4"=1'-0'@FULL SIZE CODE/PLANNING ACTIONS ACTION 8 DATE: xxx xx 2016-xxx RECEIVED CITY OF TUKWILA OCT 09 22;a `NUMBER DESCRIPTION ; DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA I)50P f A Isite100 Wash 91on 1045) BLRB,com Drawing Title: CODE COMPLIANCE TABLE SUMMARY oats 10.01.2018 Drawn By: Author Protect No, 16.08 -. ... Stamp Sheet No ,\932 REGISTERED 'JIIJ'/ sipARCf TEC I ACO s O LEE RAl'M0N0 F"ENTCN 1 STATE of WASHINGTOH3 � of PERMIT CENTER BLRB ARCHITECTS, P S. 2 3 4 5 6 7 8 9 A B D F G K R., SCHEDULE - OCCUPANT LOAD - 1ST FLOOR ACADEMIC WING ROOM 1 # , , ROOM NAME 1 FUNCTION OF SPACE AREA OCC. LOAD FACTOR NUMBER OF OCCUPANTS 199-----trrr-------ESTBALE)IZ----------------------------- 664 e=giilt 9042lSF NotPaced 100 SF 0 SF 91 110013 :ELEVATOR LOBBY ACCESSORY SPACE Not Placed OSF 1 1100C IRA. ACCESSORY SPACE N'ott PPI'ared N OSd°SF F 101 i RECEPTION/ VVAITING AREA i BUSINESS AREAS NB co t, P1 ae co ee dd 0, s 1, Oo 00 SF F 102 :RECEPTION [102A 'WAITING AREA ,BUSINESS AREAS Not Placed 100SF 103 !PRINCIPAL 104 [DTJSINESS AREAS CONT/OFFICE l ASSEMBLY WITikiiiTTREESTAT UNCONCENTRATED (TABLES AND CHAIRS) Not Placed Not Placed 10007 15 SF 104A ' CONF/OFFICE lASSEMBLY WITHOUT FIXED SEAT: UNCONCENTRATED (TABLES AND CHAIRS) Not Placed 15 SF r."[-AIrifAL-.--..--i%j==S.------ i OFFICE B S Not Placed 100 SF Not Placed 1100 SF 1 107A MAIL ROOM I BUSINESS AREAS 1 Not Placed [100 SF 1 [I 'a1r9-G--------------AlrRY 107 i01E --- ------ - :PZE AgERPE Not Placed 0 SF 1 Not Placed 10 SF 1 , 108 TESTING !ISS EDUCATIONAL: CLASSROOM AREA Not Placed 120 SF I 109 710 110 OFFICE ELEVATORMECHANICAL ROOM MECH BUSINESS AREAS Not Placed Not Placed Not Placed 100 SF 300 SF 300 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 111 CORRIDOR ACCESSORY SPACE Not Placed 0 SF [11114 1118 STAFRESTROOM ACCESSORY SPACE Not Paced Not Placed 0 SF 0 SF I 1 sTAFFBsTR... ACCESSORY SPACE ,1110 JANITOR CLOSET ACCESSORY SPACE I Not Placed 0 SF 1112 WORK ROOM BASINESSARHAS l Not Placed 100 SF 113 NURSE IN5ST870NALAREAS: OUPAT1ENT AREAS I Not Placed 100 SF ,1138 1:713C RESTROOM ACCESSORY SPACE 1 Not Placed I- Not Placed 0 SF OSF CLOSET ACCESSORY SPACE 1114 HALL ACCESSORY SPACE , Not Placed 0 SF 115 HALL.. ACCESSORY SPACE , Not Placed ACCESSORY SPACE -Not Placed 0 SF 0 SF 116 cBs s s 116A VESTIBULE ACCESSORY SPACE 1 Not Placed ACCESSORY SPACE , Not Placed 0 SF 0 SF 1,1.,06B0, VEsTeSTRIBULE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF 116E 117 OR ACCESSORY STORAGE AREAS. MECHANICAL EQUIPMENT ROOM Not Placed 300 SF HALLST ACCESSORY SPACE Not Placed OAF 117A VESTIBULE ACCESSORY SPACE 84 SF OAF 18 1118A HALL ACCESSORY SPACE Not Placed 0 SF VESTIBULE ACCESSORY SPACE Not Placed OAF 119 lACCESSORY SPACE NB:I, Pplaeredd 020SsFF 1120 LHALL 'EDUCATIONAL: CLASSROOM AREA EAEABION:NGG SsTTUBDsliOs 1121 [EDUCATIONAL: CLASSROOM AREA LLEARNING NN: Prol'acceedd 2007 20 SF r122 STUDIO IEDUCATIONAL CLASSROOM AREA ,123 LEARNING COMMONS I EDUCATIONAL CLASSROOM AREA NBoott Perceedd 2200 SsFF 1103A 1123B STAFF/ TEAM ROOM [EDUCATIONAL: CLASSROOM AREA k SMALL GROUP ;EDUCATIONAL CLASSROOM AREA I Not Placed 20 SF [ 1124 1125 MEN ACCESSORY SPACE 1 Not Placed Not Placed 0 SF OSF WOMEN ACCESSORY SPACE 1126 1126A SCIENCE STUDIO ,EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS 1 Not Placed SCIENCE SUPPORT l ACCESSORY SPACE Not Placed 50 SF OSF 1127 SCIENCE STUDIO I EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Nool Pplaacceedd 050sSFF 127A SCIENCE SUPPORT ACCESSORY SPACE B 1128 SCIENCE STUDIO EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS I Not Placed 50 SF [129 CUSTODIAN ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM I Not Placed 300 SF 030 LEARNING STUDIO EDUCATIONAL: CLASSROOM AREA Not P az ee d ci BoLs 2o 20:FF 131 LEARNING STUDIO •__I EDUCATIONAL CLASSROOM AREA 1132 133 LLEAEARBNNIINNGs SsLUDDI,00 EDUCATIONAL CLASSROOM AREA i Not Placed il Not Placed 20 SF 20 SF !EDUCATIONAL CLASSROOM AREA 134 1.L.[CsLALASBSROBOoMm AARBEAEA NfLGB SBTTUBDs1,00 1, NNIt PacedPaced 2200 sSFF 135 LLEAEABRNB =F0,,[LBB .„..... 1136 [137 CTE/ APPLIED LEARNING LABIEDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed Not Placed 50 SF --1 SCIENCE scum EDUCATIONAL: sHoPo AND OTHER VOCATIONAL ROOM AREAS 50 SF :aE 1376 TSMALL [1378 SCIENCE STUDIO EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed 50 SF GROUP EDUCATIONAL CLASSROOM AREA N: pPted 0s ed20SFE B SCIENCE PREP ACCESSORY SPACE 138 139 SCIENCE STUDIO EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed 150 SF CTE APPLIED LEARNING LAB EDUCATIONAL: CLASSROOM AREA Not Placed 120 SF 140 POTTERY 1 ART ROOM EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS 889793050 150 SF 140A ART STUDIO AND OTHER VOCATIONAL ROOM AREAS 1470 SF 150 SP Placed 1.0 SF 30 [1[ 40B KILNNot AEsDsUsCsAsTlORNTSPACEALSllOPS o J4' _ C 140D CARTS ACCESSORY SPACE Not Placed 19.. SF Not Placed 1100 SF OFFICE/ STORAGE BUSINESS AREAS 141 WOMEN ACCESSORY SPACE Not Placed , 0 SF ,1-472 1143 ELEC IDE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM (none) Not Placed :300 SF Not Placed 1 114445 MEN ACCESSORY SPACE Not Placed 10 SF RESTROOM lACCESSORY SPACE Not Placed 10 SF 145A HW [ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF 146 SMALL GROUP EDUCATIONAL, CLASSROOM AREA Not Placed 20 SF 147 LEARNING COMMONS EDUCATIONAL CLASSROOM AREA Not Placed 20 SF 147A 148 'SPECIAL GROUP EDUCATIONAL: CLASSROOM AREA Not Placed 20 SF EDUCATION EDUCATIONAL CLASSROOM AREA Not Placed 20 SF 148A 1488 DRESSING ROOM HW LOCKER ROOMS Not Placed Not Placed 50 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 SF 100 SF 149 ATTENDANCE/ WAITING AREA BUSINESS AREAS Not Placed 150 SPECIAL EDUCATION EDUCATIONAL CLASSROOM AREA d N: Pi,: 20 SF 2007 151 _1_ LEARNING STUDIO ,EDUCATIONAL CLASSROOM AREA Bsre d 152 153 RECEPTION/WAITING :BUSINESS AREAS [ Not Placed 100 SF HALL ----cc-- HALL , ACCESSORY SPACE 1411 HALL :ACCESSORY SPACE PPlIrceedd 11,----------- [---[---[ [156 ..----l[Zo: [157 OFFICE [ BUSINESS AREAS i Not Placed 100 SF 158 ri 59 !,13 ITIN , BUSINESS AREAS , N0603a0ed 1100 SF OFFICE rBUSINESS AR S ITIN i BUSINESS AREAS N0IPISU0O i 100 SF 1161 ITIN BUSINESS AREAS 182 181BUSINESS AREAS 1 Not Placed i 100 SF 163 FILES BUSINESS AREAS Not Placed 1100 SF , -- 163 RESTROOM ACCESSORY SPACE 164 OFFICE BUSINESS AREAS Not Placed 0 SF 165 RESTROOM — ACCESSORY SPACE — 166 167 168 OFFICE IBUSINESS AREAS Not Placed 100 SF ... ITIN IBUSINES[BAREAT No9Paoed OFFICE 10087 1169 OFFICE O_OSINESS AREAS i Not Placed 100 SF , 186 1DF 1(none) 1 Not Placed j l SCHEDULE - OCCUPANT LOAD - 1ST FLOOR ACTIVITY WING SCHEDULE - OCCUPANT LOAD - 2ND FLOOR ROOM # ROOM NAME . , . , FUNCTION OF SPACE 1 AREA OCC. LOAD FACTOR NUMBER OF OCCUPANTS Room 1 Number 1 Room Name Function Of Space Area Occupant Load 1 Number of Factor 1 Occupants 09 FIXED SEAT: UNCONCENTRATED (TABLES AND CHAIRS) ir_ No,tilo,lasoeF d 95sSFF 200 i LIBRARY LIBRARY: READING ROOMS Not Placed 50 SF 300A ENTRY VESTIBULE sITHsATET ACCESSOLYRYW 200A i MDF BUSINESS AREAS Not Placed 100 SF 130013 . VESTIBULE ACCESSORY SPACE Not Placed 0 SF , 2008 1 CONF. ASSEMBLY WITHOUT FIXED SEAT UNCONCENTRATED (TABLES AND CHAIRS) Not Placed rl 5 SF IL [ 3008 VESTIBULE [ACCESSORY SPACE dd NN'ott PP:: °2 1200C i CONF. AASsSsEsMssBoLYRBWBT0HAOsUET FIXED SEAT, UNCONCENTRATED (TABLES AND CHAIRS) NBoot, Ppl,a0c0eed,, [015BSFF 300C STALL 1 1KITCHENS, COMMERICAL re OSOFSF r2OOD TF-OYER [ 3000 STALL 2 KITCHENS, COMMERICAL ] : NN oott Ps I, a9 ee dd 22 02 00 Ss FF 1200E IOFFICE BUSINESS AREAS Not Placed 1100 SF 0 300D STALL 2 _ 0c KITCHENS, COMMERICAL 12007 :WORKROOM BUSINESS AREAS Not Placed 10007 300E STALL 3 'KITCHENS, COMMERICAL I Not Placed 200 SF 1200G [TOILET _... ACCESSORY SPACE No9 P9aoe4 DSP 33 0,, 00 : 3 STALLs0L,. 1KITCHENS, COMMERICAL !.190t, PB:a0cceedd 21050s7 1201 i CAREER CE ER ASSEMBLY WITHOUT FIXED S T: UNCONCENT D (TABLES AND CHAIRS) Not Raced 115 SF , KITCHEN ASSEMBLY WITHOUT FIXED SEAT: UNCONCENTRATED (TABLES AND CHAIRS) , 1201A OCE BUSINESS AREAS Not Placed 4100 SF : 301 MEN ACCESSORY SPACE Not Placed 0 SF B1 RE iFss 1 s ACCESSORY SPACE Not Placed 10 SF 302CES RYSPAC: NotPliad OSF 203 BALCONY ACCESSORY SPACE Not Placed :i---- TOGE 303 CORRIDOR AssssrBTssAsN,ts,redosF 1204 [ HALL °Not APA E CC CC EE SS SS 'FR YY SLL Placed [0 SF l 304 HALL ACCESSORY SPACE Not Placed 0 SF 1204A PIPA A O SPACEC Not Placed Jo SF . 305ST°RAGE ACCESSORYSTORAGE AREASMECHANICAL EQUIPMENT ROOM Not PI cad 300 SF 205 HALL ACCESSORY SPACE Not Placed [0 SF 1-: 306 MA1NGYMNAS1UM ABsE.sLTw0.FsssEATsNot Placed 205 HALL SPACEspAcE Not Placed , 0 SF 3066 G STORAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF HALL 205ANot TrAkccccEEssssooRRyy Placed 10 SF : 3008 OAGE AACcessESBSs0RYy SsisA0s1RAEGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300SF1 206 1 HALL ACCESSORY SPACE Not PacedToSF [-ll 3090 ISSTAIR 0B62 SF 0 SF 207 I CORRIDOR !ACCESSORY SPACE Not Placed 10 SF 306D 1MECHANICAL ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 205 SF 300 SF 1 208 i OFFICE 1BUSINESS AREAS Not Placed 1100 SF I 307 i MEN'S LOCKERS LOCKER ROOMS Not Placed 1_50 SF 209 J SECURITY 1BUSINESS AREAS Not Placed 100 SF • 307A [VESTIBULE ACCESSORY SPACE Not Placed [0 SF 210 I OFFICE LOUSINESS AREAS 6 609 73084 100 SF 3078 :TOILET ACCESSORY SPACE Not Placed , 0 SF 211 STAFF LOUNGE lASSEMBLY WITHOUT FIXED SEAT: UNCONCENTRATED (TABLES AND CHAIRS) Not Placed 15 SF 3070 :SHOWERS ACCESSORY SPACE NI‘l'ott 'Pl'aCceded 1l3?0SOFSF 211A ITCHEN i KITCHENS, COMMERICAL Not Placed 200 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 212 P0708 lACCESSORY SPACE 307D [TOILET ACCESSORY SPACE 77 SF SF 1212 HALL lACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM NNol PPl'acceded 3°0SOFSF 307E iCOACH BUSINESS AREAS .10 Not Placed [100 SF I 2106 RESTROOM SPACE IACCESS°Not Placed 0 SF aiSINESS AREAS Not Placed 1'100 SF 1212C RESTROOM IACCESSORRY Y SPACEACE Not Placed 0 SF 307G iTOILET ACCESSORY SPACE Not Placed 10 SF 213 WH ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF 307H I MONO TEAM ROOM EXERCISE ROOM Not Placed r50 SF 1214 LEARNING STUDIO 1EDUCATIONAL: CLASSROOM AREA Not Placed 20 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 1300 SF l214A STORAGE ',ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF 307K I MENS SHOWERSNot ROOMSB0os Placed 150 SF , 1215 LEARNING STUDIO I IEDUCATIONAL CLASSROOM AREA Not Placed 20 SF 1 308 ,IL,00,KB:RB WOMEN'SLOCKERS Not Placed .1 50 SF BOOK STORAGE 'LIBRARY: STACK AREA Not Pla d 100 SF 1 308A [VESTIBULE IACCESSORY SPACE Not Placed 10 SF lz LEARNING STUDIO ,EDUCATIONAL CLASSROOM AREA 90978084 20 SF 3088 !TOILET lACCESSORY SPACE Not Placed 10 SF L 121 7 LEARNING STUDIO 1EDUCATIONAL: CLASSROOM AREA Not Placed 20 SF 0630 1SHOWERS 'ACCESSORY SPACE Not Placed DSP 218 LEARNING STUDIO ..rDUCATIONAL: CLASSROOM AREA Not Placed 20 SF I 308D , OFFICE ;BUSINESS AREAS Not Placed 1100 SF 219 I ILOARNIN000MM585 IEDUCATIONAL CLASSROOM AREA Not Placed 20 SF I iiiig 1 COACH T8USINESS AREAS Not Placed 1100 SF 219A SMALL GROUP lASSEMBLY WITHOUT FIXED SEAT: UNCONCENTRATED (TABLES AND CHAIRS) Not Placed 15 SF ! 308F [TOILET IACCESSORY SPACE Not Placed JO SF 12198 CUSTJELEC. !ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 1300 SF 3086 [TOILET lACCESSORY SPACE Not Placed , 0 SF 220 MEN ACCESSORY SPACE Not Placed 10 SF 30311 1VVOMEN'S TEAM ROOM EXERCISE ROOM Not Placed l[R.F „ 221 WOMEN ACCESSORY SPACE Not Placed JO SF 3081 'STORAGE lACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 909798084 300 SF [2222, ALCOVE CCESSORY SPACE Not Placed 10 SF 308J ,VESTIBULE !ACCESSORY SPACE Not Placed 10 SF _H 2 LEARNING COMMONS 0050ATIDNAL 09,AS0000MAROA Not Placed 120 SF 308K l WOMEN'S SHOWERS I LOCKER ROOMS Niot ined 50 SF 223A TEAM STAFF DUCATIONAL CLASSROOM AREANot Placed 20 SF TRAINING !EXERCISE ROOM Not Placed I 60 SF 2238 SMALL GROUP EDUCATIONAL CLASSROOM AREA Not Placed 20 SF [309A ,VESTIBULE i ACCESSORY SPACE Not Placed , 0 SF 224 LEARNING STUDIO E000ATIONAL CLASSROOM AREA Not Placed 20 SF 3096 i VESTIBULE :ACCESSORY SPACE NB:: Ppl,a9ccede„ 1225 LLEAEARRNNINNGG SSTTUUDDII°0 D DUCAlIONAL CLASSROOM AREA Not Placed 20 SF 1 310 l LAUNDRY i ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM _i030SoFss [2-26 DUCATIONAL CLASSROOM AREA N. Placed 20 SF 311A 'TEAM ROOM 'EXERCISE ROOM Not Placed 150 SF 227 LEARNING STUDIO EDUCATIONAL: CLASSROOM AREA Not Placed 20 SF [ 311 B [TEAM ROOM 1EXERCISE ROOM Not Placed 50 SF 228 LEARNING STUDIO ,EDUCATIONAL CLASSROOM AREA Not Placed 120 SF 312 AUXILIARY GYMNASIUM 1EXERCISE ROOM j Not Placed SOSF 229 LEARNING STUDIO l EDUCATIONAL CLASSROOM AREA Not Placed 120 SF 312 GYM i ASSEMBLY WITHOUT FIXED SEAT: CONCENTRATED (CHAIRS ONLY - NOT FIXED) Not Placed 17 SF 230 LEARNING STUDIO l EDUCATIONAL: CLASSROOM AREA Not Placed DOOP ,i2[A_ 1ABTUBXIBALLBIABRY 'ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 1[305-5-0 231 LEARNING STUDIO I EDUCATIONAL: CLASSROOM AREA Not Placed 120 SF 3T.02s TTO0RA8 IS0EE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM NNo0t, Pi01,a9:0001 Iro0o SsF0 232 LEARNING STUDIO I EDUCATIONAL, CLASSROOM AREA Not Placed 20 SF AG5 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 233 LEARNING STUDIO lEDUCATIONAL CLASSROOM AREA Not Placed 120 SF 313 l VESTIBULE ACCESSORY SPACE Not Placed Ol SF 234 .TC[TE/ APPLIED LEARNING LAB 'EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS i Not Placed :50 SF 313[All- I SECURITY ifilDSINESS AREAS Not Placed 1100 SF 235 I SCIENCE STUDIO [EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed , 50 SF 314 ;TICKETS MERCAN(7ILE: BASEMENT AND GRADE FLOOR AREAS Not Placed i 30 SF 235A SMALL GROUP IEDUCATIONAL CLASSROOM AREA Not Pieced 20 SF 315 I WEIGHT TRAINING EXERCISE ROOM Not Placed l 50 SF 2358 SCIENCE PREP ACCESSORY SPACE Not Placed tO SF 315A I STORAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 1300 SF 236 iSCIENCE STUDIO EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed :50 SF 31513 I OFFICE i BUSINESS AREAS Not Placed 1100 SF 237 !GTE / APPLIED LEARNING LAB EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed i 50 SF [315C [TRAINING ROOM l EXERCISE ROOM Not Placed [50 SF 237 ;FOYER ACCESSORY ACE Not Pllaced 0 SF 316 1STODAN ;ACCESSORY I STORAGEAREAS MECHANICAL EQUIPMENT ROOM NotPlaced 300 SF 3 TMROOM EOUCATINArCLASSROOMAREA Not Paced 20 SF . ,21BOBAL lEDUCATIONAL SHOPS AND OTHER VOCATIONAL 000MAHEAS LNot Placed 50 SF 1239 [WOMEN'S [ACCESSORY SPACE Not Placed 0 SF 317A STOFSSE lACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 1 Not Raced 300 SF i 240 I ELEC ACCESSORY STORAGE AREAS MECHANICAL EQUIPMENT ROOM Not Placed 300 SF 3178 I OFFICE BUSINESS AREAS Not Placed 100 SF , 1241 , ALCOVE J Us Ss 1ENBEBS.SBATRBE As Not Placed 100 SF 318 Not Placed - 100 SF 1242 [MEN'S AB s SPACE 319 1 ND EDUCATIONAL SHOPS AND OTHER VOCATIONAL ROOM AREAS NN oo tt Ps I cc dd 00 Ss FF t243 1TOILET ACCESSORY SPACE NNol PPIZeded 0° SSFF 33 1 99 AB iB‘, RE Y LIBRARY: READING ROOMS ee i 9a. , r , 244 ICTE/ APPLIED LEARNING LAB EDUCATIONAL: SHOPS AND OTHER VOCATIONAL ROOM AREAS Not Placed 50 SF l ,.,B .3 FR BUSINESS AREAS Not Placed 100 SF 1244A [STOR ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM NN oo 1 Ps c, dd 0,, 00 SB FF 3990 STOR ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM NBoott Ppliazdd 3,0000 SsFF . l24413 OFFICE BUSINESS AREAS 0a ee : , ,3 319D STOR ACCESSORY STORAGE AREAS. MECHANICAL EQUIPMENT ROOM -['l :245 LEARNING STUDIO EDUCATIONAL, CLASSROOM AREA Not Placed - 20 SF 320 GOOM DRESSING LOCKER ROOMS NotP1aced50SF 247i HALL ACCESSORY SPACE Redundant 0 SF [ 3A WOMEN ACCESSORY SPACE Boi0,92edosF Room 322 DRESSING LOCKER ROOMS Not Placed 3D SF 247 OFFICE i BUSINESS AREAS Not Placed 100 SF 322A MEN SPACE Not Placed 0 SF [IDE l (none) 323 MAT ROOM EXERCISE ROOM Not Placed l 50 SF OP' 324-----IPF6aCTICE EDuCtifiaigL3-01A3SA015374AriffA--------- Not Placed [20 SF 252 11DF 103one) Not Placed I 325 !STORAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed [300 SF 253 COMMONS I (none) Redundant 326 , STAGE STAGES AND PLATFORM Not Placed [15 SF Room [ 1 326A VESTIBULE ACCESSORY SPACE Not Placed [ 0 SF 326B 1VESTIBULE [ACCESSORY SPACE Not Placed i 0 SF 3260 1SIDE STAGE l STAGES AND PLATFORM Not Placed i 15 SF 327 ,A0C0CneE)SSORY IMF Not Placed 1 328 IWOMENS i ACCESSORY SPACE 402 SF 10 SF 329 I MEN'S [ACCESSORY SPACE 221 SF 0 SF L_ 330 • ATH SEC IBUSINESS[APLEAs NJ' PPI'aCcel '1f0 SFF S f2Att-- ' BYs'N'!!' s Not Placed 100 SF ID: 500P) Not Placed 333333 AUDITORIUM ASSEMBLY WITH FIXED SEATS Not Placed A 3,, LightTTas ,s ACCESSORY SPACE Not Placed ACCESSORY SPACE 314 SF 10 0 SF SF 336 L°NRT.ROL ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF 337 BUSINESS AREAS 184 SF 100 SF 2 •KTIMBERT[--------PLESCRIPTioN ------ •- 1 DATE 337A SOUND BUSINESS AREAS 102 SF 100SF 2DRAWING REVISIONS 338 — TICKETS [ -- MERCANTILE BASEMENT AND GRADE FLOOR AREAS Not Placed 130 SF -AREAS, 'ROOM- - ----------------- -Not 338A 339 STOWAGE KITCHEN ACCESSORY STORAGE MECHANICAL EQUIPMENT. Placeld- Il300[SF KITCHENS, COMMERICAL Not Placed 1200 SF PERMIT SET REVISED 339A OFFICE I BUSINESS AREAS Not Placed 1100 SF 3398 1VVORK/ STORAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF irlc 339C 340 l PREP AREA KITCHENS, COMMERICAL ELECTRICAL------ [ l[ACCESSOm[ STORAGE AREAS, MECHANICAL EQUIPMENT ROOM NB:: Ps:a0oceedd 230,00 SsFF Foster High School .. •. ,.... -• 340A MECHANICAL ,ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM Not Placed 300 SF Modernization and .• 3408 ICL-IANICALROOM__ :ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM478 SF 300 SF 2 Addition _ 342 ELECTRICAL ROOM [—IACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM I NOt Placed 300 SP-------, ------ „„. , 343 FIRE SPRINKLER [ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 1 Not Placed 1390 SF L Tukwila School District i.CP:• :CZ C LC) City of Tu:,,,,,2n '.1MCVNICIESMIIIIIIII TACOMA 99949099948 • Suite7OG 0999979311 EILRBLown . .. . . . • Drawing Title: • CODE COMPLIANCE - ROOM SCHEDULE Ellit.C:rY3 r.,-:',,122^1 Da'e ' 10.01.2018 Drew" 'Y l Author P.jeCt N. 16.08 Stamp Sheet No. , ... ; , •', • . . .. „.„..., ....T. c,.., RECEIVED CITY OF TUKWILA . • . OCT 09 Z018 • ••- • ••• . .. ... ::t 5932 REGISTERED ARC,HIFECT, 1 '4P, 00 --) \ LEE RA MOND FENTON OFVASHINGTON AC2.00 of .. ,.. . .• ... c • " • •••-•••". •••-• ..,..... ,..... .... • . c , . .. .c, . , ,--„ - . ,,. :" "": • -, PERMIT CENTER - , • , BLRB ARCHITECTS, P.S. ... : 2 4 5 6 7 9 A B C D E G H K 816 - 447 F - l - 522E 42 121 W30 128 fXC-A - 30 127) .s ae sfi'FXC-A• 27 —1 I I , astir , _i FXC-A 77 KNOX] 2B O1ST FLOOR - EGRESS PLAN - � 1116"=1'3'9 FULL SIZE 210 - 167 1360 I a172 42 - FXC Ai '%., 19/ (h, FXdA STUDENT KITCHEN 300F 248 SF ( 1339 ETD.I /23 -M 42 m.,.26.._I -I 423 E- COMMONS 9300 SF TABLES PUT OUT FOR LUNCH ONLY E PREP1 y 1 i' —' 3378 FOOD SERVICE 261 SF B110 1 6 1 /7 2 F 1013"SFT JANITOR I 11 I FXC-K CD 6109 i / 1-7-- 257 SF > 476 19 ,\ {__ T 21 TFXO-A- BOILER ROOM 6114 476 ALCO 6111 109 S OADING DOCK SERVICE ENTRANCE _16 FXC-A 338 ---F--t 818 )- 480 j FXC-A '5 6125 j.'. STAGE 324 3071 SF 509 MAIN GYMNASIUM 306 11445 SF 1635 COMPLETION: SEPTEMBER 2020 409 Y 408 {174 RACTIC GYM STOR 306C gg-- i226 SFg' WOMEN'S P.E. 308 874 SF I' % / FIRE PRINKLER ELE q B169� VA CHORAL MUSIC 317 1041 SF COACH 307E L. E MEWS LOCKER 307F A. 927 SF P.E. OF "ICE L19—F 3 '307'; J. OACHES 308C 81 SF EXERCISE ROOM 315 1487 SF STOR CODE COMPLIANCE LEGEND A. ------- EXIT NUMBER 00 — EXIT OCCUPANT LOAD 60C EXIT NO. & EXIT LOADING EXIT SIGN LOADING LOAD FACTOR & OCCUPANTS BY ROOM Fr BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY 410-6" 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH IL EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: 00 I # I ALTERNATE #2 FITNESS CENTER \ 315 -, 3378 SE - (64 -"\- 30 3, ia,, (.93 T,EAM ROC z 1.� 310 _530 SF f n -__ WOMEN'S LOCKERS 308F 816 SF EAM ROO 311 530 SF-9 I I_I H 338 1-b - 0 AUXILIARY GYMNASIUM 312 6368 SF SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK / HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE \1 L 55 1 UPi -t City of To -,a CITY OF TUKWILA OCT 09 2918 PERMIT CENTER DF O EMDR I FACPI [KNOX' M.O. ED DRINKING FOUNTAIN SMOKE PROTECTED DOOR SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FIRE ALARM CONTROL PANEL EMERGENCY KNOX BOX MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) EXIT DEVICE HC AUTOMATIC DOOR OPERATION HE HG & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON ACCESSIBLE INGRESS I EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 FXB-A FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FXB-K FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'K' EXTINGUISHER (SPECIARD - KITCHEN) FXC-A FIRE EXTINGUL ISHER HER & CABINET - SEMI -RECESSED w/ TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FXc-K FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) 1 (ADDENDUM I- PERMIT REVIEW ; 9/17/18 NUMBERy DESCRIPTION LLLDATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 12An , te10 5i1e ID0 Washneton 9840E 5536515599 . . BLRB.c0m Drameng Title: CODE COMPLIANCE PLAN 1ST FLOOR EGRESS Date 10.01.2018 Drawn By: Author .- .: P1o/ec1No 16.08 Stamp .., ,. Sheet No . ..,.. 593E I REGISTERED pI ARGCG((�7y86 - AC2 O1 LSE m9MOND FENTON ATE OF WASHINGTOON BLRB ARCHITECTS, P.S. A B C D E F G H J K 42 r-1 n a2 I STAIR 3 - i (-I -278140T'rr"1 xc A 1sa 2ND FLOOR - EGRESS PLAN 918^=10"@ FULL SIZE —_ COMMONS BELOW } OUTDOOR LEARNING COURTYARD BELOW OUTDOOR LEARNING COURTYARD BELOW STAIR EGRESS LEGEND STAIR# WIDTH MAXIMUM ACTUAL LOAD LOAD 1 70" 350 210 2 48" 240 167 3 110" 366 321 4 108" 360 185 5 88" 293 74 COMMONS 90" 300 155 CODE COMPLIANCE LEGEND .o EXIT NUMBER 00-4-- EXIT OCCUPANT LOAD EXIT NO. & EXIT LOADING EXIT SIGN LOADING 7-7 0 LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 ICI EXIT PATH 250' EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK / HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS ooINTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA * OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE RECEIVED CITY OF TUKWILA OCT 09 2O 8 PERMIT CENTER El DRINKING FOUNTAIN OSMOKE PROTECTED DOOR SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 EMOR ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FACPI FIRE ALARM CONTROL PANEL KNoXI EMERGENCY KNOX BOX M.O. CD MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) EXIT DEVICE HC AUTOMATIC DOOR OPERATION f-IX He & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON l� ACCESSIBLE INGRESS / EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 FXB-A FXB-K FXC-A FXC-K FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE IV EXTINGUISHER (SPECIAL HAZARD -KITCHEN) FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) 1 ADDENDUM I- PERMIT REVIEW 9117118 ; NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 125090111 w. SAe100 Was4LOto099402 2556275599 BLAB cum CODE COMPLIANCE PLAN 2ND FLOOR EGRESS Dete 10.01.2018 Drewn By Author ProtectNo 16.08 Sheet No AC2.02 BLRB ARCHITECTS, P S .01 2 3 / 028 5 4 6 7 9 10/2018 3:56:36 PM A B c E F 11 K RD RD iT1 30' - O'' I [9) 0021 RIDGE El 1 MECH RCM CH mME MECH MECH 0 MECH MECH Sce l/c°0 1 RD 104) co' 'S5 2 CODE COMPLIANCE - ROOF PLAN GD CT I 'MMECH [/_47 RH MECH (77) 1°- r T271 MECHO MECH MECH MECH MECH RD 6,1 c0T fa-180 T TT, 60' - 0" MECH PRE-7IN1SHED MTL GUTTER lIASH 7 PAN Crl .10 0 LH_ MECH (T.) MECH RD \\A 'LOW 2-072 . MECT 31- 0211t1.-/ . • 31' - 0.' ./ . OREN COURTYARD / 1-7°A-000000 71717-0. RD 0 MECH MECH RD 0 (SD CID MECH RD (35 c-10-°70 0100716 MECH 55 0 01, I OPEN COURTYARD BELOW RIDG- - -i21 8 0 94 ' 2 6 RH12--; F ' T00. ,, • • 0 • ; ; 0 1, 0 T. 0 1 11 HI 11 IT 09 1 IDO _J' , —110: 001.: 1 : 94 30 - 0 29 4 291 4^ MECH MECH MECH 900 32'- 2-'11 RDt T.1:‘6 %TT 0700.0" RD RIDGE 000° MECH RH c70 190 (tCl1 001 MECH 1 1.111 I „7,7 7°00 0RD 0 THITTW,WHWHIT,T T T1T,,,00.010 0:T1T T -HT-. Hlihl • A 010Icoz7 A: \\HT Th TT[0, , • ,,, DGE RD MECH., I 017 012 1 00 mE7OF0L;' 2 1! MECH I; LADDER TO GYM ROOF RE)/ 90 D City cf Tulh,11ri El7111.i01.10 11.211;l177.1 RECEIVED CITY OF TUKWILA ROOF TYPE LEGEND NOTE SEE SHEET A2.08 FOR ALL OTHER ROOF TYPE ASSEMBLIES R2 1-HOUR RATING ON LOWER ROOF ASSEMBLY. PER IBC 705.6.1, EXCEPTION #1. NO OPENINGS ALLOWED WITHIN 10 FEET OF FIRE WALL fIGNIGf R DESCRIPTION L pf9-6,_1 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 010106 01119119460 006000090 BLREecorn ". • • • 0,-)n9nre: CODE COMPLIANCE PLAN- ROOF D'e 10.01.2018 1111.111.11 Stamp REGISTERED ARCBtTEDY, 4,,tVill/IfUtasris-1°S. \ LEE RA MOND,tENTON 7.!/-1INGION Dr"" BY Author Project N. 16.08 Sheet No. AC2.03 P.11.6./.6=1111P 1/161= 2.01 FULL SSE OCT 0 9 2010 PERMIT CENTER of BLRB ARCHITECTS, P.S. 4 5 6 7 CODE COMPLIANCE LEGEND A B C D E F G J K T<i dig AUTO J EVENT EGRESS PLAN A 1 LC <------ it., h--t` { 9063 SF BLEACHERS 1859' OF SEATING OCCUPANT LOAD = 1239 2403 SF REMAINING FLOOR OCCUPANT LOAD = 343 ,'-----{---791F----<-----11582 'r---->-----791 F--} FXCAI 02W 14 480 MAX W ss i )) 13 480 MAX 478 SF BLEACHERS 180' OF SEATING OCCUPANT LOAD = 120 5838 SF REMAINING FLOOR OCCUPANT LOAD = 834 EXIT NO. & LOADING --- EXIT NUMBER 00-+------- EXIT OCCUPANT LOAD oo EXIT LOADING EXIT SIGN LOAD FACTOR & OCCUPANTS BY ROOM BLDG. PERIMETER OPEN TO 20' WIDE PUBLIC WAY 00000000000000000000000000000 1 HR EXTERIOR WALL RATED ASSEMBLY PER IBC SECTION 706.5, EXCEPTION 1. 2 HR FIRE WALL RATED ASSEMBLY PER IBC TABLE 706.4 EXIT PATH IL 250' EXIT ACCESS TRAVEL DISTANCE INCIDENTAL USE AREA: 1/16"=1'-0' Q FULL SIZE 00-3 #I SMOKE PROTECTED, 0 HOUR FIRE RATED WITH AN AUTOMATIC SPRIKLER SYSTEM THROUGHOUT BUILDING 2HR RATED FLOOR DECK / HORIZONTAL ASSEMBLY. PUBLIC TOILET AREAS DURING SPECIAL EVENTS CANOPY & OVERHANG AREAS INTERIOR EXIT OCCUPANT LOAD & DIRECTION OF TRAVEL ACCUMULATIVE NUMBER OF OCCUPANTS IN BLDG. AREA OR SUB AREA OCCUPANTS FROM ADJACENT ROOMS SERVED BY THIS SPACE JAM 04 23!3 City of Tuitvitio RECEIVED CITY OF TUKWILA OCT 09 2E8 PERMIT CENTER DF DRINKING FOUNTAIN Os SMOKE PROTECTED DOOR SMOKE BARRIER REQUIRED PER I.B.C. 508.2.2.1 & TABLE 508.2 EMDR ELECTRO-MAGNETIC DOOR RELEASE (SEE HARDWARE SCHEDULE) FACPI FIRE ALARM CONTROL PANEL IKNoxl EMERGENCY KNOX BOX I m.o.] MAX. OCCUPANT LOAD SIGN (ONLY WHERE SHOWN) ED EXIT DEVICE HC AUTOMATIC DOOR OPERATION HMI HC & ACTUATOR BUTTON HC AUTO DOOR ACTUATOR BUTTON 6. ACCESSIBLE INGRESS / EGRESS FIRE EXTINGUISHERS PER IFC SECTION 906 FXB-A FXB-K FXC-A FXC-K FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w/TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER - SURFACE MOUNTED HOOK w1TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) FIRE EXTINGUISHER & CABINET - SEMI -RECESSED w/ TYPE'2A10:B:C' (MIN) EXTINGUISHER (LIGHT HAZARD) FIRE EXTINGUISHER & CABINET - SEMI RECESSED w/TYPE'K' EXTINGUISHER (SPECIAL HAZARD - KITCHEN) i NUMBER DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB EI;';:; TACOMA4: 1250Pa8lcAve. Suite 700...... 25362j.55 BLRBCom.. Drawing Title: CODE COMPLIANCE PLAN -EVENTS Dat 0.01.2018 Revised Stamp 5932 LEAY80ND FENT N v7EE OFOF W�NMGTON REGISTERED ARC ICI Drew" By Author Project No. 16.08 Sheet No. AC2.04 BLRB ARCHITECTS, P.S. C7 C8 4 C3 10 2 AB --- (Th \ AC AD AE AC314 AF AG AH AJ F( AK H K >AC3131 5 AP 1 (C1 ) (C2) 168 ----- AVS 00tli3 01 1ST FLOOR ENERGY REFERENCE PLAN '5.6,6=FA..5.1 105 AO M FULL SIZE 2 (\94) C5) c6) Friper:,) ,*7,•,?3,6 1 AC3 10 - —AB AC) 11-33- * AC3 10B3. 1 A_ AAA AD AC310 10 (B10)Bil 135 (BA cB12) (6131 1B14) iB15) CBI& (B17) BB B6) B5.4 BD B20) B18) B19) 03 12 18201 BF (BG` 2 420 12 RECEIVED CITY OF TUKWILA OCT 09 21318 PERMIT CENTER BUILDING AREA LEGEND T-1 EXISTING NEW SSOF EXISTING ACADEMIC AREA = 27,186 SF EXISTING ACTIVITY AREA = 55,923 SF TOTAL AREA = 83,109 SF NEW CONSTRUCTION AREA A = 10,194 SF NEW CONSTRUCTION AREA B = 9,259 SF NEW CONSTRUCTION AREA E = 1,571 SF NEW CONSTRUCTION AREA F = 6 261 FIRST FLOOR KEY NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 100)001Ave Sis1000 Waterston 98401 253 621E99 BARB coos 1ST FLOOR ENERGY PLAN D'te 10.01.2018 Revised Stamp 5932 REGISTERED ARCs,pITECTA, :A10)11. LEE MOND , ENTON S1ATEOF WASHINGTON Drew" By Author Protect N. 16.08 Sheet No AC2.11 of BLRB ARCHITECTS, 75 CID AE AH AK AM (C1'' (C2) (C3 ( (C5) (C6', imffifilteineff-AP,If# Al2' 2ND FLOOR ENERGY REFERENCE PLAN 1/16'. FULL SIZE c7) T (BI-G 7 8 ) C_8) 83.3 B3.1 (D4 (65 B4) oha A , ( BB) BC 11 1 r 1 ]] h 1 ' 414 (B10) IB11) 11 11 11 1 _ I 1011H 111 1312 1313 )B14) 111' I 11111 1111 _ , (B15) IB17) (818) - - - (820 04 7.1'.3 City of Tto,,,h1 L RECEIVED CITY OF TUKWILA OCT 09 2918 PERMIT CENTER BUILDING AREA LEGEND 17 EXISTING Eiffl NEW EXISTING ACADEMIC AREA = 26,544 SF NEW CONSTRUCTION AREA A = 10,182 SF NEW CONSTRUCTION AREA B = 9,201 SF Iat,111„ SECOND FLOOR KEYPLAN NUMBER] DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 ff:k Me. St:de 100 Wash ngIoff 98402 2536 75593 508800053 2ND FLOOR ENERGY PLAN 10.01.2018 stamp 5932 REGISTERED I ARC,VITEGT, LEE 305002fr5030N STATE OF WASHINGTON Dr"' BY Author P5te". 16.08 Sheet No AC2.12 of BLRB ARCHITECTS, P S 2 3 4 7 RD RD, PRE -FINISHED MTL GUTTER ROOF ENERGY CODE PLAN 9I:1a,@ FULL SIZE ".7 RD AREA A \62RD './P•v„ AREA F „N‘ D 8 RD, RD 6: 0 - - 1 CCAVARD RIDGE RD. r RD \ AREA B MECH ° MECH OMECH 913 'AREA \ \ MECH RD,, AREA J City cf TOT to EUO. 13.": RECEIVED CITY OF TUKWILA OCT 0 9 1018 DIr6‘ qp PERMIT CENTER BUILDING AREA LEGEND 11 EXISTING NEW 00,11 NEW ROOF AREA ROOF LOCATION TypE A/ R3 R VALUE R-40 AREA 20,260 SF E/F R3 G R3 R-40 11,041 SF R-40 3,801 SF R3 R-40 6,791 SF TOTAL NEW ROOF 41,893 SF EXISTING ROOF AREA LOCATION 1 _IgV_F h VALUEAREA C/D 93 R-40 26,724 SF G 93 R-40 26,851 SF H R3 R-40 26,530 SF TOTAL EXISTING ROOF TOTAL ROOF SKYLIGHT OVER SKYLIGHT WEST SKYLIGHT SOUTH TOTAL SKYLIGHT 80,105 SF 121,995 SF 144 SF 417 SF 290 SF 851 SF NUMBER 1 DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pac.hc Are Suite MO WashmAn HOE 153 6215S93 BLRB com ENERGY CODE - ROOF D'e 10.01.2018 Reused Stamp 5932 H EE Rgji _ LEE vet MOND FENTON J STATE OF INAS.GTON D"^ BY Author Project No 16.08 Sheet No AC2.13 of BLRB ARCHITECTS, 00 ow -au GLAZING TOTAL 101 SF j L c; ENERGY CODE - LEARNING STUDIO - EAST �i 8-0118 ={`-O'@ FULL SIZE LEA SSTUDIOS - NORTH ..®G _1'a7@ FULL SUE WALL AREA 547 SF 7 ENERGY CODE - LEARNING - NORTH J 118"=1'"0"@ FULL SIZE B3.1 B3.3 COURTYARD jk PARAPET 31'-0" 2ND FLOOR gp 1STFLOOR WALL AREA 7 . 146 SF 2 GLAZING TOTAL WALL AREA 3 4 /SRIDGE ®J 40,EX -g., ROOF 3" r®_ROOF 30 - HIGH PA 30P 0" �..-_30G, ,,PARAPET / LOW PARAPET QQ-� LOW PARAPET 29'-4" ® 29'-4" 2ND FLOOR IST FLOOR GLAZING TOTAL WALL AREA COURTYARD PARAPET 31'-0" /� 3H30, IGH0 PARAPE ®J _ ENERGY CODE - LEARNING - EAST 2 1 1 1, 2ND FLOOR _ 1 a 1a, -o„ - 1 1 1 1 1 r 1STFLOOR — p =O—, O J ENERGY CODE - LEARNING STUDIOS - WEST ® ild'=1'-0"@FULL SIZE AC ) ®..F=1 I4"= 1"0"@ FULL SIZE B3.3 B3.1 AUX. GYM 3PARAPET\ ROOF- � 2ND0FLOOR 4,-„ W1ST FLOOR GLAZING TOTAL E 43 SF ENERGY CODE - LEARNING - NORTH 3 `J F=Irza= 1/8.=1'F.@ FULL SIZE GLAZING TOTAL WALL AREA D �5 ENERGY CODE - SCIENCE STUDIO NORTH 3 , NERGY CODE - SCIENCE STUDIO - NORTH EAST �_. e� „8•=,'-0"@FULL SIZE C -----_._.---- J�... � ve"=ra^@Putt SIZE 7 EX RIDGE HIGH PARAPET— __ LOW PARAPET 29 4" 2ND FLOOR 14'-0" 1' FLOOR WALL AREA 881 SF WALL AREA 9 1485F COURTYARD -® 3111 -00"PARAPET ®1— /® 2ND FLOOR 1ST FLOOR 0ENERGY CODE - SCIENCE STUDIO - SOUTH 1/8, IT' FULL SIZE ---- 8 '� a a " INDICATES WALL AREA L®e m9 INDICATES GLAZED AREA *ECC ENERGY CODE COMPLIANCE I ENERGY CODE- GROSS GLAZING SUMMERY ENERGY CODE- GROSS WALL SUMMARY Mark GLAZING AREA A 157 SF 1465 SF ALL AREA 2 1552 SF 1790 SF 4652 SF 528 SF 43 SF 993 SF 53 SF 370 SF 969 SF 741 SF 547 SF 977 SF 881 SF 146 SF I 3121 SF 48 SF 470 SF 107 SF 472 SF 14 1673 SF 841 SF 123 SF 895 18748F, 1 16 900 SF 17 1824 SF 0 91 SF R 260 SF 90 SE 481 SF 178 SF 1208 SF 73 SF 18 19 20 22 23 24 214 SF 25 53 SF _ J 26 27 Grantl total 9178 SF 1468 SF —I 1226 SF 1010 SF 79 SF 40 SF 3124 SF 2110 SF 557 SF 3014SF 473 SF 111 SF 29 i 834 SF 30 264 SF 31430 SF 32 6125F Grand total 39747 SF WALL TO GAZED AREA CALCULATION (9,178 SF / 39,747 SF x 100) = 23°/D GLAZED AREA TO WALL AREA RECEIVED CITY OF TUKWILA OCT 09 MO PERMIT CENTER NUMBER I DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 008931if(A0. Suite 00 Wafii 91on98401 25161.5599 BLRB.Cont • Draw ng Ti118: ENERGY CODE - EXTERIOR ELEVATIONS Data- 10.01.2018 Stamp 5932 REGISTERED ARCHITE. ` E01/7/11, fFIENTON STATE OF WASH NGTG_N Drawn 8 Author Project No. 16.08 Sheet No. AC3.10 8LR8 ARCHITECTS, P.S. 4 6 7 9 A B GLAZING TOTAL COURTYARD L® PARAPET 'ET 31'-0" WALL AREA 2 3 EXISTING THEATER PARAPET -, 45'- 0"A, ENERGY CODE - COURTYARD 1001 - NE ELEVATION 1/8"=1'-0"@FULL SIZE CJGLAZING TOTAL ENERGY CODE - LEARNING COURTYARD - EAST AG AUX. GYM COURTYARD PARAPET a_ -‘PARAPET 31' - 0" V 31' - 0" 2ND F1LO4'-O0"R 1ST FLOOR COURTYARD PARAPET / 31'-O�r-� LOW PAR2AP0'-ET4" 2ND FLOOR 14'-0" 1ST FLOOR WALL AREA GLAZING TOTAL 969 SF ENERGYCODE - COURTYARD - SW a2. 6., 4,-0.. a. °, =1'-8" @FULL SIZE J A6 GLAZING TOTAL L 107 SF 16 WALL AREA COURTYARD PARAPET 2ND FLOOR 1ST FLOOR CODE - LEARNING COURTYARD - SOUTH � ENERGY ® 918"O"@H]LL SIZE WALL AREA 14 ( 841 SF ifib elli011 CD0 A8 COURTYARD PARAPET 31'-0" LOW PAR29'AP-4ET "� 2ND FLOOR _. 14'-0„ 1ST FLOOR 0'-0" ENERGY CODE - LEARNING COURTYARD - NORTH ' " 118"=1'-0"@FULL SIZE C/ GLAZING TOTAL I M 472 SF 17 WALL AREA 1824 SF (4ENERGY ODE - LEARNING COURTYARD - WEST ® RG "=1'-0"@FULL SIZE AE INDICATES WALL AREA a v m .mo COURTYARD PARAPET 31 - 0"\ 3ROOF 1LLOW PARAPET ®� 29' - 4„ 2ND FLOOR 14'-0" 1ST_FLOOR ®� City c`TuL'LN'.:'-a SU2S INDICATES GLAZED AREA *ECC ENERGY CODE COMPLIANCE ENERGY CODE- GROSS GLAZING SUMMERY ENERGY CODE- GROSS WALL SUMMARY Mark GLAZING AREA Mark WALL AREA A 101 SF 1 1552 SF �_- B 157 SF 2 1790 SF C 1 1465 SF 3 4652 SF D 1 528 SF 4 547 SF E � 435E 5 i 9]]SF F 993 SF 6 " 881 SF G 53SF 14SF H 370 SF 8 3121121SF J � 969 SF 9 1485E K 741 SF 11 1470 SF L 107 SF 13 1673 SF M 472 SF 14 841 SF N _ 123 SF 15 1895 SF O 187 SF 16 900 SF P 181 SF 17i 1824 SF � O 91 SF . 18 1226 SF R 260 SF 19 i 1226 SF S 90 SF 20 10106E T 481 SF 21 179 SF U 178 SF 22 1340 SF V 1208 SF----7— 23 3124 SF ___ W 73 SF 24 2110 SF X 214 SF 25 557 SF 1__ Y 53 SF I 26-----_-3014 SF -- Z 40 SF 27 473 SF Grand total 9178 SF 28 111 SF 29 --_ 834 SF 30 264 SF 430 SF 32 _._...._.612 SF 33 578 SF Grand total 39747 SF WALL TO GAZED AREA CALCULATION (9,178 SF / 39,747 SF x 100) = 23% GLAZED AREA TO WALL AREA RECEIVED CITY OF TUKWILA OCT 09 2E8 PERMIT CENTER NUMBER t DESCRIPTION F DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 125888191Ave. ' 389]85 Wash r4 904@ BLRB.com ENERGY CODE - EXTERIOR ELEVATIONS Stamp 932 r I REGISTERED �J, !Ii i l 'LEE RAYMOND FENTON STATE OF WASHINGTON Sheet No, AC3.11 BLRB ARCHITECTS, P.S. 8 9 BF J COURTYARD 31'PARAPET 0" GLAZING TOTAL ENERGY CODE - WEIGHT ROOM - NORTH '® 10 ILO" @FULL SIZE BGi COURTYARD -0" PARAPET 31' 85.4 B51 AUX GYM BE PARAPET ®- 31'-0" V (B20) AUX. GYM COURTYARD PARAPET Lik PARAPET 31' - 0" � / 31' - 0" GLAZING TOTAL 91 SF J WALL AREA 179 SF n 1 ENERGY CODE - SECURITY OFFICE - EAST „nrf 1/8`=1'-0°@FULL SIZE B18! COURTYARD 31 � _ 0" APET PAR-_ -_— GLAZING TOTAL T 481 SF B191 ENERGY CODE - AUXILIARY GYM - SOUTH 2ND FLOOR „_1STFLOOR GLAZING TOTAL 0I 187 SF ENERGY CODE - WEIGHT ROOM - EAST 19 WALL AREA 1226 SF ® 1/8°=1'-0"@FULL SIZE GLAZING TOTAL R 2605F WALL AREA I 22 1340 SF n ENERGY CODE - AUXILIARY GYM - NORTH v8°=r-a'@FULLSv1 WALL AREA 24 I 2110 SF B20) AUX. GYM PAR3AP1'-ET0" 2ND F14'-LOOR 0 1ST FLOOR ® ... 1/8'•=1'-0" @FULL SIZE B 19) AUX. GYM COURTYARD PARAPET PARAPET 31) 31'-0" BJ BH B5.4 GLAZING TOTAL P 181 SF WALL AREA 20 1010 SF ENERGY CODE - WEIGHT ROOM - SOUTH ENERGY E - AUXILIARY GYM - EAST 1/8"=1'0 @FULL SIZE GLAZING TOTAL WALL AREA 90 SF 23 3124 SF 66, INDICATES WALL AREA 16. �k INDICATES GLAZED AREA 8ECC ENERGY CODE COMPLIANCE ENERGY CODE,, GROSS GLAZING I ENERGY CODE- GROSS WALL SUMMERY SUMMARY Mark GLAZING AREA Mark I WALL AREA A 101 SF 1 1552 SF ' r 8 ......................... 157 SF 2 -______.- 1790 SF_ C 1465 SF 3 46525E D 528 SF 4 5475F E 43 SF 5 'i. 9]] SF G 993 SF 53 SF 370 SF 969 K 741 5SF E M 6 881 SF 6 3121 SF 9 148 SF 470 SF 107 SF 472 SF 14 1673 SF 841 SF......- 123 SF 1895 SF 187 5F 181 SF 91 5F 260 SF 90 SF 481 SF 106 SF 16 900 SF —-- 17 824 SF 18 1468 SF 19--- 1226 SF 20 21 22 1208 SF 23 1010 SF 579 SF 1340 SF 3124 5F 73 5� 24 214 SF 25 53 SF 40 SF Grand total 9178 SF 26 27 28 29 30 32 33 Grand total 2110 SF 557 SF 3014 SF 473 SF 111 SF 834 SF 264 SF 46 30 SF 5F 39578]4]SF SF WALL TO GAZED AREA CALCULATION (9,178 SF / 39,747 SF x 100) = 23% GLAZED AREA TO WALL AREA BG, AUX. GYM _ PARA31'PET ®1 _0„ RECEIVED CITY OF TUKWILA OCT 0 9 2918 LNUMBER J DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1256 Paolir Aw. Suite IN 80595010801 155.0.5599 BLRB.com • ENERGY CODE - EXTERIOR ELEVATIONS Date 0.01.2018 Stamp 5932 REGISTERED I ARC 062- v),)lLEi 1ND e Drawn BY: Author Project No. 16.08 Sheet No. AC3.12 PERMIT CENTER BLRB ARCHITECTS, P.S. 2 4 6 8 A B C D E F A2) GLAZING TOTAL U 178 SF 25 WALL AREA 557 SF COURTYARD PAR3AP1'-ET0" ENTRY - SOUTH *ECC FULL SIZE .. 9 ve 19@Fvu s2E CtIS-TCr LOOR GLAZING TOTAL W 73 SF G 1 FRONT ENTRY - SE *ECC !=iaszso=441 1/4"=1"5"@ FULL SIZE H K COURTYARD PARAPET 4} 31'-0" FRONT ENTRY *ECC 1/8°=1'-0"@ FULL SIZE V GLAZING TOTAL 1208 SF GLAZING TOTAL WALL AREA 26 3014 SF ENERGY CODE - ADMINISTRATION - WEST I/8"=1'A"@ FULLS2E GLAZING TOTAL WALL AREA Y 53 SF 31 430 SF 2' 2ND FLOOR,-� 14'-0" 1ST FLOOR_ WALL AREA F28___ 111 SF EXISTING RIDGE COURTYARD PARAPET /-8 R0'OOF 3-3" WALL AREA 264 SF 2ND FLOOR aic 14'-0" ENERGY CODE - EAST ADMINISTRATIVE_ CONFERENCE ENERGY CODE - COURTYARD ENTRY - SOUTH WEST -0"@FULL S ® r 1/0" 1l0"=t`A"@ FULL SIZE WALL AREA AUX. GYM COURTYARD PARAPET - PARAPET 31'-0" ® } 31'-0" GLAZING TOTAL Al WALL AREA EXISTING RIDGE 41'-1'� COURTYARD PARAPET /L / 31'-0" v ROOF 30'-" 2ND F14'-0"LOOR_ � 1ST FLOOR D'-0" WALL AREA 1STFLOOR/ ENTRY - WEST *ECC 1/8 = 1',0"@FULL SIZE ENERGY CODE - SOUTH ADMINISTRATIVE CONFERENCE ....62.F.441 1!8"=1'-0"@FULL SIZE e _ INDICATES WALL AREA Z INDICATES GLAZED AREA *ECC ENERGY CODE COMPLIANCE ENERGY CODE, GROSS GLAZIN SUMMERY GLAZING AREA ENERGY CODE- GROSS WALL SUMMARY 101 5F /5 157 SF 1465 SF 3 WALL AREA 1552 SF 1T90 SF 4652 SF 528 SF 43 SF 993 SF 5� 7 370 SF 8 969 SF 9 ]41 SF 547 SF 977 SF 881 SF 107 SF 472 SF 123 SF 18i SF 15 146 SF 3121 SF 148SF 14]0 SF _^! 16]3 SF 841 SF 1895 SF 900 SF 81 SF 91 SF 260 SF 1i 1624SF 18 1468 SF 19 1226 SF 90 SF 481 SF 178 SF 1208 SF 20 21 22 1010 SF 179 SF 1340 SF 2 3124 SF 2 G2ndlola 73 SF 214 SF 53 SF 40 SF 24 25 26 27 2110 SF 557 SF • 3014 SF 473 SF 9178SF 28 E zs 111 SF 834 SF 264 SF 31 I 430 SF 32 I 612 SF 33 1 578 SF Grand total 39747 SF WALL TO GAZED AREA CALCULATION (9,178 SF / 39,747 SF x 100) = 23% GLAZED AREA TO WALL AREA ENERGY CODE - MECHANICAL ROOM RECEIVED riff OF TUKWILA F.FieseoPm91/8"=1'-0"@FULL SIZE NUMBER] DESCRIPTION DATE_ DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250669/9 Ave. Suite 700 Washington 90402 2536273599 BLRB.com ENERGY CODE - EXTERIOR ELEVATIONS 0.01.2018 Revised: Stamp 5932 f--- REGISTERED ^ ARC I ry xEGT- 41. si MONDFENTON OF WA6NINGTON Drawn By Author Project No. 16.08 Sheet No, AC3 013 OCT 0 9 2918 PERMIT CENTER of BLRB ARCHITECTS, P.S. 2 3 A B C D E F G H K D) (AE) AF) GLAZING TOTAL IEX1 1728 SF AG WALL AREA X1 6730 SF AH) AJ AK) (AM'' ENERGY CODE - LEARNING STUDIOS - EXISTING 1/8'vV @FULL SIZE B8 ,—EN ENERGY CODE - ATHLETIC - SOUTH - LEFT SIDE 2 1- -- 18"-1-0•@FULL SIZE -- - B5 11310) GLAZING TOTAL EX2 553 SF WALL AREA X2 6971 SF (B 14) B 12) f8131 EX RI 40D'-9"GE ROOF 30'-3" 2ND FLOOR �, 14'-0„ 1ST FLOOR ENERGY CODE - ATHLETIC - SOUTH - RIGHT SIDE P=Iesmaml1/8'=1'A" @FULL SIZE AUX. GYM PARAPET 31'-0" 2ND FLOOR 1ST FLOOR 2ND OOR ▪ 14'-0" FL ▪ 1ST FLOOR X4 WALL AREA 2300 SF IB171 EX RIDGE 40'-9" RO-OF3_ 30'" 2ND F14'-0"LOOR 1ST FLOOR BA RECEIVED CITY OF TUKWILA INDICATES WALL AREA INDICATES GLAZED AREA *ECC ENERGY CODE COMPLIANCE ENERGY CODE- GROSS GLAZING SUMMERY EXISTING EX1 EX2 EX3 EX4 Grand total GLAZING AREA ENERGY CODE- GROSS WALL SUMMARY EXISTING ark WALL AREA 1728 SF 553 SF 462 SF 01 X2 X3 61 SF 2804 SF X4 X5 6730 SF 6971 SF 2220 2300 SF 2405 SF 31496E 23775 SF NUMBER 1 DESCRIPTION T DATE , DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 719)Pa116 Ave. 1818780 055455ton98442 2535115599 BLRB con, ENERGY CODE - EXT ELEVATIONS - EXISTING Daje. 10.01.2018 Revised Stamp 932 /I REGISTERED �LLEE RA» ENTON l STATE Os WASHINGTON Drawn By Author Project NO 16.08 Sheet No AC3.14 ENERGY CODE - MATT ROOM AND THEATER �e>ffiu� 1/8" =1'-R @ FULL ME ENERGY CODE - MUSIC AND MATT ROOMS o 1/8"=1'-0"@FULL SCE OCT 09 2618 PERMIT CENTER o BLRB ARCHITECTS, P.S GLAZING TOTAL WALL AREA A GLAZING TOTAL EXO 462 SF COURTYARD PARAPET 31'-0" WALL AREA X5 2405 SF ENERGY CODE - COURTYARD 1001 - NW ELEVATION =1.6"@FULL SIZE AUX. GYM COURTYARD PARAPET r'- �� - APET Q'' PAR 2ND FLOOR p{ . OENERGY CODE - COUR ®® 118,1'60"@ FULL SIZE EX4 61 SF ARD - SE 3149 SF EXISTING THEATER PARAPET 45'-0" AUX. GYM PARAPETS 31' 0" 2ND F14'LO/1 -0" - 1ST FLOOR_®1 0'-0" REVIEWED FOR AN2riel JAN 04 2019 City of Tukwia EIALDINO D119MDM4 " INDICATES WALL AREA 0 a J INDICATES GLAZED AREA *ECC ENERGY CODE COMPLIANCE ENERGY CODE- GROSS GLAZING SUMMERY EXISTING ENERGY CODE- GROSS WALL SUMMARY EXISTING Mark GLAZING AREA AREA EX1 1728 SF EX26666 553 SF %iL 6730 SF X2 I 6971 SF EX3 EX4 462 SF X3 61 SF X4 Grand total 2804 SF X5 X6 2220 5F 2300 SF 24059 3149 SFSF Grand total 23775 SF NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250 Pacific Ave. 55r10 Wa4in9 on 98102 011400.5599 BLRB,conr Drawl g Title: ENERGY CODE - EXT ELEVATIONS - EXISTING Date 0.01.2018 Revised: Stamp Drawn By: Author Project No. 16.08 Sheet No, RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER REGISTERED ARC ITE0T 1LEERAYMOND F�1 STATE OF WASHINGTON AC3.15 BLRB ARCHITECTS, P.S. 7 8 rri A B c D E F G K REVISED PARKING AREA A ADDITION AREA C ACADEMIC WING EXISTING BUILDING AREA D AREA E ADDITION AREA F AREA B ADDITION AREA G EXISTING BUILDING ACTIVITIES WING MECHANICAL EQUIPMENT, . HOUSING AND SCREEN WALL', SEE SHEET A1.50 ADDITION AREA J SOFTBALL FIELD EXISTING PARKING i -i- - �� IE WED FOR JAN042019 of Tukeib I City DI MION FIRST FLOOR KEY NUMBER ADDENDUM 1- PERMIT REVIEW 19/17/18 DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA-'• 7noramila1e. Suile700 8028inglon38402 253627.5593 BLRB.com Drawing Title: ARCHITECTURAL SITE PLAN Die 10.01.2018 Revised: Drawn 8 Author Project No. 16.08 Sheet No. ARCHITECTURAL SITE PLAN t"=30'-0"(FULL SIZE RECEIVED CITY OF TUKWILA OCI 09 2018 PERMIT CENTER REGISTERED 1 ARCHITECT, I tI,t(T TTG OeND RENTON hSli NGTON A1.0 o BLRB ARCHITECTS, P.S. 9 A B C D E G 10/2018 3:04:06 PM /® 1ST FLOOR BC) 48' - 27/8' r HILLER EN CLOSURE - EAST ELEVATION Copy 1 B _ 11S"=10"@fULL SIZE 323120.11P—, (OUTSIDE) 1/4" x 1 3/4" PERIMETER SIDE-- �— 0 6/32 SUPPORT BAR NO GAP— GALVANIZED STEEL ROD \ LOUVER BLADE — 31/32"x13/32"x3/32" 100% DIRECT VISUAL SCREENING (INSIDE) 40 %OPEN AREA ISOMETRIC VIEW ELOUVER INFILL PANEL 3/8"=1'-0 @ FULL SIZE 3" SPERATION FROM FACE OF EXISTING WALL a1s SECTION 3" SEPERATION FROM FACE OF EXISTING WALL KT ENLARGED CHILLER ENCLOSURE PLAN 1/8°=1'-T'@@FULL SIZE 1/4" STL PLATE 055000 PL 2_ND FLOOR qp 1ST FLOOR_ CHILLER ENCLOSURE - NORTH ELEVATION Copy 1 I/O' i''0"@ FULL SIZE 5000 P- 1-1/4"S05TL. PIPE -� 055000.SR� 1-1/8" STL. ROD �\ E2 GATE HINGE ELEVATION Prnism=1 3"=1'-T'@FULL SIZE 0' 1" 2" 4" 055000 MF LATCH (B5) 1 ST FLOO g CHILLER ENCLOSURE - SOUTH ELEVATION Copy 1 SECTION "A" SECTION "IT 3/4'L 1/2" LOCK HOLE 055000.SR--- .A 1/4" PLATE STEEL ELEVATION SECTION "B" G1 GATE LOCK DETAILS1 3"=1'-T@FULL SIZE 1/8"=1'00"@FULL SIZE 4x4 HSS ,•,.-323120.GF /8"x18"CANE BOLT HOLES FOR PADLOCK (0.F.O.L) RECESSED STRIKE 323120.CBP G6 PACKABLE CANE BOLT sn i 3/8"= 1'"0'@ FULL SIZE 4x4 HSS FRAME FIELD VERIFY 5x5 HSS SLOPE TOP BLOCK & BACK FILL W/ GROUT--8 RETRO SORB PANELS 288' (8' HIGH) CHILLER WALL SECTION E2 AI0 \ \ALSO FIELD VERIFYI --~ 0 'i. ---- A 1 0 - \_ p C_ __ i,8" K3 GATE DETAIL 1/2, 1.0 @ FULL SIZE GO A1.50 �3/4" STEEL ROD 1-1/4" PIPE EMBEDED IN CONCRETE 2" REVEAL TO MATCH EXISTING BUILDING HEIGHT —8x12x16 CMU W/ #5 vert @ 16" O.C. &#S HORIZ@32"O.C. I/2"=1'-0" @ FULL SIZE REVIEWED FOR CODE tCp APLUINGE JAM 04 2819 City of TukWla UILDING •. v-.§.. NOTE: FINISH GATE COMPONENTS PER SPECIFICATION 323120, DECORATIVE STEEL FENCE AND GATE RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER KEYNOTE LEGEND 055000.MF 055000.P 055000.PL 055000.SR 323120.CBP 323120.GF 323120.LIP METAL FABRICATIONS STEEL PIPE MISC. FRAMING STEEL PLATES STEEL ROD CANE BOLT GATE FRAME LOUVER INFILL PANEL 1 'ADDENDUM 1- PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 5u8le0, WOShi11ngion9 ` 2556875599 B° CHILLER ENCLOSURE Date: 10.01.2018 5532 REGISTERED ARC l�M� N L STATE MOND ENTON ATE OF WASHINGTGN Drew' By: Author Project No. BLRB ARCHITECTS, P.S. 2 INTERIOR WALL TYPES 4 6 7 8 EXTERIOR WALL TYPES KEYNOTE LEGEND A B C D E G H K WALL TYPES ____ , WALL ASSEMBLY KEYNOTES( DESCRIPTION TYPES ASSEMBLY KEYNOTES DESCRIPTION TWYPES ASSEMBLY KEYNOTES DESCRIPTION WALL TypEg ASSEMBLY - KEYNOTES DESCRIPTION WALL TYPES ASSEMBLY KEYNOTES DESCRIPTION --- - __-- --- ---- _ 0742)3.MP METAL PANEL 2 i2 ,--- 2t2, 054000.ZSF Z-FURRING 778") 4Si 1 092216.IMS INTERIOR METAL STUDS 04"THK _-"" -"-; ---'--'- 0 074646 FCP FIBER CEMENT PANEL SYSTEM E�6M x</ _ / I METAL PANEL r- �- 081600GMSJ GLASS MAT GYP SHEATHING - 054000.ZSF 2-FURRING (7/8") SSA 092900.GWB GYPSUM WALL 5/8" --- -- �,.- 4 054000.ZSF Z-FURRING (7(8") --_ p-------0]2]2]SAM SAAIR BARRIER MEMBRANE (5l8")2100XPS 6S1( ��- BOARD } ^",. 054000 ZSF 2-FURRING .- ----072100.XPS EXTRUDED PS INSULATION EXTUDED PS ION �072]27 SAM /.___. ' _.-,_,_SA i BATTINSULATI(J6) 072100.81 BATT INSULATION AIRSPACE (7-i/2") iE6SM3 _� ---=100 L 072727.SAMSA AIR BARRIER MEMBRANE E852 061600 GMS 072100.61 ARR BARRIER MEMBRANE GLASS MA"f GYP SHEATHING (5!8") BATT INSULATION (R 21) (51/2") <8M1� L-092900.GW6 GYPSUM WALL BOARD (5l8")--081600.GMS GLASS MAT GYP SHEATHING(5/8") ' /r 072100 XPS ( EXTRUDED PS INSULATION --"� �}4I-- 'M1-y`� 061600.GMS -072100,8I 072600.PVR GLASS MAT GYP SHEATHING (5/8") BATT INSULATION (R-21)(51/2")- 033000.0 f CONCRETE (5') 0I2100.61 -072100.BI GATT INSULATION(R-21) (5112") BATT INSULATION --0]2t00 B1 �OATTINSULATI@T0") y I------ 072600.PVR POLY VAPOR RETARDER '�� --072600 PVR (POLY VAPOR RETARDER POLY VAPORRETARDERi/8") - __-. ;GYPSUM WALL BOARD (5/8") r-092900,GWB GYPSUM WALL BOARD N\� _ 092900.GWBGYPSUM WALL BOARD (518") SU---092900.GWB _,- 21/2" + -074213MP METAL PANEL �.- - 0540002SF Z-FURRING (7t8") 4S� ------ 0 092216.IMS (INTERIOR METAL STUDS 04'TNK , \ -092116.5E STEEL FRAME I 0]4213.MP METAL PANEL -- --061600.GMS GLASS MAT GYP SHEATHING (5/8') (4") (8) (85 1 054000.ZSF 2-FURRING (7/8') r-072100.BI BAIT INSULATIQf6 &6') • 092900.GW8 GYPSUM WALL BOARD (5I8") b -- i---092216.GSP '_ 092900GWB GWB SHAFTWALL PANEL GYPSUM WALL BOARD 6SJ -072100.XPS EXTRUDED PS INSULATION -' E6SMi2RANE r.,. 0 072100.XP5 i EXTRUDED PS INSULATION - --- --)-072100.BI BATT INSULATION '''',✓4,� trp250 �/ r j 2LAYERS@(5/8') 072727.SAM SA AIR BARRIER MEMBRANE - - „hi i--072100.BAM SA •-- - 092900 GWB 'GYPSUM WALL BOARD (5/8") - I. O Z6008MS__-- RMAT GYP E21 (512THING 5)6) BATTRNSUTATION (R-RRIER 21) (5 i!2") 072600.PVR POLY VAPOR RETARDER - --- 072600.PVR B �S NwQON (� POLY VAPOR RETARDER ! - - --092900.GWB GYPSUM WALL BOARD (5/8") HOUR RATED - UL NO 263 092900.GW8 � GYPSUM WALL BOARD (Sl8") ; J 074213 MP METAL PANEL \ 092900.GWB 'GYPSUM WALL BOARD 5/B" ( ) 092900.GWB ;GYPSUM WALL BOARD ---- 4S3 ______ ....._._-... _._ _. ; 2 LAYERS @ (5/8") - 0]4213.MP ---_ METAL PANEL ......._. -I ---- -, ----072727.SAM .7:0540002SE Z-FURRING (718") ..__ SA AIR BARRIER MEMBRANE ___-- -,- +- -092216.IMS INTERIOR METAL STUDS.04"THK ------J-054000ZSF 2FURRING (7/8") (4") (6) (85 0 092216.IMS INTERIOR METAL STUDS .04"TNK --- 072727.SAM SA AIR BARRIER MEMBRANE - ------- - -061600.GMS GLASS MAT GYP SHEATHING (576") 653 S8 SOUND BATT INSULATION (6") - \ _ 072100.BI BATT INSULATI B .._._ •072t00 ---092900.GW8 GYPSUM WALL BOARD 6SM. -, -- -- --- 061600.GMS O]2100.Bi GLASS MAT GYP SHEATHING (5l8") BAIT INSULATION 65M3 -.----- - ---- - SPACE __ 8S3 \ 092900.GWB .. - GYPSUM WALL BOARD 2 LAYERS @ (5I8") _... _ -• - -- 061600.GM5 ....._. __._-_ GLASS MAT GYP SHEATHING (5/8") _....._. } % . 2 LAYERS @ (5/8") EACH .- 072100.BI BATT INSULATION (R-21) (51/2") ,__. J -. (� - - 072727 SAM -.. SA AIR BARRIER MEMBRANE (7(8") _ 072600.PVR .... POLY VAPOR RETARDER _.-. 2-HOUR RATED- UL NO. 263 � 092900 GWB _....._ GYPSUM WALL BOARD 5/8" -- ( ) �.- -0742013 MPF 0 METAL METAL PANEL __.............- _. , 074213.MP METAL PANEL - 21/2" r � F Z-FURRINGT7/85 iNZ- - .--.054000.ZSF 2-FURRING (718") _ 092216IMS INTERIOR METAL STUDS 09"THK ---_1 0721100_XPS EXTRUDED PS INSULATION 4S' 0922t61M5 ._ INTERIOR METAL STUDS .04"THK --(4') (6) (8)_._. SAM SA AIR BARRIER MEMBRANE 1, T-- 072100.XP5 EXTRUDED PS INSULATION '6S4 -----092900.GW8 GYPSUM WALL BOARD 2IAYERS @ (5/8'1 EACH ,,\^0]2127 <8X4� ------- - -092900.GW8 ----"'-'- GYPSUM WALL BOARD 2 LAVERS @ (Sl8") tEESMI]L ------ -061600.GMS "-"'_ GATT INSULATIOy ( 07272].SAM' SA AIR BARRIER MEMBRANE 0 061600.GMS GLASS MAT GYP SHEATHING (5/8") 092900 GWB GYPSUM WALL BOARD ----- I --0]2100 BI GATT INSULATION(R 21)(5 tl2") 1607210058 <954r 1 i ------ SOUND BATT-INSULATION -- -- -- ) ------- 2LAYERS@(5/8) 072100.BI 072600.PVR BATT INSULATION (R-21)(512") i --� -._. - -0]2100.BI BATT INSULATIQW) -- / 092900.GWB GYPSUM WALL BOARD 2 LAYERS @ (5/fiy EACH _ ....._ _- I ..__.. POLY VAPOR RETARDER __..___. GYPSUM WALL BOARD (SIB") I 072600.PVR POLY VAPOR RETARDER 2-HOUR RATED - UL Na 263 ;---092900 GWB GYPSUM WALL BOARD (5/8 ) -- 074646 FCP FIBER CEMENT PANEL SYSTEM 2 12" _ 054000.S STEEL STEEL STUDS (6") 21/2 X-r _ METAL PANEL MI - 092900GW0 'GYPSUMWALI-BOARDS-- i� 054000.ZSF ]2100 XPS � 2.FURRING(]/8")074213.MP _- EXTRUDED PS INSULATION �- -- 054000 ZSF Z-FURRING (7/8") -- 2 LAYERS @ (5/8) ( - �• - 1 (6"SEISMIC -� / 07272],SAM SA AIR BARRIER MEMBRANE (� --- ----- -072100 XPS EXTRUDED PS INSULATION SPACE -- 061600.GM5 GLASS MAT GYP SHEATHING (SIB) .._...... _._ EBSMt Imo{_ �- � --07272TSAM SA AIR BARRIER MEMBRANE ___ .. �__ .-....... _.._.._- 18X ....._0540005 STEEL STUDS (6) E392 �/ 0 072100.61 GATT INSULATION (R-21) (512 ) ,. ��-�- - -- ----.061600.GMS C072100 GLASS MAT GYP SHEATHING (518") 092900.GW8 GYPSUM WALL BOARD _ - -072100.61 BATT INSULATION p \ /' -- BI 1-072100BI BATT INSULATION (R 21)(51/2') BAIT INSULATI(8l7 -_-_-- AYERS @(EB) { 1 072600.PVR POLY VAPOR RETARDER ., - -092900GW8 GYPSUM WALL BOARD (5(8") 072600.PVR ( POLY VAPOR RETARDER 2-HOUR RATED - UL N0. 263 -- -"--092900.GWB GYPSUM WALLBOARD (SIB ) 211E" 0 074846.FCP FIBER CEMENT PANEL SYSTEM ,-, CEBM2 `-� 21! �I 092900.GW6 GYPSUM WALL BOARD 092216.IMS INTERIOR METAL STUDS .04"THK , 054000.ZSF Z-FURRING (7/85 � L -- ------ 074213.MP METAL PANEL .__ ...._ 2 LAYERS @ (5/e") ... (10) , f G ....... 1 0]2100 XPS ....._.._. EXTRUDED PS INSULATION • -1 --�-I - 054000.ZSF Z-FURRING (7l8") _ - i---072]27.SAM SA AIR BARRIER MEMBRANE 092216LMS __- - INTERIOR METAL STUDS 04"THK (4") `^L --092900.GWB __ GYPSUM WALL BOARD 2LAYERS @(6/8") _(% - y: �` �� r �- '__-' 061600 GMS ..B.A8_ ..8...._._ ___ GLASS MAT GYP SHEATHING ( 5/8") ------072100.XP5 EXTRUDED PS INSULATION : ----- --072727.SAM SA AIR BARRIER MEMBRANE -061600.GMS GLASS MAT GYP SHEATHING (5/8") 9Si _ . _- -1"AIRSPACE --a EBS52 `- ' ,� -TyT• 07210081 BATT INSULATION (R-21) (5 1/2") 092216.IM5 INTERIOR METAL STUDS .04"THK-----092900.GW8 GYPSUM WALL BOARD - \-. - 072100.Bi GATT INSULATION) I-___ - i; \ 07210081 GATT INSULATION __ (4") ; 2 LAYERS @ (5!8') ��G- -- 0]210081 BATT INSULATION (R 21) (5 il2'T 1 �1 -.4,-072600.PVR POLY VAPOR RETARDER ___ ...._ -092900.GW8 GYPSUM WALL BOARD L \ 1092900.GWB GYPSUM WALL BOARD (5/85 ' - 072600.PVRPOLY VAPOR RETARDER 2LAYERS @(SIB") 2-HOUR RATED - UL NO. 263092900.GWB GYPSUM WALL BOARD(5/8") 2 1/2" - 034500.PB PRE -CAST BANG CESM3` 2i2" - -I - _ GYPAYERS@(5/8 BOARD 092216.IM5 1�, INTERIOR METAL STUDS .04"TNK 054000 ZSF - 2-FURRING (7/8") 0]4213.MP METAL PANEL 3. 2LAVERS@(5/8") (10) E '• _ ----------054000.ZSF Z-FURRING --092900.GW8 GYPSUM WALL BOARD 072100 XPS EXTRUDED PS INSULATION - --- -092900GW6 092216JMS INTERIOR METAL STUDS 04"TNK Bi - 072100%PS - EXTRUDED PS INSULATION (5/8') G- E6SPC./+ .` µ' - 0]2]27 SAM ---061600.GMS SA AIR BARRIER MEMBRANE GLASS MAT GYP SHEATHING (5/8_) �„ (q) --__"--" -072727 SAM II SA AIR BARRIER MEMBRANE 1451 6'AIRSPACE OSJ; �/ -- _ ". 0 072100.81 BATT INSULATION (R-21) 512"i 100.GMS - GLASS MAT GYP LNG (5/8") --- -092216.fMS - -- INTERIOR METAL STUDS.04"THK -- -- 092900.GWB GYPSUM WALL HOARD (5!8") �072600 0721100.BII BA INSULATION) (R 21)(5112") --- C•' _ PVR 80 POLY VAPOR RETARDER VAPOR 1-------- BATT INSULATION "'- - 092900.GWB ,GYPSUM WALL BOARD -.-072900.GWB GYPSUM ALL (5/8") -0072100. 72600.PVR POLY RETARDER GYPSUM WALL BOARD (518") 2LAYER S @ (5/8) ... - 2112" E14S ` 212 Y -- -�-- -092900.GW6 GYPSUM WALL BOARD (518') WALL 80480 ----034500P8 PRE CAST BAND --'---.__ 74 i METAL PANEL �092216.IMS INTERIOR METAL STUDS (6.5 -. ( 061000WFR _- WOOD FRAMING 2x4 ----�-- -- I 054000.ZSF -----. _-_ ZFURRING (7/8") - ^ ^ --- -0540002SF Z-FURRING(]/81 \___.._-_ ..._ --0]2100XP5 _ ... EXTRUDED PS INSULATION 072727 SAM SA AIR BARRIER MEMBRANE ..... ___ 41 )�� 10]2100 SB SOUND BATT INSULATION 061600.PW - PLYWOOD 1/2" c 66PC -- 0 072727.SAM SA AIR BARRIER MEMBRANE ' ' 061600.GMS GLASS MAT GYP SHEATHING (5/8") . '-- - �q \W -- _--. S MAT GYP _.._ .BI BATT INSULATION (R-21)(6112") / 0922161M5 INTERIM .04"THK (8,.) ppp • BIBATT INSULATION 7210 081 BATTINSULATION) _-,_- l -- 0]21600.BIMS BATT INSULATION RSHEATHINGz518" ) / 0 072100B1 GATT INSUtATIOO l'092900.GWB GYPSUM WALL BOARD =0]2100 0]2600.PVR POLY VAPOR RETARDER ✓, -072600.PVR POLY VAPOR RETARDER - "--- GYPSUM WALL BOARD (5/8") 2 LAVERS @ (518) --092900 GWB GYPSUM WALL BOARD (5/81 21/2' 092900.GW6 GYPSUM WALL BOARD 0 074646 FCP FIBER CEMENT PANEL SYSTEM ---....-_ 2LAYERS @(SIB") -- 92400.CP CEMENT PIASTER SYSTEM 054000 ZSF Z-FURRING (7I8" SA AIR BARRIER)MEMBRANE 092216.IM5 INTERIOR METAL STUDS 04"THK42000.CM CONCRETE UNIT MASONRY----- (65 `E65CFY �• 061600.GMS GLASS MAT GYP SHEATHING (5/8") 8S IN 1 8°AIRSPACE 2" REVEAL TO MATCH EXISTING BUILDING�'-0]2100 BI BATT INSULATION (R-21)(51t2") 092900.GWB GYPSUM WALL BOARD ' 11 072100BI BATT INSULATION) 2 LAYERS @ (5/8') 0 072600.PVR POLY VAPOR RETARDER - 0922t6.IMS INTERIOR METAL STUDS 04"THK 092900.GWB GYPSUM WALL BOARD (45 - 212' 2 LAYERS @ (5/8") 2it2 0 074213MP METAL PANEL 034500.PB PRE -CAST BANDrd - --0540002SE Z-FURRING (710") 54000.ZSF Z-FURRING (7/8) 072100.XPS EXTRUDED PS INSULATION (5/65} 0 0]272]SAM SA AIR BARRIER MEMBRANE -072727_SAM SA AIR BARRIER MEMBRANE E6880 l )-061600.GMS GLASS MAT GYP SHEATHING(5/8") n- - 105 BATT INSULATION(R-21)(51/2"}---_-072100.81 BAIT INSULATION (R-21)(512") --.._- _---072100.81 - 061600.GMS GLASS MAT GYP SHEATHING --------072100.61 _.. BAIT INSULATION) __ POLY VAPOR RETARDER _...., -054000.S STEEL STUDS (105 t i 072600.PVR POLY VAPOR RETARDER l�l 09092900.GWB") WB GYPSUM WALL BOARD (518 r 092900.GWB GYPSUM WALL BOARD (5/8") REVIEWED FOR CADE APPROVED�ICE JAN 04 2019 City of Tukwila BUILDING DM;ION RECEIVED CITY OP TUKWILA OCT 09 2018 PERMIT CENTER 033000.0 CONCRETE 034500.PB PRE -CAST BAND 042000.CM CONCRETE UNIT MASONRY 054000.S STEEL STUDS 054000ZSF Z-FURRING 061000.WFR WOOD FRAMING 061600.GMS GLASS MAT GYP SHEATHING 061600.PW PLYWOOD 072100.81 BATT INSULATION 072100.S8 SOUND BATT INSULATION 072100 XPS EXTRUDED PS INSULATION 072600.PVR POLY VAPOR RETARDER 072727,SAM SA AIR BARRIER MEMBRANE 074213.MP METAL PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 092116.SF STEEL FRAME 092216.GSP GWB SHAFTWALL PANEL 092216.IMS INTERIOR METAL STUDS 092400.CP CEMENT PLASTER SYSTEM 092900.GWB GYPSUM WALL BOARD GENERAL NOTES, WALL TYPES 1. TOILET ROOMS SHALL HAVE BACKER BOARD (093000) BEHIND CERAMIC WALL TILE & MOISTURE RESISTANT GWB AT ALL OTHER SURFACES, 2. PROVIDE TYPE'X' MOISTURE RESISTANT GWB AT THE FOLLOWING LOCATIONS: BEHIND COOLER/FREEZERS WALLS ADJACENT TO FLOOR SINKS WALLS ADJACENT TO DRINKING FOUNTAINS 3 SEE FINISH SCHEDULE & INTERIOR ELEVATIONS (A5.0 SERIES) FOR FINISHES, SUBSTRATES AND ADDITIONAL NOTES ON SPECIFIC TYPES OF GWB, 4. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WAINSCOTTING & ACCESSORIES. 5 SEE CODE SHEETS (AC SERIES) FOR BUILDING CODE ANALYSIS. 6. STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER FRAMING & SHEATHING TYPES SHOWN ON ARCHITECTURAL WALL TYPES. 7. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL STUDS, STUD SPACING, WALL BRACING, SHEAR WALLS ETC. AT ALL SHEAR WALLS REPLACE THE GLASS MAT GYPSUM WALL SHEATHING SHOWN IN THESE WALL TYPES WI PLYWOOD SHEATING (061600.PWS) OR STEEL SHEET COMPOSITE GYPSUM BOARD SHEATHING (061600.SSC)A000RDING TO STRUCTURAL DRAWINGS. 8. WHERE FIRE WALLS MEET EXTERIOR WALLS, THE FIRE WALL SHALL TERMINATE AT THE INTERIOR SURFACE OF NON- CUMBUSTABLE SHEATHING (UNLESS OTHERWISE NOTED) PER 2015 IBC 708.5 EXCCEPTION 1. PROVIDE FIRE STOPPING ( FIRE CAULKING AS NEEDED. 9.1. AT INTERIOR WALLS WITHOUT BATT INSULATION: CARRY GYP BOARD TO AT LEAST 6" ABOVE CEILING (U,O.N.) IF THERE IS NO CEILING, CARRY GYP BOARD UP TO STRUCTURAL DECK ABOVE. 9.2. AT INTERIOR WALLS WITH BATT INSULATION: CARRY AT LEAST ONE LAYER OF GYP BOARD ON EACH SIDE OF THE STUDS UP TO THE DECK ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER -AND- CARRY SOUND INSULATION TO AT LEAST 6" ABOVE CEILING. 9.3. AT FIRE RATED WALLS: CARRY ENTIRE ASSEMBLY UP TO DECK ABOVE. PROVIDE FIRE -STOPPING AT PENETRATIONS & PERIMETER. SEE DETAIL XX! A8.6X 94. AT EXTERIOR WALLS: CARRY GYP BOARD UP TO THE STRUCTURAL DECK ABOVE TAPE VAPOR RETARDERS TO DECK. 10. PROVIDE ALL NECESSARY FRAMING TO EXTEND FINISHES TO DECK WHERE REQUIRED, INCLUDING AROUND INTERSECTING STRUCTURE. 11. PROVIDE ACOUSTICAL CAULK AT ALL GWB-TO-FLOOR & GWB-TO-DECK INTERSECTIONS. SEE DETAIL G1 / AB 4A 12. SEAL ALL WALLS, ROOF & SLAB PENETRATIONS WITH SEALANT. TAPE ALL PENETRATIONS THRU VAPOR RETARDERS AND AIR BARRIERS W/ TAPE PER MANUFACTURERS RECOMENDATIONS. TYPICAL AT WALLS, ROOFS & SLABS. 13. AT INFILL WALLS, MATCH EXISTING CONSTRUCTION MATERIALS AND THICKNESS. 14. ORIENTATION AND COLOR OF METAL PANELS ARE DEPICTED ON THE EXTERIOR ELEVATION DRAWINGS A3.1. SERIES. 15. COLOR OF FIBER CEMENT PANELS ARE DEPICTED ON THE EXTERIOR ELEVATION DRAWINGS A3.22 SERIES. DENDUM 1 - EgW DRAWING RREVISION 9/17(18 NUMBER DATE S PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOM 1250 Paufk A State 100 Wash616tan 98402 2536215599 BLRB coo Drawing Title: WALL TYPES STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 2 3 4 6 7 FOUNDATION TYPES FOUNDATION TYPES ASSEMBLY B D GCM 9 KEYNOTES DESCRIPTION '�033000.0 CONCRETE ---072100XPS EXTRUDED PS INSULATION (11 03300E WS ATERSTOP 033000.0 CONCRETE (6") 072100,XPS EXTRUDED PS INSULATION 033000.WS WATERSTOP -042000.CM CONCRETE UNIT MASONRY —042000.G GROUT 072100.XPS EXTRUDED PS INSULATION 072727,FAF FLUID -APPLIED WATER IMPERMEABLE FLASHING 033000C CONCRETE ----072100.XPS EXTRUDED PS INSULATION (6") (2") K FLOOR TYPES FLOOR TYPES ASSEMBLY KEYNOTES I-III-1 1 11 II I I I-1'', 1-111-111= DESCRIPTION HOPE SHEET WATERPROOFING 033000C CONCRETE 033000C 1 CONCRET CONCRETE SLAB STEEL FLOOR DECK ROOF TYPES ROOF TYPES R1 EXISTING ROOF;E FOR REFERENONLY EXISTING ROOF, FOR REFERENE ONLY R3 ASSEMBLY 075216.SRS DESCRIPTION SBS ROOFING SYSTEM 075216.C8 i COVER BOARD 075419.RIB I ROOF INSULATION BOARDS .-075216.VR I VAPOR RETARDER ----075216.SB ---075216.SRS 675zts.c6 5 07541E RIB - 075216VR 075218.SB 1 HR ROOF ASSEMBLY U.L. No. P740 05310E ARD 075216.SRS /075216.CB ER4., L R5 VESTIBULE — /---075216.VR —072100PS0 --075216.SB SUBSTRATE BOARD (5/8") ACOUSTICAL ROOF DECK SBS ROOFING SYSTEM COVER BOARD ' ROOF INSULATION BOARDS VAPOR RETARDER SUBSTRATE BOARD (6l8") ACOUSTICAL ROOF DECK (SEE STRUC RAL) TOTAL) TOTAL) SBS ROOFING SYSTEM COVER BOARD VAPOR RETARDER POLVISOCYANURATE BOARD INSULATION SUBSTRATE BOARD (5/0") 053100.RD STEEL ROOF DECK -075216.SRS SBS ROOFING SYSTEM 075216.C8 1� COVER BOARD 07210E PSO POLYISOCYANURATE BOARD INSULATION (5" TOTAL) (8" TOTAL) IVAPOR RETARDER 061600.PWS I PLYWOOD SHEATHING (12") SEE STRUCTURAL FOR NAILING (3x8) SEE STRUCTURAL FOR ATTACHMENT (SEE STRUCTURAL) E075218.SRS SBS ROOFING SYSTEM 1 075216.C8 I COVER BOARD 072100.PS0 POLYISOCYANURATE BOARD INSULATION (2" TOTAL) —075216.VR 1 VAPOR RETARDER 075216.SB 53100RD SUBSTRATE BOARD (6/8") STEEL ROOF DECK (1-12") 03300E C 033000.S 03300E WS 04200E CM 042000.G 053100 ARD 053100.FD 053100.RD 061600.PWS 072100.PS0 072100.XPS 072727.FAF 075216.CB 075216.SB 075216.SRS 075216.VR 075419.RIB KEYNOTE LEGEND CONCRETE CONCRETESLAB WATERSTOP CONCRETE UNIT MASONRY GROUT ACOUSTICAL ROOF DECK STEEL FLOOR DECK STEEL ROOF DECK PLYWOOD SHEATHING POLYISOCVANURATE BOARD INSULATION EXTRUDED PS INSULATION FLUID -APPLIED WATER IMPERMEABLE FLASHING COVER BOARD SUBSTRATE BOARD SBS ROOFING SYSTEM VAPOR RETARDER ROOF INSULATION BOARDS REVIE D FOR 0 JAN 14 2019 £i • Tukwila 9UI DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2010 PERMIT CENTER i ADDENDUM 1 -PERMIT REVIEW slims 1 �uMeEDRAWING RREVISION LDATEd S PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 2,]'chtects 256Na0789 Ie 700 Nai6n9tun98402 153.6215599..... FOUNDATION, FLOOR & ROOF TYPES 5932 REGISTERED 8894/7EC 1 L STAiE OF WAGHINGiON BLRB ARCHITECTS, P.S. 1 2 170. 0" 3 A B AC AD AE AF D AG AH E F cAK (AL G H K 1,9 4'. 830 1166 128 I20 126 61 21 I I , I 1 I 122 JD -117F-ri 1-111 70 116l") 121 80 LIT/D 101 ("1206 1 A2 J2 75' - 4" 1ST FLOOR REFERENCE PLAN 1118,1.-0.'@ FULL SIZE 114 C4) (CS)16-4 C6 ( C7 132 148 C141) 157 153(-192 158 8' -4 5/8. B7 147 Cs,E3) 144 J, 42 B2.2 il Outdoor Lqal rning 7 Courtyard Outdoor Courtyard EADDER XIECH PLATFORM (B10) 135 AA AB 168 AC R7_:31;3rs AD 157 (TOD, (B12 (B13, 256 (B14) (B15I 85 280" 321 5517 6 43A 2226 322 (816) B5.4 8150,5 (B18) 28' - (Big OPP, (B17) (B18) (B191 (B20) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2913 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM 1 - PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 125088c11" • • .• 1ST FLOOR REFERENCE PLAN 10.01.2018 Drwr BY mums 82218 ARCHITECTS, P.S. A B c D E F G H K AC ADr AE `AK AM A AP 4�) 2 lC2) vie 2199 2198 f 200D 201�d 32 220 2A 212 212C I 208 210 2ND FLOOR REFERENCE PLAN ® 1116"= 1'0 OFUILSIZE B7 B8 `CJ6 242 7 B2.2 OUTDOOR LEARNING COURTYARD OUTDO R LEARNT G COURTYARD BG A8 A9T B 10) B3.3 83.1 D1 4 (D2 IB12) 1\B )D44 B13) iB14) 5 ,I 1'1111 IB 15 B16) 6 (B17) 818) 7 (B20) BH REVIEWED FOR CODE COMPLIANC APPROVED JAN 04 2019 City of Tukwila MOLDING DIVISION RECEIVED CITY OF TUKWILA SECOND FLOOR KEYPLAN NUMBER I DESCRIPTION T DATE__ DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District I250P si7s Ave. Suite AO Bashi 9fon 90402 25352.5599' BLRB;can 2ND FLOOR REFERENCE PLAN Date 0.01.2018 Stamp 5932 I REGISTERED ARCHLTE Y t..)IE 22 mArs OF WASMAGTON BB"' BY: Author Sheet No. A2.02 OCT 09 2810 PERMIT CENTER BIBB ARCHITECTS, P.S. 2 3 4 6 7 9 A B C D E F G H K \A� AM.) AN A 1ST FLOOR - PHASE 2 - AREA J 1/8"=1'-8" @ RILL SIZE B2.2 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DMSION RECEIVED CITY OF TUKWILA OCT 09 2010 PERMIT CENTER 1 ADDENDUM 1-PERMIT REVIEW ) 9I17118 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB= ' ..s FLOOR PLAN - REFERENCE - AUDITORIUM REGISTERED ARC�,.IIEST\ E RIX STATE FWASHING BIRB ARCHITECTS, P.S. A B D E 06 (B12) Ll �/���-1 ST FLOOR - PHASE 2 - AREA J �/ 1/8".1'A"© FULL SIZE 06 3D06 (306A' AJ 06� (3OlD l�! 07C\ J 308 09 /08'3 308 08 A/ 309 09 C11A A 06B \3068 `��BJ 11 A 30� 10 Afp 08J REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER 1 JADDENDUM 1 PERMIT REVIEW 9/17/18 _.._.._.w____ NUMBER _..__._._ DESCRIPTION i DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District FLOOR PLAN - REFERENCE - GYMNASIUM & LOCKERS REGISTERED I ARC ITEG r� 0ND 1 LEE R0. MOND rAENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 9 /9/2018 1:25:36 C1 A B C 0 E F 0 H K 0T9500AJS i_ NE 079500AJS Al 0.AJS 16A 116A A 1 F1 1ST FLOOR PHASE 1 - AREA A 1/8° =1'-0"() FULL SIZE PICAL OPP/SIM D o or Pt STE1 1 - 1". I 5'-0, 1 TREADS 011' E.A. RISER FINISH WALL CONSTRUCTION ON ALLowfailr xscMccNsss� 131 83 OPP/SIM 85 OPP/SIM 08 OPP/SIM E DEMOLISH DOOR IN PHASE Z Cove •pl4o) inAwito.tel A3 OPP/SIM D 83 OPP/SIM B5 OPP/SIM OPP/SIM 0 CD 83 OPP/SIM BE OPP/SIM B8 OPP/SIM B8 OPP/SIM 102600.PWG TEMPO 00 D6.._ 02 102600.PWG 102600 PWG \102600.PWGji A4 0 DEMOLISH WALL IN PHASE 3 TEMPORARY WALL 079500.AJS 079500 AJS A6 A7 02600.PWG 102600 PWG OPP/SIM D B3 OPP/SIM B5 OPP/SIM B8 OPP/SIM C8 G D1 0795OOAJS ROOM LEGEND - PHASE 1- 1ST FLOOR Na 6A CORRIDOR ENTRY/VESTIBULE VESTIBULE 6C 116D 116E STORAGE STORAGE FIRE RISER R00 117 CORRIDOR 11TA 118 VESTIBULE CORRIDOR CORRIDOR 0 LEARNING STUDIO LEARINING STUDIO 32 LEARNING STUDIO RNING STUDIO RNING STUDIO RNING STUDIO 6 CIE I APPLIED LEARNING t08 SCIENCE STUDIO lA ]8 'SMALL GROUP SCIENCE PREP 8 SCIENCE STUDIO 39 LEARNING STUDIO 41 _`WOMEN 42 ELEC 43 MEN'S TOILET 48A 48E ,STAIRS 5 DRESSING ROOM HOT WATER HEATER STAIRS 5 KEYNOTE LEGEND ARCHITECTURAL JOINT SYSTEM RD REVIEWED F CODE COMPLIANORCE APPROVED JAN 04 2019 City of Tukwila BUILDING DMSION CITY OF 1 UK ILA DEC 20 2010 PERMIT CEP/TER FIRST FLOOR KEY 7 AS11 1 ADDENDDMI NUMBER DESCRIPTION DRAWING REVISIONS 11/20/18 9/1T/18 DATE CONFORMED SET „au Foster High School Modernization and Addition Tukwila School District BLRB architects TACOMA �+ sIe/o '.wash 5i6 JI 940E ,; iR9.` BLRB Daw�e9rae: PHASE 1 - 1ST FLOOR PLAN - AREA A Date 09 05 2018 o` Sy Author Rev" ed 11/08/2018 PrI 1N 16.08�W d.., Stamp .., .,m. ..,. Sheet N 5932 ' REGISTERED ARCS A2 11A LEE RI NTON STATE OMNASNINGTON of a° BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 9 STUD STUD 16'-4" TEMPORARY WALL 2— TEMPORARY STAIR I SIB 'k, M ` VA 01 deo) NOXIoai3 Al 0'-0" F1 1ST FLOOR - PHASE 1 - DIMENSION PLAN NORTH _.. '.. 1/8"=1'-0"Q FULL SIZE 10'- 8" A5 STUD I STUD 0 TEMPORARY WALL 4w yr 16' - 75/8" 13'-81/2" uuu 28' 4" 18'-0" CSTUD 2 2" 5'-9" C8 STUD 0T GENERAL DIMENSION PLAN NOTES: 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F,O.S.) OR (C.O,C,) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N,0.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (ONO.). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEETA2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3, PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING &ACCESSORIES, WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4. SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5,0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5. AT 093000. WT (WALL TILE) OR 093000,WTL (LARGE WALL TILE), SUBSTITUTE 093000.BB8 (BACKERBOARD 5/8" THK.) FOR 092900,IGB (INTERIOR GYPSUM WALLBOARD) 6, SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. 7. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GWB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE w/ WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION CITY OF 1 u1EC�IILA DEC 20 2010 PERMIT CENTER PHASE AREAA FIRST FLOOR KEY 1 ADDENDUMI NUMBER DESCRIPTION 9/11/18 DATE DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District BLRB archstects� TACOMA <Are„ uil¢109, Waih 9I n9E493_ of BLRB ..5. ... .. ,,. .... > ,. ... . Drawing Title: PHASE 1 - 1ST FLOOR DIMENSIONS, AREA A Date 09 05.2018 ` ° BY Author Revised 11/08/2018 ProJerI th 16.08, Stamp .�..,,". .' Sheet N ...".."........ .....".... ` p 5932 REGISTERED ERDFEN/ .. o \Zi�/ " STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 7 A B C D E F O I),AF� AG)- AHj I A6j (A6) A7) OPEN A R COURYY9RD TEMPORARY WALL J2\ 1ST FLOOR PHASE 1 - AREA B 118"=1'A"®FULL 512E SF39I 079500 AJS A8 087200EM 097200.EM- 136 B7 AJ 102600.PWG ISF05' t‘t,, 079500AJS---: 102600.P E3 �13]� G4 A5.11 LO Gi 102600.PW 102600.PWG 07B 102600.PWG/ D2 A5 613 102600.PWG\ 102600.PWG OPP/SIM G4 102600.PW 102600 PWG K4102600.PWG �� \V- SOEFcc, \ F\ 511C v� SEGJ , 2� vG4\ 102600 PWG `/STATTqtb w Ki �/ Fek F6 LA5,11C ,�. C �� 102600.P D5F.42 5 7A 117A � r ♦ � � imiSF43I vF2 \. BB / F4 F3 3F45; 079500AJS F9 102600.PWG \ B2 EtT 10,0 I....0\ E3 OPP/SIM E6 OPP/SIM AA5.110 1�61 G1 OPP I`M B2.2 ;D2; (D3)) D4 ___(D4) SF-15 102600.PWG, 07950034E-,, (D5( -'� 079500AJS ROOM LEGEND- PHASE 1. 1ST FLOOR wlwt Name 16 116A 1168 116C I1160 116E 117 117A 18 19_ 30 CORRIDOR '.. ENTRY/VESTIBULE VESTIBULE STORAGE STORAGE FIRE RISER ROO ORRIDOR VESTIBULE ORRIDOR ORRIDOR EARNING STUDIO 131 LEARINING STUDIO 132 _ -ILA STUDO 13(LEARNING STUDIO 134 - ----(LEARNING STUDIO 135 (LEARNING STUDIO 136 CTE/APPLIED LEARNING LAB 1137SCIENCE STUDIO 1137A SMALL GROUP 13]B SCIENCE PREP 136 'SCIENCE STUDIO 1139 _ 1 LEARNINGSTUDIO i 141 ;WOMEN 1142 ELEC 143 MEN 1144 TO/LET STB IIOF �STAIRSS iSTAIRS S 079500.AJS 097200 EM 102600 PWG KEYNOTE LEGEND ARCHITECTURAL JOINT SYSTEM EDGE MOULDING PLASTIC WALL GUARD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 20i0 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM 1 PERMIT REVIEW 9,11]/18 NUMBER DESCRIPTION L DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB<e,, net 9 Drawing Title: PHASE 1 - 1ST FLOOR PLAN - AREA B 5932 REGISTERED ARcr�ITE0T � l r E FLEE RA M0ND EENTGN 'I STATE OE WASHINGTON BLRB ARCHITECTS, P.S. GENERAL DIMENSION PLAN NOTES: A B D E F /2018 3:05:17 PM O AF� AI-1) — TEMPORARY WALL B2.2 \ 1ST FLOOR - PHASE 1 - DIMENSION PLAN AREA B 1I8"=1'-0"@FULL SIZE B3.3 B3.1 '-" 4'\ 1_OS \� � � \ k a 464 1\ \ i t sM3j . \": <Es \0812 \ STUD (D3 D5 STUD BB) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 20;8 ERMIT CENTER 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F O.S.) OR (C.0 C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.O.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U,N O,). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEETA2.BA FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATE wl PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4 SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS, 5. AT 093000. WT (WALL TILE) OR 093000.WTL (LARGE WALL TILE), SUBSTITUTE 093000.BBS (BACKERBOARD SIB" INK.) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS, 2. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GWB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUBNOTE. 11. DOORS, WINDOWS, RECITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE WI WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). FIRST FLOOR KEY I NUMBER i DESCRIPTION J DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOM 1250Padfic 3 253 RB,. 840' is PHASE 1 - 1ST FLOOR DIMENSIONS - AREA B Date 10.01.2018 Rev&sed Stamp 5932 I REGISTERED ARC IT£6T LEE RA MOND FENTON �GTATEOF INA6HINGTON j Drawn By: Author Project No. 16.08 Sheet No. A2o11B 0f d BLRB ARCHITECTS. P.S. 2 3 4 6 7 A (AA, B C D E F Al C2� SF (C3) SF10 079500.AJ6 Fat 2268 206 SF021 OPP/SIM K C229 j J1 OPP/SIM A5.t2A-J2 OPP/SIM J5 OPP/SIM C4 (CS) SF- C6) 102600.PWG6 G Be (A2( 2ND FLOOR PHASE 1 - AREA A A4 MECH , SMART $� G° e 02600.PWG 079500AJS OPP/SIM K 230� J1 OPP/SIM J2 OPPISIM J5 OPP/SIM nn 2 0 08.2 102600.PWG OPP/SIM K1 A �'2 ISF03�� Di A i( 231� 11 OPP/SIM .„ .. J2 OPP/SIM OPP/SIM \C7) (C8) OPPtSIM K ECH AFT 23271, J1 OPP/SIM J2 OPP/SIM B7 23 4 cG 102600.PWG Dt A97A 243 244) 7 239 OPP/SIM r206 2102600,PWG \i. �r 102600 PWG _SLY E5 A5.12A L240 ''`07/ \9 0i / G OPP/SIM K 33 J1 OPP/SIM ..m. _... J2 OPP/SIM OPP/SIM 233 —_ __ N Att7 102600. PWG 5T4) ECG i DN I}-102600auws I E2 A968 102600.P3NG/ 2A E8 S1F0 55 SFt7 SF ioi i241 ROOM LEGEND - PHASE 1- 2ND FLOOR Number I NameI, 206 CORRIDOR 207 [CORRIDOR 228 (LEARNING STUDIO I 229 LEARNING STUDIO 230 IEARNING STUDIO 231 232 [LEARNILEARNNINGNG STSTUDIO UDIO 233 [[LEARNING STUDIO 234 I CTE I APPLIED LEARNING LAB 235 [SCIENCE STUDIO ;SMALL GROUP SGIE [SCIEENGNCE STUDPREPIO 236 237 238 239 240 (GROUP LEARNING WOMEN ELEC 241 ICOMorence Room 242.......__ "MEN._.... 243 [TOILET ST4 STAIR 4 KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM 102600.PWG PLASTIC WALL GUARD G SECOND FLOOR KEYPLAN111. H REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2910 PERMIT CENTER 1 ADDENDUM I -PERMIT REVIEW 19/17/18 NUMBER DESCRIPTION ; DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 520682GCAre. Wa1 090on 9&82 512755119 PHASE 1 - 2ND FLOOR PLAN - AREA A Stamp 5932 1 1 REGISTERED 1 ']VARC ITECT EII RA�MO TON 1 srAIF OFwASHINGTOR' Drawn B Author Project No. 16.08 Sheet No. A2.12A BLRB ARCHITECTS, P.S. 6 7 8 9 A B C AC D E E`OSM( E666/ BS90/ EBS2 28' 4" 4 c4) (C5) 28'- 43/4" 18'-0" ROOF OVERHANG ABOVE 228 31/8' 858 851 12'-0" 853 a Isis 28' - 4" M1 2311 8S3 P566 (C7) 28' - 4" 5-75/8" 22`- 51/4" )C8) (E652 2 206 653 \Al 1 AG - 13/8" r 3 16'- 07/8" 552 855 F A4 A5 F1 ' 2ND FLOOR PHASE 1 - AREA A DIMENSION PLAN Ire-40"QFULL SIZE G kq I 2431 1�2> I 6S 2 101/8" 42 2 452 4 15'-61/2' -."" 6, 0114" 2391 240 3. 9" L �4 2 ,\ 4S _452, 2 `A6) 101(2" E6S2> A7) A8 207 51 ST4 DN J 8 E852 A9) _..._.less 0852 c0656 a��6' F8�2 �eSG. a EE6Sl6 E14SM3 E6S2 \�ABJ AC REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 291a GENERAL DIMENSION PLAN NOTES: 1, DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F O S.) OR (COL.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.0.). (EOM.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U.N.OJ. DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEET A2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES, 3, PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4 SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5, AT 093000.1/VT (WALL TILE) OR 093000.WTL (LARGE WALL TILE), SUBSTITUTE 093000.8E38 (BACKERBOARD 5/8" THK) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS, 7, COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS, 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER. SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS, 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS, 10, WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF G WB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE, TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE, 11. DOORS, WINDOWS RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL, COORDINATE w/ WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS, WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE, 12, FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). SECOND FLOOR KEYPLAN DESCRIPTION � DATE I NUMBER D ION DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA I280Pa[ific Av Suite100 Washington 02..' 6536315599 Drawing T- e: PHASE 1 2ND FLOOR DIMENSIONS AREA A Date 0.01.2018 Revised Stamp 5932 RE� GC7 ECTD I AR ILE RA ooNo°FEN 10 STATE OF WASHiNGTON Drawn By Author Project No. 16.08 Sheet No. A2.12A d PERMIT CENTER BLRB ARCHITECTS, P.S. ROOM LEGEND - PHASE 1 - 2ND FLOOR Name A B C D E F 2 A6 1 1! 2ND FLOOR PHASE 1 - AREA B (A8) 7-102600 PWG 102600 PWG B2.2 (234 t ,SF-26 O�BF25 Hi A5.12B (340 20] )A5.128 /)S —102600.PWGWG 102600.PWG BB B3.3 B3.1 5` 4 ISF35 -`238 ( B2( D11 OPP/SIM B1 B4 OPPI5IM B6 OPP/SIM (D3 4) It=f655=ffts=s1 1/8"=P-0" QFULL SIZE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2010 PERMIT CENTER 206 207 ;CORRIDOR _..._-..__._......... t CORRIDOR 228 229 230 I LEARNING STUDIO !LEARNING STUDIO !LEARNING STUDIO 231 LEARNINGSTUDIO 232 jLEARNNING STUDIO 233 LEARNING STUDIO _.._ 234 :GTE (APPLIED LEARNING LAB 235 :SCIENCE STUDIO 2 235E35A I SMAGR SCIENCELL PREOUPP 236 SCIENCE STUDIO 23 LEARNINGSTUDIO 238 GROOPLEARNING 239 WOMEN 240 ELEC ._._.......................... 241 Conference Room 242 MEN 243 TOILET ST4 STAIR4 KEYNOTE LEGEND 079500.AJS ARCHITECTURAL JOINT SYSTEM 102600.PWG PLASTIC WALL GUARD SECOND FLOOR KEYPLAN ADDENDUM? DESCRIPTEON W 9DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA. 110Pa1i111 Ave. 51 le MO D awing Title: PHASE 1- 2ND FLOOR PLAN - AREA B Date: 10.01.2018 Stamp 932 I I REGISTERED ARC ITE0T Ufi1akf,r� EE RAYMOND FENTON STATE OF WASHINGTON Drawn By: Author Sheet No. A2.12B BLRB ARCHITECTS, P.S. 3 2 4 5 6 7 9 GENERAL DIMENSION PLAN NOTES: A B C D E F 6, A7, III OPEN TO BLOW (A9) E8522— 2ND FLOOR PHASE 1 - AREA B DIMENSION PLAN 1/8,I-0"(A FULL SIZE `4S2 ,CEE 6M3\ \ \p= —\:E65M0 ® s�_ 'I4s3 m`\ , lifr°—<:\ Ill 236 (D5 ) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F,O,S.) OR (C.O.CJ CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.O.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (O.N.O.). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEET A2.OA FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES, 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL, COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4, SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5, AT 093000. WT (WALL TILE) OR 093000.WTL (LARGE WALL TILE), SUBSTITUTE 093000.868 (BACKERBOARD 5/8" THK) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. ]. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS, 0. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAVER EA, SIDE OF G WB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS. WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE wl WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE, 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). SECOND FLOOR KEYPLAN NUMBER 1 DESCRIPTION J DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pacific Are. 50)165 Washington 9849 SLR,' con' PHASE 1 2ND FLOOR DIMENSIONS AREA B Date 0.01.2018 Revised Stamp 932 I REGISTERED ARC}JITEST v;Iv RA41 LEE RAYMOND ENTON STATE OF WASH�NGTON Dawn BY: Author Project No. 16.08 Sheet No. A2.12B 09 d BLRB ARCHITECTS, P.S. A e D D E F M �AM AP 10079500 AJS 6� 02 21 02600. W, 6 SF39 1ST FLOOR - PHASE 2 - AREA E El = 1/8, 1'-0"@FULL SIZE `AM Ii I I I i—'11 ALIEN TO IFINIS"H FASE.. G6 IA521A r_(_I I102600.PWG INDICATES CONTINUOUS BULLET RESISTANT PANEL C1 ENLARGED ADMIN/RECEPTION PLAN, PHASE 2 AREA E 114"-i'-0"@FULL SIZE A3! A4 GT BUILT-IN' DISPLAY CASE I I J2 A2,21 3 A5'' 079500AJS 4 30 BH (B5 0 I F6 (B 18) 1ST FLOOR - PHASE 2 - AREA J K5 ® , 1/8, RO" @FULL SIZE s B5.4 (B 19) F1 F2 7 K3 A6.3G MED @ PCR / it / TKr HIGH @ ROOF / 9F-13 (B20) 9 ROOM LEGEND- PHASE 2- 1ST FLOOR Number 100 I WAITING AREA 101 1RECEPTION 102 103 WORK CONF/OFFICE 104 105 106 107 108 109 CONFIOFFICE iASSISTANT PRINCIPAL PRINCIPAL {OFFICE iTESTING t ISS !OFFICE 110 (ELEVATOR MECHANICAL ROOM 111A JANITOR CLOSET 111E 111C 111D I MEN'S 'IWOMEN'S _____ MAIL ROOM 112 113 113B 312 312A 312C STOR HEALTH RESTROOM TEMPORARY COMMONS A F000STORSEGERVICE A VESTIBULE SECURITY 079500 AJS 102600.PWG KEYNOTE LEGEND ARCHITECTURAL JOINT SYSTEM PLASTIC WALL GUARD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila ILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER H FIRST FLOOR KEY 1 ADDENDUM I - PERMIT REVIEW I 9/17/18 NUMBER DESCRIPTION j DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Drawing Tile: PHASE 2 - 1ST FLOOR PLAN AREA E AND AREA REGISTERED ARCHITECT SEATEa WASHNGTON BLRB ARCHITECTS, P.S. 2 3 4 7 8 A B C D E F G K Ali (AK) 20-0 1ST-PHASE2-ADM F1 _._.......__ . 11B"= P0" @FULL SIZE IA?i NISTRATION AREA E (A5 (B18) B 19) T FLOOR ® - 13 -1-0PHASE 2 AUXILLIARY GYM AREA J 1=4 IB20) GENERAL DIMENSION PLAN NOTES: 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F.O.S.) OR (C.O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.0.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U_N.0.). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEET A2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4. SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5. AT 093000, WT (WALL TILE) OR 093000. WTL (LARGE WALL TILE), SUBSTITUTE 093000.BB8 (BACKERBOARD 5/8" THK) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. 7. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING. WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS, 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GWB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION T06'. ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE wl WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12, FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). RE IEWED FOR COD COMPLIANCE PPROVED J)AN 04 2019 B --C- S 1 ' of Tukwila —Oily of DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER FIRST FLOOR KEY rADDENDUM I -PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Drawing Title: PHASE 2 - 1ST FLOOR DIMENSION PLAN Stamp REGISTERED I ARCHITECT 0✓IE 0 STATE MOND 0 l BLRB ARCHITECTS, P.S. 2 3 4 6 7 6 A B C D (A3) (A4) (A5) Bi B4 A5.22A F3 fil F4 ® 'BB B 2ND FLOOR PHASE 2 - AREA E FULL SIZE E (A2) F G H (A3 `A �A3 l< K12ND FLOOR PHASE 2 - AREA E DIMENSION PLAN 1/8,1'W FULL SIZE 01 2 4" (A5) ALA 1 G A522A) A2% C5 ENLARGED STAFF KITCHEN 114=1'-0"(q FULL SIZE iB191 (K5\F- ND-- FLOOR 1PHASE 2 - AREA J DIMENSION PLAN i'A"@FULL SIZE IB20) ROOM LEGEND . PHASE 2- 2ND FLOOR I Number 1 Name I 203 CAT WALK 208 I OFFICE 209 (SECURITY OFFICE STAFF L 211 GUNGE 211A KITCHEN 212 (HALL 212A I RESTROOM 212B . -_.. --- RE RESTROOM GENERAL DIMENSION PLAN NOTES: 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD(FO.S.) OR(C.O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U N 0.), (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U.N.O.), DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEET A2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3, PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING &ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED. PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4. SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5, AT 093000. WT (WALL TILE) OR 093000 WTL (LARGE WALL TILE), SUBSTITUTE 093000.BB8 (BACKERBOARD 5/8" THK.) FOR 092900.1GB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. ]- COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS, 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND(1) LAYER EA. SIDE OF GWB (092900.IG8) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11, DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE w/ WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS, WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). 079500 SFB 083513.FRF 102600.PWG KEYNOTE LEGEND SEISMIC FIRE BARRIER FIRE RATED FOLDING DOORS PLASTIC WALL GUARD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2819 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 SECOND FLOOR KEYPLAN 1 I ADDENDUM 1 -PERMIT REVIEW 9/11I11 NUMBER DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB PHASE 2 - 2ND FLR PLAN & DIMENSION PLAN PERMIT CENTER BLRB ARCHITECTS, P.S. 5 6 7 8 ROOM LEGEND - PHASE 3 - ACADEMIC WING (Al A AD B c iAE D Aj E (AH G H AJ A2 1-64-4 MINOR REFRESH: SEE REFRESH SCOPE NOTES 0Z7 r 1 PHASE 3 FLOOR PLAN AREAC K1"'�'`"'® 118"61'-0" @FULL SIZE A3 (A4j $ cG , 102600.PW A5.31AI 6 A5. A5 07 102600.PWG c4 102600.PWG 2600.PWG — u 64. �.L. 148 r102600 PWG 102600.PWG OPEN WALL AT COMPLETION OF PHASE 1 A5.316 102600.PWG 02600.P ) A6) 0]9500AJSJ 102600.PWG 5.318/4KS 16 A K5 OPP/SIM K]°. A5.31C K8 OPP/SIM K6 04 PI 62 j A AJ 162 OPP/SIM F6 ........0:5em_ 0]9500 AJ 079500AJS WH 148E 1480 \..... 079500 A (A7 ) (A8) LEARNING COURTYARD t.097200.EM 164; F] OPP/SI OPP/SIM G2 ® I01 OPP/SIM C6 M F6 P/SIM G2 F] OPP/5 G1 ,OPP/SIM 0]9500AJS 079500.A 0102600.PWG\ ISF08 AE ROOM A222 IA ROOM A221 AGj CG CORRIDOR ROOM A219 2ND FLOOR PHASE 3 - AREA C CHASE DEMO ((-6), 1/8"=1'-0"@FULL SIZE K4 BDA 079500.A 102600.PWG' A5.31A / 079500.AJS K5 ENLARGED FLOOR PLAN - OFFICES 1/M'=1'-0" @FULL SIZE CORRIDOR ROOM A224 OFFICE ROOM A223 43i CUT FLOOR FOR NEW CHASE -4' ROOM A220 REFRESH SCOPE NOTES: I. PATCH, PRIME AND PAINT EXISTING WALLS TO MATCH AS NEEDED TO CORRECT ANY DAMAGED SURFACES. II. REMOVE AND REPLACE DAMAGED CEILING TILE. NEW TILE TO MATCH EXISTING. III. WHERE DEMO OCCURS CREATING A WALL CONDITION WITH NO RUBBER BASE, NEW RUBBER BASE TO BE INSTALLED TO MATCH EXISTING. IV. REMOVE AND REPLACE ANY DAMAGED LIGHT FIXTURES TO MATCH EXISTING. V. EXISTING SCIENCE LAB FUME HOODS TO DEMOLISHED AND REPLACED PER SPECIFICATION. iccCORRIDOR ROOM A218 5 (4) 6 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIWEO CITY OF TUKWILA OCT 09 2018 PERMIT CENTER Number Name 6 216 CORRIDOR CORRIDOR SCIENCE STUDIO 126A SCIENCE SUPPORT 127 SCIENCE STUDIO —J / 1127A SCIENCE SUPPORT 1128 SCIENCE STUDIO 140 POTTERY/ART ROOM 140A TART PREP ROOM 1140B J KILN 145 1146 ;147 :148 LEARNING COMMONS SMALL GROUP SMALL GROUP SPECIAL EDUCATION DRESSING ROOM 148C 150 1151 1152 WATER HEATER SPECIAL EDUCATION LEARNING STUDIO COUNSELING SECRETARY 153 154 OFFICE CORRIDOR 155 156 157 158 CORRIDOR WORK OFFICE SMALL FLEX OFFICE CAREER OFFICE 60 SMALL FLEX OFFICE OFFICE 162 SMALL FLEX OFFICE 163 I CONFERENCE TOILET TOILET 167 LARGE FLEX OFFICE 168 OFFICE 169 OFFICE 170 CONFERENCE 0]9500AJ5 097200.EM 102600 PWG KEYNOTE LEGEND ARCHITECTURAL JOINT SYSTEM EDGE MOULDING PLASTIC WALL GUARD FIRST FLOOR KEY ADDENDUM 1 - PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB :S:a TACOMA.-I 01822.5599 BLRB.5O n., PHASE 3 - 1ST FLOOR PLAN - AREA C 0.01.2018 Revised Stamp 932 REGISTERED rARG,HITEG 4 LE. 42/480 \EENTON I STATE OF WASHINGTON , Brew' By: Author Project No 6.08 Sheet No. A2.31C of BLRB ARCHITECTS, P.S. 30/2018 3:06:19 PM 2 Ali 1ST OR - PHASE 3 AREA C DIMENSION PLAN ��KKi ..._._...._...... F.Rw=i=1 118"=1'L8"@FULL SIZE (A3) (A4) '853 694 �;i 453 519� 4S3 I(g sss, , 151 453r 13'- 81/2" A8 s 7 8 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila UILDING DIVISION RECEIVED CRY OF TUKWILA OCT 0 9 2818 GENERAL DIMENSION PLAN NOTES: 1, DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F O.S.) OR (C O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.0.). (EOM) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES. UNLESS NOTED OTHERWISE (U.N.0,4 DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2 SEE SHEETA2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3, PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING, WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATE w/PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS, 4, SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5. AT 093000. WT (WALL TILE) OR 093000 WTL (LARGE WALL TILE), SUBSTITUTE 093000.888 (BACKERBOARD 5/8" THK) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6, SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. ]. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS, 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS, 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GWB (092900,1GB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11, DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL COORDINATE w/ WINDOW & DOOR DETAILS (AT SERIES) FOR ALL ROUGH OPENING /SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12, FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). FIRST FLOOR KEY I 1 (ADDENDUM1-PERMIT REVIEW NUMBER I DESCRIPTION I DATE DRAWING REVISIONS 9/17/18 ) PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ;r TACOMAj 1893 f<Ay wi)e/oo 90402 5143)5599; BLRB„ Drawing Ti le: PHASE 3 - 1ST FLOOR DIMENSIONS - AREA C Date: 0.01.2018 Revised Stamp 932 1 RRG9T�D 1 �/) I1 /) LEE 9A/'M�ON �FENTON STATE OFWASHINGTON Drawn By: Author Project No. 16.08 Sheet No. A2.31C d PERMIT CENTER BLOB ARCHITECTS, P.S. 2 REFER TO WALL PLANS 3 4 5 6 7 8 A B C BLOCKING AS REQ. ------ 074213.FT---' 076200.CP�4 054000.5 074213 MP-\ 074213 ZF-\ 072100-MW 0929003W8 061000 WFU� , 3/16iJ GRINDLDS & SMOOTH ALL 07272WE SAM CONT. ALL COOT. ALL AROUND ESCUTCHEON PENETRATION S PLATE OVERLAP MIN - HSS STRUT PER STRUCTURAL GRIND & SMOOTH A WELDS 3116H �-i PIPE PENETRATION @ CANOPY D � , 11/2'=1'.0 3FULL SIZE E G H K 11 7/6" 3/161L,,,-c} ELEVATION OF ESCUCHEON PLATE PER ARCH. CANOPY STRUT PENETRATION 074213.MP 072100,MW- BLOCKING AS REG-- 074213 FT-/ 076200.CP- 074213 ZF-, 072727.SAM 092000.GW8 074213.MP- 07272T SAM/ APPLY CONT. ALL AROUND @3"MIN --- 076200.CP 074213.FT - 076200.CP n- 074213 FT 072727.SAM FOR ROOF TYPE REFERENCE ROOF PLANS A2 SERIES 075216.SRS 075216.CB 072727.SAM / r075216CB / 1�053100.RD ST STLJST HSS COL. WHERE OCCURS \_J LJ \ 1 1_1 \_____ ...._35IF HSS4x4x3/8 Frni=4==.91 V2"=1'0 3 FULL SIZE 11 7/8" G-- ELEVATION OF ESCUCHEON PLATE BLOOKING REQ. AS REQ. - 074213.FT-/ 076200.CPJ• 072727.SAM/ APPLY CONT. ALLAROUN @3"MIN CANOPY PENETRATION @ VESTIBULE 2FULL SIZE 076200.CP 074213.FT 072727.SAM 075216.C8 /072227.SAM / )L075216CB00. I I � 0531RO 075216.SRS 3" SIF i-� ---- SEALANT JOINT ALL AROUND REFER TO STRUCT. 075216.SRS- 072727.SAM 076200.CP-� PLAN VIEW 051200 T -----STORM COLLAR WITH SEALANT CUP @ THE TOP HOSE CLAMP AND SEALANT ♦ 0760 07920200JS5MF /- FLUID APPLIED ROOFING SYSTEM f / ---1 076200.CP 075216.SRS 072727.5AM 076200.0 072727.SAM G4SUN SHADE PENETRATION @ PARAPET .__-_._ 3"=1'-p ®FU0LL SIZE PER ARCH. 072727.SAM 075216.B5 SEALANT / 075216SR5 S.S. WORM GEAR CLAMP 075216EMFL CONS ASHING 072727.SAM / 075216.FWP i 075216DISK W/S FASTENER CANOPY PENETRATION @ VESTIBULE ROOF REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 20i0 PERMIT CENTER KEYNOTE LEGEND 051200T STEEL TUBE 053100.RD STEEL ROOF DECK 054000.S STEEL STUDS 061000 WFU WOOD FURRING 072100.MW MINERAL WOOL BOARD INSULATION 072727.SAM SA AIR BARRIER MEMBRANE 074213.FT FASTENER 074213 MP METAL PANEL 074213.ZF Z-FURRING 075216.B5 BEAD SEALANT 075216.CB COVER BOARD 075216.FWP FASTENER W( PLATE 075216,MS MASTIC SEALANT 075216.SRS SBS ROOFING SYSTEM 076200.0 CLEAT 076200CP COPING 076200.SMF SHEET METAL FLASHING 079200.J5 JOINT SEALANT (WITHOUT BACKER ROD) 002900 GWB GYPSUM WALL BOARD NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Drawing Title: SUN SCREEN PENETRATION DETAIL 5932 I llTERED I ARCSTECT ILEE RAYMON FENTON �STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 112' 1'" 3FULL SIZE 2 3 4 6 B5; 7 8 9 ROOM LEGEND - PHASE 3-ACTIVITIES WING 1ST FLOOR - PHASE 3 - AREA G 118"=1'-0"@mu. SIZE REVIEWED FOR CODE AAPPCOMPLIANCE ROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2919 PERMIT CENTER Name 303 1DF 304 314 314 CORRIDOR TICKETS TICKETS 315 315A LEARINING STUDIO STORAGE 315B OFFICE 315C 316 317 317A 1317E 1318 319 1319A 13196 319C CHORAL OFFICE PRACTICE MUSIC LIBRARY BAND OFFICE STORAGE STORAGE PRACTICE GREEN ROOM MECHANICALACCESS DRESSING ROOM 22 RESTR00M DRESSING ROOM 22A 23 324 325 326 27 328 329 330 331 RESTROOM .................. EXCERCISE ROOM STAGE MECHANICAL ACCESS OMEN'S MEN MEWS ATHLETIC SECRETARY ATHLETIC DIRECTOR ASB OFFICE AUDITORIUM 339 LIGHT TRAP FIRE 340 ELECTRICAL ROOM Stair STAIR FIRST FLOOR KEY 1 TADDENDUM I- PERMIT REVIEW 1 9/17/18 NUMBER I DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB m.r..M Draw ng 011* PHASE 3 - 1ST FLOOR PLAN - AREA G 932 1 I REGISTERED �� ARCHIT/fi6T� LEE RA MOND FLENTON STATE OFWASHINGTON ,!, BLRB ARCHITECTS, P.S. 0/2018 3:06:33 PM A B C D E F G H K (1 � T FPHASE 4 - COMMONS 0:. FULL SIZE 2 3 4 6 6 2ND FLOOR PHASE 4 - AREA F L"' '"r""_--1/8= 14.5FULL SIZE SECOND FLOOR KEYPLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2019 City of Tukwila DING DIVISION FIRST FLOOR KEY PLAN RECEIVED CITY OF TUKWILA OCT 09 2010 NUMBER ROOM LEGEND- PHASE4 Nu 202_... 300 .. 300A 3008 00C 300D $ 00E 300E 301 _ABRIDGE I COMMONS Y/ ........._. !ENTRY! VESTIBULE ;COURT YARD VESTIBULE IDELI/SALAD ;DELI/SALAD DELI/SALAD COMMUNITY KITCHEN TOILET 02 TOILET 305 STORAGE WORK/ STORAGE fi TICKETS A BRIDGE EXIT KITCHEN 337A OFFICE 3378 !PREP AREA 339 ELECTRICAL ROOM MECHANICAL ROOM DDENDUM 1- PERMIT REVIEW DESCRIPTION 9/17/18 DRAWING REVISIONS PERMIT SET REVISED DATE Foster High School Modernization and Addition Tukwila School District BLRB .; TACON 4,3338 aiif3Av.' PHASE 4 - 1ST FLOOR PLAN - AREA F Date: 10.01.2018 5932 REGISTERED `j�J /I ARCH/SECT \L I�'/+4I 0 jN��l,�✓I \LEE e308388SS c ON I Oe 018808Y: Author PERMIT CENTER BLRB ARCHITECTS, P.S. ( A B C D E F G H K 1 2 ALi (AMl 0 LEVEL 1, PHASE 4 AREA F DIMENSION PLAN i 118"=2.0•Q FULL SIZE 4 B11) 7 2ND FLOOR PHASE 4 - AREA F DIMENSION PLAN f25.® I/O=1'-0"Q FULL SIZE SECOND FLOOR KEYPLAN 8 A6 A7) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 FIRST FLOOR KEY PLAN.HtuEIVED CITY OF TUKWILA OCT 092018 PERMIT CENTER of Tukwila NG DIVISION GENERAL DIMENSION PLAN NOTES: 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F.O.S.) OR (C.O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N,O,). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U.N.O.). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2 SEE SHEETA2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATEw/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4. SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5. AT 093000. WT (WALL TILE) OR 093000 WTL (LARGE WALL TILE), SUBSTITUTE 093000.BB8 (BACKERBOARD 5/8" THK) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES)AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. '/- COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL SPACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GWB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL, COORDINATE w/ WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12, FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). EVIEWI 9/12/18 _.._ DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA. 1252 Focht Ave.' smle/00, '.. wanlm91on98402. BLRB.cUW PHASE 4 - FLOOR DIMENSION PLANS Date 0.01.2018 Revised Stamp 1932 ) REGISTERED \�1;r ,�✓A1pRCHITECT 11 EIE RAYMOND( ENTGN STATE OF wASHwGTON Dwwa By: Author PrO)ea No. 16.08 Sheet Na. /1\ A2.41F BLRB ARCHITECTS, P.S. 4 5 7 18 3:06:47 PM 1ST FLOOR PHASE 5 - AREA A 1/8/7 1/0° FULL SIZE 87 B3 A5 51B OPP/StM 87 OPP/SIM B (42tit„) 81 OPP/SIM 583 OPP/SIM 85 OPP/SIM 05518 CF121! B1 OPP/SIM B3 OPP/SIM B5 OPP/SIM 1ST FLOOR PHASE 5 - AREA ID; 1/8, Fat@ FULL SIZE co ISF-03! 102600,PWG CA3 2. cc 035 118 -102600.PWG (1_21433,1 CG 466,33E4116 6666^ s(ft\ Er a, E. F46 6)TIFFNItES c,0 E7 A5.51B ES (A5) a- 102600 PWG A5,51A A5.51A 102600.P G c)6/ cc (ILL-) aSIT 102600.PWG-' CG \ ---102600,PWG (AY AK A (BH B5) WORK COMPLETED IN PHASE 2 04, E6 A5 51C G2 RA) B5.4 -313A -5177 \ --A-) \\/ (t,t /a \ Art 3H '614,666MWE66116:46166963966%.623616.63,.111WEVX6r46.0066MOTOMETRE (ST/AD 1819) A5.51C 05,515 31-2) E ,ur ,-‘33 TT. 101,90TTURIEST4939901MICRAMWASARRICATARVID'alteARRARMDM939V93 STC4332.5, D397,13MDOXPAST A8.5 ABOVE ABOVE 1318) & 1ST FLOOR - PHASE 5 - AREA J ,=%=.,==.9 1/8 -1 0 ©FULL SIZE K6 AB 3F !820: Ka ROOM LEGEND - PHASE 5 - 1ST FLOOR Number 120 LEARNING STUDIO 121 LEARNING STUDIO 122 LEARNING STUDIO 123 LEARNING COMMONS 123A STAFF/TEAM 123B SMALL GROUP 124 MEN'S 125 WOMEN'S 310 MEN S TEAM ROOM 311 VOMLEN'S TEAM ROOM AV 312 szaTBinABErm 312A I KEYNOTE LEGEND 102600.PWG PLASTIC WALL GUARD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER FIRST FLOOR KEY rDDENDUM 1 - 9/17/18 NurvBER L DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA Drawing TtIle, PHASE 5 - 1ST FLOOR PLAN - AREAS A, D & Date 10.01.2018 Stamp 5932 3R, REGISTERED I ARDDREGT, TR, LEsErArr,o9,10wRAD,,SERToR I Drew" BY' Author Sheet No, A2.51 .4 of BLRB ARCHITECTS, P.S. 6 7 8 5 9 GENERAL DIMENSION PLAN NOTES: A 8 C D E F G Al IA2 B1 1ST FLOOR PHASE 5 - AREA A DIMENSION PLAN JF9====9 1/8"=1'49@FULL SIZE 1-61 r1 r`/ I—Ii`I T� r'"I N s UDAK) 6 STUD AL .\3 1ST FLOOR PHASE 5 - AREA D DIMENSION PLAN ® 1/8"=1'-0'' FULL SEE STUD �A4> STUD I,A6' B19) (B20) 1818) 1ST FLOOR - PHASE 2 - AREA J ® 0"@FULL SIZE 6 DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F.OS.) OR (C.O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.0.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U. N.0.). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR", 2. SEE SHEET A2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT. WALL WAINSCOTING &ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL, COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4, SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS, 5. AT 093000. WT (WALL TILE) OR 093000, WTL (LARGE WALL TILE), SUBSTITUTE 093000.BB8 (BACKERBOARD 5/0" THK.) FOR 092900.IGB (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS, 7. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GWB (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE w/ WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW>L/o FIRST FLOOR KEY t ADDENDUM 1 - PERMIT REVIEW 9117/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1008 f A 51 9/ Wash n90402. BIOS Drawing Title'. PHASE 5 - 1ST FLOOR DIMENSIONS -AREA A, D &3 Date: 10.01.2018 Revised Stamp 5932 1 REGISTERED E RAII M' ONDI'If NTON STATE OF WASHINGTON Dawn By Author Project No. 1 f.08 Sheet No. 1 A2.5� d PERMIT CENTER BLRB ARCHITECTS, P.S. 2 4 5 6 7 9 A B C D E F '30/2018 3:06:59 PM Al AE AF (AGj OPP/SIM C OPP/SIM C a 226-2 B5 OPP/SIM .,.d.,.., .88 OPP/SIM C1 OPP SIM 85 OPP/SIM BB OPP/SIM Ci OPP/SIM `-224, B5 OPP/SIM OPP/SIM CA5.528 "68 OPP/SIM C1 OPP/SIM 2ND FLOOR PHASE 5 - AREA C ® 1/8'= 1'A"® FULL SIZE STAIR 3 IS A41 5 j 079500 AJS 102600.PWG, 102600.PWG H6 8 102600.PWG /2448' A5,526 A6� 24gJ H1 OPP/SIM G5 OPP/SIM ROOM LEGEND - PHASE 5-AREA 02ND FLOOR Number 200 LIBRARY 200A MDF 2006 LIBRARY OFFICE 200C CONFERENCE 200D WORKROOM 200E TOILET 201 CAREER CENTER 201A OFFICE 201E CONFERENCE 204 205 CORRIDOR CORRIDOR 205A 213 214 215 215A 216 217 218 219 219 219A8 220 221 CORRIDOR WATER HEATER LEARNING STUDIO LEARNING STUDIO BOOK STORAGE LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO LEARNING COMMONS SMALL GROUP CUST/ELEC MEN WOMEN KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM 102800.PWG PLASTIC WALL GUARD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2010 PERMIT CENTER SECOND FLOOR KEYPLAN 1 IADDENDDM 1-PERMIT REVIEW 9/17/18 NUMBER: DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA'. 520. snl070a. ,">? Washington 98102' 253,6Z25599 Bt. B n?; Stamp 6932 REGISTERED 1 ARCIjIiE LEE Rd9MOND FENTON STATE OE WASHING=ON BLRB ARCHITECTS, P.S. 4 6 7 8 9 GENERAL DIMENSION PLAN NOTES: A B C D E F 8 3:07:03 PM (AE) (AFJ <224 (G (A2) <i2 2ND FLOOR PHASE 5 - AREA C DIMENSION PLAN 118 e.® °-i'-0"®FULL SIZE STAIR 3 229(122, DN (6S2 051 0'-8" A5J (A6) 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F.O.S.) OR (C.O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N.0.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U.N.O.). DIMENSIONS ARE NOT TO FINISHES. UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEET A2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING &ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATE wt PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4. SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5. AT 093000.WT (WALL TILE) OR 093000 WTL (LARGE WALL TILE), SUBSTITUTE 093000.888 (BACKERBOARD 5/8. THK.) FOR 092900.IG8 (INTERIOR GYPSUM WALLBOARD) G. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. 7. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER, SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. SIDE OF GMT (092900.1GB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A CONTINUOUS ACOUSTICAL BARRIER. UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO 6" ABOVE ADJACENT CEILING LEVEL ONLY. UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE w/ WINDOW & DOOR DETAILS (A7 SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS, SEE THE CODE SHEETS (AC SERIES). REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2010 PERMIT CENTER SECOND FLOOR KEYPLAN 1 ADDENDUM PERMITREVIEW 9/17t18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB c,w TACOI .50 81 Suite788 52 A,: n B4 PHASE 5 - 2ND FLOOR DIMENSION PLAN Date 0.01.2018 Stamp 932 REGISTERED F,EEIV7Q INMDOG STATE OFWASHINGTON Drawn Sy: Author Project No. 16.08 Sheet No. A2.52C er d BLRS ARCHITECTS, P.S. 2 3 4 5 6 7 9 ROOM LEGEND - PHASE 5-AREA D 2ND FLOOR A B C D E G H �HH AAJ) AK A-L AAM A FOB B1 OPP/ OPP/SIM 87,,,. OPP/SIM 87 OPP/SIM B7 215A 215A) B6 OPP/ 86 OPP/S 079500.SF8 I< n 2ND FLOOR PHASE 5 - AREA D ire"-1'-0"@FULL SIZE OPP/SIM F08 02600.PWGL 102600.PWG OPP/SIM OPP/SIM B74A5.52E I�B3 OPP/SIM B6 OPP/SIM A5.52C/E 102600. PWG 102600.PWG 102600.PWG 102600.PWG — 102600.PW0 205D. Cr2ii3D, MINOR REFRESH SEE REFRESH SCOPE NOTES. A5.52C MINOR REFRESH SE REFRESH SCOPE NOT f 079500.SFB 22000\ 2008 102600 PWG Bt A A C5 102600.PWG IA552D REFRESH SCOPE NOTES: I. PATCH, PRIME AND PAINT EXISTING WALLS TO MATCH AS NEEDED TO CORRECT ANY DAMAGED SURFACES. II. REMOVE AND REPLACE DAMAGED CEILING TILE. NEW TILE TO MATCH EXISTING. III. WHERE DEMO OCCURS CREATING A WALL CONDITION WITH NO RUBBER BASE, NEW RUBBER BASE TO BE INSTALLED TO MATCH EXISTING. IV. REMOVE AND REPLACE ANY DAMAGED LIGHT FIXTURES TO MATCH EXISTING. V. EXISTING SCIENCE LAB FUME HOODS TO DEMOLISHED AND REPLACED PER SPECIFICATION. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION CITY OF TUKWILA OCT 09 2018 PERMIT CENTER Number j Name 200 200Azoos 200C 0800RY MOF 081000YOFFlCE — -' CONFERENCE 2000 WORK ROOM 200E ITOILET 201 CAREER CENTER 201A 201B OFFICE CONFERENCE 204 205 CORRIDOR CORRIDOR 205A CORRIDOR 213 214 215 215A 216 217 219 219A 219E 220 WATER HEATER LEARNING STUDIO LEARNING STUDIO BOOK STORAGE LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO LEARNING COMMONS SMALL GROUP EN 221 WOMEN 079500 AJS 079500,8E8 102600.PWG KEYNOTE LEGEND ARCHITECTURAL JOINT SYSTEM SEISMIC FIRE BARRIER PLASTIC WALL GUARD SECOND FLOOR KEYPLAN 1 ADDENDUM 1- PERMIT REVIEW - 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB:id=. Drawing Title, PHASE 5 — 2ND FLOOR PLAN — AREA D 92 I I REGISTERED /I jARC TEGT ���/ I806 000700 '\ LEE RAYMOND FENTON 1 STATE OF wASHINCTON BLRB ARCHITECTS, P.S. 5 7 9 A B C D E F K1 2ND FLOOR PHASE 5 - AREA D DIMENSION PLAN 1B"=1'-0'@ FULL SIZE GENERAL DIMENSION PLAN NOTES: 1. DIMENSIONS ARE TO GRID LINES, FACE OF STUD (F O.S.) OR (C O.C.) CENTER OF COLUMN UNLESS NOTED OTHERWISE (U.N,O.). (E.O.M.) FACE OF MASONRY DIMENSIONS ARE NOMINAL UNIT SIZES, UNLESS NOTED OTHERWISE (U N 0,). DIMENSIONS ARE NOT TO FINISHES, UNLESS NOTED (CLR) "CLEAR". 2. SEE SHEET A2.0A FOR WALL TYPE DESCRIPTIONS & GENERAL NOTES. 3. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CABINETS, EQUIPMENT, WALL WAINSCOTING & ACCESSORIES. WHERE RECESSED OR SEMI -RECESSED IS REQUIRED, PROVIDE RECESSED FRAMING. WHERE RECESSED ITEM IS LOAD CARRYING, PROVIDE REINFORCED HEADER, JAMBS & SILL. COORDINATE w/ PLANS, STRUCUTURAL PLANS & INTERIOR ELEVATIONS. 4. SEE ALSO INTERIOR ELEVATIONS AND FINISH SCHEDULE (A5.0 SERIES) FOR THE LOCATION AND HEIGHTS OF ALL WALL SUBSTRATE & FINISH MATERIALS. 5. AT 093000. WT (WALL TILE) OR 093004 WTL (LARGE WALL TILE), SUBSTITUTE 093000.888 (BACKERBOARD 5/8" THK.) FOR 0929031G8 (INTERIOR GYPSUM WALLBOARD) 6. SEE EXTERIOR ELEVATIONS (A3 SERIES) AND WALL SECTIONS (A4 SERIES) FOR EXTEND AND HEIGHTS OF EXTERIOR WALL FINISH MATERIALS. i. COORDINATE w/ STRUCTURAL DRAWINGS FOR STUD SPACING, WALL BRACING, SHEAR WALLS AND DESIGNATIONS. 8. WHERE TWO WALL TYPES ARE NOTED TOGETHER. SEE ELEVATIONS AND SECTIONS TO SEE AT WHAT WALL HEIGHT THE CHANGE OF TYPE OCCURS. 9. SEE ENLARGED AREA PLANS (A9 SERIES) FOR ADDITIONAL DIMENSIONS. 10. WHERE SOUND INSULATION IS INCLUDED IN THE PARTITION, EXTEND (1) LAYER EA. 510E OF GM (092900.IGB) TO THE DECK ABOVE ON BOTH SIDES OF THE STUD TO CLOSE AT DECK DIAPHRAGM ABOVE TO PROVIDE A • CONTINUOUS ACOUSTICAL BARRIER, UNLESS NOTED OTHERWISE IN THE WALL TYPE SUB -NOTE. TYPICALLY PROVIDE SOUND INSULATION TO G' ABOVE ADJACENT CEILING LEVEL ONLY, UNLESS ALSO NOTED OTHERWISE IN THE SUB -NOTE. 11. DOORS, WINDOWS, RELITES AND OTHER OPENINGS ARE DIMENSIONED TO OUTSIDE OF FRAME, TYPICAL. COORDINATE w/ WINDOW & DOOR DETAILS (AS SERIES) FOR ALL ROUGH OPENING / SHIM SPACE/ SEALANT JOINT REQUIREMENTS. WINDOW MANUFACTURER TO PROVIDE ROUGH OPENING SCHEDULE TO CONTRACTOR TO COORDINATE. 12. FOR BUILDING CODE ANALYSIS & REQUIREMENTS. SEE THE CODE SHEETS (AC SERIES). PHASE AREA D REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER SECOND FLOOR KEYPLAN r 1 !ADDENDUM! PERMIT REVIEW 19/171181 NUMBER DESCRIPTION 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District DIMENSIONS - AREA D 932 I I REGISTERED AR7ITECT 11L`EE STATE E OF MO A� NGTON BLRB ARCHITECTS, P.S. 0/2018 3:07:38 P AA 30'-0' �\ J 0' -0" AC AD AE (AF AG ) (AH AJ (AK, ANJ AP 079500.42S (E) RD E(E) (E) RD 079500 A "NA ROOF REFERENCE PLAN • 1 O7 °"' 9 1I15`=1•-0"()FULL SIZE 0' 4'-a• e'-0•• ,16•-0•' 2 (C2 C3 C4) ';C5i C6 079500AJ (E) (E) (E) RD EXIST SKYLIGHT SPLASH PAN `EXIST SKYLIGHT 079500AJ5 42, B7) 0 079500 AJS (E) RD A6� 1,A7) RIDGE B8 89 3 a (E) RD 079500 AJS-2 OPEN COURTYARD BELOW (E) RD 30' (C8) 4 CAN_OP_Y.._„__ ...._30•-0., of �...B3.1 61 RIDGE A9 R1 (B10) x D1 ' \\ 0. 28' 4" \ 5 D 3 \ B51 RIDGE RIDGE: D 41 \ 4 a D5) CANOPY B2.2 B12; IB 31 IB14 6 BA) ) Hi WI RIDGE BC 7 KEYNOTE LEGEND 079500AJ5 ARCHITECTURAL JOINT SYSTEM B55.4 E) MECH (B15) IB161 (B17); 818; IB 19) � LADDER TO GYM ROOF 67'-0" (BD) EXTENTS OF ALTERNATE ROOF. SEE SHEET A270 8- 8 REVI•WED FOR CODE COMPLIANCE AP ROVED JAN 04 2019 City of Tukwila BUILDING DIVISION BH BJ l RECEIVED _CITY OF TUKWILA OCT 0 9 2018 PERMIT CENTER 9 ROOF PLAN LEGEND EXISTING ROOF AREA (E) EXISTING GO = GUTTER DRAIN EEO RD = ROOF DRAIN RH = ROOF HATCH MECH = MECHANICAL PENETRATION ▪ SPOT ELEVATION SLOPE SEISMIC JOINT ROOFING NOTES: 1. ROOF TYPES ARE DESCRIBED ON SHEET A2.013. TYPICAL DETAILS ARE FOUND ON SHEETS A8.3A THROUGH A8.3S. 2. COORDINATE PENETRATIONS w/ MECHANICAL. 3, FIELD VERIFY ALL DIMENSIONS. 4. FABRICATE FLASHING FROM SPECIFIED SHEET METAL PRODUCTS. HEM ALL EXPOSED EDGES 1/2". DO NOT INSTALL FASTENERS WITHIN MOVING LAPS. 5, INSTALL IN ACCORDANCE WITH LOCAL BUILDING CODES, SPECIFICATIONS AND DETAILS, AND MANUFACTURER'S INSTALLATION REQUIREMENTS, WHICHEVER ARE MORE STRINGENT. 6. COUNTER FLASHINGS SHALL EXTEND OVER BASE FLASHINGS A MINIMUM OF 4". 7. TWO BEADS OF POLYURETHANE SEALANT SHALL BE CONCEALED WITHIN ALL MOVING LAPS (BOTH HORIZONTAL AND VERTICAL LAP LEGS). 8. INSTALL FLASHING SUCH THAT THEY CAN BE REMOVED AT THE TIME OF FUTURE RE -ROOF. 9, NEOPRENE WASHERED GASKET SCREWS (NWGS) TO BE USED IN ALL EXPOSED CONDITIONS. 10. SHEET METAL FLASHING SHALL 8E LAPPED SLOPE - SENSITIVE. 11. SHEET METAL FASTENERS SHALL BE INSTALLED AT NO GREATER THAN 24" O.C. 12. PROVIDE SLOPE TO INTERIOR SIDE AT ALL COPING LOCATIONS. 13. INSULATION TO BE INSTALLED IN ACCORDANCE WITH ASCE-7 (CURRENT EDITION) WITH INCREASED FASTENING AT CORNERS AND PERIMETERS. 14. WHEN RAISING CURBS FOR VENTS/HOODS TO ACCOMMODATE NEW ROOF THICKNESS, INSPECT CONDITION OF HOODNENT AND REPORT TO ARCHITECT TO DETERMINE IF REPLACEMENT IS REQUIRED. ROOF KEYPLAN 1 IADDENDUM1- PERMIT R - I 9/17/18 NUMBER; DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB.~;: TACOMA Washington 9840E '.: Drawing Title: ROOF REFERENCE PLAN Date 0.01.2018 Revised Stamp 93 1 REGISTERED ARCHITE ` 44lP�J LEE RAYMOND FENTON STATE OF WASHINOTON Drawn By NITIALS Project No. 16.08 Sheet No. A2.60 BLRB ARCHITECTS, P.S. 5 6 7 9 ROOF PLAN LEGEND A B ROOF PLAN PHASE 1 - AREA A ® 1l6'=1+0'@FULLSizE (A4j ( 5) 1A6) Ag) B2.2 (E) EXISTING ROOF AREA EXISTING GD = GUTTER DRAIN RD = ROOF DRAIN RH = ROOF HATCH MECH = MECHANICAL PENETRATION SPOT ELEVATION SLOPE SEISMIC JOINT KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM 079500.SFB SEISMIC FIRE BARRIER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2010 PERMIT CENTER ROOF KEYPLAN - I -PR---- 1 (ADDENDUM -PERMIT REVIEW 9l1 ]1i81 NUMBERI DESCRIPTION DATE i DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ian;, TACOMA iED ajfk Ave. was: 991999810Z; 2 ]ss99 BLRBcom, al Drawing Title: ROOF PLAN — PHASE 1 AREA A 10.01.2018 Revised Stamp 5932 REGISTERED t LEE NHYMOND FENtON 11 STATE. wee -alumni Author Project No. 16,08 Sheet No. 42.6``1A o BLRB ARCHITECTS, P.S. 2 4 5 6 8 AEI (AF AH 4 OPEN \ COURTYAFD E) R 079500AJS CANOPY 0" OPEN COURTYARD A9 1 ROOF PLAN PHASE 1 - AREA B v i 1/8"=1'-0"@PULL SIZE B3.1 r/ 9'-4' Va B3.3 B2 (D1) 0T9500AJ5 B2.2 42' - B" D3 T9600 AJS— CANOPY B ROOF PLAN LEGEND M EXISTING ROOF AREA (E) EXISTING 1 GD = GUTTER DRAIN ® RD = ROOF DRAIN RH= ROOF HATCH MECH = MECHANICAL PENETRATION SPOT ELEVATION SLOPE SEISMIC JOINT KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM PHASE 1 AREA A EXI TING ROOF AREA C �I EXIS IFG ROOF AREA D PHASE 2 AREA E REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 092010 PERMIT CENTER PHASE 4 AREA F PHASE 1 AREA B EXISTING ROOF AREA F EXISTING ROOF AREA G EXISTING ROOF AREA H — EXISTING GABLE ROOF PHASE 2 AREA J ROOF KEYPLAN 1 NUMBER ADDENDUM 1 PERMIT REVIEW DESCRIPTION 9/1]/16 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District B LR B TACOMA 12991 9505 SUIte7 0 Washl 9N 94402' 299925599,. Draw ng Title: ROOF PLAN PHASE 1 - AREA B 0.01.2018 Revised Stamp 932 I REOIS9�11 31030 ' p f"LII LEE RA MONDFENTON II STATE OF mataGiON Drawn By: Author Project No. 16.08 Sheet No. A2.61B of BLRB ARCHITECTS, P.S. 2 3 4 5 6 A c D ,AM b ROOF PLAN PHASE 2 - AREA E 3tt7,...12t=ttr, 1/8,1,0''@ FULL SIZE (A5) LADDER TO GYM ROOF 34 B5.4 MGGH MECH -- , LL AB3HJ A8.3J RD 4 {.B20) NEEDED ROOF PLAN PHASE 2 - AREA J 31- K6 6831 ii ROOF PLAN LEGEND 0000203 EXISTING ROOF AREA (E) EXISTING GO = GUTTER DRAIN RD = ROOF DRAIN RH = ROOF HATCH MECH = MECHANICAL PENETRATION SPOT ELEVATION SLOPE — - — SEISMIC JOINT KEYNOTE LEGEND 079500,AJS ARCHITECTURAL JOINT SYSTEM REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2018 PERMIT CENTER ROOF KEYPLAN 1 ,,k0DENDUM 1 -,PZIAT,,HTE REVIEW 9,/;;;ES NUMBER DRAWING REVISIONS PERMIT SET REVISED Foster High School . Modernization and ,, , . : Addition ,r Tukwila School District BLRB TACOMA ' r ROOF PLAN PHASE 2 - AREA E & Date 10.01.2018 Stamp 5932 REGISTERED I D,RDRITEGTE) I ....f.i.v.14„Vq,DEE—N. DEE MY GOND TENTON V_STATE OF WAS2INGTON Drew' Author Project N. 16.08 A2.62E 1/8"=1,0.@ FULL SIZE BLRB ARCHITECTS, P.S. 4 5 6 7 8 9 A B c D E F (AN) SCUPPER PER AB-3LIH1 /- GUTTER PE 9 A9.8C ROOF PLAN PHASE 4 - AREA F ® 1/8". PM6 FULL BILE (A4' A4 SCUPPER PER/ A8,3VH1 ---- (E) RD B9) (A8 (E) RD A9j IB 10) (E) RD (BF (IBG REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2018 ROOF PLAN LEGEND Frxe,T;yrol EXISTING ROOF AREA (E) EXISTING GD = GUTTER DRAIN RD = ROOF DRAIN RH = ROOF HATCH MECH = MECHANICAL PENETRATION SPOT ELEVATION SLOPE SEISMIC JOINT KEYNOTE LEGEND ROOF KEYPLAN ADDENDUM 1 - PERMIT REVI 8 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1258 Pacific Ave.. Washington8Bd11' B1.fi11.515 BLRS-COM ROOF PLAN PHASE 4 - AREA F Date 0.01.2018 Stamp 893E ) REGISTERED ARC/9ITECT, A(1MOOIEN 08 'LEE Rk MOND EIENTON ATE OF WASHINGTON Drawe By Author Project No. 16.08 Sheet No. A2.64F J PERMIT CENTER BLRB ARCHITECTS, P S. 2 3 4 6 7 8 9 A B C D E F 0/2018 3:08:19 PM (B11) B121 (B4) (B5 RAJ ALTERNATES & A3 REFEF TO SHEET TO SHEET A2.71 ALTERNATE El REFER TO SHEET A2.76 (B13) B14) ALTERNATES FLOOR PLAN , ALTERNATE A4 REFER TO SHEET A2 74 IB161 B17) B5.4 D) (B18) B6 (B20) BF) (BG) (BG) BJ) 1320) 1116`=1'-0"QFULL SIZE ALTERNATES - UNDER REVIEW BY DISTRICT Al- CONVERT ROOM 323 "EXISTING MAT ROOM" INTO WEIGHT TRAINING ROOM. "(NOTE: BASE BID WILL INDICATE "NO WORK" IN ROOM 323.) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323" EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM, "(NOTE: THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDITION IS TAKEN ) A4- IMPROVEMENTS TO THE EXISTING BAND & CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM. AS -AUXILIARY GYM BLEACHERS. E1- GYMRHEATER (ACTIVITY WING) CORRIDOR LIGHTING UPGRADES. NOTE', THE SOUND SYSTEM IN THE COMMONS/CAFETERIA, PREVIOUSLY LISTED AS AN ALTERNATE, IS NOW INCLUDE IN THE BASE BID REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2019 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM1- PERMIT REVIEW 0/17118 ': NUMBER pESCRIPT10N DATJ DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 459B40 6832 r IIEGISTERED ARGRTEGS. ✓, ,/I�N\�E i . LEE RAMD. FENTON STATE OFF WASHINGTON BLRB ARCHITECTS, P.S. 2 3 4 7 8 9 A B C D E F boos-9 n ALTERNATE Al WEIGHT TRAINING / -- 1/4"=1',0"5 FULLS/2E ALTERNATES - UNDER REVIEW BY DISTRICT Al- CONVERT ROOM 323 "EXISTING MAT ROOM " INTO WEIGHT TRAINING ROOM. '(NOTE' BASE BID WILL INDICATE "NO WORK" IN ROOM 323,) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323" EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM. '(NOTE' THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDIT)ON IS TAKEN.) A4- IMPROVEMENTS TO THE EXISTING BAND & CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM. AS -AUXILIARY GYM BLEACHERS, Et- GYM/THEATER (ACTIVITY WING) CORRIDOR LIGHTING UPGRADES. NOTE THE SOUND SYSTEM IN THE COMMONS/CAFETERIA. PREVIOUSLY LISTED AS AN ALTERNATE, IS NOW INCLUDE IN THE BASE BID REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 20iB PERMIT CENTER 1 IADDENDUM I- PERMIT REVIEW 9/17/18 I NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA� Nh itS�PoficAue= W92 99 Wash toA96402; 1536175599'-,"". BGR B:tointz:'. Stamp 5932 REGISTERED I ARC GEGT LE SONSI LEE MOND EENTON SME OF WASHINGTON BURS ARCHITECTS, P.S. 5 6 7 9 �� 1ST FLOOR - PHASE 3 AREA J - A2 WEIGHT ROOM IM I--E5 FULL SIZE B A3.15 J\� ALTERNATES - UNDER REVIEW BY DISTRICT At -CONVERT ROOM 323 "EXISTING MAT ROOM "INTO WEIGHT TRAINING ROOM. '(NOTE: BASE BID WILL INDICATE "NO WORK" IN ROOM 323) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323"EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM. '(NOTE: THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDITION IS TAKEN) A4- IMPROVEMENTS TO THE EXISTING BAND 8 CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM. A5-AUXILIARY GYM BLEACHERS. Et- GYM/THEATER (ACTIVITY WING) CORRIDOR LIGHTING UPGRADES. NOTE: THE SOUND SYSTEM IN THE COMMONS/CAFETERIA, PREVIOUSLY LISTED AS AN ALTERNATE, IS NOW INCLUDE IN THE BASE BID REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 000 09 ma PERMIT CENTER i ADDENDUM t DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB > ALTERNATE A2 - FITNESS CENTER Stamp 5932 REGISTERED ARC))ITEST I IjA �ccr LEE RA MOND PENTON `ATE OF wASNINGiON BLRB ARCHITECTS, P.S. 2 3 I 4 7 8 ALTERNATES - UNDER REVIEW BY DISTRICT 9 1ST FLOOR PHASE 3 AREA C - ALTERNATE A3 BAND REHEARSAL ALT. 114"=CT Q FULL SIZE Al- CONVERT ROOM 323 "EXISTING MAT ROOM" INTO WEIGHT TRAINING ROOM. yNOTE: BASE BID WILL INDICATE "NO WORK" IN ROOM 323) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323"EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM. '(NOTE: THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDITION 1S TAKEN) A4- IMPROVEMENTS TO THE EXISTING BAND & CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM. AS- AUXILIARY GYM BLEACHERS. El- GYM/THEATER (AGTNITY WING) CORRIDOR LIGHTING UPGRADES NOTE THE SOUND SYSTEM IN THE COMMONS/CAFETERIA, PREVIOUSLY LISTED AS AN ALTERNATE. IS NOW INCLUDE IN THE BASE BID REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2010 PERMIT CENTER NUMBER ADDENDUM 1-PERMIT REVIEW 9/17/181 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District ALTERNATE A3 - BAND REHEARSAL ROOM Stamp 5932I REGISTERED ARC)REDT, YulMl� LEE STATE OF ND FENTON N.. 1 STATE OF M.N.. BLRB ARCHITECTS, P.S. 5 7 9 1 A55 MINOR\REFRESH: SEE ALTERNATE REFRESH SCOPE NOTES n ALTERNATE 4 - BAND AND CHORUS REHEARSAL L4°- 130'@ FULLSIZE ALTERNATES - UNDER REVIEW BY DISTRICT Al- CONVERT ROOM 323 "EXISTING MAT ROOM " INTO WEIGHT TRAINING ROOM. "(NOTE.' BASE BID WILL INDICATE "NO WORK" IN ROOM 323) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323 " EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM. "(NOTE' THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDITION IS TAKEN.) A4- IMPROVEMENTS TO THE EXISTING BAND 8 CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM. A5-AUXILIARY GYM BLEACHERS. E1- GYM/THEATER (ACTIVITY WING) CORRIDOR LIGHTING UPGRADES, NOTE THE SOUND SYSTEM IN THE COMMONS/CAFETERIA, PREVIOUSLY LISTED AS AN ALTERNATE. IS NOW INCLUDE IN THE BASE BID ALTERNATE REFRESH SCOPE NOTES: I. PATCH, PRIME AND PAINT EXISTING WALLS TO MATCH AS NEEDED TO CORRECT ANY DAMAGED SURFACES. II. REMOVE AND REPLACE DAMAGED CEILING TILE. NEW TILE TO MATCH EXISTING. III. EXISTING CEILING TO REMAIN. CEILING GRID TO BE REUSED FOR NEW LIGHTING; REFER TO ELECTRICAL SHEET E4.02. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 201a PERMIT CENTER NUMBER DDENDUM 1- PERMIT REVIEW SIl TIi8 ! DESCRIPTION DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA .. 115INsO:Ave.- 8)81 0. " Washington ALTERNATE A4 - BAND AND CHORUS REHEARSAL ROOM Date Revised Stamp 0.01.2018 6932 I REGISTERED 11 ARCHITECT LEE RAMO iD FENTON STATE OF WASHINGTON Drawn By: A Project No, 16,08 BLRB ARCHITECTS, P.S. 4 6 7 9 30/2018 3:08:38 PM A B C D E F G H 312 - AUXILLARY GYM BLEACHERS - EAST - ALTERNATE A5 - OPEN )`J i!4"=1'-P'Q FULL SIZE BH BJ C2 IA�; CB 311 ALTERNATE A5 BLEACHERS --� LOCATION B18) K �` i 8.1.E ALTERNATE 5 - AUXILIARY GYM BLEACHERS 24 4., (B20) v \, c 44� 1.1 ALTERNATES - UNDER REVIEW BY DISTRICT Al- CONVERT ROOM 323 "EXISTING MAT ROOM" INTO WEIGHT TRAINING ROOM. "(NOTE: BASE BID WILL INDICATE "NO WORK" IN ROOM 323.) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323" EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM. "(NOTE: THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDITION IS TAKEN ) A4- IMPROVEMENTS TO THE EXISTING BAND & CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM. AS -AUXILIARY GYM BLEACHERS. E1- GYM( -HEATER (ACTIVITY WING) CORRIDOR LIGHTING UPGRADES, NOTE'. THE SOUND SYSTEM IN THE COMMONS/CAFETERIA, PREVIOUSLY LISTED AS AN ALTERNATE, IS NOW INCLUDE IN THE BASE BID REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 02 2019 PERMIT CENTER NUMBER DESCRIPTIO 1 (ADDENDUM I - PERMIT REVNIEW ) 9/1Il18 _ DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ALTERNATE A5 - AUXILIARY GYM - BLEACHERS REGISTERED ARCrTECT� EYMONDFENTON TATE OF VVASHINGTON BLRB ARCHITECTS, P.S. 2 4 5 6 7 A B C D E F G B2.2 1 A El - ACTIVITY WING CORRIDOR LIGHTING UPGRADE 1IPS1'P4 FULL SIZE K REFER TO ELECTRICAL SHEET E4.03'I ALTERNATES - UNDER REVIEW BY DISTRICT Al- CONVERT ROOM 323 "EXISTING MAT ROOM " INTO WEIGHT TRAINING ROOM. "(NOTE- BASE BID WILL INDICATE "NO WORK" IN ROOM 323) A2- FITNESS CENTER ADDITION A3- CONVERT ROOM 323 " EXISTING MAT ROOM" INTO A BAND REHEARSAL ROOM. "(NOTE' THIS ALTERNATE CANNOT BE TAKEN UNLESS ALTERNATE A2 FITNESS CENTER ADDITION IS TAKEN/ A4- IMPROVEMENTS TO THE EXISTING BAND & CHORAL REHEARSAL ROOMS, AND DRESSING/GREEN ROOM, AS- AUXILIARY GYM BLEACHERS, El- GYM/THEATER (ACTIVITY WING) CORRIDOR LIGHTING UPGRADES. NOTE: THE SOUND SYSTEM IN THE COMMONS/CAFETERIA, PREVIOUSLY LISTED AS AN ALTERNATE. IS NOW INCLUDE IN THE BASE BID B5.4 (B19) )BF �G REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 21118 PERMIT CENTER 1 ADDENDUMI-PERMIT REVIEW '�, 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB vch ac S Ite100 ;Wisliinglon98 2 3.6215599:::'=:'1 ALTERNATE El - ACTIVITY WING CORRIDOR LIGHTING 932 I REGISTERED ARC ITE ON LEE STATE OF ND NG-FON STATE OF WASMNGTGN BLRB ARCHITECTS, P.S. A3.10 3 OVERALL 4 6 7 8 9 A B c D E F 30/2018 3:08:45 A3.12 61> OVERALL A312 A3,12 H]/ A3,13 <,H4� A3.12' 3 GI PHASE 5 AREA D PHASE 2 AREA E E3 A3.13 AA313 V (Thy/ EXTERIOR ELEVATION KEY PLAN Fmess 111E' =1.0° 4 FULL SPE ° to T.N: 4 4730° PHASE 3 AREA C A3,13 H5 A3.12 G11> PHASE 1 AREA A H31 1 K71 COURTYARD \ A3.14 \ AREA K OUTDOOR COURTYARD PHASE 4 AREA F A3.12 ' B/ PHASE 1 AREA B <E4 A312 A3.12\ AREA G /G1\ _ l A3,10 ; OVERALL PHASE 3 AREA G A1.50 A3,11\ \3 �� PHASE 3 AREA J AREA H \ OVERALL E2�A3,10 ALTERNATE A4 PHASE 2 & PHASE 5 AREA J 04 A3, REVIE*JED FOR BODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 1 .ADDENDUM PEITREVIEW 9l1 ]/18 NUMBER i DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB iEEE ARGPI 0T� 1LEE RA MOND. ESTOP STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 5 6 7 8 (Al1 BEYOND A�Y ' ,A4) (A5Y)B7) SOUTH BUILDING ELEVATION C19.9e:001===91118°=1'PO FULL SEE EAST BUILDING ELEVATION y E2 r a` ... 156"=1',0'' FULL SME H1 1NORTH 16'-0" BUILDING ELEVATION ®'moan 6'=1'-P'Q FULL SIZE ( WEST BUILDING ELEVATION r� 1I16"=1,0"8 FULL SIZE B88 B5 25 (B9B5.24 (B185.23.125.6.5 B5.7B11) B IB 14) BB !B15 BAlD5 iB16 B17' 3 IB 19i NEW B 2 0 ) EX RIDGE 40'-9" COURTYARD PARAPET 31' - 0„ AUX, GYM PARAPET 31'-0 2ND FLOOR 14'-0" MATERIAL LEGEND - ---- - PRE500.PB CAST CONC. PANEL - (PCP-1) PCP 1 034 MP-1 PCP 1 FCP-2 ! — ISTFLOOR D, 0"FCP-0 EXISTING STAGE PARAPET EXISTING THEATER PARAPET 45'-0" EXISTING RIDGE 41_1� EX RIDGE COURTYARD HIGH PARAPET Q1 31,_p.'- t I LOW PARAPET ®1 V 1ST FLOOR EXIST. EXISTING STAGE PARAPET 65'-0" EXISTING THEATER PARAPET EXISTING RID_GE__®,. 4 EX RIDGE 40'-9" HIGH PAR30'-0"APET LOW PAR 29'APET-4" 2ND FLOOR 14'-0" 1ST FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2010 PERMIT CENTER METAL PANEL - (MP-1) COLOR: COOL ZINC GREY ORIENTATION : VERTICAL 074213.MP FIBER CEMENT - S# 04052 MATCHED TO SW 7958 COLOR: SIERRA REDWOOD ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 6516 COLOR : DOWN POUR ORIENTATION: HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 7019 COLOR : GAUNLET GRAY ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT- RIBBED COLOR: MOTHER OF PEARL ORIENTATION : HORIZONTAL 074646.FCP EXISTING EXISTING STAGE PARAPET 65'-0" EX RIDGE ci COURTYARD PARAPET HIGH PAR30'APET0-" `SOW PAR29r-4„APET �\ \ 2ND FL14'0"OOR _...- 1ST FLOOR 0'-0" NUMBER ADDENDUM 1- PERMIT REVIEW i 9/17/18-1 DESCRIPTION 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250P f Ate. Suite W 9454 g, n944o2 251.52 5599 8LRBcom OVERALL EXTERIOR ELEVATIONS Date 0.01.2018 Stamp '932 REGISTERED ARGj0ITET LEE RAYMOND FENTON 1 6TATE OF WASHINGTON Drawn By: Author Sheet No. A3 10 BLRB ARCHITECTS, P.S, A B C AUXILIARY GYM - SOUTH. r.® 1/8"=1'-0"@FULL SIZE D (B201 AUX. GYM __PARAPET 2'-81/8" ®J 31' _ 0" E F AUXILIARY GYM - NORTH. Ilk � l I IIli11111�1111111011111111111 {'+ I S■■i u��N�M� 11111111 ,SF.1 2ND 088000.1G 074646.FCP �— 033000.S 10ID_Msr 5141 4Ev1�1� 13�.1 iota LT/LALT/LA s tPI —LPl$®1 NI B181 ® 1 1l8"= 1'-0'6pFULL SIZE G H K B5 2ND FI11'OOR _ 1 1ST FLp0 CHILLER ENCLOSURE - SOUTH ELEVATION l/B"=l'-0"@ FULLSIZE (B CHILLER ENCLOSURE - NORTH ELEVATION ®®i 1I8'=1''0"@FULL SIZE 2ND FLOOR TYP CONDUCTER HEAD 5 14'-11 12" 5' - 0' 0' AUX. GYM PARAPET 31'-0" 088000.IC 076200.M 033000. -.. %1117, F11 —rtl IMP-1 I J6 A7 38 — iF9t V J6 A7 3B — _ iF11 Al IRVv — I>F.it �T,II IMP.1 J9 A] 38 ttl 1 1 FitLk v fi ,! ill II A PCP 1 --076200.MDS AUXILIARY GYM - .EAST `C4 118"=i'-0"@FULL SIZE 34 2ND FLOOR'- 14'-0' 1STFLOOR 191<,",i�IO 1ST FLOG Security 313A - NORTH ---- 11F=1'-0'@FULL SIZE 3.3 AUX. GYM PARAPET 31' 0 074213.MP 2ND FLOOR 14'-0"/ 1ST FL0'-0"OR VO®4 (K3 SCIENCE STUDIO - NORTH 3 ® VB"=1'-0"@FULL SIZE G4 Security 313A - WEST 1/B'=1'-0"@FULL S/ZE IMR'1 IIIILIJI K4 SCIENCE STUDIO - 118"-1'-0"@ FULL SIZE O'....H EAST 8 076200.M05 1ST FLOI�R 2ND FLOOR —— 1ST FLOOR� 076200.MDS CA n CHILLER ENCLOSURE - EAST ELEVATION ��,. ®®.. 1/8".1'-0"@FULL SIZE 074213.MP 074646.FCP 1 088000.IG 074646.FCP IIIIIi1I 034500 PCP 034500.PCP 034500.PCP KEYNOTE LEGEND 033000.S CONCRETE SLAB 034500 OCR PRE -CAST PANEL 074213MP METAL PANEL 074646 FCP FIBER CEMENT PANEL SYSTEM 076200,MDS DOWNSPOUTS (METAL) 088000.IG INSULATING GLASS 089000.L LOUVER 092216.IM5 INTERIOR METAL STUDS ! PCP-1 PRE CAST CONC. PANEL - (PCP-1) 034500.PB METAL PANEL - (MP-1) LMP-t COLOR: COOL ZINC GREY ORIENTATION : VERTICAL 074213.MP FIBER CEMENT - S# 04052 MATCHED TO SW 7958 COLOR: SIERRA REDWOOD ORIENTATION : HORIZONTAL 18" 074646.FCP FCP-3 EXIST. FIBER CEMENT - S# 04051 MATCHED TO SW 6516 COLOR : DOWN POUR ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 7019 COLOR : GAUNLET GRAY ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - RIBBED COLOR: MOTHER OF PEARL ORIENTATION : HORIZONTAL 074646.FCP EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION AUX. GYM PARAPET 31'-0" 2ND FLO14OR '-0" 8 —CITY GF 1s3t;44iLA DEC 20 2010 PERMIT CENTER AS/1 3 ADDENDUM3 NUMBER 10/16 1120/3/18 DESCRIPTION L DATE DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District BLRB argil 5 ENLARGED EXTERIOR ELEVATIONS 09.05.2018 Revised 11/08/2018 REGISTER ARCHITEE ERAI MONDFENTON TATE OF WASHINGTON BLRB ARCHITECTS, P.S. Drawn By: Author Project No. 16.08 Sheet No. A3.11 of 1 B3.1 B3.3 A B 074646 707 DOWNSPOUT 2ND FLOOR 14'-0"� ST FLOOR.-� 0'_0" SCIENCE STUDIO NORTH 118"=i'-0"Q FULL SIZE D E E1 EXT ENLARGED LEARNING - EAST 2 11670'.0"Q FULSIZE F G H H —076200.MDS 7-074213.MP 2ND F1�LOOR S 1ST FLOOR LEARNING STUDIO WEST 2 1/8"= 1'A"@ FULL SIZE 0' l'• 2" AD 074213.MP- 076200.MDS B3.3 COURTYARD PARAPET 31'-0" 2NDF14'LOOR -0" 074213.MP 1ST FLOOR 0' - 0' SCIENCE STUDIO - SOUTH ®i 118". l'4'@ FULL SIZE HIGH PARAPET_ � 30' - 0" LOW PARAPET 29'-4„ 084113.SF 2ND FLOOR 14'-0" 1ST FL0'OR -O0" OW PAR29'-4"APET fc 'ALL BEHIND 2ND F1LO4'-OR s 1ST FLOOR LEARNING STUDIO EAST 2 1 1/8'=1'-0'Q FILL SIZE LEARNING STUDIOS AND ADMINISTRATION - WEST B3.3 B3.1 2ND FLOOR 14-0" 1ST FLOOR. SCIENCE STUDIO SOUTH 118"=MO" Q FULL SIZE HIGH PAR30'_0APE------. T---S — - 074646.FCP 2ND FLO14'-OR 0"—C 1ST FLOOR EXT ENLARGED LEARNING - NORTH 1 F.IAHAFFFEIFEIR 1/8"=1'-0°@ FULL SIZE LEARNING STUDIO WEST 3 r ® 118'=1'-0"@FULL SIZE B3.3 AUX. GYM PARAPET 31'PE-0„ N 076200.MOS 084113.SF---_ MP-1 MP-1 074213 MP 2ND FLOOR 14' ST FLOOR S C5 SCIENCE STUDIO NORTH 2 FEIF 1l8"=M0"@FULL SIZE E4 LEARNING STUDIO - EAST ® 118"=1'-0MQFULLSIZE LEARNING STUDIO EAST 3 1!8"=1'.0'Q FULL SIZE 5 B3.3 B3.1 SCIENCE STUDIO - SOUTTH 2 HIGH PARAPEoT S 30'-0" 2ND FLOOR 14'-0" 1ST FLOOR EARNING STUDIO WEST ELEVATION ® 1B"=1'-0"@FULL SIZE 1I8"=P-0"Q FULL SIZE LEARNING STUDIO - WEST 1l8"=10"QFULL SIZE 074213.MP,, 076200.MDS 2ND FLOG ® 0' 1S-0"T FLOOR EXTIST!NG BRICK SOUTH E r'sA l 16''70QFULL SIZE H7 14®) NOW 7 HIGH PARAPET 30'-0" 2ND FLOOR. 14'6 LOOR LEARNING STUDIO EAST P.Paroad.P.P.1 1/8'=1'-0"Q FULL SIZE EX RIDGE �\ KEYNOTE LEGEND 034500.PCP PRE -CAST PANEL 074213.MP METAL PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 076200.MOS DOWNSPOUTS (METAL) 084113.SF STOREFRONT FRAMING 088000.IG INSULATING GLASS 089000.L LOUVER 092400 CP CEMENT PLASTER SYSTEM MP_1 rFCP- PRE CAST CONC. PANEL - (PCP-1) 034500.PB METAL PANEL - (MP-1) COLOR: COOL ZINC GREY ORIENTATION : VERTICAL 074213.MP FIBER CEMENT - S# 04052 MATCHED TO SW 7958 COLOR: SIERRA REDWOOD ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 6516 COLOR : DOWN POUR ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S#04051 MATCHED TO SW 7019 FCP-3 COLOR : GAUNLET GRAY ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT- RIBBED COLOR: MOTHER OF PEARL ORIENTATION : HORIZONTAL 074646.FCP LExiSTL EXISTING REVIE)NED FOR CODE COMPLIANCE EVPTIO PROVED JAN 04 2019 ty of Tukwila JI 3ING DIVISION 088000.IG 2ND FLOOR 14'-0" ® 1/8"=1'-0"Q FULL SIZE RECEIVED DEC 2 12010 TUEWILA PUBLIC WORKS CORRECiTION LTR# (. I IECEIVE11 CRY OF TUKWILA DEC 20 2010 PERMIT CENTER ADDDENENDUMDUM AD 0 118 9/17/18 NUMBER DESCRIPTION DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District ENLARGED EXTERIOR ELEVATIONS Ds1e : 09.05.2018 Revises: 11/08/2018 Drawn By: A Project N0. 16.08 Sheet No. BLRB ARCHITECTS. P.S. A B D E F G H K LEARNING STUDIOS - NORTH , 118"=1'-0'@FULL SIZE EXISTING ®0' 1S-0"T FLOOR MPI ADMINISTRATION AND FRONT ENTRANCE- NORTH UB"=1'-0'@FULL SIZE AUX. GYM PARAPET 31' 0" P 051213.AES 1 ®I„ i l y�lryl 2NDFLOOR 1�!' I� i nn.a 084113.SF—_, 1ST FLOOR NORTH - ENTRY ' 1/8"=1'-0"@ FULL SIZE PCP-1 4 io ID SP'IS6 1ta I-rfaw EX RIDGE 40' - 9" AP AN) LO4— W PARAPET 29' - 089000.E 074646 FCP FCP-1 r 2ND FLOOR ' +- 2ND FLOORI. J. 088000.IG—_ 074213.MP 11 MP-1 COURTYARD c PARAPET �-' p„ G A9.8C 084113.5F ADMINISTRATION AND OFFICE- WEST NORTH WEST-ENTRY2 1/8"=1'-0"@FULL SIZE 118'=1'-0"@ FULL SIZE 051213.AES SUNSCREEN AND CANOPY BY I DEAMOR REFER TO A9.8A _ L11 1J MUM MUM Inn 051213AES ST FLOOR. IPCP-1 NORTH WEST - ENTRY 1 ------ 1I8"-1'-0"@FULL SIZE - COURTYARD PARAPET 31'-0"u 074213.MP 2ND F14'-0"LOORR.-S L-I L °Li FRONT ENTRY - WEST ®® 1/8"=1'-0"@FULL SIZE 7 AC COVERED NORTH ENTRY 118"= 1'-0"@ FULL SIZE EX RIDG'. E COURTYARD PARAPET 13 2ND FLOOR 14' 1ST FLOOR 8 9 KEYNOTE LEGEND 051213 AE5 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 074213.MP METAL PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 084113.SF STOREFRONT FRAMING 088000.IG INSULATING GLASS 089000.1 LOUVER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION PCP 1 PRE CAST CONC. PANEL - (PCP-1) 03 MP-1 FCP-2 FCP-3 FC METAL PANEL - (MP-1) COLOR: COOL ZINC GREY ORIENTATION : VERTICAL 074213.MP FIBER CEMENT - S# 04052 MATCHED TO SW 7958 COLOR: SIERRA REDWOOD ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 6516 COLOR : DOWN POUR ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 7019 COLOR : GAUNLET GRAY ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - RIBBED COLOR: MOTHER OF PEARL ORIENTATION : HORIZONTAL 074646.FCP EXIST, I EXISTING RECEIVED CITY OF 1'U KWILA DEC 20 2018 PERMIT CENTER 7 4 'ADDENDUM IAENOUM 4 3 ADDENDUM 3 10/3/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS 11/20/18 10/8/18 CONFORMED SET Foster High School Modernization and Addition Tukwila School District TACOMA 125E PuiAlt Ave: 99d0/ ENLARGED EXTERIOR ELEVATONS Date: 09.05.2018 Revised: 11/08/2018 Drawn BY: Author Project No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. A B C D E F G H K COURTYARD 1001 - NE ELEVATION tw(6!=p@t@itest9,l8"=1'.0"@FULL SIZE COURTYARD 1001 - NW ELEVATION 1181 1 0"@FULL SIZE COURTYARD - SOUTH WEST H1 a cv® 9 1/8"=1,0"@ FULL SIZE Al (A —_ _.. ___._ -FCP-1 FCP-12 o _a �I ® i 4- LEARNING COURTYARD - SOUTH 118'"/10"@ FULL SIZE - 074646.FCP 2ND FLOOR �l 092400.CP 1ST FL0'-0OOR V � " 4 COURTYARD PARAPET 2ND. FLOOR Q/�1 2ND FLOOR 14'_0" ®J 14'-0" 1ST FLOOR - 0'-0" gJ 0'1ST0"FLOOR COURTYARD 1001 - NORTH 1 FRIHC4 --- �u � PE 106FULL SIZE COURTYARD PARAPET_®-�. 2ND F14- 0"LOOR-a® 1ST FLOOR ®-/ 0'-0" 074646 FCP COURTYARD PARAPET 1STFLOOR COURTYARD - SOUTH EAST 1/8 1'-0" @ FULL SIZE H4 LEARNING COURTYARD - EAST 4'-41/2" Ftmistadm9.31181=170@FULL SIZE AE 5 FC SF PCP-1 CP- 1_I PCP 2ND FLOG 1a' 0„ 6 7 H4 A0.3H j FCP-1r 0IBT0ELOOR COURTYARD 1001 - NORTH 2 (pop-1 089000.1, 2ND F14-OR LO2ND FLOOR 0"� 14'-0" LEARNING COURTYARD - WEST 074213,MP— INT. 1STFLOOR m JeroELOOR F.6.4=2.29I/8"=1'-01@ FULL SIZE FULL 52E EXISTING THEATER PARAPET 45'-0" V COURTYARD PARAPET 31'-0" 074213.MP {�g LEARNING COURTYARD - NORTH eema 1 1S"= i'Al"@ FULL SIZE 074213 MP EX. COURTYARD VESTIBULE EAST K6 v ® 118"=1'-0"@ FULL SIZE — --- - FUL \K, COURTYARD VESTIBULE WEST KEYNOTE LEGEND 074213.MP METAL PANEL 074213.MWP 074646.FCP FIBER CEMENT PANEL SYSTEM 076200MD5 DOWNSPOUTS (METAL) 084113.SF STOREFRONT FRAMING 089000.L LOUVER 092400.CP CEMENT PLASTER SYSTEM MATERIAL LEGEND �acP-1; PRE CAST CONC. PANEL - (PCP-1) 034500.PB METAL PANEL - (MP-1) MP-2 COLOR: COOL ZINC GREY ORIENTATION : VERTICAL 074213.MP FIBER CEMENT - S# 04052 MATCHED TO SW 7958 COLOR: SIERRA REDWOOD ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 6516 COLOR : DOWN POUR ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT- S#04051 MATCHED TO SW 7019 FCP-3 I COLOR : GAUNLET GRAY l ORIENTATION : HORIZONTAL 18" 074646,FCP FIBER CEMENT - RIBBED FCP-41 COLOR: MOTHER OF PEARL ORIENTATION : HORIZONTAL 074646.FCP Exlsr. EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2013 1 ADDENDUM PERMIT REVIEW 9/17/18 NUMBER; DESCRIPTION DATE I i DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 7r: TACOMA'. /250@Mic9/9. 02/516 WO/hin9toI0a98E02 • BLRB com ENLARGED EXTERIOR ELEVATIONS Date Stamp 0.01.2018 {5932 V, REGISTERED LEE HAYMOW) FENTON ) STATE OF wASNIINQTON Drawn By: Author IT CENTER BLRB ARCHITECTS, P.S. 2 3 4 6 7 9 A \ 30/2018 3:13:0 A E G H K ( B6 074646 FCP 076200 MDS034500.PB EXCERCISE ROOM - NORTH 100FULL SIZE B5.4 074213MP 004046 FOP 034500 PB EXCERCISE ROOM - SOUTH 1/8.01,0'@ FULL SIZE (E® 074213 MP- 076200 MSS — 074646 FCP - 034500 PB— pe Lias EXCERCISE ROOM - EAST 5 F=9:=F=.9 1/8,10r FULL SIZE FCP-2' PCP- (B5'1 2"7°`) 4s 1ST FI-:?1 16 13 2NDF,T7 1ST FLOD?F0 C • A KEYNOTE LEGEND 034500,PB PRE -CAST BAND 074213MP METAL PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 076200.MDS DOWNSPOUTS (METAL) 089000,L LOUVER MATERIAL LEGEND PCP-1 FCP-1 FFCP-3 HCP PRE CAST CONC. PANEL - (PCP-1) 034500.PB METAL PANEL - (MP-1) COLOR: COOL ZINC GREY ORIENTATION : VERTICAL 074213.MP FIBER CEMENT - S# 04052 MATCHED TO SW 7958 COLOR: SIERRA REDWOOD ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 6516 COLOR : DOWN POUR ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - S# 04051 MATCHED TO SW 7019 COLOR: GAUNLET GRAY ORIENTATION : HORIZONTAL 18" 074646.FCP FIBER CEMENT - RIBBED COLOR: MOTHER OF PEARL ORIENTATION : HORIZONTAL 074646.FCP 04147 j EXISTING -VIEWED FOR E COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER 1 iADDENDUM 1 - PERMIT REVIEW 1 9/17/18 [ NUMBER DESCRIPTION DATE [ DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB rch tects ENLARGED EXTERIOR ELEVATIONS ALTERNATES Stamp 5932 / j REGISTERED I ARC,HISEGT., qtAl 11/AL \ LEE MONO ,VENTON 1,71,07As_IINGTON BLRB ARCHITECTS, P.S. 30/2018 3:13:2 B D E H30' H0" N PARAPET 1i IG- ®LOW PARAPET,=; �J 2g�_"4 -�. ®2ND FLOOR 14� 0 rib 1ST FLOOR ' 0, 0:: - .-1 i 1 ND FLOOR 1ST FLOOR 0 .0" (C2j 111 . 1—— I i�I 1 1— - — � . � �1 . = — � III — .) ... -I 1 �I — t — )— � ! (69 UILDING SECTION - EW @ LEARNING STUDIOS 8 9"1116°= GT@ FULLSIZE CEiBU N SECTION - EW @ LIGHT WELL F ® —i 1116, E.G.@ FULL SIZE 0FLOOR 1BD) ST FLOOR 0" i_1 I-1 I I :1 1 1 1 I 111 G1 BUILDING S -- _ 6ECTION -NS WEIGHT ROOM � F —7'i = I-0°@FULL SIZE 1320) �® EX RIDGE L - J �®® 30' ROOF L' - 3" ® 2ND FLOOR 14'-0" 1ST FLOOR J2 BUILDING SECTION - COMMONS THRU AUX GYM c i 1116"=1'-0"@ FULL SIZE COURTYARD PARAPET aft 31'-0" 10ST0FLOOR SECTION NS BUILDI G @ LIGHT T N T WELL jar 'E 1116 1NE FULL SIZE COURTYARD PARAPET , �...31' - 0" - - 4 AB' AC [ EXISTING RIDGE 41' 1" 1ST FLOOR _ -_ o' 0 11 _ � � � i III III III= 1� I I 'lii_II lI hill , Ilili �i IIIII �11111i1 I� -I1 11 111-1 1 I I- I' ' 1 -1 I 1 1- -1 � 1 1-_ 1 Li— T G1 BUILDING SECTION - NS @ W ACADEMIC WING SECTION @ COMMONS, COURT, LEARNING F °mom 1118''l'T@FULL SIZE 2140 FLOOR :� 4D� AEI AFC (AG)H AK; �� SiV61OS III 1�1' 11n 1' I11� 1I 11ro''1 I11' 1 iI BUILDING SECTION - OVERALL 03 G3; tiffs = TEE@FULL siiE IB171 IB161 1ST FLOOR B15) `65 B5.4 ®' 14'-0" 2ND FLOOR 1ST FLOOR I 11 1i1 111 III II 1I II I11 1 El11 11= -RH II �E7 _BUILDING_ _ SECTION - EW @WEIGHT ROOM _ ® ' 1116 =1'-0°@FULL SIZE AMr -'-1 111 1 1 1 :,.. _.1 11 _ - 1 1 1 1 1 - 1 r'-1Tr= ! r1 [ r-t ' 1 L! 1 I ; i-.-',-I I : 11---I : 1 � -I 1 1-- 8131 B12) B11) E �K5 BUILDING SECTION - NS @ LEARNING STUDIOS2 ® 1l16"= i'-0°@FULL SIZE BBi EXISTING THEATER PARAPET 45'-0" AUX. GYM PARAPET 31'-0" (AP) REVIEu:ED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER 1 I ADDENDUM I - PERMIT REVIEW I 9I1708 NUMBER I DESCRIPTION I DATE i DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 125apatilicave:.. 5 9Ie 200' WashinsAfl6B4@ 289225599 BLRB com OVERALL BUILDING SECTIONS Date 10.01.2018 Stamp 5932 II TERED ARCISTEGT, 411UO�E�� I LEE RA MOND KENTON OF VVAST_G_TfLI Draw' By Author Proied Na. 16.08 Sheet No, A4.00 SORB ARCHITECTS, P.S. 9 A B D E F G H K R i3 i3 LOW PARAPET 29'-4" 072100.81— (R-21) _2ND FLOOR �®® 1STFLOOR III-1 1 1 1 1 I i I1'-"1I I ri WALL SECTION @ LEARNING STUDIO 130 1/4"=1'-tl'@FULL SIZE SS 072100.81..-. (R-21) '' r 2ND FLOOR 14, _ 0„ EXSITING WALL 072100.BI (R-21) --EXSITING WALL 11STOFLOOR L:t1 III 1 -III 11 III 11I-111 I =la i=111 111 111—III WALL SECTION @ LEARNING COMMONS 147 "@FULL SIZE 2N4' 0"D FLOOR 1,..... EBSMF1- / 1ST FLOOR R3-8 bpi 1 ; I— I 1_I I 1 III SECTION @_LEARNING STUDIO 130 �3� 114'=10"@ FULL SIZE ----- - EXISTING WALL H3 rTh WALL SECTION @ STAIR 3 .......® 1/4"=1'-0"@FULL SIZE (AB) HIGH PARAPET J 30'-0" R3 ACj 2N'D FLOOR;. 40' i 1STFLO 0'_0„ 9s 8S Et AB 07210031(R-21) 131 WALL SECTION @ VESTIBULE 116B `J 114 _i'O"@FULL SIZE ® 2ND FLOOR 14,-0„ 1ST FLOOR 4AB� � 0 'I-07210081 -004113.SF '853. 084113.SF I 1 11 =1 1 I II II I 11 11 WALL SECTION @ FIRE RISER RM 116C 1/4"=1'-0"@ FULL SIZE IC/ TOP OF GUARDRAIL — D7 WALL SECTION @ STAIR 2 t ®` i 188 =1'-0"@FULL SIZE B3.3 Ki A8.3A WALL SE CTION ECTION @ SC NC STUDIO 137 1I4 =10"@FULL SIZE (9i REVIEw4ED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER KEYNOTE LEGEND 033000.S CONCRETE SLAB 055100.CFT CONCRETE FILLED TREADS 072100.BI BATT INSULATION 083313.T TRACKS 084113.SF STOREFRONT FRAMING ;ADDENDUM 1 - PERMIT REVIEW 1 0(17/18 NUMBER; DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District I REGISTERED ARCHITECT, 1 LEETE OJ RA MOND FENTON G SHINGTON BLRB ARCHITECTS. P.S. 9 A B C 072100.B1 (R-21) 2ND FLOOR 072100.81 D (R-21) E �3 1STFLOOR 0'-0" I �- WALL SECTION @ SCIENCE STUDIO 137/138 @fULL SIZE 2ND FLOOR 1ST FLOOR `R3 ;; HIGH PARAPET 30'-0"® 072100.BI(R-21) 2-HOUR WALL 2-HOUR WALL 4' 4- 1 11= .11I 11= II==.11 HI II II 11 I 1=9 11 III 1= 1 1- I11=111 -III ION @ STORAGE / OFFICE 140D H1 =F:=9 v6'=1'-0'@ PULL SIZE r® 2ND FLOOR 14'-0" /® 1STFLOOR B3.1 ----`E6S2 072100.61 (R-21) III III 11 ■p1 II 1 C3 WALL SECTION @ VESTIBULE 118A =1L0'@FULL SIZE BJ) ® @ ECTION AUX GYM 312 1---Z CH3 � i 14 -1'O'@FULL SIZE 5 WALL SECTION @RESTROOMS '9 1l4"-1o0 @ FULL SIZE (BG) SECTIONWALL @ AUX GYM 312 4" v i o" ._._....... ......_. @FULLSIZE 1B3) `R3 Hi p 2NDFLOOR 8S4?. ®_ 1ST FLOOR II �'`_I I I 111 �111 I I I COURTYARD PARAPET @SECTION @ VESTIBULE 117A C5 WALLSECTION-0HALL 119 WALLFULLSIZ114•'=r-a"@FULL SCE (B201 ® 1ST FLOOR �312 066400.LSP--, 061600.PWS 0521001 072100.81 (R-21) 72100.XPS 141117 BSP l4 WALL SECTION @ AUX GYM 312 F=i@gds=9114"=1@'@FULL SIZE AUX. GYM PARAPET ®- 3A1'-0" NAP 072100.8 (R-21) E4Mi E�2 072100.BI (R-21) 0' 1ST0" FLOOR 1/4.I tr' BJ 042000.0M 052100.J 061600.PWS 066400.LSP 072100.81 072100 XPS 084113.SF AUX. GYM PARAPET - 31'-0" RENAL— LD FOR CODE COMPLIANCE APPROVED JAN 04 2019 C'6 of-Tukwila--- 1=1it I !I III= • PITH III III - 11 _I ; 1 WALL SECTION @ AUX GYM 312 G DIVISION 14"=r-or'@FULLSIZE RECEIVED o• r-o z'-o^ 4'-0• CITY OF TUKWILA OCT 09 2"0 PERMIT CENTER KEYNOTE LEGEND CONCRETE UNIT MASONRY STEEL JOIST PLYWOOD SHEATHING LAMINATED PLASTIC SHEET PANELING BATT INSULATION EXTRUDED PS INSULATION STOREFRONT FRAMING NUMBER UM -PERMIT REVIE DESCRIPTION 9/17/18 I DRAWING REVISIONS DATE 250 Patifrc iuile 700:. Nasfiin559 'S3621.559 Stamp PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TI � ONDON LEE MONO k ENTON 1 STATE OF WASMINOTON BLRB ARCHITECTS, P.S. A B 2ND_FLOt 14'_0„ C D CWALL SECTION @ WALL SECTION @ WEIGHT RM 315-SOUTH 1/ va"-r_a'®FULL 51Z9 WEIGHT RM 315-NORTH C3 ®= I/4"=1011Q FULL SIZE E F G H ®/ 2ND FLOOR 14'-0" K 1 WALL SECTION @ COURTYARD 100 1/41=1'-0'Q FULL SIZE �653 ----- j® 2ND FLOOR ®J 0" Q/ ISTFLOOR (AG) 072100.61 (R.21) p•11_11 11=1II II_ I I ---I I ' I— I I=i ) 4.4 WALL SECTION @ COURTYARD 1001 FEE 114"= 1'-0"@ FULL SIZE B6J WALL SECTION @ WEIGHT RM 315-EAST (3) 5 6 (B6' tiJ i 2ND_FLOOR 1ST FLOO ,G6 WALL SECTION @ WEIGHT RM 315-EAST 1/4 _1'-0"® FULL SIZE _......_. ._._...... COURTYARD 31'_PARAPET0 2(ND FLOOR C� WALL SECTION @ SCIENCE LABS 1/4"=1'40"@ FULL SIZE SI 052100.J -- —! 072100.SS z: 092900.GW6 095113.MSS J 095113ACT 052100.J 072100.58 ST FLOOR 1A6! 1 EF 051200.8 SIM. 08 6 WALL SECTION @ COURTYARD VENT e= ll91=1'-0"a4 FULL312"E ® 1STFLOOR 7 --- 072100 XPS 054000.ZSF ---- 074646.FCP 0841135E WALL SECTION @ GYM SECURITY 1/4-10"@FULL SIZE --- 051200 8 052100.J 054000ZSF 072100.81 072100.SB 072100 XPS 074646.FCP 084113.SF 085,13 MCP 092900GWB 095113 ACT 095113.MSS REVIE--vd4D FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2018 PERMIT CENTER 9 KEYNOTE LEGEND STEEL BEAM STEEL JOIST Z-FURRING BAIT INSULATION SOUND BATT INSULATION EXTRUDED PS INSULATION FIBER CEMENT PANEL SYSTEM STOREFRONT FRAMING MULLIONS & COVERPLATES GYPSUM WALL BOARD ACOUSTICAL CEILING TILE METAL SUSPENSION SYSTEM 1 (ADDENDUM I- PERMIT REVIEW I_9/1T118 NUMBER pESCRIPTION .I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila school District 5992 ) REGISTERED LEEnIONk�O STATEOF AS INGTON STATE of WA�x19�.0N BLRB ARCHITECTS, P.S. WALL SECTION @ RECEPTION 101 A B C 2NDFLOOR D c®__ISST FLOOR 1_ p'_per, E 931 PARTIAL BUIDL ING SECTION@ LEARNING STUDIO 132 1/4"= i'A" @FULL SIZE F G H 114'=1'-0'@FULL SIZE 072100.BI (AN) 072100.B1 072100.XPS 074213MP 084113.SF HIGH PAR30APET-'0" (R_21).,... ., ,_'Z 8 074213.MP '-- 886SJ �® 2NDFLOOR ' BSPGy-- 1STFLOORI A7:38 I r-1 III 64 WALL SECTION @ RECEPTION 102 ® 1/4"=1'-0"@FULL SIZE REVIE2 [OD FOR 'DODE COMPLIANCE APPROVED JAN 04 2019 City' of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2219 PERMIT CENTER KEYNOTE LEGEND BATT INSULATION EXTRUDED PS INSULATION METAL PANEL STOREFRONT FRAMING 1 'ADDENDUM 1-PERMIT REVIEW _ _9/17/18_I, NUMBER DESCRIPTION I DATE III DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Stamp 5932 REGISTERED 1 l ARC917477>J 1 LEE RAYMO4ND RENTON STA ASHINGTON BLRB ARCHITECTS, P.S. 5 6 7 A B ( D E 30/2018 3:14:00 PM STRUCTURE FOR SOLAR SCREEN //s� 2NDFLOOR E85� 0421 ® 1ST FLOOR —072100.E (R-21) III— III--i - WALL SECTION @ COMMONS 300 arse 1/4 -1.0@FULL SIZE r r 2N4'D-0_FLOOR 1" 1ST FLOOR o' ° U=1 1 f 111 p 11-1 I Il i t I n-ill=1 I II1=f_II=1(I. WALL SECTION @S ECURITY OFFICE FULL SIZE 124ND 0FLOOR EXIST BRIDGE ASSY 1ST FLOOR I. f - --EXIST BRIDGE ENCLOSURE WALL WALL SECTION @ COURTYARD VESTIBULE 300E 11T'=1'A'@ FULL SIZE......_.- ........-... 2ND__ FLOOR - per 1ST FLOOR III-1 fI III 1- 111- Ili III 1-- ETHEMHHH 1 CH Et!I 1 1 1 ill - -„a 1 1 EH I 1 1 1 1—I i;-1IIII—III—I III `III 033000.S — 072100.81 —072100.61 084113.SE ((<4 WALL SECTION @COMMONS CANOPY ® 1 1l4' 1'Nr@FULL SIZE SI 2ND FLOOR UTDOOR LEARNING COURTYARD WALL SECTION @ COMMONS 300 F81= 1/4"=1'-0"@ FULL SIZE 2ND FLOOR 1ST FLOOR ®0 0' WALL SECTION @ COMMONS 300 I 1 WALL SECTION @ VESTIBULE 300A v= 1l4°= 1'-0"4 FULL SIZE 033000,S 042000.CM 072100,BI 084113.SF KEYNOTE LEGEND CONCRETE SLAB CONCRETE UNIT MASONRY BATT INSULATION STOREFRONT FRAMING REV10wucD FOR CODE CCMt?LIANCE APPROVED JAN 04 2019 City ofT4 6 ila -BUILDING DIVISION 3 RECEIVED CITY OF TUKWILA OCT 09209 PERMIT CENTER ADDENDUM NUMBER DRAWING REVISIONS PERMIT REVIEW DES 9/17/13 i DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District ISS4084489.; BLRBcom: Drawing Title: WALL SECTIONS 0.01.2018 Revised Stamp 5932 i REGISTERED LEE RAYMOND FLENTON STATEOFWASHINGTON Drawn By Author Project No. 16.08 Sheet Na. A4.15 BLRB ARCHITECTS, P.S. 9 A B C D F G H K 2ND FLOOR 14'-0" 4S EXISTING WALL EXISTING WALL SIESMIC WALL @ GRID AC 1/4"=P-0"@FULL SIZE 1A2 2 AL) EXISTING WALL EXISTING WALL 1S OFLOOR WALL SECTION THRU STAFF KITCHEN ® 1/4"=TOM FULL SIZE K WALL SECTION SEISMIC WALL THRU ADMIN FIRE DOORS ® 1/4"=1'-0"@PULL SIZE 2N14'D FLOOR: -0" EXISTING WALL - EXISTING WALL 1ST FLOOR 1ST FLOOR WALL SECTION THRU STAFF RESTROOM i91/4"=I'A"@ MIRE5 1 2" 4" (A2 ,E6 SEISMIC WALL @ ADMINISTRATION Fmovmm9 1/4=1-0"@PULL SIZE REVW 44GSD FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2919 1 ADDENDUM I - PERMIT REVIEW I 9/17/18 NUMBER DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 8932 REGISTERED 1\ ' n�111A"RCHITECT � EI YMIONDGNT STATE OF WASHINGTON PERMIT CENTER BLRB ARCHITECTS, P.S. 4 5 6 7 9 ROOM FINISH SCHEDULE PHASE 1 Name Floor Walls Ceiling Nu North East South West i mbe r Name Material Finish Base Material Finish Material Finish j Material Finish Material Material Finish; Finish Notes 116 CORRIDOR CONC ,PCF/EP T RB GWB PT/DEP GWB PT GWB PT/WS GWB PT r l iMQ 1. 2. 3. 116A I ENTRY/VESTIBULE CONC 1 RB GWB ~ PT GWB PT GWB PT GWB__ PT GWB PT 116E 116C VESTIBULE !!STORAGE ........._ CONC CONC SC RB RB GWB GWB '''I PT ''I PT I GWB ! GWB I PT GWB PT GWB PT PT GWB B_ GW _ PT PT __ L;� TW MOW PT A\ 116D STORAGE CONC SC IRB GWB PT GWB PT GWB PT GWB PT IIMt 116 FIRE RISER ROOM CONC HC RB GWB PT .1 GWB PT GWB - PT GWB PT EXP PT 116F STAIR 3 CONC PC /� RB - _GWB '•, PTANS GWB/- PT/VVS 14. 117 CORRIDOR CONC PCF;EP !IRB GWB PT GWB PT GWB PT GWB PT/CT 1 11. 2. 3. 117A VESTIBULE CONC 1 IRB GWB I PT GWB PT GWB •, PT GWB PT GWB F. PT 118 CORRIDOR CONC PCF IRB GWB '', PT GWB PT GWB PT GWB PT SS ACT 119 CORRIDOR CONC GI 1 RB GWB PT GWB PT GWB - PT GWB PT GWB PT 130 LEARNING STUDIO CONC I CPT RB GWB PT '' GWB PTNWC/ GWB PTNWC GWB PTNWC/ MBS ACT FF 131 LEARINING STUDIO CONC CPT IRB GWB r- PT GWB PTNWC/ MBS GWB PTA/WC GWB PTNWC/ MBS ACT FF 132 LEARNING STUDIO CONC CPT RB GWB PT -GWB Pt -MVO MBS GWB PTNWC GWB PTNWC! MBS ACT FF 133 LEARNING STUDIO CONC CPT I� RB GWB PT GWB PT/VWC/ MBS GWB PTNWC GWB PTNWC/ MBS ACT FF 1 134 LEARNING STUDIO CONC CPT RB GWB PT GWB PTNWC/ MBS GWB PTNWC GWB PTNWC/ MBS ACT 135 LEARNING STUDIO CONC CPT RB GWB PT GWB PTNWC/ MBS GWB PT/VWC GWB PTA/WC/~ MBS ACT FF 136 CTE /APPLIED LEARNING LAB CONC _ 1 RB GWB PTA/WC/ MBS GWB PT GWB PTNWC GWB PT/VWC I ACT/EXP FF/PT I 1 2. 137 1SCIENCE STUDIO CONC PCF RB GWB PTNWC GWB PT GWB PTNWC GWB PT/DEP I ACT/EXP FF/PT .1. 2. 137A !,SMALL GROUP CONC PCF RB GWB PTNWC GWB PT GWB PTNWC GWB PT/MBS I ACT FF /11 137E '',SCIENCE PREP CONC PCF i RB GWB PT GWB PT GWB PT GWB PT 1 ACT FF 138 I SCIENCE STUDIO CONC PCF RB GWB PTNWC GWB PT GWB PT/VWC GW8 PT ACT/EXP FF/PT I1. 2 139 I LEARNING STUDIO CONC VCT RB GWB PT GWB PTNWC/ MBS GWB PTNWC GWB PT ( ACT FF I1. 141 WOMEN CONC iCT CTB MRGWB I CT/EPT I MRGWB CT/EPT MRGWB CT/EPT MRGWB 1 CTIEPT MRGWB EPT 1 4. 142 IIELEC CONC jSC RB GWB PT GWB PT GWB PT GWB PT GWB PT 143 ''MEN CONC I,CT CTB MRGWB CT/EPT MRGWB CT/EPT MRGWB CT/EPT MRGWB CT/EPT MRGWB EPT 4. 144 !TOILET CONC ICT CTB MRGWB 1 CT/EPT MRGWB CTIEPT MRGWB CT/EPT MRGWB CT/EPT MRGWB EPT 148A 1I DRESSING ROOM CONC 'I' CT I CTB MRGWB I CT/EPT MRGWB CT/EPT MRGWB CT/EPT MRGWB CT/EPT GWB EPT 1481i-I HOT HEATER CONC I SC IRB GWB I PT GWB PT GWB PT GWB PT GWB EPT 206 CORRIDOR CONC 2 P EP_I RB T GWB I PT GWB PT GWB PT GWB PT GW8/ PT/ACT ........ ........... 207 CORRIDOR CONC CXSA RB GWB , PT GWB 1 PT GWB PT GWB PT GWB PT -_-_- - ---------_-- h 228 LEARNING STUDIO CONC CPT RB GWB PT GWB PTNWC/ MBS GWB VWC GWB PTNWC/ IACT MBS ! 229 LEARNING STUDIO CONC CPT RB GWB PT GWB PTNWC/ MBS GWB VWC GWB PTNWC/I MBS ACT FF 229 LEARNING STUDIO CONC CPT RB GWB 'I. PT GWB PT GWB PT GWB PT ACT FF 230 LEARNING STUDIO CONC .CPT RB GWB PT GWB PTNWC! MBS GWB VWC GWB PTNWC/ MBS ACT FF 1 231 LEARNING STUDIO CONC CPT I RB GWB PT GWB PTNWC/ MBS GWB - VWC GWB PTNWC/ MBS ACT FF 232 LEARNNING STUDIO CONC ICPT RB GWB I PT GWB PTNWC! MBS GWB VWC GWB PT/VWC/ MBS ACT FF . 233 LEARNING STUDIO CONC CPT RB GWB PT GWB PTNWC! MBS GWB VWC GWB PTNWC/ MBS ACT TIFF 234 CTE/APPLIED LEARNING LAB CONC I PCF RB GWB PT/VWC GWB PT GWB PTNWC GWB PTNWC EXP PT 235 SCIENCE STUDIO CONC PCF RB GWB PTNWC GWB PT GWB PTNWC GWB PTNWC TACT/EXP FF/PT 235A SMALL GROUP CONC :PCF• RB GWB PTNWC GWB PT GWB PTNWC GWB PT '',{ ACT FF 2358 SCIENCE PREP CONC ISO RB GWB PT GWB P PT GWB PT GWB PT ''. ACT FF 236 SCIENCE STUDIO CONC t PT ACT/EXP FF/PT 237 LEARNING STUDIO CONC CPT RB GWB PTNWC GWB PTNWC GWB PTNWC � GWB PTNWC V ACT FF -- --_ .. 238 GROUP LEARNING �CONC ..-_ CONCI CPT RB GWB PT GWB PTNWC GWB PTA/WC GWB PTNWC ��MRGWB ACT FF 1239 __. WOMEN CT �._.7_ CTB MRGWB CT/PT MRGWB CT/PT MRGWB CT/PT MRGWB CT/PT PT 240 ELEC CONC /t, ISH IRB GWB PT GWB PT GWB PT GWB PT GWB PT Ji 241 (Conference Room •GONG ilil`Jrr/1 ,RB GWB PT GWB PT GWB PT GWB PT /i\ I..242 MEN •GONG CT ''/CTB MRGWB CT/PT MRGWB CT/PT 1 MRGWB I CT/PT MRGWB CT/PT MRGWB PT 2.243 TOILET •CONC • CT I CTB MRGWB EPT MRGWB EPT MRGWB EPT MRGWB EPT MRGWB PT ROOM FINISH SCHEDULE PHASE 2 berl 100 Room Name WAITING AREA Floor Material CONC 1 Finish Base CPT I RB Walls Cei ingNu Notes North East South West Material Finish Material GWB ', Finish PT Material GWB Finish PT Material GWB Finish PT Material GWB Finish PT A 101 RECEPTION 0 0 0 0'U O,0 0 0 0 00000011 0 1000 Z Z Z ZIZ,ZZ Z Z Z Z Z Z Z Z Z:Z IZIZ Z 0000;000000 0000000 000 000010!00000 00000100 10,00 GWB PT GWB PT 0 0 7fx A,0i0 7[m1 7CE1 $fxl 0 0 0 0 0 U 00 U 0 0 mm W;mmmmmm mmmmm1m1mm. PT ACT FF 102 WORK 3 S mlm in m COm maim m m m mim m m 3 3, 3 m 0 31m m 3333333 '0,'00 . 30 033 1 0 • 0 • oim m CO m m m m CO m CO m,m m m m ot F,m CO CL cc K L dL00 m MU -<0030 F F '7 �—'—I F- F- ~ ~ I> Ulm FU a 7 0 0,01010 0 0 x _, =I0 U .1> 101. 0_ GWB VWC GWB _ - VWC VWC ACT FF � I 103 CONF/OFFICE _ __ PT GWB PT PT ACTF FF 1 104 105 CONF/OFFICE ASSISTANT PRINCIPAL _GWB GWB PT GWB VWC VWC PT FACT FF FF _ ._......''I. GWB PT GW8 _ PT ACT 106 PRINCIPAL GWB PT _ GWB VWC PT TACT iFF 107 OFFICE GWB VWC GWB VWC PT � ACT FF 108 TESTING lISS GWB PT GWB PT PT •ACT FF 109 OFFICE GWB PT GWB PT VWC ACT FF 110 ELEVATOR GWB PT GWB PT PT GWB MECHANICAL ROOM 111 HALL GWB PT GWB PT PT ACT FF t 111A JANITOR CLOSET MRGWB EPT MRGWB EPT EPT G 1118 MEWS MRGWB CT/EPT MRGWB CT/EPT CT/EPT MRGWB EPT 111C WOMEN'S MRGWB CT/EPT MRGWB CT/EPT CT/EPT MRGWB EPT 111D MAIL ROOM GWB PT GWB PT PT ACT FF 112 STOR GWB PT GWB PT PT ACT FF 113 HEALTH MRGWB EPT MRGWB EPT EPT ACT FF 1138 RESTROOM MRGWB CT/EPT MRGWB CT/EPT CT/EPT MRGWB EPT 113C STORAGE GWB PT GWB PT PT ACT FF 203 CAT WALK GWB PT GWB -1 PT PT ACT FF 208 OFFICE CONC CPT 'IRB GWB PT GWB PT GWB PT GWB PT ACT FF 209 SECURITY CONC CPT IRB GWB PT GWB PT GWB PT GWB PT ACT 210 OFFICE CONC CPT '', RB GWB PT GWB PT GWB PT GWB PT ACT FF 211 STAFF LOUNGE GONG SV1 ''IRB GWB PT GWB PT GWB PT GWB PT ACT FF 211A KITCHEN CONC LVT ''1R6 GWB ''1 CT/PT GWB CT/PT - - GWB CT PT ACT FF 212 HALL CONC LVT I RB GWB VWC GWB PT GWB PT GWB PT ACT FF 212A RESTROOM CONC SV1 I SVB6" 1 GWB ', EPT1 GWB EPT1 GWB EPT1 GWB EPT1 GWB EPT1 2126 RESTROOM CONC SV1 /!SVB6 GWB I EPT1 GWB EPT1 GWB EPT1 GWB EPT1 GWB EPT1 REVEW8 0D FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2519 ROOM FINISH ABBREVIATIONS ACT ACOUSTIC CEILING TILE APC ACOUSTIC PANEL CEILING AWU ACOUSTIC WALL UNIT CMU CONCRETE MASONRY UNIT GONG CONCRETE CPT CARPET TILE CT CERAMIC TILE CTB CERAMIC TILE BASE D4P�Y DIFFUSION PYRAMIDS i Pi a•.�XYP• MT L•UC RE Tic: INI It MP. FA RIC • IPANED PANEL FWP FABRIC WRAPPED PANEL GPC GYPCRETE LBOARD MRGWB PCF PLP PT PVW PBP QT OTB R0 RBV svC TBB VCR VWC 0CP; r 1= ' BOARD MOISTURE RESISTANT GYPSUM WALL BOARD POLISHED CONCRETE FLOOR PLASTIC LAMINATE PANEL PAINT PERFORATED VINYL WALLCOVERING PLYWOOD BACKING PANEL QUARRY TILE QUARRY TILE BASE RESILIENT WALL BASE RESILIENT WALL BASE - VENTED T FLOORING SHEET VINYL INTEGRAL COVE BASE TILE BACKING BOARD VENTED COVE BASE VINYL WALLCOVERING L�rr •T FLOORING vF•i f'LIV'.•R. os$ ROOM FINISH SCHEDULE NOTES 1. SEE INTERIOR ELEVATIONS FOR MULTIPLE FINISH TYPES AND/OR COLORS. 2. SEE REFLECTED CEILING FOR MULTIPLE FINISH TYPES AND/OR COLORS. 3. SEE FINISH FLOOR PLANS FOR MULTIPLE FINISH TYPES AND/OR COLORS. 4. SEE STAIR DETAIL A9 SHEETS FOR STAIR FINISH INFORMATION. 5. CERAMIC TILE WAINSCOT, SEE INTERIOR ELEVATION FOR HEIGHT. 6. FRP WAINSCOT TO 430" A.F.F. 7. FRP FULL HEIGHT 8. PBP WAINSCOT TO 8'-0" APE. GENERAL NOTES 1. ROOM FINISH SCHEDULE IS FOR GENERAL ROOM INFORMATION ONLY. REFER TO INTERIOR ELEVATIONS, FINISH FLOOR PLANS, REFLECTED CEILING PLANS AND DETAILS FOR MORE INFORMATION. 2. SEE SHEET A5.01 MATERIAL FINISH SCHEDULE FOR FINISH DESIGNATION INFORMATION. 3. CORNER GUARDS AT LOCATIONS NOTED IN THE ELEVATIONS/ENLARGED FLOOR PLANS. 4. PROVIDE PVW (PERFORATED VINYL WALLCOVERING) AT EXTERIOR FACING WALLS SCHEDULED TO RECEIVE VWC (VINYL WALL COVERING). 5- TYPICAL COVED BASE SHEET FLOORING TO 6" ABOVE FINISHED FLOOR. 6. ALL SURFACES TO BE PT1 PAINT EGGSHELL FINISH ]. TBB AT TILE LOCATIONS SHOWN IN ELEVATIONS. 8. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED ITEMS NOT LISTED ON THIS SCHEDULE. 9. PAINTED CEILINGS TO BE PAINTED PTI. EGGSHELL, 10. PROVIDE LEVEL 5 FINISH AT ACCENT PAINT AND DRY ERASE WALLS, SEE FINISH FLOOR PLAN SHEETS FOR WALLS TO RECEIVE ACCENT PAINT. 1 ADDENDUM 1 - PERMIT REVIEW 9/17118 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB z.,r c, Draw n9 Title: ROOM FINISH SCHEDULE PHASE 1 & 2 5932 1 REGISTERED I ARCF�ITE6TT I 4Yoos,15008 LEE 1'MOND FENTON I STATE OF WASHINGTON PERMIT CENTER BLRB ARCHITECTS. P.S. 2 4 5 6 7 ROOM FINISH SCHEDULE PHASE 3 8 A B C Room Number 114 [CORRIDOR 116 I CORRIDOR Name 126 I SCIENCE STUDIO 126A j SCIENCE SUPPORT 127 [SCIENCE STUDIO 127A SCIENCE SUPPORT 128 ;SCIENCE STUDIO i 129 I CUSTODIAN (140 POTTERY / ART ROOM 140A ART PREP ROOM 140B 145 KILN LEARNING COMMONS 146 SMALL GROUP 147 1FSMALL GROUP 148 1SPECIAL EDUCATION 148B DRESSING ROOM 148C 150 151 WATER HEATER SPECIAL EDUCATION LEARNING STUDIO 152 :COUNSELING SECRETARY 153 OFFICE 154 CORRIDOR Floor aterial Finish (E) (E) TERRAZZOI(E)RB COC ;PCF I (E) CONC (E) CONC (E) CONC (E) CONC (E) CONC (E)/VCT (E)/VCT 1(E)/VCT (E) / VCT (E) / VCT (E) CONC (E) (E) CONC I VCT CONC______ [VCT CONC IHC 1CONC CONC (E)RB (E)RB 1 (E)RB (E)RB (E)RB (E)RB RB RB RB CPT/LVT j RB CPT ,CPT CONC 'PCF ONC E) CONC E) CONC E) CONC ONC CPT CPT CPT CPT CPT 155 156 157 158 159 CORRIDOR WORK OFFICE SMALL FLEX OFFICE AREER OFFICE 160 SMALL FLEX OFFICE 61 162 163 164 165 1166 OFFICE SMALL FLEX OFFICE I FILE STORAGE PCONFERENCE TOILET ;TOILET )167 !LARGE FLEX OFFICE 168 11169 !170 1303 304 314 OFFICE OFFICE CONFERENCE IDF CORRIDOR TICKETS ONC I (E) CONC E) CONC E) CONC I (E) CONC (E) CONC I (E) CONC (E) CONC (E) CONC PT PT PT PT PT PT PT PT CPT (E) CONC CPT 314 TICKETS 315 315A STORAGE LEARINING STUDIO 315B I OFFICE 315C '!STORAGE 316 !IDF [317 CHORAL 1317A OFFICE 317E 318 319 r319A 319B 319C 319D 320 320A 321 321A 322 322A 323 324 1325 1326 PRACTICE MUSIC LIBRARY BAND (E) CONC (E) CONC (E) (E) (E)CONC I CPT (E) CONC CPT 1(E)CONC CPT 1(E)CONC CPT '1(E) CONC 7 (E) (E.) CONC LVT I (E) CONC (E) (E) CONC (E) (E) CONC (E) CONC (E) CONC (E) CONC (E) CONC (E) CONC OFFICE STORAGE STORAGE PRACTICE GREEN ROOM MECHANICAL ACCESS DRESSING ROOM (E) CONC (E) CONC (E) CONC (E) (E) (E) (E) (E) (E) (E) (E) (E) RB RB RB (RB IRB IRB RB RB RB (E) (E) RB RB RB RB (E) (E)RB (E) (E) (E) (E) (E) (E) (E) (E) (E) E) E) Material Finish (E) GWB VWC (E) GWB PT Eas Material Walls South 1 West Finish Material Finish Ma (E)GWB -_. )E) GWB VWC GWB PT (E) GWB VWC GWB (E) GWB PT GWB (E) GWB PT GWB MRGWB EPT ! MRGWB GWB GWB VWC GWB PT I GWB PT VWC GWB -_.._.' VWC EPT MRGWB EPT GWB PT GWB GWB GWB GWB E) GWB GWB GWB GWB GWB GWB GWB GWB PT PT PT PT PT1 PT1 PT1 PT1 PT1 PT1 GWB GWB GWB GWB GWB GWB (E) GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB 7 PT1 GWB PT1 RGWB EPT1 MRGWB EPT1 GWB PT1 GWB PT1 GWB MRGWB MRGWB GWB GWB PT1 GWB PT1 GWB (E) (E) i (E) (E)GWB (E) - (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) )E) CONC (E) (E) (E) CONC I (E) (E) (E) CONC I (E) )E) (E) CONC i(E) i (E) )E) CONC (E) ((E) (E) CONC (E) CONC RESTROOM DRESSING ROOM RESTROOM EXCERCISE ROOM STAGE (E) CONC 1(E) CONC j(E) CONC (E) CONC (E) CONC (E) (E) (E) (E) (E) (E) (E) (E) (E) I (E) (E) ._.._.......... I (E) (E) 1(E) MECHANICAL ACCESS WOMEN'S 327 MEN'S 328 329 330 ATHLETIC SECRETARY ATHLETIC DIRECTOR (E) CONC (E) CONC (E) CONC (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)_ (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) CONC (E) ''I (E) CONC I1(E) ASB OFFICE 331 AUDITORIUM 333A ! LIGHT TRAP 339 (FIRE 340 I ELECTRICAL ROOM I (E) CONC 1(E) (E) CONC (E)................ (E) CONC (E) (E) CONC (E) (E) CONC 1(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) ......._ (E) (E) (E) (E) (E) (E) PT PT PT PT GWB GWB GWB PT 1 GWB PT GWB erial Finish (E) GWB (E) GWB GWB GWB PT GWB PT GWB _...._PT.. MRGWB EPT GWB GWB GWB GWB GWB PT I (E) GWB PT GWB PT PT PT PT PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 EPT1 EPT1 PT1 PT1 PT1 (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) MRGWB MRGWB GWB GWB GWB (E) (E) GWB (E) GWB GWB GWB GWB GWB GWB GWB GWB PT GWB PT GWB PT _.. GWBPT1 GWB PT1 GWB PT1 PT1 GWB --- PT1 PT PT PT PT PT1 PT1 PT1 GWB PT GWB PT1 GWB PT1 GWB PT1 GWB PT1 EPT1 EPT1 PT1 PT1 PT1 PT1 PT1 GWB PT1 GWB PT1 MRGWB EPT1 MRGWB EPT1 GWB PT1 GWB PT1 PT GWB PT1 PT1 GWB PT1 ACT Ceiling Materia ACT ACT I ACT ACT ACT TACT Finish FF FF FF FF FF FF..____._ 'ACT FF ACT FF ACT FF ACT j6F ACT IFF ACT IFF (E) - E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) I ACT FF 'ACT FF ACT FF ACT FF .ACT IFF (E)GWB (E) (E)GWB (E) A IFF ACT FF (E) (E) I EXP (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) _---(E). (E) (E) (E) (E) (E) (E) (E).... (E) (E) _. (E) (E) (E) (E) (E) (E) E) ...... (E) (E) (E) (E) (E) (E) (E) (E) J (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) Notes ROOM FINISH ABBREVIATIONS ACT ACOUSTIC CEILING TILE APC ACOUSTIC PANEL CEILING AVVU ACOUSTIC WALL UNIT CMU CONCRETE MASONRY UNIT CONC CPT CT CTB DPY CARPET TILE CERAMIC TILE CERAMIC TILE BASE DIFFUSION PYRAMIDS FVVP GPC MRGWB PCF PLP PT PVW Pap OT RB RBV RE RCED PANEL RESISTI POLISHED CONCRETE FLOOR WALL BOARD PLASTIC LAMINATE PANEL PAINT PERFORATED VINYL WALLCOVERING PLYWOOD BACKING PANEL RESILIENT WALL BASE SVC TBB VON SHEET VINYL INTEGRAL COVE BASE TILE SACKING BOARD VENTED COVE BASE VINYL WALLCOVERING FLOORING ROOM FINISH SCHEDULE NOTES 1. SEE INTERIOR ELEVATIONS FOR MULTIPLE FINISH TYPES AND/OR COLORS. SEE REFLECTED CEILING FOR MULTIPLE FINISH TYPES AND/OR COLORS. SEE FINISH FLOOR PLANS FOR MULTIPLE FINISH TYPES AND/OR COLORS. 4, SEE STAIR DETAIL A9 SHEETS FOR STAIR FINISH 5. CERAMIC TILE WAINSCOT, SEE INTERIOR ELEVATION FOR HEIGHT, FRP FULL HEIGHT GENERAL NOTES 1. ROOM FINISH SCHEDULE IS FOR GENERAL ROOM INFORMATION ONLY. REFER TO INTERIOR ELEVATIONS. FINISH FLOOR PLANS, REFLECTED CEILING PLANS AND DETAILS FOR MORE INFORMATION. 2, SEE SHEET A5.01 MATERIAL FINISH SCHEDULE FOR FINISH DESIGNATION INFORMATION, S. CORNER GUARDS AT LOCATIONS NOTED IN THE ELEVATIONS/ENLARGED FLOOR PLANS. 4. PROVIDE PVVV (PERFORATED VINYL VVALLCOVERING) AT EXTERIOR FACING VVALLS SCHEDULED TO RECEIVE vWC WINYT WALL COVERING). 5. TYPICAL COVED BASE SHEET FLOORING TO 6" ABOVE FINISHED FLOOR, 6. ALL SURFACES TO BE PT1 PAINT EGGSHELL FINISH 7. TBB AT TILE LOCANONS SHOWN IN ELEVATIONS. 8. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED ITEMS NOT LISTED ON THIS SCHEDULE. 9, PAINTED CEILINGS TO BE PAINTED PT1, EGGSHELL, 10, PROVIDE LEVEL 5 FINISH AT ACCENT PAINT AND DRY ERASE WALLS. SEE FINISH FLOOR PLAN SHEETS FOR WALLS TO RECEIVE ACCENT PAINT. CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION NU BER ADDENDUM - PERMIT REVIE 9/17/18 DESCRIPTION DRAWING REVISIONS DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACO A Nifi 00 B RB ROOM FINISH SCHEDULE PHASE 3 Date 0.01.2018 Revtsed Stamp REGISTERED Dr"' Author Sheet No, RECEIVED CITY OF TUKWILA PERMIT CENTER of BUNT ARCHITECTS, RS, 2 3 4 5 6 7 8 9 A B D F H K Number ROOM FINISH SCHEDULE PHASE 4 Room Floor Name Material Finish Base 202 BRIDGE J(E) 300 COMMONS (E) & NEW CONC (E) TERRAZZO IR B1 (E) R B1 TERRAZZO/PC F1,2,3 Walls North Material Finish East (E) GWB PT1 (E) GWB PTI 300A ENTRY / VESTIBULE CONC SM1 R B1 j GWB 3006 COURT YARD VESTIBULE CONC SM1 R B1 300C DELI/SALAD 300D DELI/SALAD 300E DELI/SALAD 300F COMMUNITY KITCHEN 301 TOILET 302 TOILET 305 STORAGE (E) j(E) TERRAZZO (E) (E) TERRAZZO (E) I (E) TERRAZZO (E) CONC jVCT (E) ij(E) (E) 1(E) (E) CONC 1VCT RBI RBI RBI RB1 R81 (E) (E) RB1 305A WORK/ STORAGE 336 TICKETS 336A BRIDGE EXIT (E) (E) (E) 337 KITCHEN (E) 337A OFFICE (E) 3376 PREP AREA (E) CONC 338 339 ELECTRICAL ROOM MECHANICAL ROOM (E) jjj (E) GWB GWB GWB (E) (E) GWB aterial Finish PT1 (E) (E) (E) GWB GWB ,1\ (E) (E) (E) (E) TERRAZZORSTI (E) (E) VSF (E) CONC (E) (E) CONC (E) RST (E) PTI (E) (E) (E) (E) (E) (E) COVED TO 6" AFF (E) (E) GWB FRP (E) (E) (E) (E) (E) )E)GWB (E) South West Material Finish (E) GWB PT1 (E) PT1 GWB/GWB PTI GWB PT1 FRP FRP FRP PTI GWB (E) GWB (E) (E) Material I Finish GWB/WS GWB Ceiling Material (E) METAL PTV,- WS PT1 Finish Notes EXP GWB FRP GWB FRP GWB FRP GWB j FRP FRP GWB j FRP PT1 )E)GWB 1 PT1 ACT (E) (E) (E) (E) (E) (E) PT1 (E) GWB PT1 (E) (E) (E)PT1 (E) (E) FRP (E) (E) (E) (E) (E) (E) GWB (E) (E) PT1 (E) (E) FRP (E) GWB/GWB (E) (E) (E) (E) (E) (E) PTI (E) (E) (E) (E) (E) 1(E) EXP IPT2 (E) j(E) I WGC FF (E) 1(E) (E) (E) (E) (E) (E)GVVB/GW FRP (E) (E) (E) (E) E) (E) (E) j(E) (E) E) NEW RESILIENT STAIR SYSTEM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) E) Room Floor Number Name 114 j CORRIDOR 115 PAR115W 120 LEARNING STUDIO 121 LEARNING STUDIO 122 123 123A Ma ria (E) CONC j (E) E CONC LVT (E) CONC (E) CONC LEARNING STUDIO 1(E) CONC LEARNING COMMONS 1(E) CONC 7 STAFF / TEAM j (E) CONC 123B !SMALL GROUP CO C 124 j MEN'S E CONC 125 'WOMEN'S 200 I LIBRARY 200A jMDF 2008 LIBRARY OFFICE 200C CONFERENCE 200D 200E WORK ROOM CPT1 CPT1 CPT1 PT1 PT1 E) CONC j (E) (E) CONC (E) CONC (E) CONC CPT2 (E) CONC CPT1 ROOM FINISH SCHEDULE PHASE 5 Walls Ceiling North Finish Base Material (E)RB RB E) GWB/GWB PT1 581 4" RBI 4" 'RBI 4" RB1 4" RBI 4" 581 4" 581 4" (E) GWB (E) GWB (E) GWB E) GWB )E)GWB (E) GWB RB1 4" )E)GWB RBI 4" 1 (E) GWB TOILET 201 201A 201B CAREER CENTER OFFICE CONFERENCE 204 205 205A 206 213 CORRIDOR CORRIDOR CORRIDOR IDF (E) CONC CPT1 (E) CONC CPT1 (E) CONC CPT1 (E) CONC j LVT WATER HEATER 2 4 215 215A LEARNING STUDIO LEARNING STUDIO BOOK STORAGE j (E) CONC CPT1 (E) CONC ICPTI RB1 4" (E) GWB RBI 4" (E) GWB PT1 PT1 PT1 PT1 PT1 (E) (E) PT1 PT1 PT1 PT1 PT1 PT1 581 4" (E) GWB PT1 R81 4" i GWB 1 PT 551 581 4" (E) GWB (E) GWB Eas Material Finish South 1 West aterial I Finish Material 1 Finish )E)GWB/GWB PT1 GVVB/GVVv PT1 1 (E GWB (E) GWB/GWB (E) GWB/GWB (E) GWB/GWB (E) GWB/GWB (E) GWB/GWB (E) (E) (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB/GWB PT1 1 (E) GWB PTI (E) GWB PT1 (E) GWB PTI PT1 (E) GWB PT1 I (E) GWB PT1 (E) GWB PT1 I (E) GWB PT1 (E)GWB PT1 1 (E) GWB ,,.. PTI (E) GWB PTI 1 (E) GWB T I G PT1 W aterial (E) GWB/GWB PTI ACT k9/VEVOVVB 7511 Tr (E) (E PT1 (E) GWB PT1 1 (E) GWB PT1 PT1 PT1 PT1 PT1 (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB PTI (E) GWB 216 j LEARNING STUDIO 217 1LEARNING STUDIO 218 LEARNING STUDIO (E) CONC CPT1 (E) CONC CPT1 (E) CONC CPT1 219 LEARNING COMMONS (E) CONC 219A 219B 220 221 223 223A 2238 224 225 SMALL GROUP )E) CONC CPT3 PT1 PT1 PT( (E) GWB )E)GWB PT1 PT1 PT1 ACT ACT (E) (E) j (E) (E) 1 (E) j(E) (E) GWB (E) GWB PT1 1 (E) GWB PT1 PT1 PTI PT PTI PT1 RBI 4" (E) GWB R81 4" (E) GWB RB1 4" )E)GWB R81 4" RB1 4" CUST/ELEC MEN WOMEN GWB PT1 PT1 PT1 PT1 (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB PT1 PT1 PT1 VWC (E) GWB (E) GWB (E) GVVB. (E) GWB LEARNING COMMONS TEAM / STAFF ROOM SMALL GROUP LEARNING STUDIO LEARNING STUDIO j(E) CONC CPT3 (E) CONC 11-1 (E) CONC (E) CONC (E) CONC CPT3 CPT1 CPT1 RB1 4" (E) CONC/GWB RB1 4" GWB RB1 4" GWB RBI 4" (E) GWB RB1 4" )E)GWB/GWB 226 LEARNING STUDIO j (E) CONC CPT1 227 LEARNING STUDIO (E) CONC ICPT1 244 244A 2445 244C 245 246 247 TE / APPLIED LEARNING LAB OFFICE STORAGE A.V. LEARNING STUDIO LEARNING STUDIO OFFICE 248 j HALL E) CONC CPT1 CONC CPT1 CONC PCF CONC (E) CONC (E) CONC (E) CONC (E) CONC RB1 4" (E) GWB RBI 4" (E) GWB RB1 4" (E) GWB RBI 4" EGWB RB GWB Fjj IRB SH j RBI 4" CPT j RB CPT1 (E) RB1 4" (E) GWB (E) GWB (E) GWB (E) GWB (E) PTI GWB PT1 (E) GWB PT1 (E) GWB/GWB PTI (E) GWB/GWB PT1 1 (E) GWB PTI (E) GWB PT1 (E) GWB PTI PTI PT1 PT1 j EXP PT1 PT1 EXP/GWB EXP )E)GWB 1 PT1 1EXP (E) GWB 1 PTI IEXP (E) GWB 1 PT1 EXP (E) GWB (E) GWB P11 EXP (E) GWB 1 PT1 (E) GWB (E) GWB (E) GWB PTI (E) GWB EXP Finish ACT ACP ACP ACP ACP j ACT j ACT Notes PT1 IEXP PT1 j EXP PT1 EXP VVVCI 6WS ACT ACT ACT I ACP FP )L FF PT1 GWB VWCI GWB PT1 (E) GWB/GWB PT1 (E) GWB PT1 (E) GWB PTI )E)GWB PT1 (E) GWB PT1 PT1 PT1 PT1 PT1 PT1 PT1 E).G\N PT1 GWB — . — PT1 PT GWB PT GWB PT PT ....... PT GWB PT PT1 (E) GWB PT1 (E) GWB PT1 (E) GWB (E) GWB GWB (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB 1E1.9WB GWB GWB PT (E) GWB PT PT1 (E) GWB PT1 (E) GWB (E) (E) (E) 1 (E) PT1 VVVC1 PT1 PT1 PT1 PT1 ACT ACT ACT ACT jACT j ACT FF FF FF IFF 1FF IFF FF PTI 'ACT PT PT GWB FF FF _P„-(1,,,I9WB PT PT1 EXP ACP PT1 (E) (E) GWB (E) PT (E) EXP ACP E) (E) ROOM FINISH ABBREVIATIONS ACT ACOUSTIC CEILING TILE APO ACOUSTIC PANEL CEILING AWU ACOUSTIC WALL UNIT CMU CONCRETE MASONRY UNIT COLIC CONCRETE CPT CARPET TILE CT CERAMIC TILE CTB CERAMIC TILE BASE DPY DIFFUSION PYRAMIDS Ittlt 44111011.111.110:300.. • - .45VIIVW ORCED PANEL FABRIC WRAPPED PANEL GYPCRETE 1110000000e 0040144,L BOARD FWP GPC MRGVVB PCF PLP PT PVW PBP QT QTB RB RBV SVC TBB VCB VVVC ignowersiiii5m CT RE BOARD MOISTURE RESISTANT GYPSUM WALL BOARD POLISHED CONCRETE FLOOR PLASTIC LAMINATE PANEL PAINT PERFORATED VINYL WALLCOVERING PLYWOOD BACKING PANEL QUARRY TILE QUARRY TILE BASE RESILIENT WALL BASE RESILIENT WALL BASE -VENTED FLOORING SHEET VINYL INTEGRAL COVE BASE TILE BACKING BOARD VENTED COVE BASE VINYL WALLCOVERING FLOORING ROOM FINISH SCHEDULE NOTES 1. SEE INTERIOR ELEVATIONS FOR MULTIPLE FINISH TYPES AND/OR COLORS. SEE REFLECTED CEILING FOR MULTIPLE FINISH TYPES AND/OR COLORS. SEE FINISH FLOOR PLANS FOR MULTIPLE FINISH TYPES AND/OR COLORS. SEE STAIR DETAIL A9 SHEETS FOR STAIR FINISH INFORMATION. 5. CERAMIC TILE WAINSCOT, SEE INTERIOR ELEVATION FOR HEIGHT. 6. FRP WAINSCOT TO 450" A.F.F. FRP FULL HEIGHT 8. PBP WAINSCOT TO 850" A.F.F. GENERAL NOTES REVII3tVE0 FOR CODE COMPLIANCE APPROVED JAN 04 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 1. ROOM FINISH SCHEDULE IS FOR GENERAL ROOM INFORMATION ONLY. REFER TO INTERIOR ELEVATIONS, FINISH FLOOR PLANS REFLECTED CEILING PLANS AND DETAILS FOR MORE INFORMATION. 2. SEE SHEET A5.01 MATERIAL FINISH SCHEDULE FOR FINISH DESIGNATION INFORMATION. 3. CORNER GUARDS AT LOCATIONS NOTED IN THE ELEVATIONS/ENLARGED FLOOR PLANS. 4. PROVIDE PVW (PERFORATED VINYL WALLCOVERING) AT EXTERIOR FACING WALLS SCHEDULED TO RECEIVE VWC (VINYL WALL COVERING). 5. TYPICAL COVED BASE SHEET FLOORING TO 6" ABOVE FINISHED FLOOR, ALL SURFACES TO BE 671 PAINT EGGSHELL FINISH UN.O. 7. TBB AT TILE LOCATIONS SHOWN IN ELEVATIONS. 8. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED ITEMS NOT LISTED ON THIS SCHEDULE. 9. PAINTED CEILINGS TO BE PAINTED P51, EGGSHELL, UN.O. 10. PROVIDE LEVEL 5 FINISH AT ACCENT PAINT AND DRY ERASE WALLS, SEE FINISH FLOOR PLAN SHEETS FOR WALLS TO RECEIVE ACCENT PAINT, 1 ADDENDUM 1 - PERMIT REVIEW NUMBER DESCRIPTION DRAWING REVISIONS 9/17/16 DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ROOM FINISH SCHEDULE PHASE 4 & 5 Dole 10.01.2018 Stamp 6982 REGISTERED ARCITECT YLU1 \ LEE MOND kNITON 06A861609 Drew" BY Author Sheet No. A5.00C OCT 0 9 2014 PERMIT CENTER of 9188 ARCHITECTS, PS. 2 3 MATERIAL FINISH SCHEDULE 4 5 6 7 8 A B D G H K KEYNOTE MARK 095113.ACT ACT1 1095113ACT 1ACT2 1095113.ACT lACT3 i095113.ACT 1ACT4 1095113.ACT lACT5 1098400.AWP [AWP1 DESCRIPTION !MANUFACTURER Acoustic ceiling file 2x2 'Armstrong Acoustic ceiling tile 2x4 Acoustic ceiling tile 2x4 Acoustic ceiling file, cloud Acoustic ceiling tile, cloud Acoustic wall panel; wood grille 1098400.AWP lAWP1a STYLE, SIZE, COLOR COMMENTS/NOTES Collection: Calla Style: 2820 Edge: Square Lay -In Size: 24x24 Color: White lUse with 15/16 grid Armstrong Armstrong Armstrong Armstrong Rulon Acoustic wall panel; wood grille 'Rulon Collection: Calla Style: 2821 Edge: Square Lay -In Size: 24x48 Color White Kitchen Zone 2x4 CAPZ in style Optima, white !Use with 15/16" !Use with 15/16" grid Usewith 15/16" grid MINDY VERIFY CAPZ In style Optima, whrte Use with 15/16" grid MINDY VERIFY Panelized linear 3-3/4" horizontal blades; 3/4" spacing between; color: maple - latte ; wood backing Panelized linear 3-3/4" horizontal blade 3/4" spacing between; color: maple - latte. wood backing I 096800.CPT CPT1 Carpet 096800.CPT 1CPT2 Carpet Shaw ollection: No Rules - Mindful Play Style: Think 5T186 Color: Achieve 86760 Shaw 096800:CPT CPT3 Carpet 096800.CPT CPT5 Carpet Shaw Collecbon No Rules - Mindful Play Style: Engage 5T187 Color Achieve Purple 86760 ollection: No Rules - Mindful Play Style: Impact 5T188 Color: Purple 86965 096800.CPT CPT6 Carpet 096800.CPT CPT7 Carpet 096800.CPT ICPT8 Carpet 096800 .0 PT CPT9 Carpet Tile Shaw Shaw iShaw Collection : No Rules - Mindful Play Style: 5T187 Engage Color Expenence Lime Collection. No Rules - Mindful Play Style; Impact 5T188 Color: Lime 86325 !Shaw Shaw Shaw I Shaw 093000.CT CT1 Porcelain/stone/ceramic wall and floor file Kaiser Tile Colectioo; No Rules - Mindful Play Style: 5T187 Engage Color: Experience Teal 86535 ollection: No Rules - Mindful Play Style: Impact 5T188 Color: Teal 86405 ollection: No Rules - Mindful Play Style: 5T186 Color: Nuance 86515 Style: Sweet Sixteen Color Nonpareil Finish; Matte Size: 12x12 Use with grout: GR1 123600.ER EC1 099123.EPT IEPT1 099123. EPT EPT4 099123,EPT EPTS Epoxy resin countertop without splash Durcon 1Black Onyx Epoxy Paint Epoxy Paint Sherwin Williams 1Pro Mar 200 Eggshell Color #1004 Pure White (SW7005) Sherwin Williams lSVV6711 Parakeet Epoxy Paint for Floors Sherwin Williams SW6494 Lakeshore 099123.EPT lEPT6 'Epoxy Paint for Floors 066400.FRP 09300.GR 062023.HLT FRP1 iFiberglass Reinforced Panel GR1 HLT1 High performance epoxy grout Sherwin Williams 1SW6657 Amber Wave Crane Composites [TBD Mapei 1Kerapoxy; #107 Iron Hardwood lumber trim; maple,stained to match Rulon color Maple Latte Casework supplier or TBD GC supplied, TBD 096500.LVT [LVT1 Luxury vinyl tile l096500.LVT VT2 Luxury vinyl tile Shaw Shaw Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Encourage 84535 Size: 12x24 Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Lime 84325 Size: 12x24 [ 096500.LVT VT3 uxury vinyl tile 1096500.LVF 1101100.MB Luxury vinyl file Shaw Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Teal 84405 Size: 12x24 Shaw Style: Solitude 0648V Color: Cottonwood 48120 Size: 6x48 Markerboard with aluminum frame, magnetic, ceramic coated 101100.MBS MBS1 1Magnetic Markerboard LVT6 1MB1 MDC Sharewall 062023.MDF 074213.MP 033600.PC 033600.PC MDF1 MDF Medium Density Fiberboard FUZE Sharewall, 2E8JX-25, gloss white magnetic, no pen tray MP 1 [METAL SIDING PC1 [Concrete, Polished, PC2 1Concrete, Polished, Integral Color, Custom mix to match architect's sample 033600.PC 123600,PL PC3 Concrete, Polished, Integral Color PL1 123600.PL PL2 Plastic Laminate Plastic Laminate I Per Specification No colorant Scofield [ Scofield Product: Chromix Color Custom Product Chromix Color: WilsonArt WilsonArt [Color: Brazilwood 7946-38 Texture: Fine Velvet Finish Grain: Vertical UNO TGolor: Skyline Walnut 7964K-12 Texture: Softgrain Finish Grain; Vertical UNO 123600.PL 123600.PL PL3 PL5 Plastic Laminate Plastic Laminate 123600.PL PL6 1099123.PT 1PTO/PT5 1099123:PT 099123.PT Plastic Laminate Clear dry erase coating PTO/PT6iPaint PT1 (Paint PT2 I 099123PT PT4 [Paint 099123.PT PT7 Paint 096566.RAF 096566.RAF 096566.RAF aminart Nevamar Pionite MDC Plastic laminate casework: classroom and student zones Plastic laminate casework: staff and administrative 1Color: Portobello 2433-T Texture: Textured Finish 1Dolor Cool Chic VA7002-T Texture: Textured Admin/recepfion desk casework Typical laminate countertops: staff and administrative zones Color Beachcomber AT988-SD Texture: Textured/Suede Fuze, Clear dry erase coating over PT5 accent paint color, [Typical laminate countertops: classrooms and academic zones Level 5 GWB finish required. Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams RAF1 Resilient athletic flooring, free Mondo !weight impact RAF2 'Resilient athletic flooring, free Mondo weight impact RAF2 Resilient athletic flooring, free 'Mondo weight impact 096513.RB RB1 Vinyl rubber base 4" 096513.RBV RBV1 Johnsonite Vented Cove Base SW6657 Amber Wave SW6711 Parakeet 1SW6261 Swanky Gray Style: Sport Impact Color: 008 Black Gauge: 10m 1Style: Sport Impact Color 011 Medium Grey Gauge: 10mm Style: Sport Impact Color: 026 Purple Gauge: lOmm Match Existing Johnsonite Match Existing TBD 096513.RST 1 RST1 Resilient rubber stair tread with texture Roppe or Similar TBD 1033000.SC 1124800.SM 123600.SSM 102113.TC SC1 [Sealed Concrete Per Specification SM1 Surface mount walkoff/entry at 1Shaw SSM1 TC1 Solid surface countertop material 1Formica Plastic laminate toilet 'Bobrick w/ Wilson Art compartment laminate TBD Style: Portal 5T035 Color: Lava 34549 Size: 2'x2' To be used in Auxiliary Gymnasium Formica Classics, Color: Luna Sand 757 Thickness: 1/2" Sheet SIze: approx. Genenc sold surface countertop material 30"x145" Color Cosmic Strandz 4941K-18 Texture: Linearity Finish Grain: Vertical UNO 096500.VCT VCT1 Vinyl composition Ole Armstrong or similar 1TBD 096500.VSF 096500A/SF 097200,VVVC VSF1 VSF2 VWC1 Vinyl sheet flooring Altro Vinyl sheet flooring Altro Vinyl wallcovering for tackable I Koroseal surface Style: Reliance 25 Color: Streetlight D2505 Style: Reliance 25 Color TBD Style: Insight Color: Purlesque 622-41 097200.VWC VWC2 Vinyl wallcovering for tackable surface 1-097200.VWC Koroseal Style: Insight Color: Mineralism 6322-94 VWC3 Vinyl wallcovering for tackable lsurface Koroseal Style: Insight Color: Royalty 6322-70 097200.VVVC VVVC4 Vinyl wallcovering for tackable surface Koroseal Style: Insight Color Envy 6322-83 097200.VWC iVWC5 Vinyl wallcovering for tackable Koroseal surface 097200.VVVC 096466.WAF 095426.WS VWC6 WAF1 WS1 095426:WS WS2A 095426.WS 095426:WS Vinyl wallcovering for tackable surface Koroseal Wood athletic flooring Horner or Approved ,Style: Insight Color Ivy League 6322-85 [Style: Insight Color: Molten 6322-63 TBD Wood grille ceiling panel, attached to grid Wood linear ceiling panel, attached to grid WS2B ,yV o o d linear ceiling panel, lattached to furring WS3 lAcoustic wall panel wood grille 095426.WS I WS4 Rulon Rulon Rulon Rulon Model Panel Grille; Style: 5-12-32; 2" vertical blades; 5 blades per foot; Color maple - latte; woodbackers Model: Linear Panelized; Style: 4 1/2" module; 3-3/4" member 3/4" reveal spacing; Fiberfelt spacers; woodbackers; Color maple - latte Model: Linear Panelized; Style: 4 1/2" module; 3-3/4 members; 3/4" reveal spacing; Fiberfelt spacers; woodbackers; Color: maple - latte Panelized linear; 3-3/4" horizontal blades; 3/4" spacing between; color maple - latte; wood backing Wood linear wall panel, direct Rulon attached Model: Linear Panelized; Style: 3" module; 2 1/2" members; 1/2" reveal spacing; Fiberfelt spacers; woodbackers; Color maple - latte RL-ViL-firinD FOR CODE COMPLIANCE APPROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2310 PERMIT CENTER 1 NUMBEDRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Drawing Title: MATERIAL FINISH SCHEDULE Stamp 5972 REGISTERED ARCYlTEC- a EE ttek Wlt- 1-, Lr MONO ENTON sTATE OF WASHNGTON BLRB ARCHITECTS, P.S. IPT1- 2 PTO/PTO-1 3 C3 jr -FT I PWG ,� 4 C4‘i 099123.PT" (C5) ,_1PTo1PT51-, 6 7 a (C71 9 PT1 A B D E G H I J! I 71.-1 fs• I . E I , i _- --y- 4 116 CORRIDOR - NORTH A 1l4"=1'-0"@FULL SIZE 099123. PT-\ 096513.RB- 116 - CORRIDOR - EAST A 9949 1/4"=1'.0"@FULL SIZE A9 AB B5.14 (C 102600.PWG `J IPT1 -, PT1J D2 116 - CORRIDOR - EAST B F)=eea 114"=1'.0"@FULL SIZE A8 102600. PWG 102600.PWG 099123.PT - 096513. RB 096513. RB--- AD) AC)i 096513.RB (f35 116 - CORRIDOR - NORTH B 114"=1'0" 0 FULL SIZE 102600.PWG \ AB ) PT1 1-\\ r- PT1 i p4 16 1- CORRIDOR - WEST A '9 114" =1'-0"@ FULL SIZE A6 102600.PWG. 1,7,0 OPEN TO BEYOND ,- - 13 ❑ R / fit',. 1 116 - CORRIDOR - SOUTH A EJ 114"=1'-0"@FULL SIZE 099123.PT 096513.RB PT11 IRB1I G_2 VESTIBULE 116A - - NORTH 116A - VESTIBULE - EAST G1 .=v, 1l4" =1'0"@FULL SIZE 114"=1'.0'@FULL SIZE 999123.PT------ - �1 116B - VESTIBULE - WEST .19 114"-1'-0" @FULL SIZE TYP 096513_RB TYP K 1 117 - CORRIDOR - SOUTH EAST 1 ® 1 114"=1'-0"@FULL SIZE 099123 PT PT1I TYP rR81 0P - 096513RB 099123PT 096513.R6 1116A- VESTIBULE -SOUTH P.1.92=i11=9 114'=1-0°@FULL SIZE 099123.PT 099123.PT--� 096513.RB 116E - FIRE RISER - NORTH 116E - FIRE RISER - EAST 2 114"=1'-0"@FULL SIZE --------_--_ �i ®" 114=1'A"@FULL SIZE RADIATOR - SEE MECH. \AE 102600.PWG 116A - VESTIBULE - WEST Faluana=1 1/4,1',0"@FULL SIZE i". 099123.PT PT1I 096513.RB RECESSED WALL LIGHT SEE ELEC. !RBI I AC� ,,AB) 102600PWG I// 099123.PT OPEN TO BEYOND 096513.R6 n �1��p�16 -�CORRIDOR - WEST B G� D� ® rzm114"=1-0"@FULL SIZE 102600.PWG A5 PT1 PT2 OPEN TO BEYOND ll; ) ... III I.I 1 1 � !� .I III I ,I �.. Ilk 1 - OPEN TO 0 BEYOND 0 �5 CORRIDOR - SOUTH B �11 ®1=1=1 1/4 10"@ FULL SIZE 116B - VESTIBULE - NORTH 114"= 1'-0 @FULL SIZE J4 116E - FIRE RISER - SOUTH J5 116E - FIRE RISER - WEST 114,1`-0" @ FULL SIZE 114°=1'-0"@ FULL SIZE �� I CT 093006CT CT31 AC B5.14 102600.PWG AB) 71-•- ; ` \ /I / OPEN TO BEYOND ,/ 1 1 1 117 - CORRIDOR - WEST A DRINKING FOUNTA N, SEE PLUMBING r0781 CT2 0' 1" 2" /4"-1'-0"@ FULL SIZE 102600.PWG--„.)) 099123.PT- 057300.DOS--___ 096513.RB-.,, -- 099123.PT 096513.RB PT1) EXPOSED STEEL STRUCTURE 099123PT CG61I 116E - VESTIBULE - EAST / 1 1 114=1.0" @FULL SITE A Dj /-PT2 PT2 G7 PT1 116B - VESTIBULE - SOUTH F1m6=11==9 114" =11-0" @FULL SIZE 7-J6. CORRIDOR - EAST J6 ---i 114"=1'-0"@FULL SIZE BENCH RADIATOR SEE MECH. PT5I FINAL STAIRS AND WALL FINISH COMPLETED BY PHASE 5 REVILIAED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2001:0 PERMIT CENTER 055190.55 057300.DMS 093000.CT 095426.WS 096513.RB 09T200.EM 099123.PT 102600.PWG KEYNOTE LEGEND STAIR STRINGER DECORATIVE METAL RAILING SYSTEM CERAMIC TILE WOOD SYSTEM RESILIENT BASE EDGE MOULDING PAINT SYSTEM PLASTIC WALL GUARD 095426 WS 099123. PT --- 096513.RB INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION, 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO, 3 ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 1 1ADDENDUM 1 - PERMIT REVIEW 1 9/17/18 � NUaEDESCRIPTION DRAWING REVISIONS DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 1 AREA A INTERIOR ELEVATIONS 2 REGISTERED p l ARC lT{6� f✓I6/10680�Lt0 -'. LEE STATE OF W D HENTON STATE9FWA661NGT0N BLRB ARCHITECTS, P.S. 5 064100PL A D E F LIGHTING SEE ELEC. D1 STAIRWELL 3 SLAT WALL ® 1/4"=1`-U'@FULL SIZE B 130 - LEARNING STUDIO - NORTH B3i" 1/4" -1'-0" @ FULL SIZE 0' 2" 4 097200 VWG -r 101100MBS 26'-"t1/4' 096513.RB--� 3 LEARNING STUDIO - WEST D3 11.11c1 1 1/4"= 1'- 5FULL SEE 097200.V805 101100 M85� 099123 PT utr 096513 RB—m. VWC1 PT1 26' 9 O"/ 130 - LEARNING STUDIO - EAST B5'--- �� F® 0' 1" '9 11A`1'-0°QFULL 617E 2" 4" PT1I I RBI I .Y I /1 It B$_130 - LEARNING STUDIO - SOUTH B8 1 1/4"41'-0"@FULL SIZE REVIL-vi.D FOR CODE COMPLIANCE APFROVED JAN 04 2213 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 208 PERMIT CENTER 064100.P0 095428 WS 096513.RB 097200VWC 099123.PT 101100.MB5 123600.PL 097200 V WC PL1 123600.P1 KEYNOTE LEGEND PLASTIC LAMINATE WOOD SYSTEM RESILIENT BASE VINYL WALLCOVERING PAINT SYSTEM MARKERBOARD SHEET PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL. PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMLGLOSS ONO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED NUMBER ADDENDUM 1- PERMITREVIEW 9/17/16 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA''�, BLRB.com' Drawing Ti le: 1ST FLOOR PHASE 1 AREA A INTERIOR ELEVATIONS 0.01.2018 Stamp 9 REGISTERED ACFj4TECT, 1 LEEK ND rENTON STATE OE ,reTON Drawn By 7H Project N0. 16.08 Sheet No. A5o11B BLRB ARCHITECTS, P.S. 055100.PM8--„ 2 101200.DC AG 4 AF 6 AE) 7 A 099123.PT B E H P21 RB1 0/.4( 096513 RB --;Th Ii31117 - CORRIDOR - SOUTH WEST '- 1/4, INF @FULL SIZE TO YOND OPEN/TO BEY,OND 099123.PT Q---ym, 117 - CLASS ENTRY C 117 - CLASS ENTRY D F...anm=9 41 9FULL SIZE D2EmEEEFm1 FEE@ FULL SIZE PT11— TYP 1181 I j7 TYP 099123.PT TYP kkjk — 096513.RB TYP TYP IIPT11 096513 RB IRBI Di 1 I r 1 I 117 - CORRIDOR - WEST B F=6.6=9 =IAN@ FULL SIZE (D2),— 099123PT 102600.PWG Hv/vc6i SEE MECH. 099123 PT LIGHT, SEE ELEC. 117 -CLASS CLASS ENTRY A >[-- \_}.1.7.2427.94 1/414150/@ FULL SIZE 07 f—ILF71 I D4) , PTO/PT6 096513.RB OPEN TO BEYOND / \ 06 117 - CORRIDOR AT CLASS ENTRY B B8=6.4=9 FE 10 @ FULL SIZE ( D5 1 , 1 1 1 1 ; , ___ , _ __ _ 4 /,. ,,,,, 17-7 I I I I , etal, ; 11 I \ , 1 _ 117 - CLASS ENTRY E 117 - CORRIDOR - NORTH EAST (D3, D4 F....F=6 1/4 FLIT@ FULL SIZE 11.1III6E1=9 1/4 41 0 @ FULL SIZE (---) 117A - VESTIBULE - NORTH WEST 117A - VESTIBULE - NORTH EAST 117A - VESTIBULE - SOUTH EAST F 1 - F=6=,===! 1/4, EN@ FULL SIZE k211.19==J4444441/4, 1501@ FULL SIZE P19,54/64=FEE 1/4141501@ FULL SIZE 1721JI TYP 102600PWG-- B2.2 P21—\ HPT1 TYP Ak ,T IV N s OPEN T@BEYOND / N N 1.9 FmcEEFFmE 1/4, INF@ FULL SIZE .3+_ / TYP STAIRWELL 5- SOUTH EAST 1.19=2P=II9 1/4, INF@ FULL SIZE 481 118 - CORRIDOR - NORTH WEST 099T12„2,PT kk- 096513 RB TYP „kJ - 057300.DMS PT21 STAIR STRINGER TO BE PAINTED 099123.PT TYP 096513.R0 TYP 0K2 STAIRWELL 5- SOUTH WEST =.6ad==1 1/4 =ILO @ FULL SIZE (05) /7— 102600.P44G 097200.VWC (D5) 083513.FRF 102600 PWG 891 (F74 117A - VESTIBULE - SOUTH WEST 118 - CORRIDOR - SOUTH WEST 31=96:6F-6 FE 41 \ @ FULL SIZE k Emtatim.9 1/4 -1-0 @ FULL SIZE 118 - CORRIDOR - NORTH EAST G4 F07...77. 1/4' 4140I @ FULL SU K4 STAIRWELL 5 - NORTH WEST 1/414150"@ FULL SIZE I PT2 1 EXPOSED STEEL STRUCTURE B2.2 B B , GB 118 - CORRIDOR - SOUTH EAST IF1.1242===.=1 1/4, 1501@ FULL SIZE PT1 TYP \ i I ; i 1 1 r / ' — 8611--k TYP 119- VESTIBULE - NORTH EAST P..12=F4==, 14.1501@ FULL SIZE 4-;<6 119 - VESTIBULE - NORTH WEST 1/4,15010FULL SIZE 099123., TIP 096513 RB TYP REVIL•iVED FOR C000 COMPLIANCE APPROVED JAN 04 2013 City of Tukwila UILDING DIVISION RECEIVED r 119- VESTIBULE - SOUTH EAT S ITV OF TUKWILA 00 0 9 20;a PERMIT CENTER 4OI9=FI=1 114, 1-01@ FULL SIZE KEYNOTE LEGEND 055100.MS 055100.PMR 057300.DMS 003513584 095426.WS 03651388 097200A/1NC 099123.PT 10120095 102600.PWG 09912322 095513.88 METAL STAIRS PERFORATED METAL RISER DECORATIVE METAL RAILING SYSTEM FIRE RATED FOLDING DOORS WOOD SYSTEM RESILIENT BASE VINYL WALLCOVERING PAINT SYSTEM DISPLAY CASE PLASTIC WALL GUARD INTERIOR ELEVATION NOTES I. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SENII-GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ADDENDUM I - PERMIT REVIEVV I 9/17/18 , NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 09/34100 1172 00 4414451 240021168 BLRB 001 Drawing Title, 1ST FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS Dole 10.01.2018 Stamp 5932 I \ REGISTERED ARCOITECT /10,1,VC. LEE RAYMOND LENTON STATE OF WASHINGTON Drew" By JJH Project NO 16.08 BLRB ARCHITECTS, P.S. 2 4 5 6 7 B SEE ELEC. RBi �--� 136 - LEARNING LAB - NORTH WEST 1/4"= K-01 @FULL SIZE 101100.MBS L R81 (-.Th 136 - LEARNING LAB - SOUTH WEST �� 114-1-0 @FULL SIZE PT1 099123 PT EC 1 -\ - 101100 MBS 104413 L. 099123.PT 096513.R8 - 102800.TD 02800LSD 137 - SCIENCE STUDIO - NORTH WEST E3 ® ' 114,1w^@FULL SIZE 097200 V WC 10 137 - SCIENCE STUDIO - SOUTH EAST Y 1f 23600.ER - 123600 PL 104416. FX1 i - 099123. PT pat =1'A"@FULL SIZE 097200 VWC--- 096513,RB most 1 vwct rR81 101100.MBS 123600.7E \-------- 096513,R 099123.PT --096513.R8 4 136 LEARNING LAB - NORTH EAST ® - 1/4'= 1'"0"@FULL SIZE 102800. TO- - -. 102800. LS D iex=nx4 ae.as.rz4 ae 2aexs4 as.as.z4 96xiBx2d ae.m.za ea.soxz4 aa. x.ze :=4/ EYEWASHING STATION, -\ SEE PLUMB. 066400.FRP PT1 R811 .---101100.MB FRP11- 5 136 LEARNING LAB - SOUTH EAST �J °'"°c4s 114'=1'-0"@FULL SIZE 099123.PT 101100 MB 123600.7E 096513.12E \-----" 097200 V WC (6-4 137 - SCIENCE STUDIO - SOUTH WEST f=iamptFmt 1I4'=1'-0"@FULL SIZE J1 MALL GROUP - SOUTH EAST J2 137A37- SMALL GROUP - SOUTH WEST 137B - SCIENCE PREP - NORTH WEST J 9A"=1-0"@FULL SIZE "'® tl4"=1'10"@FULLSIZE °.°® "° 1141=r0"@FULL SIZE 101100.MB 099123.PT 096513,R8, ' /tttti RB1I 137B - SCIENCE PREP - SOUTH WEST Etm.... � � 1l4"=1)0'@FULL SIZE ---099123.PT 099123.PT-, j PLil 097200.VWC- - CONTINUE FLOORING & BASE - TYP 137 - SCIENCE STUDIO - NORTH EAST I MCP 096513.R6�/ IEC1 ......._„ PL1 \ -LVWC1 1028000T0 102900Pl5D KEYNOTE LEGEND 066400.FRP GLASS FIBER REINFORCED PLASTIC SHEET PANELING 085113 MCP MULLIONS & COVERPLATES 092900.GWB GYPSUM WALL BOARD 096513.RB RESILIENT BASE 097200VWC VINYLWALLCOVERING 099123.PT PAINT SYSTEM 101100,MB MARKERBOARD 101100.MB5 MARKERBOARO SHEET 102600.LSO LIQUID SOAP DISPENSER 099123,PT 102800 TD TOWEL DISPENSER (TYPE) 104413 FIRE PROTECTION CABINETS 104416.FX1 FIRE EXTINGUISHER TYPE FXB-A 105613.S SHELVES 123600.ER 123600.PL PLASTIC LAMINATE 092900 GW6 INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 099123.PT 006513.RB G 137A - SMALL GROUP - NORTH WEST (6-1 137A - SMALL GROUP - NORTH EAST �L l - 1/4"=1'-0"@FULL SIZE P=9Entsni=9114"=1'-0"@FULL SIZE PEGBOARD 102800.LSD 1 DRYING RACK 102800.TD--------- 099123.PT 105613.S 123600.ER� 123600.PL 096513.RB { EC1 137B - SCIENCE PREP - NORTH EAST J6 137E - SCIENCE PREP - SOUTH EAST Jg -- 114"-1'-P'@FULL SIZE \i r'd' ®` 11 .at Inn 1'-0"@FULL SIZE PL1 REVS/100 FOR CODE COMPLIANCE APPROVED JAN 04 2919 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 -Lola 1 ,ADDENDUM 1- PERMIT REVIEW , 9/17/18 NUMBER DESCRIPTION ttt DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA RA Vad9c At - Washinnton9402' 2)3.62li5@ Drawmg Ti le: 1ST FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS 0.01.2018 Stamp 932 REGISTERED ' �A�R�CNITE ntiF STATE Drawn B Project No. 16.08 PERMIT CENTER BLRB ARCHITECTS, P.S. 123600.PL 102800.00-....... A B D E F G H K 123600.96 123600.PL 5—) 096513.R8 ,m1L glan gw,1 go, GYP BULKHEAD - -- )5 --_, __.-- I ' .. ,... _ " ', --- ,---- .i.--- ic. J . _ 2 ... ....,,,-...., , , „,,,, B 139 - LEARNING STUDIO - NORTH WEST 1,4)51,0)@ FULL SZE 139 - LEARNING STUDIO - SOUTH WEST Di s 1 0)@FULL SIZE 099123 PT 096513 RB RB1 139 - LEARNING STUDIO - NORTH EAST B4 1/4) 5 1'.0)@ FULL SIZE PTli 123600 PL I PL6 =t1 ... ...„....--- i \ l' I ' t i 1 • 4 - - ti.=—/ - ) —II 5 FREER ' I-- / REF r— ;I.,. ;/.1i.t.: `'--- _,.1 , - - 11= .,,-! . _ , .i \ ,. = .0 ,---/-,--... 09651368-3' 139 - LEARNING STUDIO - SOUTH EAST 1/4). 0 @ FULL SIZE Favv07To FOR CODE COMPLIANCE APPROVED ,lAh 0 4 2013 City of TLIkWila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 nia PERMIT CENTER ,PT1i RBI KEYNOTE LEGEND 096513.R8 RESILIENT BASE 099123.PT PAINT SYSTEM 102800.LSD LIQUID SOAP DISPENSER 102800.TO TOWEL DISPENSER (TYPE) 104416.EX1 FIRE EXTINGUISHER - TYPE FXBA 123600.PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES I. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED NUMBER ADDENDUM -1EtirSNCIUTOZW 917018 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Drawing Title, 1ST FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS 5932 lt ltaT REGISTERED , ARCYI•TEGT., L..Al/410' MPOND ENTON _7ATE OF WASHINGTON. BLRB ARCHITECTS, P.S. 2 4 5 6 7 8 A B C D E F G H 096513.RB 096513.RB PTi B,206 - CORRIDOR - NORTH A 1l41= 24.@ FULL SIZE RiT1 PT PT11 PT1 �1206 - CORRIDOR - NORTH B �! -. 1/4=1,,0,.@FULL SIZE 099123.PT—F„, 096513-R8-- 099123.PT-- 096513.RB PT1f • OPERJOBEYOND 11 111 206 - CORRIDOR - SOUTH A ®m, UV 110 @ FULL SIZE CJ r— 095426.WS WS3I IRB1I RBI B6 206 - CORRIDOR - EAST A s®F2=, vP= 1--0"@FULL SIZE 67) Fa9r-em .,i 1,4-1-0@FULL SIZE 206 - CORRIDOR - EAST B 099123.PT-- 096513.RB- D6 206 - CORRIDOR - WEST A ® 1/4,1'-0'@ FULL SIZE `HRH \ \ OPTO BEYOND / '.— o — ' O E5; 207 - CORRIDOR - WEST B F.5® = 1l4"=1'-0"@FULL SIZE OPEN TABEYOND I10"111, G ® 1/4'=1'-0"@FULL SIZE 206 - CORRIDOR - SOUTH B I RBi-__."_-..J J9 228 - LEARNING STUDIO - NORTH ® 1/4^=1'-0'@FULL SIZE 09Z20o.VWC 09]200 V WC—� 101100,MBS 099123.PT-----�� 096513.RB _._ 101100.MBS— K 099123.PT 096513,RB---- 14 aG STUDIO - WEST 22 - LEARNIN K'/ effi _I"@FULLSIZE H MB51 PTi I d J2 228 - LEARNING STUDIO - EAST --®� 1l4'=1'-0"@FULLSIZE \—I R81 ----- — 241 - SMALL GROUP - NORTH - - 1 1/4"=1'0'@FULL SIZE 096513.RB Ivwci — (MBS1 P —IRB1I 097200.VWC— 1 .-.._..I PT, L 099123.PT 096513.RB RB OPEN`/0 BEYOND 096513.RBrt\ - CORRI DOR-WESTB 114 -1tl'@FULL SIZE 111 —099120PT OPI 096513.R8 - 207 - CORRIDOR - SOUTH EAST A m 1/4"=1'0@FULLSIZE Ili I11 I 1 1 II I I (G1207 - CORRIDOR - EAST 114'= 1'-0"@FULL SIZE 23600.PL /-_ 096513,RB 228 - LEARNING STUDIO - SOUTH J5 1/4"-1'0'@FULL SIZE 241 - SMALL GROUP - EAST )-��-"''°i 1/4`=i'-0"@FULL SIZE 0241 - SMALL GROUP - SOUTH F.944.F1=1.91/41= 1'a.@ FULL SIZE — RB1 099123-PT---- 096513.RR PLII K1241 - SMALL GROUP - WEST 0' 1" ®2Ai4,• 114"=1'-0.@FULLSIZE —[PT11 RBi) 096513.RB REViev'ED FOR CODE CCi4PLIANCE API%ROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2013 PERMIT CENTER 095426.WS 096513.R8 097200 V WC 099123.PT 101100.MBS 123600.PL KEYNOTE LEGEND WOOD SYSTEM RESILIENT BASE VINYL WALLCOVERING PAINT SYSTEM MARKERBOARD SHEET PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW 8 EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ADDENDUM 1 -PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pa/iti/ Are. Suite700 Wa4in9ton 98402 fi3b1/3599" 2ND FLOOR PHASE 1 AREA A INTERIOR ELEVATIONS Stamp 0.01.2018 5932 1 REGISTERED 18 \OcNsTN LEE 1E FWAS EGTON 1 SraiE OF wASrvINciOry Drawn BY JJH Project N0. 16.08 A5.12A BLRB ARCHITECTS, P.S. A B D E H 099123 PT - : ! i I I .‘., . 1 F . , _ ' i I • ! ii III II II , . . 1 1 096513.R6—/ 099123.PT—„,, 096513.128—./ 099123.PT 207 - CORRIDOR - NORTH EAST ...ottFP=9 1/4 .1 @FULL SIZE PT1 PT1 11 207 - CORRIDOR - SOUTH EAST B pi, 114'. 3-0" @FULL SIZE 099123.PT_ OPEN'TO BEYOND , . , . , . / .. , . ..., 096513 RB F 207 - CORRIDOR - NORTH WEST 1tH.1c6F@ FULL SIZE 681 099123.PT /531 095426.WS.-----__ PT1 099123.PT---_ 062023.6LT--__ 08661368 PT1 681 4,--->„ 207 - CORRIDOR - SOUTH WEST B F=...4=9 114, TV@ CULL SIZE OPEN TO BEYOND ,_207 - CLASS ENTRY A F3F9s,=F=9 1/4.--ILO"@ FULL SIZE 099123.PT (-4, 207 - CLASS ENTRY B F-9.d=9 11,F.V.G@ FULL SIZE f PT1 096513 RB 099123PT 207 - CORRIDOR - WEST A H1JaI=.6.F=.9 1/4, @ FULL SEE K 096513 RB LL/ PTIE 681 099123 PT 101100.MB-- 123,600.PL 096513.RB—, 12360066 k;'• 881 1981 03651368 PTI} I HLT11 !RBI - - . oo _ al ‘ * ,kto ' 4 fit 207 - CORRIDOR - SOUTH WEST A III.I2=1===9 1/4,1,C @ FULL SIZE 207 - CLASS ENTRY C 1/4,ILT@ FULL SIZE 099123.P 207 - CLASS ENTRY D 101.0" @ FULL SEE 234 - CTE / APPLIED LEARNING LAB - NORTH WEST • H5 tmtcoscrtmmt, 1/4,1,0.@ FULL SIZE 097200.VWC 102800.LSD 60260076- > < - 111 sY, I \ 'FF5 2 TEE/ 7- OE 4= nE Z1TL iTO ,K1 234 - CTE / APPLIED LEARNING LAB - NORTH EAST (1,(-m 234 - CTE / APPLIED LEARNING LAB - SOUTH EAST IIIII'maPI=.9 1/4 =1 @ FULL SIZE F..tostam9 1,6-ID @ FULL SIZE A.° C 2 PLI RBI \ 661 207 - CLASS ENTRY E FT-- r9oGor=4.9 1/4= 1,0" @ FULL SEE 099123PT 096513.RB 099123.PT PT11 096513.RB / 661 099123 PT 096513 RB kEVIELVLID FOR DE COMPLIANCE APPROVED JAN 04 2D19 City of Tukwila ILDING DIVISION 234 - CTE / APPLIED LEARNING LAB - SOUTH WEST RECEIVED K6 CITY-OF-TUKWILA 1/4 .1 0 @ FULL SIZE KEYNOTE LEGEND 062023.HLT HARDWOOD LUMBER TRIM 092900.GWB GYPSUM WALL BOARD 095426 WS VVOOD SYSTEM 096513.R6 RESILIENT BASE 097200.VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100.MB MARKERBOARD 102800.LSD LIQUID SOAP DISPENSER 102800.T0 TOWEL DISPENSER (TYPE) 123POGED 123600.PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ADDENDUIVI 1 6019866 ilF:IZT,,F,ITEKTVV 1 9,/,1;Fr1E4 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 999614644 649166 I'51%';,'"" 1 BIRECcet cc:. • : r. : : • 2ND FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS Date WM .2018 6941440 Stamp 5932 REGISTERED AREDITEGT, p, I tri141 LEE RAYMOND DENTON MGM OE avASPEWON Drew' BY JJH Project No. 16,08 A5.12B OCT 0 9 2C13 PERMIT CENTER BLRB ARCHITECTS, P.S. 097200.VW0 2 3 4 5 6 7 A B C D 099123.PT-\ 080000.TG 123600.ER 123600.P1 iFFE 096513.R6 iaxso e.as. as. .z, .30, \xan , `.-- P11 235 - SCIENCE STUDIO - NORTH WEST B1L F=9..,F "'9 114"=1'-0I@FULLSIZE 095113.MSS- \ 099123.PT-,, EI �D1`235 - SCIENCE STUDIO - SOUTH WEST J ® 114"=1`0"@FULLSIZE �PJ 101100.MB FRPI - 066400FRP 099123.PT- -\ PT1 JIL 1L 81235 - SCIENCE STUDIO - NORTH EAST _ 6 ® 114"-1'-0"@FULL SIZE 099123 PT--\ 123600.ER-- \ 097200VWC-., N \.........- 092900.GWB---- 123600.PL 81 235 - SCIENCE STUDIO - SOUTH EAST 66 i 62= 1 1/4,1'.0"@FULL SIZE (D3 235A - SMALL GROUP - NORTH WEST 1 D4235A - SMALL GROUP - NORTH EAST 5 235A - SMALL GROUP - SOUTH EAST 114'"-i'�0"@PULL 512E =�`9 114°=1'-0"@FULLSIZE \/ i ®m.9 114"=1,0"@FULL SIZE ©FuPR 235B SCIENCE PREP - SOUTH EAST FI 2 5B SCIENCE_10F2 a"@Funs' PREP - NORTH EA UV SIZE 099123PT-,, C' 096513.R6-� r CG 099123.PT H K 237 - LEARNING STUDIO - NORTH EAST Frnsazug==.91I4"=1'.0"@FULL SIZE t. 1 I 1 01 RBI 1 238 - GROUP LEARNING - NORTH WEST 114"-T-P'@FULL SIZE K1 2ND FLOOR - TYP SCI LAB TABLES A 1l4.=1`-0"@FULL SIZE - 071 DRYING - -PEGBORD ARACK 101100.MB--- 099123.PT I PT1 RBI F4 235B - SCIENCE PREP - SOUTH WEST 114"=1'.0"@FULL 612E 0 i" 2 4" MB1 ) LEARNING STUDIO - NORTH WEST F11/4'=1'-0" @ FULL SIZE 237 - LEARNING STUDIO - SOUTH EAST Fm9=2 1A"=1'-0"@FULL SIZE 238 - GROUP LEARNING - NORTH EAST 01" 2 �i..94" 114"-1'-0" @ FULL SIZE IK3 2ND FLOOR - TYP SCI LAB TABLES B V4=1-0@FULLSIZE 099123.PT--\ 096513.RB--\ 01100.MB 23600.PL i-- ---- 096513.R6 �71235A - SMALL GROUP - SOUTH WEST 1I4'=P O•@FULL SIZE \ i ( 237 - LEARNING STUDIO - SOUTH WEST ® 114"= 1'-0"@FELL SIZE i- PT1 099123.PT- - RB1 096513.88-\ 238 - GROUP LEARNING - SOUTH EAST ® i ilA"=1'-0@FULL SIZE PT1 I RBI] or J6 _ GROUP LEARNING - SOUTH WEST 114"= 1,0" @ FULL SIZE 235B - SCIENCE PREP - NORTH WEST 114"=1'-0"@FULL SIZE PT1 RB1I RLV4Eld0D FOR CODE CC0 7LIANCE APPROVED JAN042019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PT1I EC1] PL 066400.FRP KEYNOTE GLASS FIBER ELEGEND INFORCED C SHEE PANELING 088000.TG TEMPERED GLASS 092900.GWB GYPSUM WALL BOARD 095113.MSS METAL SUSPENSION SYSTEM 096513.RB RESILIENT BASE 097200VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100.MB MARKERBOARD 123600.ER 123600.PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 IADDENDUM t- PERMIT REVIEW 9l1 ]lt6 NUMBER DESCRIPTION DATE 1 IL DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ash 041on 9840 3.4075599 2ND FLOOR PHASE 1 AREA B INTERIOR ELEVATIONS 5932 I REGISTERED I I� I ARJHITECE kli1 ) LEsET �R�A oMEO�N�DFENTON PERMIT CENTER BLRB ARCHITECTS, P.S. 123600 PL A B C D E G H K 099123.PT---- 123600 SSM----.� 123600.PL-------- 090513.R&—/ BI ® 1/4"=1'-0" @FULL SIZE 096513. RBA 1 ..... s. I. A �PTi-I i SSM1 w 100 - ADMIN - NORTH A �� 100 - ADMIN - SOUTH A J ®� 114"=1'-0'@FULL SIZE 095426.W9— Ni 123600.PL—T._ 096513.1W6--„, ,G1 099123,PT- 096513.RB—D 099123.PT PT1 1 096513RB RBII 100 - HALLWAY - NORTH A L ®m 114 -1-0 @ FULL S�zE-..—.....— l cm R 11 691 �3 100 - ADMIN - NORTH B B1 100 - ADMIN - NORTH C ® 1/4"=1'0@FULL SIZE `®'�v- 1/4,1'0"@FULL SIZE D2 100-ADMIN-SOUTH B mm"`""'""' 1/4 -1-0 @FULL SIZE 0I9123.PT PT11 099123.PT p 100-ADMIN-SOUTH B I 088000.IG-- _ V \` alarm OPEN TO BEYOND o OPEN TO BEYOND 098513.RB— --- /� RBA. 100 - HALLWAY - NORTH B Es 100 - HALLWAY - EAST --- 1/4-1-0 @FULLSIZE �� m 1/4"=1'0"@FULL SIZE G GLASS PANEL LAI GLASSSS _— PANEL 101 - RECEPTION - NORTH ® 1/4"=1'-0"@FULL SIZE 102 - STAFF WORK ROOM - NORTH `J �® 1/4"=1'00"@FULL SIZE 7 s1 K1102 - STAFF WORK ROOM ISLAND - SOUTH 1/4"=1`-0" @FULL SIZE G 101 - RECEPTION - NORTH EAST G2 ® 114"= 1'-0"@FULL SIZE --- - PTI ITYP PLS TYP TYP RBI ITYP J2 102 - STAFF WORK ROOM - EAST 099123.PT—� TYP 098513. RB—� TYP ® 1/4"=1'0"@FULL SIZE C�1 103 - CONFERENCE/OFFICE - NORTH / ® 1/4" 10'@FULL SIZE - --- L._.....-1 PL2I-_— 123600.PL\ 123600.SSM SSM11 (65A 100 - ADMIN - NORTH EAST �J ® 1/4"=1'-0"@FULL SIZE 01100 - ADMIN - SOUTH D 1/4'-ILO" @FULL SIZE 099123 PT ----� PT1I 096513 R81 ----� E4 WAY - SOUTH 1/4"=1`-0'@FULL SUE 088000.IG-- 099123.PT WS4•—� 095426.WS .,, II III II WWI I ill I i HI SLIDING GLASS PANEL ` —, SLIDING, = GLASS PANEL{}--.-- 1 y�� _ 8558 {SSM11 123600.P ---- ' PL2I 100- ADMIN - EAST A 114"=1'-0"@FULL SIZE OPEN TO OPEN TO �` ( BEYOND I BEYOND 096513,R8 % 100 - ADMIN - WEST A s) ®m p' 114"=1'-0" @FULL SIZE 099123.PT---- 096513,12B 100 - HALLWAY - SOUTH B '==d— ...... 1l4"=1'-0" @ FULL SIZE 101 - RECEPTION - SOUTH EAST PT1 TYP RBII TYP @FULL SIZE 102 - STAFF WORK ROOM - SOUTH J4 il4"=1'0"@FULL SIZE 103 - CONFERENCE/OFFICE - EAST ..- 0' 1" 2" '"=i4" v4"=1'-0"@FULL SIZE APT1 E 100 - HALLWAY - WEST 1/4"-1''0"@FULL SIZE 101 - RECEPTION - SOUTH WEST ® 1/4'=1'-0'@FULL SIZE J6 WORK ROOM - WEST J6 STAFF F "=1'A"@FULL SIZE K6 _ CONFERENCE/OFFICE - SOUTH 114"=1` P@FULL SIZE PTII 097200VWC - 123600 PL 123600.SSM-� 096513.RB rB8 100 - ADMIN - EAST B �J ® 1/4"=1',0"@FULL SIZE 100-ADMIN-WESTB AD_J 5=85""'""" 1/4"=1'-0" @FULL SIZE 095426.WS-- -- Pit I RBI �WS41 EB 101_RECEPTION - NORTH WEST B mm== 114"=1'-0"@FULL SIZE ...—...-. _---__ � 1'{ { l III 1 II —SLIDING GLASS PANEL, ( -- SLIDIN GLASS PANE 123600.PL--/ 123800.SSM— 098513.RB �1 101 - RECEPTION - WEST ®®® i/4"=10"@FULL SIZE J7 102 - STAFF WORK ROOM ISLAND - NORTH \,\ 1® 114"=1'-0' @PULL SUE --'-- RB1) PL2I KEYNOTE LEGEND INSULATING GLASS 088000TO TEMPERED GLASS 095426 WS WOOD SYSTEM 096513.RB RESILIENT BASE 097200VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 102800.LS0 LIQUID SOAP DISPENSER 102800.1D TOWEL DISPENSER (TYPE) 123600.PL PLASTIC LAMINATE 123600.SSM SOLID SURFACING MATERIAL REVici'8,D FOR CODE CCII,'i?LIANCE APFROiiED JAN 04 City of Tukwila BUILDING DIVISION CITY OF TUKWILA 103 - CONFERENCE/OFFICE - WEST 000 O s 2ota I' J ------... "=----- 1l41'-0"@FULL SIZE RECEIVED 6' r' z'• a" PERMIT CENTER INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3 ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ADDENDUM 1- PERMIT REVIEW 7 9/17/18 NUMBER DESCRIPTION I DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 1250 a11fi1944 94/58100. i5407,999'' Drawing Title: 1ST FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS Date 0.01.2018 Revise3. 932 It REGISTERED IR iirtrOZVD MILEE S ATE OIF WASH NGTON BLRB ARCHITECTS, P.S. '30/2018 3:17:03 PM B C E F G H K TYP B ^ 104- CONFERENCE/OFFICE - NORTH (IZ 104- CONFERENCE/OFFICE - EAST 3 104- CONFERENCE/OFFICE - SOUTH 'v-m - :.,, 114-i-0°@FULL SIZE �� ® 1/4-10 @FULLSIZE ®�`� ,l4"=1'-0"@FULL SIZE 099123,PT»- TVP 096513.R8---� TYP 105 - ASST. PRINCIPAL - WEST =1'-0°@FULLSIZE 07 - OFFICE - EAST - _.... ;))111), ®&.�T,d� 1i4 -tA @FULLSIZEIZE - 040121.8MR (i-3-2 106 - PRINCIPAL - NORTH \� ® 1l4"=1'O. M FULL SIZE 107 - OFFICE - SOUTH '0"i 14'=1'-0'@FULL SIZE ®—O G1 08 -TESTING/ISS -WEST G2 109 - OFFICE - NORTH 1/4-1-0"@FULL SIZE �J, 1l4"=1'-0"@FULL SIZE 110 - MECH. - WEST 1/4"=r.0'@FULL SIZE 099123.PT� 123600.PL--� (2 111A - JANITOR - NORTH `m9tressrml 114"=1'-0"@FULL SIZE PT11 099123.PT r J oL2� 123600.PL-� 111 - HALLWAY / MAIL - EAST 1141= 1'B. @ FULL SIZE �I PT1 1 TYP R81I TYP (61 106 - PRINCIPAL - EAST il4"=1=0"@FULL SIZE I�K 3 107 - OFFICE - WEST CF1/4,1'10"@FULL SIZE 109 - OFFICE - EAST 099123.PT—, TYP 096513.RB— TYP 104- CONFERENCE/OFFICE - WEST .3 114"=1'-0"@FULL SIZE 099123 PTA TYP \ 0965,3.R8� TYP �I RBI TYP B1 105 - ASST. PRINCIPAL - NORTH ®"'""", tlb"=1'0"@FULL SEE 106 - PRINCIPAL - SOUTH D5I 1l4"=1=0"@FULL SIZF F4 108 - TESTING/ISS - NORTH C,/ ® 1l4"=1'-0"@FULLSIZE 006 TYP R81 TYP 105 - ASST. PRINCIPAL - EAST g% e3EF 1/4"= 1'-0"@FULL SIZE (b. 106 - PRINCIPAL - WEST WIZE (-F�108 - TEST4NG4FULL SIZE EAST 109-OFFICE-WEST ®""°`°'�1 t14^=1-0"@FULL SIZE G4 ®® "� 114"=1'-0"@FULL SIZE •G� Eliwee "' 114"=160"@FULLSIZE r1 111A - JANITOR - EAST fimararrimP=16 1l4"= 1'-0"@FULL SIZE 111A - JANITOR - SOUTH _.- 1l4"=1'-0"@FULL SIZE flfrL iJ OP h TO BE OND if "ICil,�,.I tI : if 096513.RB 111 - HALLWAY / MAIL - SOUTH =,',0"@FULL SIZE as 4.v.z< rs z+ R81 111A - JANITOR - WEST PI9resegFm9//4"=130' @ FULL SIZE 099123 PT-, 096513.R8- 099123.PT----- 096513.R8----- (66/ 110 - MECH - NORTH 1 1 1/4,1 FULL SIZE 099123.PT--� YP 0965553PRB-� 099123.PT-� TYP 12'-4 1/2' 105 - ASST. PRINCIPAL - SOUTH 1/4,1le©FULL SIZE f 107 - OFFICE - NORTH [PT 1 TYP P 09655433 RB_-..-...- PT'I TYP REP TYP 040121.BMR 096513.RB 099123.PT 123600.PL KEYNOTE LEGEND BRICK MASONRY REPAIR RESILIENT BASE PAINT SYSTEM PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1, ELECTRICAL, PLUMBING AND MECHANICAL DEVICES \ SHOWN FOR REFERENCE ONLY, SEE DRAWINGS FOR MORE RIMINFORMATION. TYP F7, 108 - TESTING/ISS - SOUTH : a'ur 1/4 -1-0 @ FULL SIZE C7110 - MECH. - EAST 1l4'=1'-0"@FULL SIZE (66 110 - MECH. - SOUTH \_J Pam' .9 114'=1'-0"@FULL SIZE J6 111 - HALLWAY / MAIL - NORTH =1'0"@FULL SIZE 1 111 - HALLWAY / MAIL - WEST J ® 1l4'=1'-0"@FULL SIZE IRB1I 123600.PL PL2,, F004Vio'•iVED FOR CODE CC6'.i LIANCE APPROVED JAN 04 2010 City of Tukwila UILOING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2,110 PERMIT CENTER 2, ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 1ADDENDUM 1- PERMIT REVIEW NUMBER I DESCRIPTION 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District B LR B Y"'.;s Drawing Title: 1ST FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS 59321 REGISTERED ARC,BITE 1 � LEEE MOND STATE OF wASHmGTou 8LRB ARCHITECTS, MS, 099123 PT 12' - 5 1/2'' 90 A B D E G H K 099123 PT mt, TYP I \ TYP 1, 112 - STORAGE - NORTH F=9aa40==9 1(4 =1 01@ FULL SIZE I PT1 ,121311 TYP t— LIGHTING TYP, / M --- SEE ELEC 112 - STORAGE - EAST \,87L) 3jn @I =130 @FULL SIZE 1 2" 4 / 1 / 1 . \ / 02551859 (b--1, 113 - HEALTH - SOUTHEAST \—) ..7=9, 1141=1 0 @ FULL SIZE .7 112 - STORAGE - SOUTH @ FULL SIZE (Eii,113 - HEALTH - SOUTH 14,1301@FULL SEE 099123 PT 123600,PE---- 096513.RB 1,,,/-A--) 112 - STORAGE - WEST 1/4 =1@@ FULL SIZE 099123 PT—t., TYP 34) 113 - HEALTH - SOUTHWEST 1/4.91901@ FULL SIZE F 102800 TO ,s1 PT9 PT:r1 @ Er-- 4 @lam — 102800 LSD 5@*/ ;tip@ g '7; „ PL5' / PL21 RBI 113- HEALTH - NORTH 85 94 1/4' = 1-0" @ FULL SIZE M ttm nc, 113 - HEALTH - WEST 1/4 =1 01@ FULL ME RBI 1YP - ' OPENKNEE SPACE PT1 113 - HEALTH - EAST -E99,@94@—@ 1/4,1,0' @ FULL SIZE RE-V-tmat.t.J.D FOR - CODE CC;`,IPLIANCE APPROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER KEYNOTE LEGEND 096513.198 RESILIENT BASE 099123.PT PAINT SYSTEM 1028001SO LIQUID SOAP DISPENSER 102800.TO TOWEL DISPENSER (TYPE) 123600.PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2, ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW 8, EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED ADDENDUM 1 - PERMIT REVIEW NUMBER DESCRIPTION DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB a rci'd'tecs WashI4914199101 904051599 BLRB 20 Drawing Title: 1ST FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS Dete 10.01.2018 Revised Stamp 5932 t REGISTERED ARp,HPFECT ifaitY5'f LEE RAYMOND FENTON STATE OF WASHINGTON Drawn By JJH Project No. 16,08 BLRB ARCHITECTS, P.S. A B Sm.H=F=9 IFS=1'0^@FULL SIZE D1 13 - VESTIBULE S NORTH LFULL 313 - VESTIBULE - EAST -1'd"@FULL SIZE F1313A - SECURITY - NORTH WEST (FZ, 313ASECURITY - NORTH EAST Fz.%=,==1 i14"= 1'.0" @FULL SIZE : ,, 1/4"=1'-0" @FULL SIZE 314 - TICKETS - NORTH WEST Hz 314 - TICKETS - NORTH EAST F.i=f==.1 114"=1'@@FULL SIZE F3 313A - SECURITY - EAST == 9 i14"-1'0"@FULL SIZE 13- ==. 1/IBU4LE - FULLSIZE 313 - VESTIBULE - WEST 14"=1'0"@FULL SIZE 4 313A SECURITY - SOUTH EAST FS 313A - SECURITY - SOUTH F6i SECURITY - SOUTH WEST 114"=1'-0"@FULL SEE T@@TY P@Irosimi 1/4"=1'{P'@FULL SIZE —_- @@/ F '}ea@ , 1l4"=1',0"@FULL SIZE 314 - TICKETS - SOUTH EAST nH4 314 - TICKETS - SOUTH 314 - TICKETS - SOUTH WEST I 1=1="`.1 il4"=1'0"@FULL SIZE --- _—_--F@@@ _ ® i 114°=1'-0"@FULL SIZE (1-15)1l4"=1'-0"@FULL SIZE O FOR CODE CCfi1PLIANCE APPROVED JAN 04 2013 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 ma PERMIT CENTER KEYNOTE LEGEND INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY_ SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW 8 EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 :ADDENDUM 1- PERMSF REVIEW NUMBER DESCRIPTION 9I1]I14 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District -' TACOMA 7SOPati&A0 :' • W44429ton9 402;. 1 1ST FLOOR PHASE 2 AREA 3 INTERIOR ELEVATIONS Stamp 0.01.2018 5932 REGISTERED ' I ARCyIIECi / I 4/`BI0N0 ENT, L LEE RAYMOND FENTON STATE OF WASNINGTON 044wn BY: JJH Project No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. 2 4 6 7 9 A B C 099123.PT--, TYP 096518- TY3.RP - OP BE -O ND eJ 203 - CATWALK - NORTH WEST =J 114"=1'-0"@FULL SIZE 099123.PT—, TYP 096513.RB N TYP D D1 208 - OFFICE - NORTH ==3...P=9 1/4 -1-0 @FULL SIZE E F G H K 099123.PT_� YP 096513.RB—. TYP -SOUTHEAST 209 - SECURITY 1l4'=1'A°@FULL SIZE 4" 099123.PT 123600PL-- 102800.TD _ 102800.LSD---- PT1 TYP --I PL21 TYP 211STAFF KITCHEN - NORTH A �� i(b-1-0°@FULL SIZE J1 211 - STAFF KITCHEN - WEST A 1l4"=1101@ FULL SIZE RBt TYP R81 09912S.PT T -FP-1 1 TYP �IR81 TYP 203 - CATWALK - NORTH EAST ® •• 1/4"=1'-0"@FULL S2E C OFFICE - SOUTH EAST - EAST DZ 208 OFFICE0D) 208 - FULL SIZE ' 1/4"=r.o"@FULL SIZE R811 TYP F2 09 SECURITY - SOUTHWEST ill F" ® - 1/4"=1`-0"@FULL SIZE — VENDING MACHINES 211 - STAFF KITCHEN - NORTH B G 1/41=199'@ FULL SIZE J2 211 - STAFF KITCHEN - WEST B I ® 1/4"=1'0"@FULL SIZE 101100.M8--- 099123.PT- TYP 096513.R8-� TYP PT1 TYP R81 TYP 210 - OFFICE - NORTH �r®---1/4"=T-0"@FULL SIZE 203 - CATWALK - SOUTH EAST 9 © 1/4"= 1'-U'@FULL SEE 4208 - OFFICE - SOUTH WEST \4=1'-0"@FULL SIZE I210 - OFFICE - NORTH EAST i F4r`,==o=. 1/4-1-0 @ FULL SIZE........_._ _......- OPEN -TO' ,-BEYOND, 211 - STAFF KITCHEN - NORTH C ® 1 1/4"=1'LT@FULL SIZE �p�rorl'1I ro�I� vll�Ioor F[t rll eron rlr 208 - OFFICE - WEST D6 --- - �����°' 114"=4-0"@FULL 612E 210 - OFFICE - SOUTH EAST ® (/4'=1'-0"@ FULL SIZE FgFF,i Mon, OPEN TO BEYOND 211 STAFF KITCHEN - EAST A ® r 1/4'"=1'-0"@FULL SIZE J3 211 STAFF LOUNGE - NORTH EAST (.14) 211 - STAFF LOUNGE - SOUTH EAST or=1'-0"@FULL SIZE ® 1/4"=1LD@FULL SIZE \ 096519. RB--� <K 211 - STAFF- 1LOUNGE - SOUTH K2 211 - STAFF LOUNGE - WEST VWC3 �099123.PT--.�' 1.1 212 - HAY - WEST 4 1/41.310"@ FULL SEE 097200 VWC� / l - 457209 - SECURITY - NORTHWEST @i � 11A 1-0"FULL SIZE F6 210 - OFFICE - SOUTH WEST \� cam 1/4'=1'-0"@FULL SIZE 211 - STAFF KITCHEN - EAST B =4 1 114" 91'-0" @ FULL SIZE 095426.WS---�� W53 -- 1111IIINIIIIII 203CATWALKFDuSOUTH WEST SIZE ,138 ( 209 - SECURITY - NORTHEAST D-$/ F=9=F===i 1/4-1-0 @FULL SIZE 210 - OFFICE - WEST KEYNOTE LEGEND == i 1/4"=1`-0"@FULL SIZE OPEN TO- 211 - STAFF KITCHEN - SOUTH B (/4"=1'01@ FULL SIZE 212 ®® - 2126HALLWAY - EAST i 1/4"=1'-0'@FULL SIZE 1l4"=1'0"@FULL SIZE FEVi�•"�L:O FOR CODE CC;OPLIANCE APB'HOVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2"91 095426.WS WOOD SYSTEM 096513.R8 RESILIENT BASE 097200VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100198 MARKERBOARD 102800,LSD LIQUID SOAP DISPENSER 102800.TO TOWEL DISPENSER (TYPE) 123600,PL PLASTICLAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS LINO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 (ADDENDUM 1- PERMIT REVIEW NUMBER DESCRIPTION DRAWING REVISIONS PERMIT SET REVISED 9/12/18 DATE Foster High School Modernization and Addition Tukwila School District BLRB'corn Drawin Title, 2ND FLOOR PHASE 2 AREA E INTERIOR ELEVATIONS 0.01.2018 Stamp 59 ERED \ ARCHITECT � 4t� A80EN I SiAW064 SMING3ON Drawn By Protect No. 16.08 Sheet No. PERMIT CENTER BLRB ARCHITECTS, PS. 0/2018 3:18:0 A 099123.PT--. PT,I OPEN TO,BEYOND + sEE2 E 096513.R8-11/ RB1 I B1 114 - CORRIDOR - NORTH A F._. B ` P=l=ur=; 114"=1'0"@FULL SIZE C D E G H 099123.PT— -- 099123.PT6 TYP 096513.128—, TYP TYP IRB1I TYP 114 - CORRIDOR - NORTH B m 1/4"=1'42@FULL SIZE _ B 114 ORR IDOR - NORTH C ® tl4"=1=0"@FULL SIZE 00 114 - CORRIDOR - NORTH D F....9.99.9 1/4"=1'-0@FULL SIZE PT1 B5 114 - CORRIDOR - NORTH E 055213.PR 6521/4"=1'-0" @FULL SIZE iII ilk OP NTO BEYOND [-It'Ar ❑ / v v i / BEYOND BEYOND OPEN/TO BEYOND _L- ❑ -_..._.. -_ 1, 114 - CORRIDOR - EAST A 1/4-ILO "@FULL SIZE �E1 114 - CORRIDOR SOUTH B PTi WALL AND DOORS DEMOLISHED IN PHASE 5 E2 114 - CORRIDOR - SOUTH C F.166.1.6 1/4"=1'-0"@FULL SIZE PT1 09651 RST--/ 05510 PMR--- 100 114 - CORRIDOR - SOUTH D J 5Z " 1/4"=1'-0" @FULL SIZE I-RST11 033000. C-------/ r II I II II II / / (-� 114 - CORRIDOR - WEST A 114"=1'-0"@ FULLsEE ' \ / / N, (0.1 STUDIO - NORTH EAST 1/4"=1'-0" @FULL SIZE 099123 PT—) K 096513.R8—T PT1 I 097200 V WC---__ 066400.FRP--, FRP1I—T, 099123.PT- --1 1 PTS \ 123800.PL 097200.VJJC--.„ 123600. PL 096513.R8 PL1 PL6 1 / i 3\, 140 - ART STUDIO - SOUTH EAST 1 ,/ FULL SIZE 096513.RB K ®�1/4"=1'-0"@FULL SIZE T STUDIO - SOUTH EAST 2E) 140 - ART STUDIO - WEST ® 1/4'=1'-0"@FULL SIZE +—IR81( 44. ,K4 140A - ART TEACHER - NW 114"=1'-01@FULL SIZE K5 VINC1 PT1 PL6 099112P,PT-� 096513.14E TYP TYP \ 114 - CORRIDOR - EAST B (o)6, 6 es- 114"=1'0@FULL EVE TYP TYP G6 140 - ART STUDIO - NORTH WEST 1/41= 1''9"@FULL SIZE CI D7 114 - CORRIDOR_ SOUTH A 84"=110' @ FULL SIZE 1 KEYNOTE LEGEND 033000.0 CONCRETE 055100.PMR PERFORATED METAL RISER 055213.PR 066400 FRP 096513.R8 098513.RST 09l200 VWC 099123,PT 102600.LSD 102800 TD 123600,PL STEEL PIPE RAILING GLASS FIBER REINFORCED PLASTIC SHEET PANELING RESILIENT BASE RESILIENT STAIR TREAD VINYL WALLCOVERING PAINT SYSTEM LIQUID SOAP DISPENSER TOWEL DISPENSER (TYPE) PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY- SEE DRAWINGS FOR MORE INFORMATION, 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 2T- 83/8" ,_ PL6 / r�► 123600.PL----- J TYP 140 - ART STUDIO - NORTH sFrE e.xxan 17.7, �PLi TYP . v4"=ILO" @ FULL SEE — 10280030 —102800.LS0 an.m t1 =4 '74/ sm viz J oc.ao.+a 38x21 x12 3a>ao.rz gag, 1,7� J {RBi .-_� oe,:w.za ztn, EsG wFae. as ES 140 - ART STUDIO - SOUTH WEST J6Pr=ensd===i 1/44=/'-0"@FULL SIZE 097200 VWC 00 140A-ART TEACHER - NE 1/4"=140"@FULL SIZE ,ma EMI 097200 V WC --123600.PL --- 099123.PT 096513.R6 REJicw PHRO'JED .LI __I�_ J }4'fBPL1 MI MN���s_�yI O T PL11 ==— iNG DIVISION __ _MINI MIN _ K 140A - ART TEACHER - SE K7� 140A - ART TEACHER - SW RECEIVED K6 1/4"=1=0"@FULL SIZE ®wry va r-0@Fu55606 ------....------CITY-OFTUKWILA 0 1' 2' a" o• r' 2' 4' OCT 0 9 NA PERMIT CENTER PT1 TYP TYP 1 ADDENDUMI-PERMITREVIEW 9/17/18 I NUMBER DESCRIPTIONI DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA I8OAa<ir Ave. Washln94498401 5 85RB.com Drawing Title: 1ST FLOOR PHASE 3 AREA C INTERIOR ELEVATIONS 0.01.2018 932 AEGISTECE0 ARCfjRECT., \LEERA 4DNTON ILE�RA MOND ENTON ATEOFwnsH rvcTaN Drawn By JH Project No, 16.08 Sheet No. BLRB ARCHITECTS, P.S. 0/2018 3:18:27 PM A TYP B pkr- 140C - KILN - NORTH FiFFluwf==.1 I/4 -1-0" @FULL SIZE D F 23 K —IPTI I TYP J-1 RB1 TYP 2 140C - KILN - EAST (B2, m&alta,= 1/4' 71 0. @ FULL SIZE 096513 REI-2/ 111I (6.-1 145 - LEARNING COMMONS - EAST FF.L=01=9 1/4, ME@ FULL SIZE 096513.RB---/ TYP 4-- 1 6 - SMALL GROUP - NORTH 111= MT@ FULL SIZE 099123 PT-- TYP 1239.c"Op.PL • 099123,PT- TYP 096513PB TYP 147 - SMALL GROUP - WEST 7..27=9, 1/4,170"@ FULL SIZE 2 1028001SO-, 709 10280V0--, \ TYP fr PT1 I 1I1I1'27m_ RBI I - SMALL GROUP - EAST F077(=(.7'94,‘ 114,170" @ FULL SIZE 3 140C - KILN - SOUTH („„ J-2 9.9matti=. 1/4 =1 0 @ FULL SIZE 101100 MBS--.@, , 099123 PT •@",„""" 4 B4 140C - KILN - WEST F=9=99 1/4,1 0 @ FULL SEE 2-1 PT1 PT1 24' - 1 5/8" '&1 096513 RB—/ 145 - LEARNING COMMONS - SOUTH A .-== tfa" =1 O.@ FULL SIZE 146 - SMALL GROUP - SOUTH 1/1= DOI@ FULL SIZE 81" 2" 4" / 148 - EXCEPTIONAL EDUCATION - NORTH A FIFF 1/1= ILE@ FULL SIZE h PIM / TYP TYP 4t <> 1 vv II":11 Ez. / < 148 - EXCEPTIONAL EDUCATION - SOUTH A \_(_) PItt'imataltmt. 1/4 = FULL SEE 0' 1' 2" 4" 123600 PL-22@ 097200 096513.RB— TYP RBI 148 - EXCEPTIONAL EDUCATION - WEST B F=IwuP=i1 1/436MEI@ FULL SIZE m,--11771 TYP RB1 TYP TYP TYP / 6 7 ' ' 1 A , , P TO BEY ND / \ 2- 4 '. P . , 4 • • ss / 'NEVI-0 BUTOND 11 10.NING OPEATED / Ss / , SS ,AI 096513 RB 2.= 145 - LEARNING COMMONS - NORTH A , ,B5 m9=4=5 1/4 =1 0 @ FULL SIZE (-Th 145 - L.C. - SOUTH B 191, 1' T @ FULL SIZE 146 - SMALL GROUP - WEST ) 1141=1M" @ FULL SEE 099123 TYP PT1 masil ivwc5 I 145 - L.C. - SOUTH C D6, IFFritazammt 1/4 =1-0' @ FULL SEE TYP "—LF2,771 TYP 681 a 09912367 881 1-2/ 096513.128 145 - L.C. - NORTH B 36,36JF9===9 114, ME@ FULL SIZE 145 - L.C. - NORTH C 1/1= I'M@ FULL SIZE \ OPEO(TO BEIOND 145 - LEARNING COMMONS - WEST D7 099123,PT 101100.MBS 097200.9990 NN, 096513 RB 99tazaft=9 1/4, MC@ FULL SIZE 147 - SMALL GROUP - NORTH cE6)147 - SMALL GROUP - EAST ,-- 'tm2 1/1=1,01@ FULL SIZE P91119=59=9 111.170"@ FULL SIZE 147 - SMALL GROUP - SOUTH Iwtmmt1=9 ME@ FULL SIZE (m 148 - EXCEPTIONAL EDUCATION - NORTH B> 148 - EXCEPTIONAL EDUCATION - EAST mt:21d= 1/4 =1 0 @ FULL SIZE 7>Fmempat../19/9 114 = 1 41 @FULL SIZE 148 - EXCEPTIONAL EDUCATION - SOUTH B M2tA,3 -F229=attatamma 14361 0 @ FULL SIZE (1--(--2 150 - LEARNING STUDIO - NORTH P.9....==.9 1/4 - 1-0' @ FULL SIZE 099123PT 096513 RB, 148 - EXCEPTIONAL EDUCATION - WEST A J5 9..79722tFt=.9 1/41= @ FULL SIZE 150 - LEARNING STUDIO - EAST mlaamitmt& 1/4,1701@ FULL SIZE 123600.PL PL1 CODE CCDfPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 20:£1 PERMIT CENTER KEYNOTE LEGEND 096513.R6 RESILIENT BASE 097200,V79C VINYL VVALLCOVERING 0991236T PAINT SYSTEM 101100.MBS MARKERBOARD SHEET 102800.LSD LIQUID SOAP DISPENSER 10280070 TOWEL DISPENSER (TYPE) 123600.PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MEcHANicAL oevmas SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2, ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO, 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ADDENDUM 1 - PERMIT REVIEW 9/17/15 I 8u88681 DESCRIPTION I DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 3 AREA C INTERIOR ELEVATIONS Stamp 5932 REGISTERED ARGOITEGT, i..ropiputtr LEE RA MOND FENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 2 PLt 3 099123.PT--. 6 7 123900.PL— TYP A D E F G H K 0991YP123 PTA ♦ 1 C11 150 - LEARNING STUDIO - SOUTH BJF9=1===91/4"=1'0"@FULL SIZE RBI) TYP C1 151 CAREER CENTER - SOUTH 114"=1-0'@FULL SIZE 1 150 - LEARNING STUDIO - WEST �J ® 114"=i'-0"@ FULL SIZE 123600.PL PL1 TYP pi; 1ID3 151 - CAREER CENTER - WEST D® 1 tic =1'-0"@FULL SIZE �E1 152/153 - HALLWAY - NORTH =1'-0"@FULL SIZE TYP 096513.R0� TYP 6 ANGLED G_153 - HALLWAY - SOUTH EAST 114"=1`0°@FULL SIZE 099123.PT—� 096513.R8—� 0991123PPT- -� 09TZO0PVWC 123600.PL—., TYP 096513.RB-1 TYP PT1 RBI HALLWAY - SOUTH WEST __.._ _._ .am 114'=1'A'@FULL SIZE 777 156 - WORK ROOM - NORTH EAST u^zs41 114"=1'L0"@FULL SIZE PTI TYP IPL1I TYP VWC11 TYP TYP IRB1I TYP ANGLED PT11 TYP RBI; TYP 099123.PT--� TYP 096513.RB_ TYP TYP 101100.MBS--, TYP 096TMPR8� 20 B5,151 - CAREER CENTER - NORTH \_./E.114"= Y-0"@FULL SIZE Rn VOCCI most TYP TYP 151 - CAREER CENTER - EAST �J __ Z#4 �"' 114"=1'-0"@FULL SIZE 0' 1" 2" 4" 1D5, 152/153 - HALLWAY - WEST 114"=1'-0"@FULL SIZE / lPT1 TYP E3 -152 STUDENT SERVICES - NORTH EAST 1/4"-1'-0"@FULL SIZE 152 - STUDENT SERVICES - SOUTH WEST ��JkO"@FULL SIZE J — G3 154/155 HALLWAY - NORTH WEST ®62=F=1 1/4 NY@FULL SIZE 154 - HALLWAY - NORTH EAST FFF,F6=?F=11M,F.F"@FULL SIZE L� 152/154/155 - HALLWAY - SOUTH EAST �i 1l4"=1'0"@FULL SIZE 156 _.. WORK ROOM - SOUTH EAST 114"-10"@FULL SIZE 156 - WORK ROOM - SOUTH WEST 114"=1'-0"@FULL SIZE 5 157 - OFFICE - NORTH 1)4"=1'0"@FULL SIZE 0 097200 V WC 096513.R6-� 157 - OFFICE - EAST _._. 114"=1'-0"(dFULL SIZE r WC3i I PT1I TYP RB1I TYP 9 156 - WORK ROOM - NORTH WEST 114-1'-0"@ FULL SIZE 096513. RB TYP � 157 - OFFICE - SOUTH 1/4"=1'0"@FULL SIZE :D FOR CODE CC T c''LIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION RECEtVEO 157 - OFFICE - WESTCITYOFTUKWILA 114"=1'0.@FULL SIZE OCT 09 2018 KEYNOTE LEGEND 096513.R0 RESILIENT BASE 097200.VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100.MB MARKERBOARD 101100.MBS MARKERBOAR0 SHEET 123600.PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 IADDENDUMI PERMITREVIEW NUMBER I DESCRIPTION DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 3 AREA C INTERIOR ELEVATIONS Stamp 932 j REGISTERED ARCi9060 LEE RAl)MOND FENTON srnrSOFwnsnlrrcrax PERMIT CENTER BLRB ARCHITECTS, P.S. 5 6 7 8 A 099123.PT—G- TYP 096513,RB—' TYP i TYP -H R811 TYP 097200.VWC-9, 096513.RB— VWC3I PTi i-- - TYP RBII TYP B B / 158 - SM FLEX OFFICE - NW Z� 158 - SM FLEX r"2 ..SM EX BqFLEX OFFICE - SW 5 1599_CAREER OFFICE - NORTH maP " 1/4 _ .3•@FULL3IZE / 158 -SM -�� v4-1-0'@Fvu SIZE •�.,� 1 v4-1-0 FULL SIZE - � �.... � J @ �J ®°`�"�`9 va'=r-0"@Fuu sIZE U 9.6.99.9 va"=r19"@FULL SIZE 099123.PT— C TYP D 096513,R8_ TYP ,--1 PT1 TYP RBI TYP D1 163 - RECORDS - NORTH �J F ® " , 1/4"=1'-0"@FULL SIZE 101100.MBS-GG E F G 096513.R8— PT1I /1 163 - RECORDS - EAST , 1/4"=P.0"@FULL SIZE 164-CONFERENCE-SOUTH WEST , 114"=GO" @FULL SIZE 09912311T-9G, TYP 096513.11B—. TYP — PTiI TYP RBII TYP O170 - OFFICE - SOUTH EAST G1 9=F 9 tl4"=1'-0"@FULL SIZE 3 163 - RECORDSB` SOUTH PT /pq1 RECORDS - WEST II4"=r-0"@FULL SIZE F2 167 - LARGE FLEX OFFICE -_NW F3 167 - LARGE FLEX OFFICE - NE ._� t/4"=1'-0'6 FULL SIZE \i/ F O l 1/4o 111@FULL SIZE 170 - OFFICE - SOUTH WEST ..+.m 1/4,1',0` @ FULL SIZE 097200 V WC\ 097200 V WC-� 099123. PT TYP I 096513.R8 TYP r 159 - CAREER OFFICE - EAST \ / , 1/4"=10"@FULL SIZE 2HVWC3, 164 - CONFERENCE - NORTH WEST 1/4"=1'-0"@ FULL SIZE 167 - LARGE FLEX OFFICE - SE 4 _ 101100. MBS� rPT11............- n 159 - CAREER OFFICE - SOUTH `., 1/4"= 1'-0"@FULL SIZE 099123. PT I PT1 1---� r8 159 - CAREER OFFICE - WEST �J,=1/4,GT@FULL SIZE 099123 PT r r1 164 - CONFERENCE - NORTH EAST r$ 64 - CONFERENCE - SOUTH EAST �J: 11371'17'5 FULL SIZE ��i 114=1-0@FULLSIZE 097200VWC 167 - LARGE FLEX OFFICE - SW 1/4"=1'-0"@FULL SIZE 0' 1" 2• 4" VWC3 170 - OFFICE - NORTH WEST 996.9999 1/4"=1'-0"@FULL SIZE 101100,M6-- 096513.R8--.� F7' 0®FICE - NORTH EAST i� 170 - OFFICE 114"=1'-0"@FULL SIZE f'_•.ED FOR CODE COL1PLUANCE APPROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 092018 PERMIT CENTER r RB1I ADDENDUM 1 - PERMIT REVIEW NUMBER DESCRIPTION 9/1ATE0118 D DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 2-^. TACOMA,",'.. 166 r A 919 9o9, ,: •_,: ia511n91on 9840E 536215599. ".... BLRB Drawing Title: 1ST FLOOR PHASE 3 AREA C INTERIOR ELEVATIONS Date 0.01.2018 Revised Stamp 5932 1 REGISTERED I A��IiECT� AY%T LEE RA MOND FENTON lST STATEOF WASMNGiGN Drawn By H Project N. 16.08 Sheet No. A5.31 U of BLRB ARCHITECTS, P.S. 2 4 6 7 8 A B C 304 - HALL - SOUTH WEST 1r4 1 0 @ FULL SIZE D E F G K POR CODE CCf. ?LIANCE APPROVED JAN 04 201E City of Tukwila BUILDING RECEIVED CITY OF TUKWILA 000 09 2018 PERMIT CENTER 1 ADDENDUM 1 -PERMIT REVIEW 19/17/18 NUMBER DESCRIPTION L DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District '. TACOMA 1250Paiiti4888.. Washicgton98402 ". BLRB 1ST FLOOR PHASE 3 AREA G INTERIOR ELEVATIONS 0.01.2018 5002 ...... I _._ED \ REGISTERED itUYI LEE RA MOND PENTON STATE OF WASHINGTON Drawn 0 Author Project No. 16.08 Sheet No. A5.31E BLRB ARCHITECTS. P.S. 2 3 4 6 7 8 A 0,0,fikwoodmil, 00;00Iro, qa0•00, 0,0 ss°.: \ [41, "lass0 _171_3 095426M6-3-.6_ 096513.R 01011 14.3 1:444.04 %ND 31259192s.% (6-1-, 300 - COMMONS - NORTH WEST F=L...===s 1/4,192[Ig FULL SIZE 7100 300 - COMMONS - NORTH EAST G1 [ F=Ist.631=1 1141.1101@ FULL SIZE 099123 PT—, 0972000090 123600.PL ,4[40[1r,nyttrirowssarsolr.42,X6,744' sErs24,943903,4036066r32331IrsEESA34 393SAL9D4.952049,39023 ItErESASADA.S.33399,39,93 IS1999ASSA*39323933^695A2033 SI93R'69,603 ssigteEks9430444,43394#94A9312Akeissts sASA)39937, NAL 36I" Willp117-11-1117111-7,10 FE ' ' 10-ff Tr0°1' III I ',LILL _ILI, 11 HI 1110 0,11 _,1,1 1°10. 101 sp 6-11 , , \\,./11-000V1r10 01 00i Ettild 11.1110e7: reE, yottoarn • Building lieadeTehtc: You are pow4rfuli, use TO`Sar Buialng truct-yes, you can,, arkd we are here Buildinaprilde and communfitry; Whims sold tail Man Making naconories togCthezl 000. g [11,1111 099613.1163 E•--1,0-0° 450 300 - COMMONS - SOUTH EAST 1=766,6F=19 1/41= IL0.@ FULL SIZE ni pn 1 rws281 1 09651966 099123 PT 096513.126 Ls, PT1 HASS2B1 / gm'a[iiMia inn 300 - COMMONS - EAST D5,2 I=SusaPI=9 = GM@ FULL SIZE 095426.WS 300 - COMMONS EXISTING CURVED WALL - NORTH EAST na—Laisi 8.19@s2'sa3.10=11 = GM@ FULL SIZE PT2 --- omomin 613 rk-4) 300 - COMMONS - SOUTH 1/41.11010 FULL SIZE KEYNOTE LEGEND 055100.59 STAIR STRINGER 074213.MP METAL PANEL 095426.VVS WOOD SYSTEM 096513.136 RESILIENT BASE 097200,VVVC VINYL WALLCOVERING 09912387 PAINT SYSTEM 101100.MBS MARKERBOARD SHEET 123600.PL PLASTIC LAMINATE 099123.PT 09651388 7380-04' CODE CCIs[IPLIANCE APi-ROVED JAN 04 2019 City of Tukwila BUILDING DIVISION INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3 ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED RECEIVED CITY OF TincwiLA OCT 09 ?ZS PERMIT CENTER FLH Pr' 1 F-11A"EN50M 'T:gT7117w 9/37/18 NUMBER1DIP00DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District •["" TACOMA [s..9I05,13Sc0s36' s ".. • Ls. S. • s Ls./ 6:66, 6,666.s:61 1ST FLOOR PHASE 4 AREA F INTERIOR ELEVATIONS D'e 10.01.2018 Stamp 5932 s [ REGISTERED I ARDEITEDT LEE RAYMOND FENTON STATE OF WASHINGTON Drawn By JJH P191501 09 16.08 BLRB ARCHITECTS, PS. 2 3 4 6 7 A B D F 099123PT—,, 095426MS mot iairawassusennam 300 - COMMONS - SOUTH WEST B D-ID,Dr"m7 114, GO. @ FULL SIZE 300A - ENTRY VESTIBULE - NORTH WEST El 1/4, GO" FULL SIZE 099123.PT-,,, - L,11_11 PT1 9021 300A - ENTRY VESTIBULE - NORTH EAST 114, GT@ FULL SIZE 1 Mrs: ;VintemizASS,,,,,kkoti„54$1eN55,rmAkhNhkkiIALk 1DOWHAthatetain3L,81184414krauv4114AN,Lintmout 099,23PT—. VIPMA5arit,115,215WOWW:k AtikkaiD,%,"&410445t2.5OV4 115 'N• 09951366 300 - COMMONS - SOUTH WEST A F.9=F=w9 1/4 -1-0 @ FULL SIZE 099123 PT--„, 099913 Vs1 DD.N1VVD fG AGIVUTIG G.G‘WeGgill*I1 'N'rr'taPtk '”G.'14,4t1i1X4hk:A)V°4"\40,WOW'441.1tLMN4a04\e',"4M0 "N,U,A 300A - ENTRY VESTIBULE - SOUTH EAST >Th 300A - ENTRY VESTIBULE - SOUTH WEST 114, 1G0• @ FULL SIZE 1 10 @ FULL SIZE G ,,300B - REAR VESTIBULE - NORTH WEST 300B - REAR VESTIBULE - NORTH EAST 300B - REAR VESTIBULE - SOUTH EAST 300B - REAR VESTIBULE - SOUTH WEST " @ FmosE#==.9 1PD = 1,0" @ FULL SIZE F4PN9 I/4, GO. @ FULL SIZE 1/4, GOFULL SIZE F=1.4=1:=9 IK•= @ FULL SIZE H K 099123PT-,, TYP 096513.RB-, TYP 300F - COMMUNITY KITCHEN - EAST , F..6=5P.....9 1/4, GO" @ FULL SIZE 1305 - STORAGE - SOUTH K 5.9.a=m 151, D FULL SIZE PT1 TYP RBI I TYP 300F - COMMUNITY KITCHEN - SOUTH F....d.m9 14 .1 0'@ FULL SIZE O337B - PREP AREA - NORTH =5=5= GO" @ FULL SIZE ic 300F - COMMUNITY KITCHEN - WEST 1/4,1•4•@ FULL SIZE }(6) 337B - PREP AREA - EAST 9=9=m9 = 1'.0•'@ FULL SIZE 305 - STORAGE - NORTH WEST @ FULL SDE 337B - PREP AREA - SOUTH 1,9@ FULL SIZE PT1 RB, 305 - STORAGE - EAST J7) 1/41,0•'@ FULL SIZE 337B - PREP AREA - WEST 1/4,51,0@ RILL WE 5DO FOR "CODE COL1PLIANCE APPROVED JAN 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 233 PERMIT CENTER 096426 WS 096513.RD 099123.PT KEYNOTE LEGEND WOOD SYSTEM RESILIENT BASE PAINT SYSTEM INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3 ALL NEW 8, EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED FNUMBER ADDENDUM 1 -1P):TATIPRT7)11W 91DAT: DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB„Don, -•: :„.„:.•' • . „„. ' „ „D'• „ „.• Drawing Title: 1ST FLOOR PHASE 4 AREA F INTERIOR ELEVATIONS 10.01.2018 Stamp 5932 j ) REGISTERED j \ ARCHITEGT I K-10,0 LEE RAYMOND ENTON , STATEOF WaSifiNGIGN i D'"r' BY INITIALS pro/eclNo 16.08 Sheet No, A5.41B of BLRB ARCHITECTS, PG. 9 A B C D E F G H K 202 - BRIDGE - NORTH WEST F = m //4„= TA"@ FULL SIZE IH 202 - BRIDGE - SOUTH EAST D1 0' 1 =2�� 114,1'0"@FULL SIZE " 4„ / - 099123.PT 096513.RB 202 BRIDGE - NORTH EAST F.f 1/4 -.1'0"@FULL SIZE 202 - BRIDGE - SOUTH WEST D2 ri=f =1 1/4" 1•-0"Q FULL SIZE 099113.PT REPAINT ALUM. STOREFRONT FRAMING 099113.PT REPAINT ALUM. STOREFRONT FRAMING u i.:D FO R CODE CCi.i; LIANCE APFROVED JAN 04 2913 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 29A PERMIT CENTER 096513.RH 099113.PT 099123.PT KEYNOTE LEGEND RESILIENT BASE PAINT SYSTEM PAINT SYSTEM INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED ER ADDENDUM 1- PERMIDESCRT IPTIONREVIEW 9/17/16 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB arc Drawing Title: 2ND FLOOR PHASE 4 AREA F INTERIOR ELEVATIONS BLRB ARCHITECTS, P.S. 2 4 6 7 A B 099123.PT—, 096513.R8—� \ 81 114 CORRIDOR - EAST C ImIusory 114"=1'A"@FULL SIZE 099123.PT—\ C 096513.RB—, D E K I.PT1 114 - CORRIDOR - NORTH F `-10' 1" 2" 4.4m-94 1/4"-1'-0"@FULL SIZE 114 - CORRIDOR - SOUTH WEST _@ FULL SIZE 114 - SOUTH WALL AT STAIRS L.)77..794-„ 1/4"= 1'-0 @FULL SIZE --- C STAIRWELL _1o@SOUTH FULL SIZE 1/4 09912E PTA 096513.RB 114 - CORRIDOR - SOUTH E ®""'49 1/4 1 0'@ FULL SIZE 0991 1011 0965 114 - WEST WALL AT STAIRS 1l41=1'-0"@FULL SIZE 099123.PT' PT1I 096513.RB— u CE 114 - CORRIDOR - NORTH G C3 1/4"=1-0" @ FULL SIZE PT1 -- \ rR81� f'a C4 114 - CORRIDOR - EAST D 1/4"=10"@FULL SIZE 4 - CORRIDOR - NORTH EAST 1/4"=1'Hr @ FULL SIZE 099123,PT---.@ 096513 RB—� 14 - CORRIDOR - SOUTH F == 1/4"=1'-011@FULL SIZE `PT1 (PT4I rPT1{ \ RB1 ---- -- 099123 PT------ 096513.RB 8 114 - CORRIDOR - SOUTH EAST I 114 - CORRIDOR -WESTC ;C7,- FIF[1@e=Fm[9 1/4"=1'0"@FULL SIZE 1/4" 1'-0"@FULL SIZE 099123.PT — 096513.12B 4 VI 1I" � II I 114 - CORRIDOR - WEST B E3 1 S ® - 114'=1'�0"@FULL SIZE [PT11— -J PT4I 0.MBSo 13.RB- / _ P 5 115 - HALLWAY - NORTH A G3 ®tea 1/4" =1' 0 @FULL SIZE (k-2 STAIRWELL 1 - WEST ®`7"''4.. 04"=1'-0'@ FULL SIZE 0.1,' 2., 099123.PT--w„. 062023.HLT-- J PT2I 09651E RB 114 - DISPLAY WALL - SOUTH WEST I11.1.6arPF=II1/4°=110"@FULL SIZE 099123.PT G5 115 - HALLWAY - NORTH B 114"=1'-0" 0 FULL SIZE r 099123.PT 062023.HLT,‘ 096513.R8 J4 115 - HALLWAY - SOUTH A 11M1"=1'-0"®FULL SIZE 099123.PT—, 096513.RB—� G6 115 - HALLWAY - EAST C6-6; 1 1/4"=1'-0"@FULL SIZE [111P-T41 TPTi J PT1I 099123 PT 096513.RB LR81 J6 115 - HALLWAY - SOUTH B =1-0" @ FULL SIZE 101100.MBS PTl1 PT1I 'RBI KEYNOTE LEGEND 033000.0 062023.HLT HARDWOOD LUMBER TRIM 095426.WO WOOD SYSTEM 096513AB RESILIENT BASE 099123PT PAINT SYSTEM 101100.MBS MARKERBOARD SHEET -!-:D-0, CODE CCIPLIANCE AP"4RJVED J N0'421i9 City of Tukwila UILD:NG DIVISION } I � i 096513.RB 115 - HALLWAY - WEST K3 sera 1/4"=1'-0" @FULL SIZE RECEIVED CITY OF TUKWILA OCT 09 213 PERMIT CENTER INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS LINO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED A PT,J I R61 NUMBER ADDENDUM 1 DESCRIPTION W 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA Drawing Title: 1ST FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS Date 0.01.2018 Stamp 5932 REGISTERED `�'J;+'✓/I I1� ' ARCHl060S IL LEE RAMONDFENION STATEOFWASHINGTON Drawn By 3H Project No 16.08 Sheet No. BLRB ARCHITECTS. P.S. 6 7 8 099123. PT—, A TWA 096513.RB—, TYP B C D E G H K 122 LEARNING DSTUDIO - NORTH 4" PT4',, D1 123 LEARNING COMMONS - NORTH A 1/4"= MU'@FULL SIZE Au_r =ia 114"=1'-0°@FULL SIZE J r r 123A - STAFF/TEAM OFFICE - NORTH 114"=1'A"©FULL SIZE G1 123B - SMALL GROUP - SOUTH �r "' 1/4"=1'0§ FULL SEE 099123 PT. 096513.RB---- PT4 -H PT1 TYP RBRI TYP 122 - LEARNING STUDIO - EAST Palusu4=9l4=1-0"@FULL SIZE I PT4I--- TYP 099123.PT 101100 MBS--- 096513.RB.-- TYP 097200.V WC ---- \ W - VC4 122 - LEARNING STUDIO - SOUTH I'z'1-.' •• 1/4'=1'0"@FULLSGE S1 y J/ D2 123 - LEARNING COMMONS -NORTH B ( 123 - LEARNING COMMONS - EAST 0' 1 2" ==©4" 1l4"= TO" @FULL SIZE 099123.PT E2) 1 STAFF/TEAM OFFICE - EAST ��.. es;3MM.10'@FULL SIZE 123B - SMALL GROUP - WEST �s 1/4"=1'-0"@FULL SIZE TYA TYP E3 STAFF/TEAM OFFICE - SOUTH A i ® i V4"=P-0"®FULL SIZE ---� PT1 TYP __—{RB11 TYP PT4I TYP PT4I TYP 123 - LEARNING COMMONS - SOUTH A 123 - LEARNING COMMONS - SOUTH B ... ,.. 1/4°=1'-P'@FUDGE 14"=1'A"@FULL SIZE r 122 LEARN ING STUDIO - WEST i 1/4,i'-0"@ FULL SIZE 77 51 123A - STAFF/TEAM OFFICE - WEST -0"@FULL SIZE 123E - SMALL GROUP - NORTH \-7r "`"'® ""i l/4"=r-0"@FULL SIZE rm 123B SMALL GROUP - EAST CD FOB CODE CC;,:i'LIANOE APPROVED JAI! 04 2019 City of Tukwila BILGING DIVISION RECEIVED CITY OF TUKWILA OCT 092013 PERMIT CENTER KEYNOTE LEGEND 096513RB RESILIENT BASE 097200VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100MBS MARKERBOARD SHEET INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION, 2 ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ',ADDENDUMI- PERMIT REVIEW 9/ NUMBER', DESCRIPTION 17/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS BLRB ARCHITECTS, P.S. D2 123 - LEARNING COMMONS -NORTH B ( 123 - LEARNING COMMONS - EAST 0' 1 2" ==©4" 1l4"= TO" @FULL SIZE 099123.PT E2) 1 STAFF/TEAM OFFICE - EAST ��.. es;3MM.10'@FULL SIZE 123B - SMALL GROUP - WEST �s 1/4"=1'-0"@FULL SIZE TYA TYP E3 STAFF/TEAM OFFICE - SOUTH A i ® i V4"=P-0"®FULL SIZE ---� PT1 TYP __—{RB11 TYP PT4I TYP PT4I TYP 123 - LEARNING COMMONS - SOUTH A 123 - LEARNING COMMONS - SOUTH B ... ,.. 1/4°=1'-P'@FUDGE 14"=1'A"@FULL SIZE r 122 LEARN ING STUDIO - WEST i 1/4,i'-0"@ FULL SIZE 77 51 123A - STAFF/TEAM OFFICE - WEST -0"@FULL SIZE 123E - SMALL GROUP - NORTH \-7r "`"'® ""i l/4"=r-0"@FULL SIZE rm 123B SMALL GROUP - EAST CD FOB CODE CC;,:i'LIANOE APPROVED JAI! 04 2019 City of Tukwila BILGING DIVISION RECEIVED CITY OF TUKWILA OCT 092013 PERMIT CENTER KEYNOTE LEGEND 096513RB RESILIENT BASE 097200VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100MBS MARKERBOARD SHEET INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION, 2 ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ',ADDENDUMI- PERMIT REVIEW 9/ NUMBER', DESCRIPTION 17/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS BLRB ARCHITECTS, P.S. A EPTI TYP B RB1 TYP C 099123.EPT TYP D 096513.RB-- TYP F G H K 310 - MEN'S TEAM2 ROOM 1/4 NORTH A E 310 - MEN'S TEAM ROOM - WEST `l P' - ® "" IA" =1'-0°@FULL SIZE OPEN TO BEYOND 311 - WOMEN'S TEAM ROOM - SOUTH A F=6.F===9 1/4"= 1'-0"@FULL SIZE --_. 099123.PT TYP 082023.MDF TYP 096513.RB ri 312A - STORAGE - EAST ice® 1/4"-1'ar @FULL SIZE TYP 099123.EPT TYP 096513.RB TYP 099123.EPT' TYP 096513.RB—, TYP (C EPT1J 310 - MEN'S TEAM ROOM - NORTH B o 14"=r-0"@FULL SIZE TYP RBI TYP 61'WW•,i1$N4i01 N+.`}il�.. S'tt:1C.,fk.,„.,'ivtl{iN4"4ti'4;.T.FU 4e.{vr`Se#w1§x'riJ""L1VYM12f�.a,1.,`.'Xs`".+SiWkIUA' $N11:Y'+i\` .Tl,{UY'p„S":?iSR W"F`i`F"r`.'vi�';,5�"a8; II _ F '. rt{{_ lL 1 I (61 310 - MEN'S TEAM ROO C4 : =(a=9 1r4'=1'-0/ @FULL SIZE 311 - WOMEN'S TEAM ROOM - NORTH A 1/4"=1'6" @FULL SIZE 8 1 EPTI TYP RB1 TYP 311 - WOMEN'S TEAM ROOM - SOUTH B G2' 1/4"-1.2 /0 FULLSIZE EAST OPEN TO BEYOND 311 WOMEN'S TEAM ROOM - NORTH B E5)- - r 1/4"=1=0" @FULL SIZE 311 - WOMEN'S TEAM ROOM - WEST 14"=1'-0" @ FULL SIZE 1312A- STORAGE -SOUTH i ram 1/4,1.0' @FULL SIZE PT1 TYP MDF1 TYP (RB1-I TYP 312A - STORAGE - WEST `5 1/4"= tar@FULL SIZE 062023.MDF EPTI R01 LPT1 310 - MEN'S TEAM ROOM - SOUTH A v,J�F=F.F9 1r4"=1-0"@FULL SIZE -7 Ill i' 31 1 5+I I (EJ 311 - WOMEN'S TEAM ROOM - EAST 114"=1'-0"@FULL SIZE Z`2ELF«:rnll:t`TA;:iigOiT,iVIEF,hi "," N,LLLLut .'5. OPEN TO BEYOND 310 - MEN'S TEAM ROOM - SOUTH B 1/4°=1'-0"@FULL SIZE 1312A- STORAGE -NORTH 1/4"=1/0" @FULL SIZE C6 312 - AUXILLARY GYM - WEST B J1/4 31 0"@FULLSIZE CODE CC3,1 LIANCE APHLZOVED JAN 04 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 092f;0 PERMIT CENTER KEYNOTE LEGEND 062023.MDF 096511RB RESILIENT BASE 099123.EPT EPDXY PAINT 099123. PT PAINT SYSTEM INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED MDFSI 1 ADDENDUMI-PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ; .TACOMA • 07 f 4ve Suite 700 "8162 88 98402 ' 0802 5599 BLRB.com 1ST FLOOR PHASE 5 AREA J INTERIOR ELEVATIONS Date 0.01.2018 Revised Stamp 932 REGISTERED ARCHITECT., �?OLV' LEE—, MOND FENT-ItONON STATEOFWASHINGTON Drawn BY: Author Project No. 16.0E Sheet No. A5.51C o1 BLRB ARCHITECTS, P.S. — PAINTED DETAIL A TYP 096513.RBV--, TYP IRBVII TYP 096513.RB TYP R91J TYP 312 - AUXILLARY GYM - NORTH 1/4"=1'.0@FULLSIZE i312 - AUXILLARY GYM - EAST [PT,I ctz4d ila" 1'A"@ FULL SIZE fk D5` 312 - AUXILLARY GYM - SOUTH 1/4'-1'-0"@ FULL SIZE 11111)51, 88 312 - AUXILLARY GYM - WEST A Lswv^� 1/4 -1-0 @ FULL SIZE PI RBV1 099123.PT 096513.RBV 099123 PT PT1I COGc CC;,;; LIANCE AN -ROVED JAN 04 1O13 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2 - PERMIT CENTER 096513.RB 096513.RBV 099123.PT KEYNOTE LEGEND RESILIENT BASE RESILIENT BASE- VENTED PAINT SYSTEM INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED NUMBER ADDENDUM 1 - PERMIT REVIEW _ 9lTE DESCRIPTION � DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA it50P dick 0 4Ie100 Wuhi 91460402 1ST FLOOR PHASE 5 AREA J INTERIOR ELEVATIONS 0.01.2018 Stamp 5932 I I ARCHITERT CT 1 }LEI 00OPENT N ILST TE OF D .TON $iAT[ OF wAS------ N Dawn By Author Project No. 16.08 BLRB ARCHITECTS, P.S. 2 4 6 7 A B C D E 81205 - CORRIDOR - NORTH A 1/4,1'-0"@ FULL SIZE „El) 205 - CORRIDOR - SOUTH A ®'""`°'1 1/4"=1'-0`@FULL SIZE 1205 - CORRIDOR - EAST A = i 1/4"=1'0"@FULL SIZE R81 F—�--- F ------ 096513.R6 - CORRIDOR �/ ..... .. 1/4'- 1'-0"@FULL SIZE G K 099123 PT--, 096513.R8 PT1 j-- i 205A - HALLWAY - SOUTH IR81I 1/4"=1'-0" @ FULL SIZE 248 - HALLWAY - EAST ® 1/4"=1'-0"@FULL SIZE K1 223 - LEARNING COMMONS - SOUTH A 1/4"=1-0" @ FULL SIZE 1/4, 2.0@FULL SIZE 0' 1" 2' 4" R81I 248 - HALLWAY - SOUTH FEIEELE.FIFFIFFIII 1/4"=1'L0"@FULL SIZE 93 205A - HALLWAY - WEST 1/4=1'0"@FULL SIZE 099123.PT---. TYP TYP TYP RBI 223 - LEARNING COMMONS - NORTH A ® I 1l4"=1'-0"@FULL SIZE 223 LEARNING COMMONS - SOUTH B �� 223A STAFF/TEAM OFFICE - NORTH tl4"=1,0"@FULL 612E 101100.MBS- M651I PT1 099123.PT 096513.RB 6 248 - HALLWAY - NORTH �J 1/4,14'@,FULw 65 1PT1 � 097200-VWC \ 099123.PT 1L-1223 - LEARNING COMMONS - NORTH B Frnisami=91/4"= T-0"@ FULL SIZE ._..._._. 099123.PT-\ TYP PT1 TYP 096513.R8---, �.....I881 TYP TYP 099123. 096513. 101100-MBS— 096513.RB 097200 V WC 099123.PT 101100.MBS KEYNOTE LEGEND RESILIENT BASE VINYL WALLCOVERING PAINT SYSTEM MARKERBOARD SHEET INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMIGLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED T—, L — i i 9 205A - HALLWAY - NORTH ® : 24`= 1'-0"@FULL SIZE MBS1 1VWC5I OPENTO ,BEY ND 096513.R8—� 1223 - LEARNING COMMONS - EAST 1/4, 1'-0"@ FULL SIZE �� i 223A - STAFF/TEAM OFFICE - EAST 5 STAFF/TEAM OFFICE - SOUTH 1!4 T-0"@FULL SIZE-- ® 9 1/4"=1'-0"@ FULL SIZE R8 F. ^..J F0i7 L04E CC3_.i'LIANGE AFti4 OVER JAr 042919 Citybf Tukwila BUILD: DIVISION 44 223A - STAFF/TEAM OFg ® i 1/4, 1'-0"@ FULL SIZE A OCT 09 292 PERMIT CENTER RBI 1 ADDENDUM 1- PERMIT REVIEW NUMBER; DESCRIPTION 9/17/18 I DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 22,02 53.6273599 Drawing Title: 2ND FLOOR PHASE 5 AREA C INTERIOR ELEVATIONS 5932 REGISTERED ARCR0052 i LEE RAYMOND FLENTON STATE OF WAS6IN9TDN BLRB ARCHITECTS, P.S. 4 6 7 9 A 1223B - SMALL GROUP - NORTH B B� ® 114"= 1'-0"@FULL SIZE 099123.PT—N, C 096513.RB-' D 102800.LSD 102800 TD 099123.PT--„, TYP 006513.R6-- TYP TYP RB1 TYP 223B - SMALL GROUP - EAST 1/4"=ILO" @ FULL SIZE 227 LEARNING STUDIO - SOUTH LLSIZE 114 -10"@FULLSIZE 099123.PO--� TYP 123600.PL---� TYP 097200.VWC---. TYP 123600.PL TYP ANGLED PT1 TYP 1 RB11 TYP ♦ � 1 B E1 244 - CTE / APPLIED LEARNING - EAST 1l4"=1-P@FULL SIZE 099123.P13-,, TYP 096513 RB--,, TYP 099123PT 096513.RB 6 TYP R611 TYP �1244A - OFFICE - NORTH ® 1/4"=1'"0"@FULL SIZE 096513.RB---/ s G2 244A - OFFICE - EAST 114"=1'-0 @FULLSIZE Hid 245 - LEARNING STUDIO - SOUTH ® " 1/4"=1-0"@FULL SIZE :)t 247 - OFFICE - WEST i i/4"=1-0"@FULL SIZE PT l R811 83� GROUP - SOUTH r u . PP' =1'-0"@FULL SIZE -------- 223B - SMALL GROUP - WEST (84y- ,..... il4"=i30"@FULL SIZE f. O ANGLED C3 227 - LEARNING STUDIO - WEST - - 1/4"=1'-0"@FULL SIZE TYP PL1) TYP VWC2 TYP PL6 TYP PL1 TYP RBl/ TYP /-- 099123.PT 123600.PL TYP ol‘i 096513. RBA---- R61- 1 C_ 227 - LEARNING STUDIO - NORTH ® 1/4,1'-0"@FULL SIZE -096513.R8 TYP C244 -CTE AP \4 - 6PLIED LEARNING - NORTH 5 "@ FULL SIZE 1 ,F� 41��/ JI i to fF II i� %E-3 244 - CTE / APPLIED LEARNING - SOUTH 1/4 -1-0 @FULLSIZE 244A - OFFICE - SOUTH lam'"" 114"= i'-0"@FULL SIZE I(--ity 244A - OFFICE - WEST . 2" 4 1/4"=1'-0"@FULL SIZE 0 245 - LEARNING STUDIO - WEST il4"=1'-0"@FULL SIZE 244 - CTE / APPLIED LEARNING - WEST `J �, 114"=1'-0"@FULL 311E (7.3-j3, 245 - LEARNING STUDIO - NORTH ® 1/4"=1'.0"@FULL SIZE 099123.PT---, TYP 096513_R8 TYP 099123.PT — 123600 P�� %..--........_1 PLI (...............\ Bs227 - 233y-- EARNING STUDIO - EAST f es:a� 1(4"=i'-0"@FULL SIZE 096513.R6.... —' J247 OFFICE - NORTH l 247 - OFFICE - EAST "'"fi'"'� i/4"=1'-0"@FULL SIZE \} ®�'"i 1/4"= 1'-0"@FULL SIZE 4" (G-.124_5 - LEARNING STUDIO - EAST `J l/4"=1'-0'@FULLSIZE /-1 PTi TYP R811 TYP H7,2, 47 OFFICE - SOUTH \ ® 1I4"=1'A"@FULLSIZE coDECc 'LIANCE APiiROVED J09 04 2913 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 009 0 9 2918 PERMIT CENTER KEYNOTE LEGEND 096513,R6 RESILIENT BASE 097200.VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100.MB MARKERBOARO 102800.LSD LIQUID SOAP DISPENSER 102800.TD TOWEL DISPENSER (TYPE) 123600,PL PLASTIC LAMINATE INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. GALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED RBII t ADDENDUMI- PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 2ND FLOOR PHASE 5 AREA C INTERIOR ELEVATIONS 5932 I I REGISTERED L 1 ARC ITEGT 1 LEERENTON MOND E RGc4 LEE TE FWAS 9crou BLRB ARCHITECTS, P.S. 2 3 4 5 6 I 7 A 099123.PT- 099123.PT . -----i PT21 PT7I 096513,R8 \-1RB1I B B 205 - CORRIDOR - NORTH B \_. D.92.=1 114'=1-0 @FULL SIZE C 099123.PT— K 096513.R8 205 CORRIDOR - NORTH C = 1/4 -1.0 @FULL SIZE TYP 096513. RH—, TYP 205 - CORRIDOR - NORTH EAST l/4"=1' 0' @FULL SIZE TYP TYP {PT1 / 0205 - CORRIDOR - SOUTH EAST Frni=2F......1/4'=1101@ FULL SIZE E205 - CORRIDOR - EAST B 1 —._-ss. .. 1/4"=11(2@FULL SIZE H1 205 - CORRIDOR - WEST B 1/4" 10°@ FULL SIZE 099123.PT- 099123,PT I'1 204 - HALLWAY - EAST '41= 1'/2 @ FULL SIZE 0' 1' 2 IPT1I PT4 PT1 - m 204 - HALLWAY - SOUTH A 1/4'=110"@FULL SIZE PT1I >r , I 096513.RB— �1 204 - HALLWAY - WEST K� i® : 1/4•=1•-0"@FULL SIZE - �� 205 - CORRIDOR - EAST C 1/4"=1'-0"@ FULL SIZE PT1I 205 - CORRIDOR - SOUTH C E6L o t,. .va'=ra"@FULL SIZE 099123.PT 096513.RB---L -.- 204 -HALLWAY-NORTHA PT1 va'=rm°@FULL SIZE RB1I 099123.PT 096513.R8 � 205 - CORRI DOR WEST �� F 1/4"=1'-0"@FULLSIZE 099123. PT--, 096513.RB— ' IRBi1 205 - CORRIDOR - SOUTH B ............ 1/4"=r.01@ FULL SIZE E7 205 - CORRIDOR - WEST C 1/41=1'-0"@ FULL SIZE f 1 4 204 - HALLWAY - NORTH B 114-1.0@FULL SIZE /_rPT4I i —20 �6 204 - HALLWAY - SOUTH B � ® 1/4"=1'-0"@ FULL SIZE PT1 COO CCi "I -LANCE AFFROVED JALIN 04 2510 City of Tukwila GILDING DIVISION CITY OF TUKWILA OCT 0 9 2,1 PERMIT CENTER PT1 lE STAIRWELL 1@ FULL z NORTH WEST 0 KEYNOTE LEGEND 096513.R8 RESILIENT BASE 099123.PT PAINT SYSTEM INTERIOR ELEVATION NOTES 1. ELECTRICAL PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3. ALL NEW & EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED j 1 (ADDENDUM i- PERMIT REVIEW 9/17/18 NUMBER I DESCRIPTION DATE__ DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 2ND FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS 5932 REGISTERED ' AR / E00 LEE RAYMOND�01. STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 099123.PT - A 096513.R9 B 097200 VWC i 61 200 - LIBRARY - NORTH ""Oixaar'`'�. il4 iTY@FULLSIZE 101100.MBS--, 099123.PT---E CJ96513.RB—. E F I HLTI - --- � tPT2� 1 ` / I \ IEEE r�- 'II II_ /81200 LIBRARY - NORTH EAST :-1/4"e1'A"@FULLSI2E d id Q. ... _ ... ._ _ _________ - __Itl_ `__.__ _...._.__ ......-,._-- __._._ _.. _.. IEEE_.—( _..__ 096513 RB-----s 200 - LIBRARY - SOUTH EAST :tea 1/4"=1'-0"@FULL SIZE i � 1 P P I 200 - LIBRARY__ - WEST 1/4"=1-0"@FULL SIZE �\�200B - OFFICE - NORTH FI 1/4"=1'A"@FULL SIZE 099123.PT--� G 101100.MB— 096513.R8 H K H1 200C - OFFICE - NORTH Hi 1/4'=1-0'@FULLSIZE PT1 TYP RB1I 200B - OFFICE - EAST : ® ' 1/4"=1'0"@FULL SIZE JH2 200C - OFFICE - EAST (B®`B""='' 1/4 1•-0°@FULL SIZE 0 1' 2" 4" n/ 200D - LIBRARY WORK ROOM - EAST P ``'ram° 1/4"=1'' 0'@FULL SIZE 097200.VW K1 %1/4'=1'A"@FULLSI2E 201 - CAREER CENTER - NORTH EAST 097200.VWC--, 096513.RB--- 099123E PT TYP 096513.RB TYP TYP —IRB1I TYP 200B - OFFICE - SOUTH F3 F 114, 1KB@FULLSIZE PT RB1� H 200C - OFFICE - SOUTH 1/4"=1'-0'@FULL SIZE RB1 F4 200B - OFFICE - WEST 114 f' 0"@FULLSIZE 1 0' " 2 4" 200C - OFFICE - WEST 1/4"=1'0"@FULL SIZE ---099123.PT 096513E RB /........ PT] 097200 V WC 123600.SSM OPEN T0 BEYOND 099123.PT 096513.RB B7 200 - LIBRARY - SOUTH WEST ® 1 V4"=1-0"@FULL SIZE 099123.PT� IN El 096513.R6-----' r— 200 LIBRARY - SOUTH - 1-- -- � ® 114 -1-0 @FULLSI2E 4'- 21/4" SS 096513.RB nu LJ 200 - LIBRARY CIRCULATION DESK - NORTH EAST E5 1 m V4'=1'-0"@ FULL SIZE j 661 I1rr1 _ 1 III KEYNOTE LEGEND 062023.HLT HARDWOOD LUMBER TRIM 096513.RB RESILIENT BASE 097200.VWC VINYL WALLCOVERING 099123.PT PAINT SYSTEM 101100.MB MARKERBOARD 101100MBS MARKERBOARD SHEET 123600.PL PLASTIC LAMINATE 123600.SSM SOLID SURFACING MATERIAL 200 - LIBRARY CIRCULATION DESK - NORTH WEST -m '-0"@FULL SIZE 123600.SSM 111i1��ll�� 062023.HLT —I HLT1 I 200 - LIBRARY CIRCULATION DESK - SOUTH EAST 200 - LIBRARY CIRCULATION DESK - SOUTH WEST 1;4"=1'.0"@FULLSIZE .......... ......_... ..... __." �F71__ _ .,. ��/ `'"': 1l4"=1'�0"@FULLSI2E 099123.PT---� 096513.RB ` _.. 200D - LIBRARY WORK ROOM - NORTH H6 —'. FULL SIZE (---\ 200D - LIBRARY WORK ROOM - SOUTH LIBRARY WORK ROOM - WEST J3 14'-r-9'@FULL SIZE J5 200D 14-14'@ruu slzE 201 - CAREER CENTER - SOUTH EAST MKS Fm7 9 1/4'=1'-0"@FULL SIZE C> 201 - CAREER CENTER - SOUTH WEST 0.1• 2,• aim4' 1/4"=1'KB@FULL SIZE 09T200.VWC 096513.RB K6 201B - OFFICE - NORTH -SIZ i ® 1)4"=1'A"@FULLSI2E IPT1I 099123.PT TYP 096513.R9� TYP PTi RECEIVED CITY OF TUKWILA OCT 09 2053 PERMIT CENTER 013 J7201 - CAREER CENTER - NORTH WE ^ 4"®,• 1/4, 1'LO@FULL SIZE City Tukwila BULGING DIVISION I ANGLED KJ 201 B - OFFICE EAST PT1I TYP R81I TYP ANGLED K1201 B - OFFICE - WEST ® 1/4'= 1'-0"@FULL SIZE INTERIOR ELEVATION NOTES 1. ELECTRICAL. PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2. ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UNO. 3 ALL NEW 6 EXISTING HOLLOW METAL DOOR FRAMES TO BE PAINTED 1 ADDENDUMI- PERMITREVIEW 911/16 I NUMBER i DESCRIPTION � DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250 Pacific/we. '':' Suite 00 83.023114 BLRB.corn'' Draw ng Title: 2ND FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS 0.01.2018 Revised: REGISTERED A l2(14801691112 A'L k IG01 LEE RyMOND BENTON I STATE OF WASHINGTON Drawn 8 Author Project No. 16.08 4' BLAB ARCHITECTS, P.S. 2 3 4 5 6 7 9 A B 099123 PT 06651388 prmi 218 - LEARNING STUDIO - NORTH F...1=F=.9 1/4 =1,0"@ FULL SIZE TYP PT4I 481 TYP PT1 PT4 096513 RB 218 - LEARNING STUDIO - EAST F29====1 114 21 0 @ FULL SIZE L P_T t 101100.MBS-- 097200,0101C 096513 RB PT11 FP- 61 123600.PL 886 4-4 218 - LEARNING STUDIO - SOUTH ;7-794 14 21.0 ©FULL SIZE --., - 1 -. . i .., ... 219 - LEARNING COMMONS - NORTH A 219 - LEARNING COMMONS - NORTH B 2 9 - LEARNING COMMONS - EAST =1,0''@ FULL SIZE 1==zi=9 1/4,1'.CP @FULL SIZE 03 4=Pmti===1 1/4, 1'.0" © FULL SIZE (E.;-n 219A - SMALL GROUP - NORTH 7@ FULL SIZE 099123.PT—,, fr 219A- SMALL GROUP - EAST 14 -1' D @ FULL SIZE PT1, 881 1E3 219A - SMALL GROUP - SOUTH P.9=4=9 14-8015=0005120 IPT41 RB1 I PTa OpEN TO BEYOND 219 - LEARNING COMMONS - SOUTH A 06 769 7, 41/4 -1.0 © FULL SP 0,rE 219A - SMALL GROUP - WEST F=6.---9 1/4 -1-0 @ FULL SIZE PT4 099123 PT 096513.R 37) 218 - LEARNING STUDIO - WEST FULL SIZE OPEN BEYOND ( 6 219 - LEARNING COMMONS - SOUTH B 0====9 1/4.=t-04FULL SIZE FOR CODE CCLIANCE AFFROVED JAN 04 2012 City of Tukwila BUILCiNG DIVISION RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER 09855386 0972000160 099123.PT 101100.MBS 123600.PL KEYNOTE LEGEND RESILIENT BASE VINYL WALLCOVERING PAINT SYSTEM MARKERBOARD SHEET PLASTIC LAMINATE PT11 INTERIOR ELEVATION NOTES 1. ELECTRICAL, PLUMBING AND MECHANICAL DEVICES SHOWN FOR REFERENCE ONLY. SEE DRAWINGS FOR MORE INFORMATION. 2, ALL EXISTING EXPOSED STEEL STRUCTURE TO BE PAINTED PT2 SEMI -GLOSS UN°. 3. ALL NEW & EXISTING HOLLOVV METAL DOOR FRAMES TO BE PAINTED IBER ADDENDUM 1 -IPDZIRIP REV NUN 9/17716 0070 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 2ND FLOOR PHASE 5 AREA D INTERIOR ELEVATIONS Stamp 5932 I REGISTERED ARCHITED. \l'al,411075t, LEE,. 1POND PENTON sTATEDE meHNOTON BLRB ARCHITECTS, P.S. • 1> ;C21 2 (C4' C5 C6) iC7i 4 6 7 8 9 12 A B AE C (AF) (AG)— \ <4 E (AL) G H K 07950OAJS—,,,, MD- 079500AJS-- (A2 ., -079500.AJS - 4< A_4 ;D`' \4 �B2.2 LI ` 079500AJS / / OPE9AIR COUIOT\YARD / \ / / I L ) 2-079500.SFB 4 ) '2 I ) AI 1 11/P-EN1K3VABOVE B8) 079500AJ5-22 212 (B10) (B11) J1D1,1 (D22 �D3) 1 J4 (B12) 079500AJS,_22__2_22----2--' 2/ B2 B3.13.3 )B13) B5) % A) BB) OPENTO ABOVE " \ (BC) B14' 1315) B16) !B17) B5.4 \_l ALENRATE BID WORK/A0.89, (B19) 2 (B20) REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE 095113 ACT -ACOUSTIC CEILING TILE 24" X 24" 095113 ACT - ACOUSTIC CEILING TILE 24"X 48" 095113.ACT -ACOUSTIC CEILING TILE 24" X 72" 095113.ACT -ACOUSTIC CEILING TILE 48" X 72" 095428 WGC - WOOD GRILLE CEILING 092900 GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPTI, U.N 0 EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINTPT1, U.N.O. C KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM 079500 SFS SEISMIC FIRE BARRIER (DO FOR CO -DE Cf222. LANCE API -ROVED J;IJ 04 2919 City of Tukwila BUILCING DIVISION B J CITY OF TUKY ILA OCT 0 9 2013 ------ ---PERMIT-CENTER FIRST FLOOR KEY 1 ADDENDUM 1 . PERMIT REVIEW I _9/17/18 1, NUMBER 1, DESCRIPTION ) DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 12250 Palk 0 5. Suite 200 Washington 8402 253.6215592 BLR3.cAm REFERENCE CEILING PLAN 1ST FLOOR Date 10.01.2018 Revoe0 Stamp 5932 REGISTERED ARCELECT LEE RA MOND FENTON STATE 02 WASHINGTON / Project No. 16.08 Sheet No. A6.01 )K� 1ST FLOOR REFERENCE CEILINGN 26.4=1 1/15°sr-0'§ FULL SIZE BLRB ARCHITECTS, P.S. AB -- (AD) — (AG) A l 079500AJS 079500.SFBJ 079500.SFB, rA13% f 2ND FLOOR REFERENCE CEILING PLAN SIZE 2 ;C4J (C5' (C62' 3 C8) D1 ) 4 D2) IB12 (D D41 (B4) D5) 079500 AJS 11313) 1314) (B15) (B 16) SBA 6 BB (Bc) B5.4 (BD- (B17) (B18) 7 IB1-91 \ (B20) REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113ACT- ACOUSTIC CEILING TILE 24" X 24" 095113 ACT -ACOUSTIC CEILING TILE 24" X 48" 095113 ACT - ACOUSTIC CEILING TILE 24"X 72" 095113ACT -ACOUSTIC CEILING TILE 48" X 72" 095428 WGC - WOOD GRILLE CEILING 092900 GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPTI, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N O. KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM 079500 SFB SEISMIC FIRE BARRIER PHASE 1 AREA A PHASE 1 AREA 8 SECOND FLOOR KEYPLAN hO2 COOL' CODU,'LIANCE AP#i8OVsD JEAN 04 2a13 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER 1 )ADDENDUM 1- PERMIT REVIEW 9117118 NUMBER I DESCRIPTION LATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pazif1Av. Sui/e200 Washin91on9 402 253.627.5599 ' BLRB.com Drawing TI le, REFERENCE CEILING PLAN - 2ND FLOOR 0.01.2018 Stamp 5932 l FF REGISTERED , ,LEERA MONDiFENTON "l rATe OFIrSHINCTON Urzw"By. Author Sheet No. A6.02 BLRB ARCHITECTS, P.S. 2 3 4 6 8 A B IAA) D E ABA LAC) ADL G AEA U H K Al OPEN TO STRUCTURE 079500AJS—' her )A2) NUNN H141ST FLOOR PHASE 1 - AREA A CEILING PLAN ' 1/8"=1'-9"@FULL SIZE 2 ■ 079500 AJS 079500 AJS 9 2'I I ACT3jiIi WwWwWWwwWwwWWWWWW..Wasasse.WwWWWWW.WWW411WWwwwwwwwwwwWc m 079500.AJS- 1 C5 C6 A6 A7) KEYNOTE LEGEND 079500AJS ARCHITECTURAL JOINT SYSTEM OPEN TO ABOVE " \c8 7 ROOM LEGEND- PHASE I- 1ST FLOOR CORRIDOR A ENTRY/VESTIBULE 6B VESTIBULE C (STORAGE 6D 116E 117 [CORRIDOR 117A VESTIBULE 118----------I, CORRIDOR 119 __I CORRIDOR 130 'LEARNING STUDIO 131 I LEARINING STUDIO 132 I LEARNING STUDIO 133 I LEARNING STUDIO 134 'LEARNING STUDIO 135 LEARNING STUDIO 136 CTE / APPLIED LEARNING LAB 137 SCIENCE STUDIO 137SMALL GROUP 1378 SCIENCE PREP 138 SCIENCE STUDIO 139 I LEARNING STUDIO 141 (WOMEN 142 IELEC 143 ;MEN 144 ITOILET ST6 STAIRSS STAIRS .44 D1) REFLECTED CEILING FINISH SCHEDULE KEYNOTE MARK DESCRIPTION MANUFACTURER I PRODUCT INFORMATION 095113ACT 1ACT1 095113ACT iACT2 095113A07 iACT3 095113 ACT IACT4 095113ACT IACT5 099123. EPT EPT1 Acoustic ceiling life, 2x2 Acoustic ceiling tile, 2x4 Acousac ceiling tile; 2x4 Acoustic ceiling ale, cloud Acoustic ceiling tile, cloud Epoxy Paint Armstrong Armstrong Armstrong Armstrong Armstrong Sherwin to 123600.PC EXIST Acoustic ceiling match 099123.PT PT1 099123.PT PT4 099123.PT PT] 095426.WS WS1 095426.WS WS2A Paint Wood grille ceiling panel, attached to grid Wood linear ceiling panel, attached to grid (Plastic Laminate Use with 15/16'. grid Use with 15/16'grid Use with 15/16 gild Use with 15/16" grid MINDY VERIFY ith 15/16" grid MINDY VERIFY I Wilson*0 Plaslclemnate casework steffand administrate/ Pant (Sherwin Williams Paint Sherwin Williams Sherwin Williams Rulon Ru108 WS26 Wood linear ceiling panel, IRulon I attached to furring REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT -ACOUSTIC CEILING TILE 24" X 24" I------- 095113 ACT -ACOUSTIC CEILING TILE 24"X48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 48" X 72" 095428,WGC- W00D GRILLE CEILING 092900.GW8 INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR, REFER 'TORT SCOPE NOTES. OPEN TO STRUCTURE, PAINTPT1, U.N.O. COD_ CCtitrtLIANCE APFRO0ED JAO042019 City of Tukwila BUILGONG DIVISION RECEIVED CITY OF TUKWILA OCT 0.9 21C3 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM 1-PERMIT REVIEW 9117/18� NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1150 8119/995 Suite700. Was ngion98402 BLRB.com 1ST FLOOR PHASE 1 AREA A CEILING PLAN Stamp 0.01.2018 932 it REGISTERED *R0,91186CS flasa JI A 0IN�ON L SE RA M0NDLE FENTON E OF WASNINGiON Drawn By: Author Project No. 16.08 Sheet No. A6.11A BLRB ARCHITECTS, P.S. 7 8 A B AE C AF D E G H A7 OUTO0003 COURTYARD - OPEN 1 A8 PT 1ST FLOOR PHASE 1 -AREA B CEILING PLAN K1 0. 2-0'• 4-0.. 8.-0�� 1/8'=1'.0" QFULL SIZE ' K __ —ABOVE C2_/ 9..0. A.F.F. I PT1 1—/ — B3.3 B3.1 B2 D1) B2.2 D3) 4 D5 0T9500.AJS 079500AJS BB) ROOM LEGEND- PHASE 1- 1ST FLOOR ! wtwt I Name 1CORRIDOR I116A (ENTRY/ VESTIBULE 116E 116C 116D 116E 117 17A 18 19 30 VESTIBULE STORAGE STORAGE FIRE RISER ROOM CORRIDOR VESTIBULE :ORRIDOR ORRIDOR EARNING STUDIO 131 ( LEARINING STUDIO 132 j LEARNING STUDIO 133 1 LEARNING STUDIO 1134 LEARNING STUDIO 1135 LEARNING STUDIO .136[GTE t APPLIED LEARNING LAB [137 SCIENCE STUDIO 'i137A i SMALL GROUP 137B-------SCIENCE PREP 138 ,SCIENCE STUDIO 1139 i LEARNING STUDIO 141 .............._...- WOMEN 1142 i ELEC 1143 !MEN 1144 !TOILET ST6 110F STAIRS 5 I STAIRS REFLECTED CEILING FINISH SCHEDULE KEYNOTE I MARK DESCRIPTION MANUFACTURER I PRODUCT INFORMATION 095113ACT 1ACT1 ,Acoustic ceiling tile, 2x2 095113ACT IACT2 Acoustic 'ling tile ,2 4 095113 ACT ACT3 Ac 1 ling tile,2 4 095113ACT 1ACT4 rAcoustic ceiling tile, cl 0953 ACT ,,ACTS i ceiling tile, cloud 09912311EPT iEPTI Acoustic EXIST 123600.PL PL2 099123.PT PT1 099123.PT ,PT4 099123.PT IPT7 095426.WS WS1 Epoxy Paint match g tile, s to Plastic Laminate Paint Pant Paint Use w_ Armstrong ong ithi 5/16"grid Armstrong Armstrong Armstrong Armstrong Sherwin Williams Use with 15/16' grid Use th 15/16 grid_ Use th 15/16'grld MINDY VERIFY Use with 15/16" grid MINDY VERIFY Match to exEstmg Us 'ng grid system W'I_ Art Sh in W II ems Sherwin W II Sherwin Wlll lam oats casework: staff and administrative Wood grille ceiling panel, Rulon _ attached to grid 095426.WS tWS2A Wood linear ceihrg panel. IRulon attached to grid 095426.WS WS2B Vood linear ceiling panel. ttached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113ACT-ACOUSTIC CEILING TILE 24" X 24. 095113ACT-ACOUSTIC CEILING TILE 24" X 48" 095113ACT-ACOUSTIC CEILING TILE 24" X 72" 095113ACT -ACOUSTIC CEILING TILE 48' X 72" 095428. WGC - WOOD GRILLE CEILING 092900.GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900 MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR. TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. CODE CGir1:'LIANCE API -ROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2019 FIRST FLOOR KEY 1 ADDENDUM, - PERMIT REVIEW NUMBER! DESCRIPTION 1F 911]/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District ---TACOMA 1250Pa<i0<Ave. Suie700 Wa hi10098401' M 6113599' 1ST FLOOR PHASE 1 AREA B CEILING PLAN 932 REGISTERED n� AOpRCC�ITECT 2M II�9 0 R E RE0D kNTON owNON PERMIT CENTER BLRB ARCHITECTS, P.S. 2 3 4 6 7 KEYNOTE LEGEND . ROOM LEGEND- PHASE 1-2ND FLOOR 9 REFLECTED CEILING FINISH SCHEDULE B C D E D) AE 2ND FLOOR PHASE 1 - AREA A CEILING PLAN 2 A3 3 3 )G4; 079500AJS C2 A.E.F. C2 A.F.F. C6 • 079500AJS ARCHITECTURAL JOINT SYSTEM 9 (C8) 206 207 Number Name CORRIDOR CORRIDOR 226 LEARNING STUDIO 229 LEARNING STUDIO 230 LEARNING STUDIO 231 J LEARNING STUDIO 232 1LEARNNING STUDIO 233 LEARNING STUDIO 234 CIE/ APPLIED LEARNING LAB 235 SCIENCE STUDIO 235A ;SMALL GROUP 235B ,SCIENCE PREP 236 SCIENCE STUDIO 237 LEARNING STUDIO 236 1GROUPLEARNING 239 ___„iWOMEN 240 ELEC 241 242 243 ST4 MEN LSTAIR4 D1) 7.4../"'"'""71 118' =1'-0" 9 FULL SIZE DESCRIPTION MANUFACTURER PRODUCT INFORMATION 095113ACT ACT1 095113.ACT 095113ACT ACT ACT 099123.EPT ACT2 ACTS ACT4 ACTS EPT1 EXIST 123600.PL PL2 099123PT i0T1 099123.PT PT4 099123.PT 095426.WS Acoustic ling tile, 2x2 'Armstrong Acoustic ceiling tile, 2x4 ;Armstrong Acoustic ceiling the, 2x4 [Armstrong Acoustic ceiling tile. cloud ,Armstrong Acoustic ceiling tile, cloud ;Armstrong Shemin Wil Epoxy Paint Acoustic ceiling tile, size to match Plastic Laminate Use with 15/16" grid Use with 15/16" grid th /16" grid Use with 15/16" grid MINDY VERIFY Use with 15/16" grid MINDY VERIFY Match to existing Use with existing grid syste Wilsonart 650101n Willi Plastic laminate casework: Wood grille ceiling panel, attached to grid Shemin tMllems Sheiwin_Wil_liams_ Rulon 095426.W5 WS2A Wood tinear ceiling panel, attached to grid Rulan 095426.WS WS2B Wood linear ceiling panel, attached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT- ACOUSTIC CEILING TILE 24" X 24" 095113 ACT -ACOUSTIC CEILING TILE 24" X 48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 43" X 72" 095428.WGC - WOOD GRILLE CEILING 092900.GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT FOR CODE CGizi?LIANCE AFFRCAiED J00 04 2213 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER SECOND FLOOR KEYPLAN NUMBER ADDENDUM 1 " PEIT REVIEW 9/17/18 DESCRMRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ' 2ND FLOOR PHASE 1 AREA A CEILING PLAN Stamp 932 REGISTERED 11 ARC5ITECT LEE EOFVNOPENTON 6TATE6rwA3HlN6,pN Sheet No. A6.12A BLRB ARCHITECTS, P.S. 2 3 4 5 6 KEYNOTE LEGEND 7 ROOM LEGEND- PHASE( - 2ND FLOOR 8 REFLECTED CEILING FINISH SCHEDULE C2 AG\ (AH) C3 079500A4S-.. ///‘ D5 v (AA9) 2ND FLOOR PHASE 1 - AREA B CEILING PLAN i®� tl8"=10"Q FULL SIZE 079500 AJS B2.2 D3 079500AJS ARCHITECTURAL JOINT SYSTEM D4 079500.AJS —0i 5 0AJS OAJS B3 3 B3.1 Number Name 206 CORRIDOR 20] ;CORRIDOR 228 "LEARNING STUDIO 229 'LEARNING STUDIO 230 "LEARNING STUDIO 231 '•,LEARNING STUDIO LEARNNING STUDIO "LEARNING STUDIO 234 ICTE (APPLIED LEARNING LAB 235 "SCIENCE STUDIO 235A i SMALL GROUP 235B 'SCIENCE PREP SCIENCE STUDIO 237 LEARNING STUDIO 236 GROUP LEARNING 239 WOMEN 232 233 240 241 242 Conference Room MEN 243 ST4 TOILET STAIR4 KEYNOTE MARK I DESCRIPTION " MANUFACTURER 085113 ACT ACTT 'Acoustic ceiling tile, 22 AlmSlron9 Use with 15/16"grid 0951t3ACT ACT2 ', t gfl,24 A strong 095113ACT ACTS Acoustc ceiling tle,2 4 Armstrong 095113ACT_ACT4 ,Acoustic ceiling tile, cloud A tong Use wit 096113 ACT ACTS lAcoustic ceiling fie, cloud Armstrong Usew2 099123EPT EPT1 1EpxyP t Sherwn WThams EXIST Acoustic ceiling tile, size t (Match to emstmg (Use with ez sling grid system match I 123600 PL PL2 Plastic Laminate tWilsonArt Use w Ih 15/16' grid Use with 16/16" grid 099123.PT PT1 099123.PT IPT4 099123PT (PT7 095426.WSWSi 095426.WS 095426.WS W52A W528 Paint Pains ='Sherwin W II am Sherwin William Paint Wood grill ceiling eiling panel, attached to grid Sherwin WI Plast c lam pate casework: staff and ad Rulon Wood linear ceiling panel, attached to grid Wood linear ceiling panel, — attached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT -ACOUSTIC CEILING TILE 24. X 24'. 095113 ACT -ACOUSTIC CEILING TILE 24' X 48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 48' X 72" 095428 WGC - WOOD GRILLE CEILING 092900.GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT. DOLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT', U.N.O. CODE CC.:S?LINNCE APi-h3VED Jf°l042913 City of Tukwila UILCiNG DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2[1;3 PERMIT CENTER SECOND FLOOR KEYPLAN 1 ',ADDENDUM( PERMIT REVIEW 9/17/18-I NUMBER', DESCRIPTION 1 DATE_" DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACO 12E03563,BIE Saile100 l8athington98191 253621.5599 BLRB.coID 2ND FLOOR PHASE 1 AREA B CEILING PLAN Revisetl 0.01.2018 STATE, WASHINGTON Drawn By: Author Project No. 16.08 Sheet No, A6.12B BLRB ARCHITECTS, P.S. KEYNOTE LEGEND ROOM LEGEND- PHASE 2 -2ND FLOOR ROOM LEGEND - PHASE 2- 1ST FLOOR REFLECTED CEILING FINISH SCHEDULE A (AL }--- B (AM�'i C (F1r2ND FLOOR PHASE 2 - AREA E CEILING PLAN 5®Cca 1/8"=1'-0" @FULL S2E D E F AL G H AN K —)279500.SF8 ICI K 1ST FLOOR PHASE 2 - AREA E CEILING PLAN urma 9 1/8"= 1'A"@FULL SIZE (B* BH 019500.SF8 SEISMIC FIRE BARRIER — B 18) B5.4 n 1ST FLOOR PHASE 2 - AREA J CEILING PLAN K4J --- — °t 118"=1'0"@FULL SIZE 0' 1" 2; 4" Number I 203 208 OFFICECAT WALK 209 210 !SECURITY OFFICE 211 I STAFF LOUNGE 211A IKITCHEN— HALL 212A IRESTROOM 212E IRESTROOM (B20) tuber Name 110 WAITING AREA RECEPTION WORK CONFIOFFICE CONF/OFFICE ASSISTANT PRINCIPAL PRINCIPAL OFFICE TESTING 11SS OFFICE ELEVATOR MECHANICAL ROOM HA IA 1B 1C 1D JANITOR CLOS MEN'S WOMEN'S R00 2 STOR HEALTH 138 312 312A 312C RESTROOM )TEMPORARY COMMONS 313 STORAGE FOOD SEIE VESTIBULERVC 313A ISECURITY FIRST FLOOR KEY KEYNOTE TACT MARK I DESCRIPTION MANUFACTURER PRODUCT INFORMATION 095113 ACT 095113ACT I ACT2 095113 ACT I ACT3 095113 ACT ACT4 095113ACT ACTS 099123.EPT EPT1 EXIST 123600.PL P 099123.PT PT 1 Pont;i 099123 PT IPT4 (Paint 1099123.PT PT] (Paint 095426 WS I WS1 95426 WS 95426 WS Acoustic ceiling tile, 2x2 ;Armstrong Use with 15/16 grid Acoustic ceirn9 tile, 2x4 ;Armstrong Use with 15/16" gnd Acoustic ceiling tile, 2x4 Armstrong Use with 15/16 grid Acousto ceiling tile. cloud Armstrong Use with 15/16" grid MINDY VERIFY Acoustic ceiling tile, cloud Armstrong Use with 15/16" grid MINDY VERIFY Epoxy Paint Sherwin Williams Acoustc Ceiling tile, size to Match to existing (Use with existing grid System match PIa tiC Laminate Wileo7A0 Plastic lam nate casework. staff and administrative Sh Sherm Wood grille ceiling panel, attached to grid WS2A ;Wood linear ceiling panel, attached to grid WS2B IWoodlinear ceiling panel, ;attached to fusing Shenvi Rulon Rulon Rulo ham REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT- ACOUSTIC CEILING TILE 24" X 24" 095113 ACT -ACOUSTIC CEILING TILE 24" X 48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 40" X 72' 095428 WGC - WOOD GRILLE CEILING 092900,G WB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. FOR CODS CCi:'iIANCE APOROVED JON 04 2919 City of Tukwila BULLING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2;53 PERMIT CENTER SECOND FLOOR KEYPLAN __- 1 )ADDENDUM 1- PERMIT REVIEW 9/17/18 NUMBER; DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pacific Ave. VIShingtonN402 • virt, BLRB.'com 1ST/2ND FLOOR PHASE 2 AREA E/J CEILING PLANS oat`: 10.01.2018 Revised: Stamp 6932 ARCHNECD /4f17 LEE STATE OAFWAS.GTON Drawn B Author PrgeCt No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. ROOM LEGEND - PHASE 3 -ACADEMIC WING REFLECTED CEILING FINISH SCHEDULE A B C D E F G H K AC} ARM AE (AFL AH; 9=2 A,F.F AI PT1) C2 9-Os A.F.F. �129i _-.J.. —._ _9,Cz 1 �; BIB �1144 .: A.F.F. ,03 0 PT, A.F.F. !PT1 C16 A.F.FF . O - PTI A5 ? III1116rsa'I11 � IR Im Ifd r1mi 11 ME_ NI/ I ;/ _ Cp Acre:/ LACT3I tl / VI I —I/ A6 0]9500AJS OT9500 AJ5 079500.AJS Number Name 114 ',CORRIDOR I 116 CORRIDOR 126 'I SCIENCE STUDIO 126A_ SCIENCE SUPPORT 127 'SCIENCE STUDIO 127A '!SCIENCE SUPPORT !SCIENCE STUDIO 129 '!CUSTODIAN 140 !POTTERY /ART ROOM 140A '!ART PREP ROOM 140E KILN EARNING COMMONS SMALL GROUP SMALL GROUP SPECIAL EDUCATION DRESSING ROOM 146C 150 WATER HEATER SPECIAL EDUCATION EARNING STUDIO 2 COUNSELING SECRETARY !OFFICE !CORRIDOR 6 WORK 15] ',OFFICE ;SMALL FLEX OFFICE 159 I CAREER OFFICE 160 SMALL FLEX OFFICE 161 ;OFFICE -- 162 ;SMALL FLEX OFFICE_ 163 ;FILE STORAGE 164 ;CONFERENCE 165 TOILET 166 TOILET------- 167 ,LARGE FLEX OFFICE 166 OFFICE 169 110 CONFERENCE KEYNOTE LEGEND 019500AJS ARCHITECTURAL JOINT SYSTEM KEYNOTE I MARK 1 DESCRIPTION MANUFACTURER I PRODUCT INFORMATION 1095113 ACT ACT, Acoustic ceiling tile_ 2 2 Armstrong .Use with 15/16" grid 1095113 ACT ACT2 Acoustic ceiling tile, 2x4 Arms0on9 !Use with 15/16"grid 095113.ACT ACTS Acoust o ceiling file, 2 4 Armstrong Wee with 15/16" End 095113ACT ACT4 Acoustic ceiling We, cloud Armstrong ! Use with 15/16. grid MINDY VERIFY_ 095113ACT ACT5 Acoustic ceiling tile, cloud Armstrong Use with 15/16" grid MINDY VERIFY —J'I 099123.EPT EPT, Epoxy Pant Shemin Williams EXIST Acoustic ceiling Ile, eoe to Match to exIsing losewth existing gdtl system match 120600.PL PL2 2 099123.PT PTt 099123.PT PT4 3.PT P 6................ 26WS WSt 095426 WS WS2A Pa Pa Pa Wood grille telling panel, attached to grid Wood hnear ceEng panel attached to grid IsonA5 iPlasticl Sherwin Williams Sherwin Williams Rulon Rulon 095426W5 WS2B Wood linear celrng panel, attached to furring Rulon se : daft and administer A REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT- ACOUSTIC CEILING TILE 24" X 24" 095113 ACT- ACOUSTIC CEILING TILE 24" X 48" 095113ACT- ACOUSTIC CEILING TILE 24" X 72" 095113 ACT- ACOUSTIC CEILING TILE 48" X 72" 005428. WGC - WOOD GRILLE CEILING 092900.GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.0. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. 8 rJR COC'- CC ., LIANCE AN -ROVED J,1,"7 04 2519 City of Tukwila BUILCNG DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2 ':id FIRST FLOOR KEY 1 ADDENDUM I - PERMITREVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRBw%: TACOMA "'.1250P Ave. Washington 98402. 253.621.5599 BLRB.com Drawing Title: 1ST FLOOR PHASE 3 AREA C CEILING PLAN Stamp 0.01.2018 5932 REGISTERED ARCEREOTRN LEE RAYODENO ',`TATs. RE WASHINGTON Dawn By: Author Project N0. 16.08 Sheet No. A6.31C _ 1ST FLOOR PHASE 3 - AREA C CEILING PLAN `11)�7'1.m,1=1 1B"=,'-0"Q FULL SIZE PERMIT CENTER BLRB ARCHITECTS, P.S. 2 3 4 5 6 7 ROOM LEGEND - PHASE 3 -ACTIVITIES WING 8 REFLECTED CEILING FINISH SCHEDULE 9 (B11) (B 2) ri11ST FLOOR PHASE 3 - AREA G CEILING PLAN Iv"=r-9•@1uuSIZE OPEN TO ABOVE_ _ (B13) B4 B141 Sim 1 \ J B151 303 IB161 (B 17i B5.4 ,F\ Name 03 FIDE 04 I CORRIDOR 314 TICKS __ 314 TICKETS 15 15A EARINING STUDIO STORAGE 158 OFFICE 45C STORAGE DF '' 317 _--I CHORAL 317A OFFICE 13178 PRACTICE 1318 MUSIC LIBRARY BAND OFFICE 319B STORAGE 319C 319D 320 STORAGE !PRACTICE GREEN ROOM 320A !MECHANICAL ACCESS 321 1DRESSING ROOM 321A RESTROOM 322 322A 323 DRESSING ROOM RESTROOM 324 325 326 327 323 MECHANICAL ACCESS WOMENS MEN'S ATHLETIC SECRETARY 329 330 331 ATHLETIC DIRECTOR TASK OFFICE AUDITORIUM 333A [LIGHT TRAP 9 'FIRE 340 (ELECTRICAL ROO STAIR Stair 30 tt EXSITING T TO REMAIN OPEN TO ABOVE I s BD) ALTERNATE A4 CEILING PLAN REFER TO SHEET A6.2A2 KEYNOTE MARK 095113 ACT 095113 ACT 095113 ACT ACT1 ACT2 ACT 0L13 ACT ACT4 095113A3,EPCT ACTS 09912T EPTt EXIST 123600 PL PL2 099123.PT PT1 099123.P1 PT4 009123.PT PT7 095426 WS 095426 WS 095426 WS WS2A WS28 DESCRIPTION I MANUFACTURER PRODUCT INFORMATIO Acoustic ceding tile, 2x2 !Armstrong Acoustic ceiling tile, 2x4 'Armstrong Acoustic ceiling tile, 2x4 'Armstrong Acoustic mg tile, cloud 'Armstrong Acoustic ceding tile, cloud Armstrong Epoxy Paint Sherwin Williams Acoustic ceiling tile, size to Match to existing match Plastic Laminate W IsonArt Pat Pa Wood grille ceiling panel attached to grid Wood linear ceiling panel attached to grid Wood linear ceiling panel etached to tuning Use with 15/16" grid Usa with 15I1 B"gritl Use evith 15/16" grid Use with 15/16" grid MINDY VERIFY Usa with 15116"grid MINDY VERIFY 'Use with existing grid system Sherwin WIT s Sherwin Wlfams he rwin Willi Rolm, Rulon Plastc lam nate casework. 093 and admn frative REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113ACT - ACOUSTIC CEILING TILE 24'X 24" 095113 ACT -ACOUSTIC CEILING TILE 24" X 48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 48. X 72. 095426 WGC - WOOD GRILLE CEILING 092900.GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N 0. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.0. BF COuEPCtn C.' L1654CEED A J;NO42 BG City of Tukwila BUILCING DIVISION RECEIVED CITYOF TUKWILA FIRST FLOOR KEY 1 ADDENDUM 1 t PERMIT REVIEW NUMBER i DESCRIPTION 9/17/180 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BARB 12594acifists, Suiie109 Washington 9840t' BitS13599' BLRB.com„ Drawing Title: 1ST FLOOR PHASE 3 AREA G CEILING PLAN Date 0.01.2018 Revised Stamp REGISTERED ARCHRECl �a Bill / j111 ✓0r k LEE RdMOND FENTON STATE OF INASHINGTON Drawn By: Author Project No. 16.08 Sheet No. A6.31G OCT 092oe . PERMIT CENTER BLRB ARCHITECTS, P.S. A B C D E G H K cAL \q B7 1ST FLOOR PHASE 4 - AREA F CEILING PLAN STRUCTURE ABOVE BREAKS LIGHTS--- 8' LIGHT IN SELECT LOCATION BSI SEE SHEET A6.42 FOR COMMONS RCP. —1d (B- 01 IB11) r 1/8=1.0" B FULL SIZE ROOM LEGEND- PHASE4 Number Name 202 BRIDGE 300 300A 3008 COMMONS ENTRY/VESTIBULE COURT YARD VESTIB 300CD DELI/SALAD 3000 DELI/SALAD 1300E 300F 303 302 305 DELI/SALAD COMMUNITY KITCHEN TOILET TOILET STORAGE 305A WORK/STORAGE 336 TICKETS I336A BRIDGE EXIT 1337 KITCHEN 1337A OFFIC 337B PREP AREA 338 ELECTRICAL ROOM 339 ___,_-iMECHANICAL R000 REFLECTED CEILING FINISH SCHEDULE _._ KEYNOTE 1_ MARK 1DESCRIPTION MANUFACTURER 095113ACT ACTS 095113 ACT ACT2 095113 ACT _ ACT3 095113 ACT rACT4 Acoustic ceiling tile, 2x2 lArmsrong Acoustic telling tile, 2x4 Armstrong Acoustic Ing tile,2x4 Armstrong Acoustic ceiling tile, cloud 095113 ACT (ACTS Acoustic ceiling tile cloud Armstrong Armstrong PRODUCT INFORMATION e with 15/16" grid see ritl e with 1511615/16"ggritl Use with 15/16' grid MINDY VERIFY Use with 15/16" grid MINDY VERIFY 099123.EPT IEPT1 Epoxy Paint Sherwin Williams ..... EXIST Acoustic eiling tile, size to Match to existing lUse with existing grid system J mat h ' 123600 PL PL2 Plastic laminateIWIIsoMj rt Plastic laminate casework'. st 099123PT PT1 J Pant Sherwin Williams 099123PT PT4 Paint 099123.PT PT7 Williams rid administrative Paint Sherwin Williams 095426,WS WS1 Wood grille ceiling panel, attached to grid 095426 WS WS2A Wood linear ceiling panel, attached to grid Rulon Rulon 095426,WS WS28 Wood linear ceiling panel, attached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT -ACOUSTIC CEILING TILE 24" X 24" 095113ACT-ACOUSTIC CEILING TILE 24" X 48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 48" X 72" 095428. WGC - WOOD GRILLE CEILING 092900.E WB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH. REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT P18, U.N.O. CO, CGi:; LIANICE AP -ALivcD J111J 04 2313 City of Tukwila BUILC{NG DIVISION RECEIVED CITY OF TUKWILA FIRST FLOOR KEY PLAN NUMBEFDESCRIPTION I DATE! DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 199 0iijii400 WIIe700. 80111 9lon98401 BLRBoorn 343.9311499 1ST FLOOR PHASE 4 AREA F CEILING PLAN 0.01.2018 Revised Stamp 3932 REGISTERED ARC ITEC 1 I 11 LE RAYMOND FENTON STATE OF WASHINGTON Draw' By Author Project No. 16.08 Sheet No. A6.41F OCT 09 2213 PERMIT CENTER BLRB ARCHITECTS, PS_ 2 3 4 5 6 7 F3 2ND FLOOR PHASE 4 - AREA F CEILING PLAN r tl8"=1'-0"@FULL SIZE ROOM LEGEND- PHASE 4- 2ND FLOOR Number Name [202 BRIDGE 1300 (COMMONS 30OA (,ENTRY/VESTIBULE 300B [COURT YARD VESTIBULE 00C ID SALAD 000 ---- - DESAAD 00E DELI/LVSALLAD OOF 'COMMUNITY KITCHEN REFLECTED CEILING FINISH SCHEDULE KEYNOTE L MARK 1. DESCRIPTION MANUFACTURER PRODUCT INFORMATION 1095113ACT ACTT Acoustic ceiling tile, 2x2 Armstron 095113 ACT ACT2 Acoustic ceiling tile. 2x4 Armstron 095113ACT !ACTS _(Acoustic ceiling tile, 2x4 095113.CT IACT4 'Ac tceilingtlle, cloud 095113ACTAACTS 'Acoustic ilin9 I/Oi, cloud 099123.EPT EPT1 EXIST 123600.PL PLO Armstrong Armstrong Armstrong Epoxy Paint Sherwin Williams Acoustic cal ng t le, size to Match to existing match Plastic Laminate WilsonArt 099123. 1T 099123.PT 099123.PT 095426.WS 095426.W5 T PT i Paint Paint [Paint WS1 [Wood gnlle ceiling panel [attached to grid WS2A Wood linear ceiling panel attached to grid Rulon Use with 15/16" grid UsewN15/16 grid Use with 15/16" 9dd Use with 15/16grid MINDY VERIFY Use w M 15/16" grid MINDY VERIFY Use w ih ex st'ng grid system ,Plastic laminate casework' staff and adminlslra;Ye 095426.WS WS2B ood linear ceiling panel lacked to furring REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT -ACOUSTIC CEILING TILE 24" X 24" 095113ACT-ACOUSTIC CEILING TILE 24" X 48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT - ACOUSTIC CEILING TILE 48" X 72" 095426. WGC - WOOD GRILLE CEILING 092900.GWO INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U,N.O- 092900. MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR. TILE ,' REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. COJ<_ CCL:I L 1o\NCE APi-ROVED Jd„d042043 City of Tukwila SUILCING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2913 PERMIT CENTER SECOND FLOOR KEYPLAN 1 'ADDENDUM 1- PIT REVIEW 19/17/18 NUMBER f DESCERMRIPTION ' DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District • 612B:rpm 2ND FLOOR PHASE 4 AREA F CEILING PLAN Date Revised Stamp 0.01.2018 932 REGISTERED ARC( 4J00 10I05;FE01 I LEE RAYMOND TON STATE OF WASHINGTON Drawn By: Author Project No. 16.08 Sheet No, A6.42F BLRB ARCHITECTS, P.S. 5 6 7 9 41i AH 11AFF 4=11. (AJ (AL 1ST FLOOR PHASE 5 - AREA D CEILING PLAN G1, 444_4 1181.11P § FULL SIZE 1111 MAMMMEO w.‘,481. tOR410441444 411‘1714,4114 A3 A4 r922 711 2. 1 00—oths` 5 BH (B18) 0 5 1ST FLOOR PHASE 5 - AREA J CEILING PLAN ROOM LEGEND - PHASE 5 - 1ST FLOOR Number Name 114 CORRIDOR 115 CORRIDOR 120 I -LEARNING STUDIO 121 ,LEARNING STUDIO 122 ;LEARNING STUDIO 123 ;LEARN NG COMMONS 123A STAFF/TEAMI 124 'MEN'S 125 IINOMEMS 310 I MEN'S TEAM ROOM 311 IWOMENS TEAM ROOM 312 I AUXILIARY GYMNASIUM 312A 1STORAGE 1/8,1,0" FULL SIZE REFLECTED CEILING FINISH SCHEDULE 1 KEYNOTE 1 MARK 1 DESCRIPTION r MANUFACTURER j PRODUCT I FORM TION 095113.ACT ACT1 Acoustic ceiling tile. 2x2 ',Armstrong Use with 15/1 095113 ACT ACT2 Acoustic ceding tile. 224 lArmstrong Use with 1516" grid 095113,ACT ACT3 Acoustic ceiling tile, 2x4 lArmsffong Use with 1510" grid 095113.ACT 10CT4 Acoustic ceiling tile, cloud 'Armstrong Acoustic ceiling tile, cloud IAmIstrong Use with 1616 0°999511233.AEFICTIIIAEPC9r1S Use with 15/ '''' ggrridd MMINN);Y(IV/: YY Epoxy Paint Use Wth existing grid sy tem EXIST Acoustic ceiling tile, size to ilmShzitnoWexita,m,gs 'PresTc Lanenate 12360091. IPL2 VVilsonArt lastic laminate casework: staff and administrative 09912375 PTI Paint 65erwin Vffilliams 099123.PT PT4 Paint Sherwin Williams 06612371 PT7 Paint Sherwin Williams 095426.WS WS1 Wood grilte ceiling panel, Rulon attached to grid 095426.WS WS2A Wood linear ceiling panel, Rulon attached to grid 095426.WS WS26 Wood linear ceiling panel, Rulon attached to furring Z.L REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE, 095113ACT -ACOUSTIC CEILING TILE 24" X 24'' 095113ACT - ACOUSTIC CEILING TILE 24" X 43" 095113,ACT ACOUSTIC CEILING TILE 24" X 72'' 095113.4CT - ACOUSTIC CEILING TILE 481 X 721 095428.WGC - WOOD GRILLE CEILING 092900,GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900 MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. oaNCUINLITN(G)R-DIMRIalVNFiENFa REPA loRi E OPEN TO STRUCTURE, PAINT PTI,060 CO dc.4...r DANCE AN -ROVED 14N 04 2213 City of Tukwila BUILUNG DIVISION RECEIVED CITY OP TUKWILA OCT 092313 PERMIT CENTER FIRST FLOOR KEY NUMBER ADDENDUM 1 jp=1„1:,,TIor 9/17/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 5 AREA D CEILING PLAN 8088 10.01.2018 Revised Stamp 5932 RA ER Gc 01S TERL LE ELF, EilloM1F 0.1! D3LFV4:E TT111-- Draw" ' Author Project No. 16.08 Sheet No, A6.51D of BIAS ARCHITECTS, P.S. 2 3 4 5 6 7 B AC)-- - \AE AF INI 2ND FLOOR PHASE 5 - AREA C CEILING PLAN =1'P'QFULL SCE PT1 0- OPEN TO EXISTING i STRUCTURE ABOVE ROOM LEGEND- PHASE 5 - AREA C 2ND FLOOR 223 223A 223E 24 225 LEARNING COMMONS ........ ..........a TEAM ISTAFF ROOM SMALL GROUP LEARNING STUDIO —' LEARNING STUDIO 226 LEARNING STUDIO 222 I LEARNING STUDIO 244 ICTE/ APPLIED LEARNING LAB 244: OFFICE 2448 STORAGE 244C A V. 245 LEARNING STUDIO 246 LEARNING STUDIO 247 [OFFICE 2L48_................. REFLECTED CEILING FINISH SCHEDULE KEYNOTE MARK DESCRIPTION I MANUFACTURER I PRODUCT INFORMATION Li 095113ACT ACTt AcousticIt ile , 2X2 9. Armstrong I Use with 15/16" gdtl 095113ACT ACT2 I-- _ Ac t g tile, 2 4 Armstrong Use with 15/16" and 095113 ACT ACT3 Acoustic ceiling tile, 2 4 Armstrong Use with 15/16 grid 095113 ACT ACT4 Acoustic 'I ng tile, cloud _ Armstrong Use with 15/16 grid MINDY VERIFY 095113.ACT ACTS At' elingtlle,cloud Ar rong ,Usew,th 15/16" grid MINDY VERIFY —J 098123.EPT EPT1 Epoxy P -nt Sherwin Williams EXIST Acoustic ceiling tile, size to match Match to existing Ills e 'ihedstn9gm, system 123600 PL PL2 Plastic Laminate W I nArt Plast ate casework, staff and admitustratwe_ 099123 PT PT1 Pa t Sherwin Williams - PT4 _ Pa t Sherwin W ll ms 099123099123 PTPT PT] Paint Sherwin W ll ams 095426.WS WS1 Wood grille ceiling panel, attached to grid Rulon 095426.WS WS2A Wood linear ceilingpanel, attached to grid Rulon r 095426.WS WS2B Wood linear ceiling Panel, attached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113 ACT -ACOUSTIC CEILING TILE 24. X 24" 095113 ACT -ACOUSTIC CEILING TILE 24" X 48. 096113 AGI -ACOUSTIC CEILING TILE 24" X 22" 095113 ACT - ACOUSTIC CEILING TILE 48" X 72" 095428. WGC - WOOD GRILLE CEILING liL 092900GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O, 092900,MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPTS, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, CODE CC:.i:- lANCE AFrRDVED JS,N 09 2019 City of Tukwila UILDiNG DIVISION RECEIVED CITY OF TUKWILA OCT 09 2918 PERMIT CENTER SECOND FLOOR KEYPLAN 1 ADDENDUM 1- PERMITREVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250Padtit Ave.,' Wahang/o1198402 251621E99. 5LR5 com 2ND FLOOR PHASE 5 AREA C CEILING PLAN Date: 0.01.2018 5932 'I REGISTERED ARCHI8EC8 RYO}NDD ON LEE OF STATE iE OF WASHINGTON Drawn By Author Project No16.08 Sheet No. A6.52C BLRB ARCHITECTS, P.S. 2 3 4 5 6 KEYNOTE LEGEND 7 ROOM LEGEND - PHASE 5 -AREA 02ND FLOOR REFLECTED CEILING FINISH SCHEDULE A B C D E F G H K ,AK — AN Al A2) 2ND FLOOR PHASE 5 - AREA D CEILING PLAN OPEN TO EXISTING STRUCTURE ABOVE 079500.SFB SEISMIC FIRE BARRIER 1l8"=1'-0"@FULL SIZE Number 1. N 200 1200A 200E LIBRARY MDF _- - LIBRARYOFFICE 200C CONFERENCE 200D 1200E WORKROOM TOILET 201 1201A 201E CAREER CENTER OFFICE CONFERENCE 204 CORRIDOR 205 CORRDOR 205A CORRIDOR 213 WATER HEATER 214 LEARNING STUDIO 215 215A 216 217 BOOK STORAGE LEARNING STUDIO LEARNING STUDIO 218 2 19 (LEARNING STUDIO LEARNING COMMONS 219A 219B 220 221 SMALL GROUP CUST/ELEC MEN WOMEN KEYNOTE MARK 1 DESCRIPTION IMANUFACTURER I PRODUCT IN FORMATION 095113 ACT iACT1 Acousbc ceiling tile 2x2 Armstrong I Use with 15/16" grid 095113ACT _LACT2 Acoustic ng tile, 2 4 .Use with 15/16" grid 095113 ACT IACT3 Acoustic g tile, 2 4 Use with 15/16' grid 095113 ACT IACT4 Acoustic ceiling tlle_cl d A Gong 1Use with15/16" grid MINDY VERIFY 095113.ACT ;ACTS Epoxyouatic ceiling tile, cloud msVong ,Use with 15/16" grid MINDY VERIFY ........___y_ 099123.EPT IEPTt Paint henwin Wiiiams Acoustic ceiling tile, size to match EXIST A ms_tr0ng A irong Ar Match to existing Use with existing grid system 123600 PL PL2_ 099123.PT PT1 099123.PT PT4 099123.PT PT] 095426WS WS1 Plastic laminate Pant Paint Paint Wood grille ceiling pan attached to grid Wlson*5 Sherwin Williams Sherwin Williams Sherwin Willi Rulon 095426 WS WS2A 095426.WS WS20 Wood linear ceiling panel, Rulon attached to grid Wood /near ceiling panel, I Rulon attachedto furring Plastic lamina. casework. staff and adminlstretive REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. ///' 095113 ACT -ACOUSTIC CEILING TILE 24" X 24" 095113.ACT -ACOUSTIC CEILING TILE 24" X 48" 095113 ACT - ACOUSTIC CEILING TILE 24" X 72" 095113.ACT - ACOUSTIC CEILING TILE 46" X 72" 095428.WGC- WOOD GRILLE CEILING 092900.GW8 INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH. REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. LAik COBS CU„ ;: LtANCE AP`rROVBD JAN 0425i0 City of Tukwila UILCING DIVISlO RECEIVED CITY OF TUKWILA OCT 09218 SECOND FLOOR KEYPLAN 1 [ADDENDUM I- PERMIT REVIEW ", 9/17/18 I NUMBER I DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA R50Palifi1Fv': -- Suile7 585400/0gton n9 402' • OLRB:cor,. 2ND FLOOR PHASE 5 AREA D CEILING PLAN 0.01.2018 932 Ii REGISTERED i AR�CCJ3/CEECT \Y MORAMND,iNDFENrON EN LEESTATE oFwasnwcTo Drawn By: Author Project No. 16.08 Sheet No. A6.52D PERMIT CENTER BLRB ARCHITECTS, P.S. 2 3 4 5 6 7 9 REFLECTED CEILING FINISH SCHEDULE A B 85 (BA, E F G 84 1ST FLOOR PHASE 3 - AREA G CEILING ALT1 F9cam.......9 1/8,1,6@ FULL SIZE H K BA B4 2, 1ST FLOOR PHASE 3 - AREA G CEILING ALT2 F-=9 1/8 =1 0 @FULL SIZE 85 KEYNOTE 1 MARK DESCRIPTION —1 MANUFACTURER PRODUCT INFORMATION 095113.ACT ACT1 AACcT,23 Acoustic ceiling tile, 22 Acoustic ceiling tile, 204 Armstrong Armstrong vlh h11516.'6ggrridd 00905,111,3,AACeTT 1U:a vi 5; ACT4 Acoustic ceiling tile, 204 Acoustic ceiling Me, cloud Armstrong Armstrong illse with 15/16ii grid 095113.ACT Also with 15/16'i grid MINDY VERIFY 0951131801 ACT5 Acoustic ceiling tile, cloud Armstrong U. with 15/16" grid MINDY VERIFY 09912301T EPTI EXIST Epoxy Paint Shemin Williams Acoustic ceiling tile, size to Match MaDh to existing WilsonArt -i0astic lUse with existing gnd system to 29 39 61 0, 0, . Pp TL Plastic Laminate laminate casework, staff and administrative pP TL2 , PT4 P Pea'n't Sherwin WiMams 1 099123,PT n Wn'''' 09,0412263PTO PT7 IPaint 09,W 095426.VVS 095426.VVS ws., WS2A WS26 Wood grille ceiling panel, attached to grid RShuelom'n Wood linear ceiling panel, attached to grid Rulon Wood linear ceiling panel, attached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 095113.8CT - ACOUSTIC CEILING TILE 24" X 24E 095113.ACT - ACOUSTIC CEILING TILE 24. X 48" 095113,ACT - ACOUSTIC CEILING TILE 24E X 72ii 095113 ACT - ACOUSTIC CEILING TILE 48ii X 72" 09 28 WGC - WOOD GRILLE CEILING 092900.GVVB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900,MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPTI, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. co: CC-:....t:'.1)ANCE APi.:ROVED JAN 0 4 2013 City of Tukwila BuiLc:r.c DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2013 PERMIT CENTER NUMBERDESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 3 AREA C CEILING PLAN - ALTERNATE 1&2 915009 5932 RAER7ITZET L Ee Ar re TAD, re TT 00, ,N ,111lae- BLRB ARCHITECTS, P.S. 2 4 5 6 7 ( A B 1- 1ST FLOOR.PHASE 3- AREA G CEILING ALT31-0 4600/556 ()B6 (BE) REFLECTED CEILING FINISH SCHEDULE KEYNOTE MARK DESCRIPTION I MANUFACTURER PRODUCT INFORMATION 009955111,33,ACJ A ACST21 A 095113ACT 1ACT3 095113ACT lACT4 l095113ACT lACT5 099123 EPT !EPTs1 ExT 123600.PL PL2 lAcoustic calling tile, 262 I Armstrong ,U ith 15/16' grid lAcoustic ceiling tile, 2x4 f Armstrong se with 15/16" grid lAcoustic ceiling file, 244 Armstrong lU h 15/16" grid Acoustic ceiling tile, cloud lArmstrong Use with 15/16 grid MINDY VERIFY Acoustic ceiling tile, cloud Armstrong i Use with 15/16" grid MINDY VERIFY Epoxy Paint Acoustic ceiling ale, age to match 'Sherwin Williams Match to existing Use gath easting grid system Plastic Laminate 099123PT PT1 Paint 099123 PT PT4 l Paint 099123PT 095426 WS PT] WS1 095426,WS WS2A 095426.WS Rant WilsonArt Slerw 5 in area. Plastic lammate casework' staff and administrative Sherwin Williams Sherwin Wood grille ceiling panel, attached to grid Rulon VVoo4 linear ceiling panel, I attached to grid VVS28 Wood linear ceiling panel, 'attached to furring Rulon Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. , I ! rETIETTIIT.E1 095113ACT - ACOUSTIC CEILING TILE 24" X 24" 095113.ACT - ACOUSTIC CEILING TILE 24" X 48" 095113.4CT - ACOUSTIC CEILING TILE 24" X 72" 095113ACT - ACOUSTIC CEILtNG TILE 48" X 72" 095428.WGC - WOOD GRILLE CEILING 092900.GWB INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PA/NTES WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH. REPAIR, TILE REPLACEMENT OR SIMILAR REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. FSi7.117-1TATh FSR COSS CO2u.,,L!ANCE AFI-ROVEI .1,!,N 04 2513 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2918 NUMBER I DESCRIPTION °ATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 3 AREA C CEILING PLAN - ALTERNATE 3 Date 10.01.2018 Sterna 5932 II REGISTERED ARCHITECT, 60RalkilllOUNILl41-ENTON I STATE OF WASHINGTON Draw' Author Sheet No. A6.63 PERMIT CENTER of BLRB ARCHITECTS, 65. B5 4 6 7 (BCJ DI 1ST FLOOR PHASE 3 - AREA G CEILING ALT 4 114"=1'-39FULL SIZE REFLECTED CEILING FINISH SCHEDULE i KEYNOTE MARK DESCRIPTION MANUFACTURER PRODUCT INFORMATION 1095113.ACT FACT1 lAcousticcelling tile, 2x2 !Armstrong 1095113 ACT ACT2 FAcousUc ceiling tile, 2x4 Armstrong 09_51t3ACT IACT3 A h ceiling tile, 2x4 Armstrong 1095113ACT ACT4 ',Acoustic ceiling tile, cloud Armstrong 1095113ACT IACT5 !Acoustic ceiling He, cloud Armstrong 099123.EPT EPT1 Epoxy Pant Sheroin Williams EXIST Acoustic ceiling We, size to Match to existing match 123600.PL 099123 PT 099123.PT 099123.PT 095426 WS 095426 WS PL2 PT1 PT4 PTZ WS1 WS2A Plastic Laminate WllsonArt Paint 1Shenoi lUse with 15/16" grid IUse with 15/16" grid Use with 15/16" grid Use with 15/16' grid MINDY VERIFY :Use with 15/16'. grid MINDY VERIFY Use with existing grid system c laminate casework: stall and admi 'Paint IShenvtn Will Paint Shemwln Wlifia Wood grille ceiling panel, Rulon attached to grid _ Wood linear ceiling panel Rulon attached to grid 095426.WS WS28 Wood linear ceiling panel, attached to furring Rulon REFLECTED CEILING PLAN FINISH LEGEND REFER TO REFLECTED CEILING FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE, 095113 ACT -ACOUSTIC CEILING TILE 24" X 24" ----� 095113ACT- ACOUSTIC CEILING TILE 24'. X48" 095113 ACT -ACOUSTIC CEILING TILE 24" X 72" 095113 ACT -ACOUSTIC CEILING TILE 48" X 72' 095428. WGC - WOOD GRILLE CEILING 092900.GW8 INTERIOR GYMPSUM BOARD PAINTED COLOR PT1, U.N.O. 092900.MRG MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH EPDXY PAINT, COLOR EPT1, U.N.O. EXISTING CEILING TO REMAIN. MAY REQUIRE PATCH, REPAIR, TILE REPLACEMENT OR SIMILAR. REFER TO REFRESH SCOPE NOTES. OPEN TO STRUCTURE, PAINT PT1, U.N.O. L_- ALTERNATE REFRESH SCOPE NOTES: I. PATCH, PRIME AND PAINT EXISTING WALLS TO MATCH AS NEEDED TO CORRECT ANY DAMAGED SURFACES. II. REMOVE AND REPLACE DAMAGED CEILING TILE. NEW TILE TO MATCH EXISTING. III. EXISTING CEILING TO REMAIN. CEILING GRID TO BE REUSED FOR NEW LIGHTING; REFER TO ELECTRICAL SHEET E4.02. CODE C L1 \NCE APE -ROVED JAN 0 4 2013 City of Tukwila BUILGNG DIVISION RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER NUMBER DESCRIPTION ; DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250Patifi<Av Was0i00lee l6 02 2326225599.. BLRB:coI.T -, Drawing Ti le: 1ST FLOOR PHASE 3 AREA C CEILING PLAN - ALTERNATE 4 Date: Revised 0.01.2018 932 F- 1 REGISTERED ARC ITECT 4r 111 If0Lt -, LEE RA MOND FENTON STATE OF WASHINGTON 1 Drawn By: Author Project No. 16.08 Sheet No. BLRB ARCHITECTS, PS. 2 , SEEDOOP 2 3 4 7 8 A B ,?? '-GL4 FINISHED FLOOR IHM-1 IHM-2 (Th INTERIOR HOLLOW METAL FRAME TYPES or7=d2==,,,, @ FULL SIZE DOOR GL4 IHM-3 IHM-4 DOOR SCHEDULE PHASE 1 WT Qty 116AA 2 116AB 2 116BA f- 2 Width Height 7' - 0" 7' - 0" 7' - 0" , 116B B 2 Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" DOOR TYPE Door Panel Type Materia FG2 HM FG2 HM PT FLOOR I DOOR FRAME DETAILS Fire Finish Rating Type Material Finish Head Jamb Threshold Hardware Group Phase Created PT ISF-10 ALM FF E6/7.3d C6/A7.3D1 PHASE 1 Remarks FG2 HM PT FG2 H 116C A 1 3-0' 116D A 1 3' - 0" 1 116E A 3' - 0" 1 3/4" F WD 7-0" r 1 3/4" 117A c 11713 117C 2 F G H J K 117A A 0 118A 2 119A 2 130 A 131 A 1 3/4" 1 3/4" F WD PT FF FF ISF-10 ALM FF ISF-10 HM4 HM1 HM1 ALM FF HM J PT HM PT HM PT E6/7.3d C6/A7.3D E6/7.3d C6/A7.3D1 E6/7.3d C6/A7.3D F3/A7.3D F4/A7.3D F3/A7.3D ,F4/A7.3D /4" WD 1 3/4" 1 3/4" FG2 FG2 WD WD FF FF FF HM PT HM PT 7 - 0, 1 3/4" 1 3/4" 1 3/4" FG2 F HM1 HM PT ISF-18 ALM FF ISF-18 ALM FF HM4 HM PT E6/7.3d C6/A7.3D SF-05 ALM PT E6/7.3d 06/A7.30 PT ,E6/7.3d liC6/A7i3D FF 1E6/7.3d C6/A7.3D FF E6/A7.3d C6/A7.3D HM PT HM PT WD FF 132 A 1 3' - 0" 7-0 133 A 1 3' - 0" 7-0 1 3/4" 1 3/4" 1 3/4" F WD FF F WD FF F WD FF 134 A 1 - 0" 135 A 1 3-0" 136 A 1 3-0" 136 B 1-1 3-0" 7' - 0" 137A 1 3- 0" 137 B 1 3' - 0" 137 C - 0" 137A A 137A 8 1376 A 1378 8 138 A 138 B 139 A 1406 F 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 1/2" 1 3/4" 1 3/4" F WD FF F WD FF F WD FF ISF-10 ALM 45 MIN SF-7 ALM ISF-02 ALM ISF-03 ALM ISF-02 ALM ISF-03 ALM FF E6/A7.3d C6/A7. D PHASE 1 1-• PHASE 1 PHASE 1 PHASE 1 FF E6/A7.3d C6/A7.3D FF E6/A7.3d IC6/A7.3D F WD FF F WD FF OH F 1 3/4" 1 3/4" 1 3/4" F F WD FF WD WD WD WD WD FF FF FF FF FF 1 3/4" 3 - 0" 7 - 0 MARK 100 A 100 B 101 A 1 3/4" 1 3/4" F WD FF F WD FF F WD ISF-02 ALM FF E6/A7.3d IC6/A7.3D 1 ISF-03 ALM fIf- FF 1E6/A7.3d C6/A7.3D ISF-04 ISF-05 ISF-06 HM1 N/A ISF-11 ISF-11 HM1 ALM FF ,E6/A7.3d E7/A7.3D HM PT fE6/A7.3d -1106/A7.3D ALM FF 1E6/A7.3d C6/A7.3D HM PT I F3/A7.3D F4/A7.3D H1/A7.3D K1/7.3D ALM FF E6/A7.3d C6/A7.3D ALM FF E6/A7.3d HM PT F3/A7.3D HMI HM PT F3/A7.3D PHASE 1 PHASE 1 PHASE 1 PHASE 1 [PHASE 1 PHASE 1 PHASE 1 PHASE 1 1PHASE 1 I PHASE 1 --111I I PHASE 1 I PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 !PHASE 1 C6/A7.3D I F4/A7.3D F4/A7.3D r PHASE PHASE 1 PHASE 1 [PHASE 1 ISF-04 ALM FF E6/A7.3d C6/A7.3D HM1 HM PT F3/A7.3D F4/A7.3D ISF-09 ALM FF E6/A7.3d F1/A7.3D FF HM1 HM PT F3/A7.3D F4/A7.3D DOOR SCHEDULE PHASE 2 Qty DOOR Width Height Thickness DOOR TYPE Door Panel Type Material Finish 101 B 102 A 102 B 102 C 10A 104A 105 A 1 106 A 1 107A 1 108 A 1 108 20' - 5 5/8" 10' - 0" 1 3/4" 1 3/4" 1 3/4" 7-03-0 " 1 3/4" 3' - 0" 7' - 0" 1 3/4" 3 - 0 7' - 0" FG2 HM PT FG2 HM PT Fire Rating FG2 "Won -Door" HM PT DOOR FRAME Type ISF-20 ISF-22 Material HM HM Finish PT PT 90 Minute ISF-13 HM 90 Minute Fire Rating F F WD FF WD FF WD FF F WD FF F WD FF 1 3/4" 1 3/4" 1 3/4" 1 3/4" WD FF WD FF WD FF PT ISF-16 HM1 HM1 ISF-24 ISF-09 ALM HM ALM FF PT PT FF FF Head DETAILS Jamb PHASE 1 PHASE 1 PHASE 1 j PHASE 1 Threshold E6/A7.3D C6/A7.3D E6/A7.3D C6/A7.3D E6/A7.3d F1/A7.3D Hardware Phase Group Created PHASE 2 PHASE 2 PHASE 2 E6/A7.3d C6/A7.3D F3/A7.3D F4/A7.3D PHASE 2 Remarks PHASE 2 PHASE 2 PHASE 2 E6/A7.3D IC6/A7.3D E6/A7.3D F1/A7.3D WD FF 1 3/4" WD 1 109 A 1 110 A 3' - 0" 1 7' - 0" 1 3/4" F WD 1 3/4" 0 WD 1115 I 1 3'-0" _11TA A I 1 3' - 0" 1 3/4" NL FF FF FF ISF-18 ISF-23 HM1 ISF-23 ISF-18 ISF-09 ALM 1 FF E6/A7.3D ALM 1 FF E6/A7.3D HM PT F3/A7.30 ALM A A FF FF FF E6/A7.3d E6/A7.3d E6/A7.3d F1/A7.3D F1/A7.3D F4/A7.3D PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 6/A7.3D C6/A7.3D C6/A7,3D PHASE 2 PHASE 2 PHASE 2 HM1 HM WD WD FF FF PT F3/A7. D HM1 HM PT F3/A7.3D F4/A7.3D F4/A7.3D I HM1 HM PT F3/A7.3D MARK 140 A 140 B 140 C DOOR DOOR TYPE Door Panel Qty Width Height Thickness Type 1 3' - 0" T 7' - 0" 1 3/4" 1 3' - 0" I 7' - 0" 1 3/4" 140 D 1 9' - 4" 140A A 1 3' - 0" 140A B 1 ! 3' - 0" 1406 A 1 3' - 0" 1 3/4" NL OH DOOR SCHEDULE PHASE 3 Material Finish WD FF WD FF WD FF 1 3/4" 7' - 0" 1 3/4" HL F WD WD FF FF DOOR FRAME F4/A7.3D PHASE 2 PHASE 2 PHASE 2 I DETAILS Fire Rating Type HM1 I HM1 Material! Finish Head Jamb HM 1 PT F3/A7 3D I F4/A7 3D HM PT F3/A7 3D IfIF4/A7 3D Threshold Hardware Group Phase Created Remarks PHASE 3 PHASE 3 HM1 ALM FF F3/A7.3D F4/A7.3D 1 3/4" F WD FF 146 A 1 3' - 0" 147 A 147 B 148A 1 148 C 1 148B A 150 A 151 A 1 1 3' - 0" 1 3' - 0" 7- 0" 1 3/4" 1 3/4" 1 3/4" 1 3/4" F WD WD WD FF FF FF WD FF 7-0 1 3/4" WD FF HM1 HM1 HM1 ISF-18 SF-18 af HM1 ISF-18 HM1 HM1 PT IF3/A7.30 1F4/A7.3D HM1 PT i F3/A7.3D 1F4/A7.3D H ALM ALM PT FF FF HM PT ALM HM 1 3/4" VL WD 1 3/4" 1 3/4" 152 A 1 3' - 0" 157 A 1 3'-0 158 A 1 159 A 1 159 B 1 160 A 1 1 3/4" 3' - 0" 7' - 0" 1 3/4" 1 3/4" 1 3/4" 1 3/4" F F WD WD WD NL NL F 1 3/4" NL 161 A 3-0 1 3/4" 162 A 7-0" 1 3/4" NL 163 A 1945 164 B 1 1 3/4" NL 167 A 1 168 A 1 169 A 1 3' - 0" 1 3/4" 1 3/4" 1 3/4" 1 3/4" NL FF FF FF FF FF FF FF FF WD FF WD WD WD FF HM1 WD FF WD FF HM1 HM1 SF-18 ISF-13 ISF-18 HM1 HMI SF-03 HM1 F3/A7.3D F3/A7.3D F3/A7.3D F4/A7.3D F4/A7.3D F4/A7.3D FF E6/A7.3d 106/A7.3D I PHASE 3 I PHASE 3 ;PHASE 3 1PHASE 3 PHASE 3 PHASE 3 PHASE 3 PHASE 3 PHASE 3 PT F3/A7.3D F4/A7.3D HM I PT I F3/A7.3D F4/A7.3D HM PT 'F3/A7.3D F4/A7.3D ALM E6/A7.3d C6/A7.3D ALM FF E6/A7 3d 106/A7.3D ALM FF ,E6/A7.3d 106/A7.30 HM r PT F3/A7.3D 1F4/A7.3D HM ALM HM PT FF PT F3/A7.3D PHASE 3 PHASE 3 PHASE I PHASE PHASE 3 F4/A7.3D F3/A7.3D F4/A7.3D FF ISF-18 FF HM1 WD FF WD FF ALM FF E6/A7.3d C6/A7.3D HM PT F3/A7.3D 1F4/A7.3D HM I PT F3/A7.3D F4/A7.3D HMI HM I PT 163/A7.3D F4/A7.3D HISF-18 ALM FF E6/A7.3d ISF-18 ALM FF E6/A7.3d PHASE 3 IPHASE 3 PHASE 3 PHASE 3 PHASE 3 C6/A7.3D C6/A7.3D ISF-18 ! ALM FF E6/A7.3d C6/A7.3D !PHASE 3 !PHASE 3 iPHASE 3 PHASE 3 PHASE 3 PHASE 3 PHASE 3 214 FG 1INTERIOR DOOR TYPES X 14 1-0''@ FULL SIZE 4 WT 1406 I NL GL4 TYPICAL IF, _F F FFFFF: OH DOOR SCHEDULE PHASE 1 DOOR DOOR TYPE Qty Width 141 A 1 142 A 143 A 144 A 148 B 150 B 164 D 228 A 229 A 230 A 231 A 232 A 233 A 234 A 235 A 2 1 1 3' - 0" 1 1 1 1 7' - 0" Height Thickness Door Panel Type Materia DOOR FRAME Fire Finish :Rating Type Material 1 3/4" WD FF HM1 7' - 0" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 1/2" 1 7' - 0" 1 - 0" 3' - 0" 235 8 1 235A A 1 235A B 1 2358 A 2356 B 236 A 236 B 237 A 1 238 A 1 3'- 0" 2388 1 3' - 0" 240 A 2 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" FD WD WD WD WD FF -if HM1 FF HM1 FF HM1 FF WD WD OH FF FF HM HM HM HM Finish PT PT PT PT HM1 HM PT ISF-18 ALM FF ISF-18 ALM FF N/A WD WD FF FF WD FF DETAILS Head Jamb Threshold F3/A7.3D F3/A7.3D F3/57.3D iF4/57.3D F3/A7.3D I F4/A7.3D F4/A7.3D F4/A7.3D Hardware Group Phase Created Remarks PHASE 1 PHASE 1 PHASE 1 PHASE 1 F3/A7.3D I4/A7.3D ISF-02 ALM FF JE6/A7.3d 06/A7.3D1 ISF-03 ALM FF E6/A7.3d E7/A7,30 ISF02 ALM FF WD WD WD FF FF FF E6/A7.3d 06/57.3D1 ISF-03 ! ALM FF E6/57 3d F1/57 3D ISF-02 1 ALM FF E6/57.3d 06/57.3D ISF-03 ALM 1 3/4" WD FF 1 3/4" 1 3/4" 1 3/4" 1 3/4" r! F 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" WD WD WD WD FF FF FF FF ISF-04 ALM ISF-06 ALM FF FF FF E6/A7.3d C6/A7.3D PHASE 1 PHASE 1 PHASE 1 PHASET PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 E6/A7.3d E6/A7.3d E7/A7 3D C6/A7,3D PHASE 1 PHASE 1 8M1 HM PT F3/A7.3D F4/A73D ISF-11 ALM FF E6/A73d ,06/A7.3D I00-18 ALM FF PHASE 1 PHASE 1 F WD FF 8M1 ff_ HM PT F3/A7.30 I F4/57.30 F WD FF HM1 HM PT F3/57.3D I F4/A7.3D F WD FF HMI HM PT F3/A7.30 F4/A7.3D F WD FF , i ISF-04 ALM FF E6/A7.3d 06/A7.3D E6/A7.3d 06/A7.3D WD WD /4" 1 3/4" 242 A 1 3' - 0" 243 A 1 1 3' - 0" 1 3/4" 1 3/4" 1 3/4" FD F F WD WD WD WD WD FF , , ISF-04 ALM FF FF r , ISF-09 ALM FF PT r 1SF-35 ALM III FF FF ' ' 8M1. HM PT PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 E6/57.3d I 06/A7.3D E6/A7.3d I E7/57.3D F3/A7,3D IF4/57.30 FF ISF-09 ALM FF E6/57.3D IF1/A7.30 FF HM1 HM PT F3/A7.3D 1F4/57.3D FF I HM1 HM PT 53/A7.3D IF4/A7.3D PHASE PHASE 1 DOOR SCHEDULE PHASE 2 DOOR DOOR TYPE Door Panel MARK Qty Width Height Thickness Type 1118A 1 3-0" 1 3/4" F 111CA 1 1 1 3/4" 112 A 1 1 3/4" 113A 1 113 B 1 DOOR FRAME Fire Material Finish Rating Type Material Finish Head DETAILS Jamb WD FF HM1 WD FF HM1 WD FF HM1 1 3/4" 1 3/4" 113BA 1 208 A 11 3' - 0" 2095 1 3' - 0" 209 8 1 3' - 0" 210 A 1 1 211 A I 1 FG2 WD HM 1 3/4" 5 WD 1 3/4" F WD 1 3/4 F WD 1 3/4" 1 3/4" 1 3/4" 1 3/4" 2128A 1 1 3' - 0" 7' - 0' 1 3/4" 312 A 2 3' - 0" 1 3/4" 312 B 2 312 D 2 312 E 312 F 2 1 3/4" 1 3/4" 1 3/4" WD WD WD WD WD HM HM HM PT PT PT F3/A7.3D 'F4/A7.3D 03/A7.30 F4/57.3D Threshold F3/A7.30 F4/A7.3D FF HM1 PT ISF-15 FF HM1 FF ISF-16 FF FF FF FF FF FF HM PT F3/A7.3D ALM FF E6/57.3d F4/A7.3D 6/A7.31) HM PT ,F3/A7.30 ,F4/A7.3D ALM FF I E6/A7.34 I 06/A7.3D HMI HM PT F3/A73D 1F4l573D ISF-17 ALM FF E6/A7.3d ISF-17 ALM SF-16 ALM HM1 HM FF E6/A7.3d FF E6/A73d PT Fl/A7.3D C6/A7.3D F1/A7.3D F3/A7.3D F4/A7.3D 5132 HM PT FD FD HM PT WD FF WD 1 3/4" 313 A 2 3 - 6 313A A I 1 3-0 313A B j 1 3-0 7' - 0" FG2 HM 1 3/4" LD1 WD 1 3/4" HL WD 1 3/4" HL 45 MW HM1 HM OF -7 ALM HM4 HM PT FF PT FF PT HM1 HM1 HM HM PT PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 Hardware Group Phase Created Remarks PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 F3/A7.3D 1F4/57.3DJ E6/7.3d 06/A7.3D PT SF-10 ALM FFI E6/7.3d 45 MIN F-1 ALM f PT FF FF C6/A7.3D 8M1 HM I PT HMI HMI PT PHASE 2 THASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 04Agti PHASE 2 ifOR CD:: COffTLIANCE AFFRUVED JAN o 4 2513 City of Tukwila URI:NG DIV12.10 RECEIVED CITY OF TUKWILA OCT 0 9 209 PERMIT CENTER DOOR & FRAME TYPE LEGEND DOOR TYPE DESCRIPTION FLUSH D FLUSH DOUBLEDT FLUSH DOUBLE TALL LDI TVVO LITE DOUBLE TYPE I 22 TWO LITE DOUBLE TYPE 2 FL FULL IE- LD FULL LITE DOUBLE HL HALF LITE = OVERHEAD DOOR TYPE I 002 OVERHEAD DOOR TYPE 2 CD COILING DOOR VL VISION LITE MATERIAL DESCRIPTION ALM ALUMNUM HM HOLLOW METAL WO WOOD FrisH DESCRIPTION F FACTORY FINISH PT PAINT 1 1ADDE0000 1 - PERMIT REVIEW 91718 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District • - •,, ••••: .,,, • • • • • 5098,061. . : "FF. • • • Drawing 0,110 DOOR SCHEDULE Dete 10.01.2018 Revised Stamp 5932 REGISTERED Alic761...., I 02'1"14 INMALS 10mj0d N° 16.08 Sheet No. A7. OA 21\ of 170 A 1 3' - 0" 1 3/4" 1 3/4" WD FF WD FF ISF-18 ALM 50 E6/57.3d 06/57.3D PF-18 ALM ± FF IE6/57.3d 06/57.3D PHASE 3 PHASE 3 0100 ARCHITECTS, 10, 8 9 A B DOOR SCHEDULE PHASE 4 DOOR DOOR TYPE MARK Qty Width 30D A Height Thickness Door Panel Type ateria 202 A 1 3/4' Finish Fire Rating DOOR FRAME Type Material DETAILS Finish Head F WD FF 300A A 2 7' 0" 300A B 2 1 3/4" FG2 H PT HM1 45 MIN SF-7 1 3/4" 1 FG2 300A C 2 3'-0' 1 3/4" FG2 HM J PT HM j PT 300A D 2 __._ . .. 300CA 11 it 300C B 300E A 300E B 1 3/4' FG2 HM 300F A 305 A 313 H 2 2 2 13/4" NL WD PT FF HM ALM SF-7 : ALM ISF-27 ALM ISF-27 # ALM HM1 # HM PT 1 FF JE6/7.3d FF E6/7.30 FF FF PT E6/7.3d E6/7.3d F3/A7.3D Jamb Threshold Hardware Group Phase Created Remarks C6/A7.3D C6/A7.3D 1 C6/A7.3D C6/A7.3D F4/A7.3D PHASE 4 PHASE 4 PHASE 4 PHASE 4 1PHASE 4 PHASE 4 PHASE 4 PHASE 4 PHASE 4 0" T - 0" 1 3/4" 0" 7' - 0" -- 1 3/4" 3131 2 ( 3'-0' 313 J 2 313 K 2 FG2 HM PT FD WD FF 7' 0' /4" FG2 3/4" 3/4" FG2 FG2 H HM PT PT HM 3 337 C� 1 _ 1 3/4" MARK FG2 N HM PT WD FF HM4 HM PT E6/7.3d C6/A7.3D HM1 HM 1 PT IF3/A7.3D F4/A7.3D_ FF IE6/7.3d ]C6/A7.3D ISF-10 ALM FF 1E6/7.3d IC6/A7.3D ISF-10'1 ALM ISF-10 ALM ' FF 1E6/7.3d IC6/A7.30 ALM 1 FF 1E6/7.3d 'A6/A7.30 HM 1 PT IF3/A7.3D IF4/A7.3D ISF-10 HM1 PHASE 4 PHASE 4 PHASE 4 PHASE 4 PHASE 4 PHASE 4 PHASE 4 PHASE4 Width DOOR SCHEDULE PHASE 5 DOOR DOOR TYPE DOOR FRAME Heigh Thickness 120 A 121 A 122 A Door Panel Type Materia 123AA 123B A 125 A L00 A 200E A 200C A 200D A 2 3'-0 0 201 A 201 B 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" F F 3/4" FG2 WD WO WO WD WD WD HM /4 1 3/4 F WD F WD Finish FF FF FF FF FF FF PT FF FF Fire Rating Type Material Finish Head DETAILS amb ISF-03 :," ALM FF _._ ISF-02 I ALM FF ISF-02 1 ALM ISF-02 ISF-24 HM1 HM1 E6/A7.3d Hardware Threshold Group Phase Created Remarks PHASE 5 C6/A7.3D E6/A7.3d C6/A7.3D PHASE 5 PHASE 5 FF 'E6/A7.3d ALM FF E6/A7.3d ALM FF E6/A7.3d HM PT IF3/A7.3D HM j PT 1E6/7.3d ISF-03 ISF-02 /4 3/4 1 3/4" F WD F WD F WD FF FF FF 201AA 1 201AB 1 3'-0" 2016A 1 3'-0" 216A 1 1 3/4" HL 1 3/4" 1 3/4" 7'-0" 13/4" F_ HL F WD FF WD FF WD FF WD FF 217A I 1 218 AI 1 219A '� ...1 223A A_ 223A B 2238 A 1 223B B 1 224 A 1 3/4" F 3 - 0" 3'-0" 3'-0" 225 A /4' 1 3/4" WD FF WD FF WD FF 1 3/4" 1 3/4" WD j FF WD ISF-09 ISF-36 ISF-36 HM4 HMI HM4 C6/A7.3D C6/A7.3D C6/AZ3D F4/A7.3D C6/A7.3D PHASE 5 PHASE 5 _.. PHASE 5 PHASE 5 PHASE ALM FF E6/A73d C6/A7.3D ALM FF E6/A73d 106/A7.30 ALM FF E6/A73d 11-C6/A7.3D ALM 1 FF E6/A7.3d 1C6lA7.3D ALM i FF HM 1 PT H HM PT PT E6/A7.3d F3/A7.3D F3/A7.3D F3/A7.3D C6/AZ3D F4/A7.3D F4/A7.3D F4/A7.3D PHASE 5 PHASE 5 PHASE 5 PHASE 5 PHASE 5 PHASE 5 PHASE 5 PHASE 5 ISF-02 ISF-02 ISF-02 ISF-02 ISF-02 FF 1 3/4" 1 3/4" 7'-0" 13l4" 13/4" 227 A 244 A 1 244 B_ 1 244A A 1 244A B Ir 1 244E AI[.. 1 245 A 1 246 A 1 246 B 1 247 A 1 310A 1 311 A 1 1 3/4" 1 3/4" F 1 3/4" 1 3/4" 1 3/4" 3/4" WD WD WD WD WD WD WD FF FF FF FF FF FF FF ISF-03 ISF-03 ISF-02 ISF-02 I ISF-03 1.ISF-18 HM1 ALM ALM ALM ALM ALM ALM ALM ALM ALM ALM ALM HM WD WD WD FF FF FF ISF-18 ALM HM1 HM HM1 HM 7'-0" 7 _0; /4' 1 3/4" WD FF WD ( FF 3/4" 1 3/4" 1 3/4" 7'- 0" 1 1 3/4" TL WD FF WD FF WD F WD FF FF ISF-03 ISF-16 ISF-17 HM1 ALM ALM ALM HM FF FF FF E6/A7.3d C6/A7.3D E6/A7.3d .C6/A7.3D E6/A7.3d C6/A7.3D FF 1 FF E6/A7.3d C6/A7.3D FF-1E6/A7.3d ,C6/A7.3D PHASE 5 1 PHASE 5 PHASE 5 FF 'IE6/A7.3d IC6/A7.30 FF E6/A7.3d IC6/A7.30 FF E6/A7.3d C6/A7.3D FF IE6/A7.3d C6/A7.3D FF PT FF PT F3/A7.3D 4F4/A7.3D (PHASE 5 PHASE5 J PHASE 5 PHASE 5 PHASE 5 PHASE 5 PHASE 5 PT F3/A7.3D FF E6/A7.3d FF IE6/A7.3d FF E6/A7.3d F4/A7.3D C6/AZ3D C6/A7.3D 1 C6/A7.3D I PHASE 5 PHASE 5 1 PHASE 5 1PHASE 5 PT ISF-16 ALM FF E6lA7.3d 106/A7.3D PHASE 5 1 PHASE 5 PHASE 5 PHASE 5 PHASE 5 HM1 HM PT HM1 1 HM PT PHASE 5 PHASE 5 DOOR SCHEDULE ALTERNATES DOOR MARK Qty Width Height Thickness 3�6A 1 3'-0" 7 0" 13/4" DOOR Door Panel Type F PE Material WD Finish Fire Rating DOOR FRAME Type FF 1 H Material Finish HM PT Head DETAILS Jamb Threshold Hardware Group Phase Created Remarks Alternate COD-7 CC: S..i.,ANCE A'r'"INOVED JAN 04 2013 City of Tukwila BULGING DIVISION RECEIVED CITY OF TUKWILA OCT 092 A PERMIT CENTER 1 ADDENDUM 1- PERMIT REVIEW NUMBER 1 DESCRIPTION 9/1T/16 DATE L DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB W//I5n91on 98402'i. Stamp 5932 REGISTERED jA9C RCHITE 1LEE RAYMONUFENTON 1 STATE OF WASMNGTON BLRB ARCHITECTS, P.S. A B C D E F Door 1 MARK Qty Width 114E 2 3'-0" DOOR Door Height Thickness 1 3/4" DOOR SCHEDULE EXISTING DOOR TYPE Door Panel Type FD 1 WO FF Material Finish Fire Rating 115AA 0 3'-0" 115A B 119 B 124 A 126 A 126B I 1 126A A ! 1 126A B 127 A 127 B 127A A 127A B 1 3/4" 1 3/4" FG2 1 HM PT FG2 HM PT DOOR FRAME Type HM1 SF-05 SF-05 aterial HM ALM ALM DETAILS Finish Head Jamb PT 1 PT E6/7 3d C6/A7.3D PT E6/7.3d C6/A7.3D 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3' 0" 17 0' F WD F F 1 3/4" HL 1 3/4" 4' F WD WD WD WD WD WD 128 A 128 B 129 A 1406 B 154 A 65 A 66 A 200A A 200D B 200E A 202 B 202 C 202 D 213 A 1 3'-0 3-0 3/4" 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" -0 0 1 3/4" F F WD WD WD FF FF FF FF FF FF FF FF FF FF HM1 HM HM1 HM PT PT HM1 HM PT HM1 HM PT HM1 HM PT HM1 HM PT HM1 HM PT WD FF HM1 HM PT 1 3/4" T-0' 214A 1 214,__ 1 215 A 1 215A A 215A B 219B A 220 A 221 A 226 A 301 A 302 A 9'-0" 9'-0" -0" 7'-0" 3/4" FG 1 3/4" F WD WD_ WD HM WD WD 1 3/4" F WD 1 3/4" HL WD 1 3/4" VL WD 13/4" F 1 WD Coiling Door! SS Coiling Door! SS 1 3/4" F 1 3/4" HL 1 3/4" F 13/4" HL 1 3/4" 1 3/4" 1 3/4" F F FF FF FF PT FF FF FF FF FF FF FF FF WD FF WD FF HMI HM1 HMI HM1 HM1 HM HM1 ( HM A # HM HM PT PT Hardware Threshold Group PT HM1 i HM PT PT PT PT'__._.._...._.......;. WD J FF WD FF WD FF WD FF F WD FF HM1 HM HM1 HM IHM1 HM HMI HM HM1 ; HM N/A 1___ N/A N/A N/A HM1 £ HM PT PT PT L— PT ........ PT N/A N/A PT HM1 i HM PT Phase Created Remar ks Existing Existing Existing Existing Existing Existing (Existing Existing I Existing ('Existing Existing Existing Existing Existing !Existing Existing Existing Existing Existing HM1 HM PT HM1 HM PT HM1 HM £ PT H HM PT /4' F WD 3'-5" 17'-5" /4" F WD /4" 1 3/4" H F 3'-0„ IT- 0,' 304 A 2 305A A 306 A 2 1 3/4' 1 3/4" 1 3/4" F F F 306 B 2 6' 306 C 2 306 D 2 306E 2 306A A 1 306A B 1 1 3068 A 1 3068 B 1 307 A 307E78 A 307C A 307C B 307D A 3'-0 307E A 307E B 307F A 307F B 307H A 3071 A 308 A 1 1 1 2 1 2 77 7'-0 1 3/4" 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3/4" 1 3/4' 1 3/4" 1 3/4" 1314" -0' 17'-0"..._i 13/4" - 0" 17' - 0" 1 3/4" 3'-0" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3' - 0' 308 B 1 3/4" 1 3/4" LD1 D FF FF FF WD FF WD FF HM PT WD HM LD1 HM LD1 LD1 ........ LD1 F HL F F F F FD F HM WD WD WD WD WD WD WD WD WD WD WD WD WD WD FD WD WD WD 308B8; 1 308E A '', 1 c, 308E 8 1 308F A 308J A 308J B 309 A 309 B 310 B 1 3/4" 1 3/4" 1 3/4" 17'- 0" 1 1 3/4" 1 3/4" HL F WD WD WD WD WD FF PT PT PT PT PT FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF FF HM1 HM1 HM PT HM PT HM1 HM PT HM1 HM HMI HM HM1 HM HM4 HM HM1 HM HM4 HM 1 HM4 HM HM4 HM HM4 HM HM4 HM1 HM1 I IM1 HM1 PT PT PT PT PT PT PT PT PT HM HM HM HM HM PT PT PT PT PT HM1 HM PT HM1 HM HM1 HM HM1 HM HM1 HM1 HM1 HMI HM1 HM1 HMI HM1 HM1 HM1 HM1 HM1 HM1 HM HM HM HM HM HM HM HM HM Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing !Existing ! Existing ;Existing PT PT PT PT PT PT PT PT PT PT PT PT !Existing Existing Existing Existing Existing Existing Existing Existing Existing !Existing Existing !Existing Existing Existing (,Existing Existing Existing Existing HM HM PT PT HM PT HM PT HM1 HM PT 7'- 0" 1 3/4" F 1 3/4" F 3'-0" 1 1 3' - 0" 310A A 310A 6 311A A 311A B 312 C H K WD FF HM1 H WD WD 7'- 0" 1 1 3/4" F WD 1 3/4" F WD 1 3/4" --- 1 3/4" 1 3/4" F 13/4" FD FF FF FF FF PT HM1 HM 1 PT HM1 HM PT HM1 ! HM PT Existing Existing Existing Existing Existing Exis Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing HM1 { HM PT WD WD WD WD FF FF FF FF .........i HM1 ( HM I PT HM1 HM PT HM1 HM PT HM1 HM PT Existing Existing Existing Existing Existing MARK Qty 1 2 314 A 314 B 315 A E 315A A 1 31 5B A 315B B 315C A DOOR DOOR PE Door Door Door Panel Width Height Thickness Type Materia 13/4 ! HL ! WD Coiling Door} SS 1 3/4" HL —1 WD 316A 1 317A 2 3178 1 3' - 6'1 I7'_ 0" 6" (7'-0" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" F WD HL WD NL WD HL WD F WD F WD F WD 317A A 3176 A 318 A 319 A 3198 319A A 3'_0" 17'-0" 1 3/4" 1 3/4" 1 3/4" NL WD NL WD DOOR SCHEDULE EXISTING DOOR FRAME DETAILS Fire Finish Rating Type' Material'', Finish FF HM1 '! HM PT FF N/A N/A N/A PT._.._..'i HM1 1 HM PT FF FF FF FF FF PT FF FF NL WD FF HMI 1 HM HM HM HM HM1 HMI HMI HAM HM1 HMI HMI HM HM HM HM HM HM HM PT PT I PT I PT PT PT PT PT Head Jamb Thres old Hardware Group Phase Created Existing Existing Remar ks Existing Existing Existing Existing Existing lExisfing lExisting Exisfing Existing 2 96 A 9C A 3- 6" '17' - 0" 1 3/4" 0" 17'- 0" r 1 3/4" 6" I7-0" 6" 117' - 0' /4 3/4 3/4 F F WD PT HM HM PT 319D A 320 A 320 B 1 321A 1 321AA 1 322 A 1 322A A 1 323 A 323 B 323 C 3'-0" I7'-0' 2 324 A 324 B 325 A 326 A 326A A 3266 A 326B B 2 4'- 10" 3'-6" 3'- 0" 17'-0" 111' -10" 1 3/4" 1 3/4" 1 3/4" 1 3/4 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3/4" NL F F F F F WD FF HM HM PT WD WD WD WD WD FF HM HM PT FF FF FF FF HM1 HMI HM HM HM PT PT PT HM1 HM PT WD WD WD FF HM1 HM PT FF HM1 HM PT FF WD FF WD FF WD D F WD FF VVD FF HM1 HM PT HMI HM HM1 HM HMI HM HM4 HM HMI —NM HM1 HM 7'-0' 3/4 3/4 FD WD FF WD 0" 7'-0' 7'- 0" 326C A 327 A 328 B 328A A 2 3'-0 3/4 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" WD WD WD F WD FD2 WD WD 329 A 1 331AA 1 332 A 332 B 332 C 2 3'-0 3'-0 1 3/4" 1 3/4" HL HL VVD WD 2 3'-0 2 3'-0 7'-0' 1 3/4" 3/4" 1 3/4" 1 3/4" NL FD FD FD WD VVD WD WD 332 D 333 A 333 B 2 2 3'- 0" 2 1 3'-0" 333A A 334 A 335 A 335A A 336 A 336 B 336 C 336 D 336 E 3'-6 7'-0" 4'-0" 336A A 3'-0 337 8 337 D 337E 337 F 337A A 338 A 338 B 339 A 342 A 2 3/4' 3/4" 1 3/4" 1 3/4" 3/4" 1 3/4" 1 3/4" 1 3/4" FD WD FG2 HM FG2 HM FF FF FF FF FF FF FF FF FF FF FF FF PT PT 1 HM1 1 HM1 1 HM1 1 HM1 1 HM1 HM1 HM1 HM HM PT PT PT PT PT PT PT PT HM PT HM HM Existin Existing Existing EMsting EMsting Existing Existing Existing Exisfing Existing Existing Existing PT PT HM PT ALM PT HM PT HM HM H 1 PT HM HM r PT HM HM PT Existing Existing IEMsfing EMisting Existing rMsting Existing Exisfing lExisting Existing HM1 I HM PT HM1 1 HM PT HM1 1 HM PT 1 45 MIN SF-7 1 ALM FF 1E6/7.3d • WD FF VL WD FF WD FF WO FF WD PT Coiling Door SS 1— FF Coiling Door SS Coiling Door SS Coiling Door SS 1 3/4" WD HMI HM PT Existing Exisfing Existing FF FF FF FF HM1 HM PT HM1 HM HM1 HM HMI HM N/A HM1 PT N/A N/A N/A Coiling Door SS FF Coiling Doori SS FF Coiling Door, SS FF HM1 HM PT Existing Existing Existing Existing [1 Existing Existing Existing Existing Existing EMsting 1 3/4" 1 3/4 1 3/4" 1 3/4" F 1 WD FF • WD FF WD HM WD FF PT FF 343 A B174 7'-0 3/4" WD FF B174A 8180 8180A B192 ; B193 HMI HM PT HM HM4 71 HM1 HM1 1 HM HM HM HM HM PT PT lExisting I Existing Existing Existing Existing Existing Existing PT PT PT WD WD FF HM1 A HM PT HM I PT Existing Existing Existing Existing EMsting lEMsting City of Tukwila BUILLI:NG DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 VA PERMIT CENTER NUMBER DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250 Punka. Dpwin9 TEN, DOOR SCHEDULE Date 0.01.2018 5932 C- I 1, REGISTERED ARSNaEcTd LEE ,4 MOND 2ENTON \ STATE OF WASHINGTON Sheet No, A7.0C: BLRB ARCHITECTS, PC, 2 3 4 5 7 8 A B EXTERIOR OPENING SCHEDULE MARK PHASE DESCRIPTION SF-01 IPHASE 1 IALUMINUM FRAMED STOREFRONT SYSTEM SF-02 IPHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM ISF-06 1SF-07 :SF-08 IPHASE1 PHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM 6'- 4 -6 PHASE 2 ALUMINUM FRAMED STOREFRONT SYSTEM PHASE4 ALUMINUM FRAMED STOREFRONT SYSTEM I23'-91/2" PHASE ALUMINUM FRAMED STOREFRONT SYSTEM :SF-10 PHASE i [ALUMINUM FRAMED STOREFRONT SYSTEM PHASE2 ALUMINUM FRAMED STOREFRONT SYSTEM ISF-10A F-- :SF-tOC PHASE2 ALUMINUM FRAMED STOREFRONT SYSTEM__ SF-11 PHASE 2 ALUMINUM FRAMED STOREFRONT SYSTEM SF-12 PHASE 2 ALUMINUM FRAMED STOREFRONT SYSTEM SF-13 PHASE (ALUMINUM FRAMED STOREFRONT SYSTEM SF-14 1PHASE1 ALUMINUM FRAMED STOREFRONT SYSTEM 122'-107/8 2'-6" _1........ ___ SF-15 :PHASEi ALUMINUM FRAMED STOREFRONT SYSTEM Unconnected Base Offset Height Area 0' 0' 0' 6' 3 SF 05 5F 40 Gammen 7 SF 41 SF 02 SF 40 .40 80 SF 1 SF-16 I PHASE1 ALUMINUM FRAMED STOREFRONT SYSTEM SF-17 ',PHASE( I ALUMINUM FRAMED STOREFRONT SYSTEM SF-18 IPHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM SF-19 I PHASE1 ALUMINUM FRAMED STOREFRONT SYSTEM ISF-20 !PHASE 1 LUMINUM FRAMED STOREFRONT SYSTEM ISF-21 :PHASE4 ALUMINUM FRAMED STOREFRONT SYSTEM 1, SF-22 PHASE 4 ALUMINUM FRAMED STOREFRONT SYSTEM ISF-23 PHASE4 IALUMINUM FRAMEDSTOREFRONTSYSTEM 'ISF-24 PHASE4 IALUMINUM FRAMED STOREFRONT SYSTEM ISF-25 PHASE1 (ALUMINUM FRAMED STOREFRONT SYSTEM ISF-26 PHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM 1SF-27 :PHASE 1 :ALUMINUM FRAMED STOREFRONT SYSTEM SF-28 1PHASE1 (,ALUMINUM FRAMED STOREFRONT SYSTEM SF-29 !PHASE 1 IALUMINUM FRAMED STOREFRONT SYSTEM SF-30 ;PHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM SF-31 iPHASE1 ALUMINUM FRAMED STOREFRONT SYSTEM 2'-6 1 SF 3'-6" 1122 SF 112`-0" 1101 SF 40 40 40 40 19'-T 6'-715/16" 9150 SF 0'-8' /4 2'-6" 2'-6" '-._.. i6'-6 Jig' 0" I46' - 01/4" 45' .SF-31 OPP ,PHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM ISF-32 [PHASE 1 IALUMINUM FRAMED STOREFRONT SYSTEM iSF-33 PHASE 2 [ALUMINUM FRAMED STOREFRONT SYSTEM ISF-34 PHASE 'ALUMINUM FRAMED STOREFRONT SYSTEM ISF-35 PHASE2 [ALUMINUM FRAMED STOREFRONT SYSTEM SF-36 PHASE2 ;ALUMINUM FRAMED STOREFRONT SYSTEM :2'- 6" 0 6 61 SF 43 SF 40 1 40 40 40 40 40 .40 40 9. 6" BSF 52 8F 66 SF .40 40 40 428 SF 40 .40 9'-0 40 40 40 23 SF 40 4 - 6" 2'- 6" '-13/4' 18'-0" 0 7/8 0" 6'-6 44 SF 44 SF 22 SF 35 SF 93 SF 40 140 SF-37 ,IPHASE4 [ALUMINUM FRAMED STOREFRONT SYSTEM i 109.6" SF-38 PHASE ALUMINUM FRAMED STOREFRONT SYSTEM '6'- 0" 0 0" 110 - 6" SF-39 PHASE 2 ALUMINUM FRAMED STOREFRONT SYSTEM SF-41 PHASE 1 SF-42 IPHASE 1 ALUMINUM FRAMED STOREFRONT SYSTEM ';11' -10 3/16 0" IS' 0 93 SF 6 61 SF 110 SE 1245 SF ALUMINUM FRAMED STOREFRONT SYSTEM 5' 6'' 2 6" SF-43 :PHASE 1 SF-44 1, PHASE 1 SF-45 IPHASE 1 SF-46 PHASE2 ALUMINUM FRAMED STOREFRONT SYSTEM 7/8' 2'-6 ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM I,SF-47 PHASE4 ISF-48 PHASE4 ;ISE-E47 Existing Grand total: 101 ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM I10' - 0 3/16" 20'-8 0'-0" :23'-3" 1176 SF F'=6 11P-6" 23 SF 88 SF 61 SF .40 .40 40 40 .40 40 .40 40 .40 40 ...........40 L4 400 COFOR c_ CC':JF DANCE Afr't-i:8+V ED J 904299 City of Tukwila BUILC,f9G DIVISIO RECEIVED CITY OF TUKWILA OCT 09 2ui3 PERMIT CENTER 1 /ADDENDUM1- PERMIT REVIEW :NUMBER: DESCRIPTION ; DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ` t'L o9846 Drawng Title: EXTERIOR OPENING SCHEDULE Stamp 5932 S REGISTERED 1 ARi 0I0U0 LEE RdYMOND FENTON 1 STATE OF 8189HI00IDN i BLRB ARCHITECTS, P.S. 5 6 7 9 GENERAL NOTES A B C D E FINISHED_ FLOOR // scnEeiaE "'I G HM-1 B1 EXTERIOR FRAME TYPES )0' 1" 1l4, 1'00" @ FULL SIZE FINISH FLOOR FINISH FLOOR FLOOR /081416.SCD F EXTERIOR DOOR TYPES ® 1/4"-1',0.@FULL SIZE 085113.MCP 0 88000.IG GL �085113MCP SFA/ %6EXTERIOR OPENING TYPE SF-01 i. .,, 114"=I'-0'@FULL SIZE —1-1' -11 112" 085113.MCP 088000.IG EXTERIOR OPENING TYPE SF-06 F.imsP2= 114 -1.0 @FULL SIZE 2 SEE DOOR -rr -_.ULE..._.. SCHEDULE HM-2 HM-3 FG2 088000.TG NL FINISH FLOOR 088000.TG 081416.SCD -085113.MCP 088000.IG GZ EXTERIOR OPENING TYPE SF-02 114"= t'-0"@ FULL SIZE FINISH FLOOR EXTERIOR OPENING TYPE SF-07 FaxeceF=.1 1l4"=1'-0`@FULL SIZE FINISH FLOOR A7. 3A � 085113 MCP 088000.IG CG4 EXTERIOR OPENING TYPE SE-03 ® 1l4'=1'-0°@ FULL SIZE FINISH FLOOR A7 EQ E 083813.T--� 08000070 093813.50—\ FINISHED FLOOR OD1 it-1 GARAGE DOOR TYPES e,® 114"=i'-P'@FULL SIZE GL4 TYPICAL 088000.TG 083613.T 083613.S 2 OD2 FINISHED FLOOR 0— EXTERIOR OPENING TYPE SF-04 ® r 1/4"=1'P'@FULL SIZE SF OB'' EXTERIOR OPENING TYPE SF-08 J� ® FULL SIZE EXTERIOR OPENING TYPE SF-05 1t4"e 1,1"@FULL SIZE CODE CC a- _IANCE AF'rR:i'vED Jr;N 04 2C19 City of Tukwila BUILCENG DIVISION RECEIVED CITY OF TUKWILA OCT 092°,19 PERMIT CENTER 1. SEE A7 SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2. SEE A3 SERIES FOR COLORED LOCATION OF OPPERABLE WINDOW FRAMES KEYNOTE LEGEND 001416.SCD SOLID CORE DOOR 083611SD SECTIONAL DOOR 083613T TRACK 085113 MCP MULLIONS & COVERPLATES 088000.IG INSULATING GLASS 088000.TG TEMPERED GLASS GLASS TYPE LEGEND NOTE' SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS GLASSTYPE DESCRIPTION GL2 GL4 GL5 MONOLITHIC - LAMINATED INSULATING - TEMPERED INSULATING - TEMPERED/LAMINATED SUB -NOTES (SO) SAFETY GLAS 1 ADDENDUM 1 - PERMIT REVIEW 9117r18 NUMBER DESCRIPTION DRAWING REVISIONS DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB � Drawing Title, EXTERIOR OPENING TYPES RAEGIRCTESTSTERED LE RAYMMOND ENTO�' ET8 ONDHNGTON BLRB ARCHITECTS, P.S. 2 4 6 7 8 8 GENERAL NOTES '30/2018 3:25:45 PM A B C FINISH FLOOR GLO GOO 14'-23/8" EO --085113.MCP 088000.IG GOO GLa GOO GLO D B1i, EXTERIOR OPENING TYPE SF-10 �B2v EXTERIOR OPENING TYPE SF-1OA 1l4'"=1'-0"@FULL SIZE 1/4"=1'-0"@FULL SIZE u1Eu0' 1" 2" .. 4• E G FINISHED_ FLOOR E1 EXTERIOR OPENING TYPE SF-13 —....... 1 114,1-0"0 FULL SIZE FINISH - FLOOR 22'-51/4" 6' -- �— 085113.51CP / 088000.IG / GLo GLO 5 uFul GLO oLa EXTERIOR OPENING TYPE SF-10B PH-555{=91/4"=1'0"@FULL SIZE FINISHED FLOOR E3 EXTERIOR OPENING TYPE SF-14 = 1/4"=10'@FULL SIZE 2'-7" l'SF-F1'118 H G1 EXTERIOR OPENING TYPE SF-18 F.9 1/4"=1'-0"@FULL SIZE FINISH FLOOR 085113 MCP 088000. IG 45' - 95/8" FINISH FLOOR 2'-8" f 085113.MCP 088000.IG / OPENING TYPE SF-19 G1 F 1 1/4'"1',0 @FULLSIZE 5' - 95/8" G. 5'-0" G. GOO GLO GLO EXTERIOR OPENING TYPE SF-23 —085113.MCP —085000.IG @ FULL SIZE S y 085113.MCP 088000.IG --088000 TG b'-I0d 4 EXTERIOR OPENING TYPE SF-10C /6 EXTERIOR OPENING TYPE SF-11 = ; 1/4-1-0@FULLSIZE �ES FINISH FLOOR m 1/4"=1'A"@FULL SIZE F3� AT.3J FINISH FLOOR GOO GM 4 JL—__-__.II=J 415 4 GL5 I GL5 iSF-18 E5/ EXTERIOR OPENING TYPE SF-15 `J ® 1/4"=1'A`@FULL SIZE FINISH FLOOR EXTERIOR OPENING TYPE SF-20 e-.ca 1/6'=1'-0"@FULL SIZE FINISH. FLOOR FINISH FLOOR 085113.MCP /r-088000.IG tu 12'-3" 085113.MCP 088000.IG o FINISH FLOOR } /— 085113.MCP --- 088000.IG 87 EXTERIOR OPENING TYPE SF-12 114"=1'0'@FULL SIZE EXTERIOR OPENING TYPE SF-16 IE6 "=ra"@FULL SIZE 085113.MCP — 088000.IG 66 EXTERIOR OPENING TYPE SF-21 � 1/4"=1'-0"@FULL SIZE 5'-0" EXTERIOR OPENING TYPE SF-24 il4"=1'-0"@FULL SIZE 45' -2 5/8" EXTERIOR OPENING TYPE SF-17 7,!5555/27"'"""9 I/4"=1'-0"@FULL SIZE —_ 0 //- 085113.MCP /,-OBBOOO.IG GLs GL5 Gu ` L- - GL5 GS EXTERIOR OPENING TYPE SF-22 '"1/4"=1-01@FUISIZE—._..........._.. 1.311,501. CO , ;08BPpReE fF SLED 104 2S13 ty of Tukwila BU14 -NG DIVISION R' CEIVED ITV OF-TUKWILA-- oci 09 211118 PERMIT CENTER 1 SEE A7 SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2 SEE A3 SERIES FOR COLORED LOCATION OF OPPERABLE WINDOW FRAMES 085113 MCP 0880001G 088000 TG KEYNOTE LEGEND MULLIONS & COVERPLATES INSULATING GLASS TEMPERED GLASS 1 GLASS TYPE LEGEND NOTE'. SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS GIASSTYPE DESCRIPTION GL2 MONOLITHIC -LAMINATED GL4 INSULATING - TEMPERED GL5 INSULATING - TEMPERED/LAMINATED SUB -NOTES (SG) SAFETY GLASS 1 (ADDENDUM 1 -PERMIT REVIEW 19/17/18 NUMBER ^ DESCRIPTION LP2F,TE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District EXTERIOR OPENING TYPES Stamp 5932 REGISTERED ARCyUEC-T I 1�II'�M'jf 0FONT0- LEE RN1)MOND FENTON U TON BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 9 GENERAL NOTES A 8 c D E F G H B FINISHED FLOOR EXTERIOR OPENING TYPE SF-25 ® 114"=1'-0"@ FULL SIZE FINISH FLOOR 2-085113.MCP /�- 088000.IG FINISH FLOOR EXTERIOROPENING TYPE SF-26 B31_ m—.,maF....9 114"=1'-O"@FULL SEE.._..... --- FINISHED FLOOR E2 EXTERIOR OPENING TYPE SF-31 G O 1 0 4" 114"=1'-0"@FULL SIZE FINISHED FLOOR vL 085113.MCP 088000.IG 64 EXTERIOR OPENING TYPE SF-27 Fla=F=.11/4"=1'-8"@FULL SEE FINISHED FLOOR YEXTERIOR OPENING TYPE SF-32 , „ I 1/4,r-0"@ 102188E 0' 1" 2" 4" EXTERIOR OPENING TYPE SF-35 K J1 �,114"=1'.0"@FULL SIZE �� EXTERIOR OPENING TYPE SF-36 O 1 e o&e&1 ilA"=1',0'@FULL SIZE 61 FFLOORINISH /-085113.MOP 080000.IG EXTERIOR OPENING TYPE SF-28 B6 =1 FULL SIZE FINISHED FLOOR 085113.MCP -088000.IG FINISHED FLOOR EXTERIOR OPENING TYPE SF-29 F.L=BALL=F91r4"=T-0"@FULLSIZE 085113.MCP 088000.IG EXTERIOR OPENING TYPE SF-33 E6 114"=1'-0" @ FULL SIZE J6 PARTIAL ELEVATION OF FOR WEST ADMIN OFFICES WINDOWS ® 1 1!?`=1'-J"@FULL SIZE )AN) c1.4 01.4 FINISHED FLOOR 085113.MCP 088000 IG y—a SF-3J B EXTERIOR OPENING TYPE SF-30 J,0' ® . v4"=1-0•@ FULL SIZE — 085113.MCP IL 0830001G 1 4 EXTERIOR OPENING TYPE SF-34 1I4"=1'-0'@FULL SIZE 033000.0 jr_074646.FCP ft:: ;.:✓ 1=0;2 COLE CCr.1= �Ai6CE APii—ROVED JAN 04 2019 City of Tukwila UILCNG DIVISION RECEIVED CITY OF TUKWILA OCT 0 9 2010 PERMIT CENTER 1. SEE AT SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2. SEE A3 SERIES FOR COLORED LOCATION OF OFFERABLE WINDOW FRAMES „ KEYNOTE LEGEND 033000C CONCRETE 074648,FCP FIBER CEMENT PANEL SYSTEM 085113.MCP MULLIONS & COVERPUSTES 088000.IG INSULATING GLASS GLASS TYPE LEGEND NOTE. SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS GLASSTYPE DESCRIPTION GL2 GL4 GL5 MONOLITHIC - LAMINATED INSULATING - TEMPERED INSULATING - TEMPERED/LAMINATED SUB -NOTES (SG) SAFETY GLASS ;NUMBER ADDENDUM 1 - PERMIT REVIEW 9t1i118 DESCRIPTION �, DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ;:;s EXTERIOR OPENING TYPES B32 ) REGISTERED ADC0FITECT. LEE RA LMOND FENTON STATE OF WFSHINGTON BLRB ARCHITECTS, P.S. 5 6 7 8 GENERAL NOTES A FINISH FLOOR EXTERIOR OPENING TYPE SF-37 (C1 F=.,--,==.9 114 - 1.0" FULL SIZE 085113.MCP R 088000.16 FINISH FLOOR FINISH EXTERIOR OPENING TYPE SF-38 = P.M@ FULL SIZE FINISHL FR 3 6 3/8 s, 085113.MCP /— 088000.I FINISH FLOOR EXTERIOR OPENING TYPE SF-39 /4 , „ , , ". FULL SIZE EXTERIOR OPENING TYPE SF-42 EXTERIOR OPENING TYPE SF-43 7Th EXTERIOR OPENING TYPE SF-44 Fi ImatsPr=9 1/4.= @ FULL SIZE F2F.t.tamar=a9 BM= 1LO"@ FULL SIZE @FULL SIZE FINISH_ FINISH FLOOR FLOOR ri-D1 EXTERIOR OPENING TYPE SF-46 _ rmatta 1/4t " 148"5 FULL SIZE 085113.MCP 2,— 088000.IG . G. GLS EXTERIOR OPENING TYPE SF-47 J2 F..iiiim===1 = 107'9t FULL SIZE FINISH FLOOR GLS 01.5 085113 MCP 08800044 EXTERIOR OPENING TYPE SF-48 1/4t= MO.@ FULL SIZE FINISH FLOOR EXTERIOR OPENING TYPE SF-41 ' --y 206-.P9 1/4 =1 0 ig FULL SIZE EXTERIOR OPENING TYPE SF-45 6 Frnbatti=twt 114'm ILOt @FULL SIZE L— 085113 MCP 088000.IG _ COL.E ,NCE AN -ROVED City of Tukwila SUILCiNG DIVICION RECEIVED CITY OF TUKWILA OCT 0 9 2n1 PERMIT CENTER I. SEE AT SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2. SEE A3 SERIES FOR COLORED LOCATION OF OPPERABLE WINDOW FRAMES 0746461CP 085113 MCP 008000.IG KEYNOTE LEGEND FIBER CEMENT PANEL SYSTEM MULLIONS 8, COVERPLATES INSULATING GLASS GLASS TYPE LEGEND NOTE: SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS GLASSTYPE DESCRIPTION GL2 MONOLITHIC - LAMINATED 5L4 INSULATING -TEMPERED 5L5 INSULAMNG - TEMPERED/LAMINATED SUB -NOTES (SG) SAFETY GLASS I 1 ADDENDUM 1 - PERMIT REVIEW 9/17/18 I NUMBER DESCRIPTION j DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB EXTERIOR OPENING TYPES 1912 FREGISTERED ) ARCHITECT, I LEE RA MONO FENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 3 4 5 6 7 A 8 C D E __FINISH FLOOR _FINISH FLOOR $F\ 2 A7. �085 13.MCP 088000.1G FJNISH__. FLOOR SFASd G3 AT.38 EXERIOR OPENING TYPE SF- A58 EXERIOR OPENING TYPE SF- A56 1/N=1'0"@FULL SIZE ,63 EQ EQ --- 085113.MCP --088000.IG EXTERIOR OPENING TYPE SF-A53 il4°=1401@FULL SIZE F m,= .9 114"=1'A"@FULL SIZE FINISH FLOOR 1 A GL5 GL5 GL5 l--, EXERIOR OPENING TYPE SF- A57 B5) 1I4"=1-0 @FULL SIZE EIMSH FLOOR —. 085113.MCP — 088000.IG ALTERNATE EXTERIOR OPENING TYPE SF-A53 v,.T TZT0 @FLEE SIZE TiOR JA0 042M City of Tukwila EUILCING DIVLO RECEIVED CITY OF TUKWILA OCT 09 2C',d PERMIT CENTER GENERAL NOTES 1. SEE AT SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2. SEE A3 SERIES FOR COLORED LOCATION OF OPPERABLE WINDOW FRAMES KEYNOTE LEGEND 085113.MCP MULLIONS & COVERPLAFES 088000IG INSULATING GLASS GLASS TYPE LEGEND NOTE: SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS GLASSTYPE DESCRIPTION GL2 MONOLITHIC - LAMINATED GL4 INSULATING - TEMPERED GL5 INSULATING -TEMPERED/LAMINATED SUB -NOTES (SG) SAFETY GLASS NUMBER. NUMBER ADDENDUM I - PERMIT REVIEW I OWN 8 DESCRIPTION [ DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 5932 I I REGISTERED ArITE EE 4,4141OSOOEIS ON LEE RAYMOND FENTON I� STATE OF vv.... I BLRB ARCHITECTS, P.S. 5 6 7 9 GENERAL NOTES A B c D E FINISH FLOOR INT. STOREFRONT TYPE ISF-0 C' 1 1/4"=1=0" @ FULL SIZE 085113.MCP 088000.IG ISFY88 ,81e, Ii 1�INT. STOREFRONT TYPE ISF-06 u-ve 1 v4^=2.0"@ FULL SIZE FLOOR 1 INT. STOREFRONT TYPE ISF-11 � 1/4"=10"@FULL SIZE INT. STOREFRONT TYPE ISF-18 1/4"=1'0"@FULL SIZE TYPICAL FROSTER INTERLAYER 085113.MCP 088000.IG iISF�02i 085113.MCP ( / INT. STOREFRONT TYPE ISF-02 �J. r 1/4"=1'-0"@FULL SIZE INT. STOREFRONT TYPE ISF-07 ® 1 1/4"=1101@ FULL SIZE ®/4 FRONT TYPE ISF-12 "= 1'-01@ FULL SIZE - INT. STOREFRONT TYPE ISF-19 114"=1'-0"@FULL SIZE 085113.MCP -- 088000.IG — TYPICAL FROSTED INTERLAYER T.STOREFRONT ib_T REFR ONTTYPEISF-03 IN -0"@ FULL SIZE TYP. FROSTED INTERLAYER 11SF-13 ES A] 5 INT. STOREFRONT TYPE ISF-13 F0=" 114" = 1'L01@ FULL SIZE 0' 0" 2" 4 INT. STOREFRONT TYPE ISF-20 - 3.38.1.8=9 114"=1'.0"@ FULL SIZE 8'-8` E5 IISFJ AT CJ INT. STOREFRONT TYPE ISF-08 1/4"=1'0"@ FULL SIZE e- 085113. MCP /— 088000.1G I51 F-141 INT. STOREFRONT TYPE ISF-14 4 �II� ilb-10"@FULL SIZE %-& INT. STOREFRONT TYPE ISF-04 �/ cm 1/4^=1'-0"@FULL SIZE / 085113.MCP 088000.IG 9' 7" 3' - 8 3' - 0" 3' ISF-05 INT. STOREFRONT TYPE ISF-05 u _ ® 1/4"-1-0"@FULL SIZE 085113.MCP 088000.IG IN T STOREFRONT TYPE ISF-09 FE=ILmsda=9 1/S'=1'-0"@FULL SIZE INT. STOREFRONT TYPE ISF-15 1/4"=1'-0"@FULL SIZE 085113.MCP //— 088000.IG 085113.MCP 088000.IG 8.1 B,, INT. STOREFRONT TYPE ISF-10 �J,.. ® =180"@ FULL SIZE e 085113-MCP 088000.IG STOREFRO TYPE ISF-16 (a�, INT. S REFRONT TYPE ISF-17 ��y....8 v4°-1o^@Fua SIZE 8,@ J , v4^=u9"@FULL size '- INT. STOREFRONT TYPE ISF-21 1/4"=1''0"@ FULL SIZE /,085113.MCP e— 088000.IG 15' - 5 0/4" C4 A7.5 22 INT. STOREFRONT TYPE ® 1/4"=180"@FULL SIZE AL E8 AT 085113.MCP 0880001G AF'rrtG6 4:11 C 4 2413 @lJ 1CLity of Tukwila JI LLG DIVISION RECEIVED CITY OF TUKWILA OCT 09 25;3 PERMIT CENTER 1. SEE A7 SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2. SEE A3 SERIES FOR COLORED LOCATION OF OPPERABLE WINDOW FRAMES 084113.SF 085113.MCP 088000.IG KEYNOTE LEGEND STOREFRONT FRAMING MULLIONS & COVERPLATES INSULATING GLASS GLASS TYPE LEGEND NOTE: SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS G0ASSTYPE DESCRIPTION GL2 MONOLITHIC - LAMINATED GL4 INSULATING - TEMPERED GL5 INSULATING -TEMPERED/LAMINATED SUB -NOTES (5G) SAFETY GLASS I 1 IADOENDUM 1- PERMIT REVIEW ' 9/17/18 NUMBERL DESCRIPTION I DATE DRAWING REVISIONS i PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA.''�, '.. 450Pacifk Ave. BLRB.com_ Drawing Title, INTERIOR OPENING TYPES Date: 10.01.2018 Revised Stamp 932 REGISTERED ARCHITECT EE 800 MOND FEN~ ' STATE OF WASNINGTON Project No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. 6 7 A e C D E 085113.MCP 088000.IG �088000.IG FINISH.,.,,,, FLOOR II/�r INT. ST&FRONT TYPE ISF-23 1/4"= 1'-0"@FULL SIZE FINISH FLOOR (6-1) INT. STOREFRONT TYPE ISF-30 1/4"-1'-0"@FULL SIZE ....... ........... G FINISH FLOOR H '30/2018 3:26:33 PM 062023.HLT-/ FINISH _ __ FLOOR 22' 0" INT. STOREFRONT TYPE ISF-35 ® 9 1/4"=1'-0"@ FULL SIZE 085113.MCP 088000.IG 08800.IG000.IG INT. STOREFRONT TYPE ISF- 38 1/4"= 1'-0"@ FULL SOZE 4" Bz STOREFRONT TYPE ISF-24 1/4"=1'-0"@FULL SIZE 085113.MCP 088000.IG 062023.HLT_.-' ;ISFaI ,61 INT. STOREFRONT_TYPE ISF-31 " 1/4'=1'-0"@ FULL SIZE 0' 1" 2" 4 085113.MCP 0880001G } G85113.MCP 47 l 085113 MCP 5 I.MCP 082023.HLT—' ^ — �— 085113 MCP G3 0 1" 2" INT. STOREFRONT TYPE ISF-36 94" 1/4"=1'-0"@FULL SIZE T 1ST FLOOR 0'0" K3 INTERIOR OPENING TYPE ISF-A39 1/4"=1',0"@FULL SIZE 085113.MCP 088000.IG 0' 085113.MCP 088000.IG E5� ISF 81 085113.MCP A7.5/ e4 INT. STOREFRONT TYPE ISF-27 �/ "'sas 1/4"=1'-0"@FULL SIZE INT. STOREFRONT TYPE ISF-32 `J; ® 1/4"=1'P@FULL SIZE / 062023.HLT 2— 088000.TG C INT. STOREFRONT TYPE ISF-37 G5 SEATING IN WINDOW LIBRARY 114"=1'-0"@FULL SIZE --- 085113.MCP //-068000.IG - INTERIOR OPENING ISF-A40 1/4"=1'-0"@FULL SIZE 1/4"=1'-0 @ FULL SIZE A7 5 088000.IG I INT. STOREFRONT TYPE ISF-29 B7 1/4"=1'-0"@ FULL SIZE 20' - 0" C1 TV E6 A75 /�088000.IG 085113 MCP .2 G,i2 `- 1 GU _II sc CINT. STOREFRONT TYPE ISF-34 > r® , 1/4"=1'.0'@ FULL SIZE 088113.MCP COLT CO;4. ivCE AFrkCiV i;o04291J City of Tukwila ESUILL )NG DMO)O RECEIVED CITY OF TUKWILA OCT 0924.,i PERMIT CENTER GENERAL NOTES 1. SEE A7 SERIES FOR EXTERIOR AND INTERIOR OPENING TYPE DETAILS 2. SEE A3 SERIES FOR COLORED LOCATION OF OFFERABLE WINDOW FRAMES 8 KEYNOTE LEGEND 062023.HLT HARDWOOD LUMBER TRIM 085113.MCP MULLIONS & COVERPLATES 088000.IG INSULATING GLASS 088000TG TEMPERED GLASS GLASS TYPE LEGEND NOTE: SEE SPEC SECTION 088000 FOR SPECIFIC DETAILS OF THE FOLLOWING GLASS TYPE DEFINITIONS GLASSTYPE DESCRIPTION GL2 MONOLITHIC -LAMINATED GL4 INSULATING -TEMPERED GL5 INSULATING - TEMPERED/LAMINATED SUB -NOTES (SG) SAFETY GLASS 1 ADDENDUM 1- PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District INTERIOR OPENING TYPES Stamp 5932 I REGISTERED pARyCHUEGTI I , MOD ENT08 I LEE RAt'MOND FENTON `STAWASTON TE OF HNO— BLRB ARCHITECTS, P.S. 081113.HMF A BEYOND B C D E 30/2018 3:26:39 ---- 081113.HMD 087100.T -SLOPE AWAY FROM BUILDING 0330001F REFER TO FINIS SCHEDULE FOR FLOOR FINISH e1 EXTERIOR THRESHOLD ®--3=1'0" @FULL SIZE 087100.T\ 096500.RS- GYM THRESHOLD@ EXTERIOR WALK E')- 3"=1'O"@FULL SIZE -- - WINDOW JAMB KI ® 3"=1'-0'@FULL SIZE WESOI SIDE COLUMNS - 084113.SE 084113.SF / 079200 RS I III 1\ EACH SIDE TYP. I I 11 III 44 \ H.M. FILLER PLATE L AUTOMATIC DOOR OPENER WHERE OCCURS Bz AUTOMATIC OPENER @ HM HEAD 1 3"=1'-0" @ FULL SIZE 081113.HMD SEE DOOR SCHEDULE 081113. HMI, BEYOND 087100.T 033000.JF (1/2") SLOPE SILL FLASH'G CUT INTO E. BRICK - BED W/ SEALANT ---SLOPING SILL FLASH'G BELOW WINDOW E.CONCE PLINTH BELOW BRICK PLASTER 11.84 FRAME ANCHOR WELD TO H.M. FRAME 081113.HMO COUNTERSINK DOOR FRAME FOR 3/8" DIA. FLATHEAD BOLT EXTERIOR 3M6" STEEL PLATE ATTACHED TO 084413.0 WF WITH TEK SCREWS SEPARATE W/BUTYL TAPE SILL PAN DETAIL SOLDER CORNERS 079200.R5 / 1/2" DAM RETURN AT ENDS 1 i/4" ---084113.SF ,B6,:STOREFRONT MULLION F.9== '=,: M=1-0 @ FULLSIZE-.. .......__ P-LAM SILL BELOW- ----8- 064")1600.PW 3/ 092900.GWB 072100.SIF-- 064113.SF-3�' 079200.RS--- WAINSCOT WHERE INDICATED --/ K4 ENTRANCE STOREFRONT JAMB @ SIDE 3"-1'8''@FULL SIZE ITE JAMBS @ WALL INTERSECTION 1 M9v.v2=9 3"=10@FULL SIZE 074646.FCP / -... 03 500 PCP ---- / (B LOVtO P-LAM SILL 092900 GWB V 072100.81F-- (IN VOIDS) 061600.PW-----� P-LAM SILL 079200.R5-- /BSPC< BELOW <E8SS22- ALUM. ANGLE BY S.F. MANUF. ALUM. ANGLE BY--- SF.MANUF. 079200.RS- ��INTERMEDIATE MULLION DETAIL c-od'' 9 3"=1'A"@FULL SIZE--------_--- (�-P-LAM SILL - HOWD EO( 11 072100 SIF (FILL VOIOSSS) CORNER WINDOW JAMBS 88. : 3"=1,1X@ FULL 905 074646 FCP -(EBSPC) BELOW - 084113.SF 079200.RS 074640FCP 061000.PT 079200. RS 0841135F } 084113.5E 079200.JSB 061000.PT 074646.FCP OOE co Jt•SJ 0 4 2913 City of Tukwila UILCiNG D/V3C)ON RECEIVED CITY OF TUKWILA OCT 0926MB PERMIT CENTER 033000.JF 034500.PCP 061000.PT 061000.WS 061600.PW 072100.SIF 072100 XPS 072727 FAF 074646.FCP 079200JSB 079200.RS 081113.HMD 081113 HMF 084113.SE 08411E SF 087100.T 092900.GWB 096500.RS KEYNOTE LEGEND EXPANSION/ISOLATION JOINT FILLER PRE -CAST PANEL PRESERVATIVE TREATED WOOD WOOD SHIM PLYWOOD SPRAY IN FOAM EXTRUDED PS INSULATION FLUID -APPLIED WATER IMPERMEABLE FLASHING FIBER CEMENT PANEL SYSTEM BACKER ROD WITH 101NT SEALANT BACKER ROD & SEALANT HOLLOW METAL DOOR HOLLOW METAL FRAME SILL EXTENSION STOREFRONT FRAMING THRESHOLD GYPSUM WALL BOARD RESILIENT SHEET FLOORING 1 IADDENDUMI PERMIT REVIEW I NUMBER: DESCRIPTION 9/17/16 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 12Stl P&F Ave wcetao_� 9 5896)0 81402t. 216627.5594,: BIRB`Com„ EXTERIOR OPENING DETAILS Stamp REGISTERED AR�C,,IjITE6� q IE4/II1df ((hllF76 LEE RAYMOND ENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. A B C REFER TO FL.i OR PLAN 9'-2" AFF 092900GWB ---' 061000-WFU 079200.RS (3/4") 084113.SF rc-1 STOREFRONT HEAD @ METAL PANE 3"=1'U'@FULL SIZE 3/8" PANEL THICKNESS AIR SPACE 074213 MP 072727.SAF---- 072727.SAM- LAP INTO R.O. D 074213.ZF CONT. ZEE BEYOND 051200.T E F H 061000.PT 3X4 092T (Y') 216.HFC HA 074213.CS 074213JC LAP OVER 084113-SPF 079200.RS---/ 1� 061000.WEU �� L 092900.GWB 079200.RS CFI STOREFRONT JAMB @ MTL PANEL Y.. 3 1-0"@FULL SIZE 079200J5 062023 WS (3l4") 062023.HLT--- (3/4" 061000 051200.T-�/ 054000.S 072727 SA 074213.MP 072727.SAM WRAP27.SAF INTO R.O. 072] - 051200 T REFERS TO STRUCTURAL 072727.SAF LAP OVER 07411 WFL 092216.HFC 14" HAT 074213.WFL • 079200.RS 3l8" VFV 084113.SF ------ 076200.SPF 074213.V --• 054000 ZSF - 072727.SAF 072727.SAM 074213 MP 074213.ZF SOLDER CORNERS 1/2" DAM RETURN AT / ENDS(TYP.) { / 41/2/ 2" yy - 076200.SPF VERIFYL/ (STEP4) li r - � 074213. (STEP 3 1 5/8'. (STEP 2) (-� 072727.SAM (STEP 1) STOREFRONT SILL @ MTL PANEL F --._. ��'ffi�4..13"=1'.0"@FULL SIZE PERFORATED 2 3 STRAP ANCHOR 034500. PP 061000PT - 079200. PJS 079200.RS (SEE FCP JAMB FLASHING) G STOREFRONT JAMB @ PRECAST PANEL J'=1-0"@FULL SIZE 084113. AW 079200. RS i"X 112"ALUM. L BY WINDOW MFR. P. LAM ON 1X2 HDWD 051200.T NOTCH 3X4 TO BOLT STRAP COVER WI 072726. LAF - EMBEDED ANCHOR STRAP BY PP MFR - 079200. RS EMBEDED ANCHOR STRAP BY PP MFR 061000.PT 34500.PP 2 12" 1" 3 3B" STOREFRONT SILL @ PRECAST PANEL Imo' 3"-1',0"@FULL SIZE 4 054000.ES "MEMBRA/N" VAPOR RETARDER 072100.BI 054000.S 051200.T 061000 WS- 9'-2"AFF ANGLE BY 084113 (1"X 1 1/2") 084113 AW 074213.MP CV' x 12") ON HAT CHANNEL (12') 076200.DE- 7145 - 072737. SYSTEM W/ FLASHIG 074213.MP RIGID INSULATION(072100. XPS) FIBER CEMENT PANEL SYSTEM WALL PANEL (0]4646. FCP) CORNERFLASHING r- 061000 PT --- 1/2" HAT CHANNEL VERT. 3/8" SPACER BY PANEL MFR L-- SINGLE FLANGE /SEALANT BACKER FLASH'G BY PANEL MFR M 112 ---079200.RS 6 072100XPS- (2 /2") 074213.SP- JAMB FLASHING TO RECEIVE WALL PANEL �--ALUM. ANGLE BY I/ S.F. MANUF. 079200JSB (TYPE 084113.SF 072727.SAM 061600.PW (3/4") 7 8 1---TORCHED 2-PLY MOD. BIT ROOFING ON 1/4" GYP. COVER BOARD ON 1/2" PLYWOOD 076200 SMF --' 072727 SAM--- �2 �-- rl 1 GO' , 2 CUT ~- 8 NZ' VENT SPACE i_ rtl 076200.9E-' //- 1/2" VENT SPACE) 074213.MP.- W HEAD @ CHANGE OF WALL TYPE DETAIL /c1 PARAPET @ MP 3"-1'0" @FULL SIZE _..._.....__._ ® - - 0-1-0" @FULL SIZE 074213.MP JAMB FLASHING TO RECEIVE WALL PANEL --ALUM. ANGLE BY S.F. MANUF. WINDOW JAMB 34-._...-.,.m J 4 @ CHANGE OF WALL TYPE 5 3"=i`-0"@FULL SIZE Ot 2 F11 STOREFRONT HEAD/JAMB @ FIBER CEMENT V ® 3"=1-VGFULL SIZE P. LAM ON 3/4" PW --- /X2 HARDWOOD- 1 3/4" 051200.T 052100J SILL FLASH'G ------- 079200 RS \i- 061000.PT VENTED 10MM SPACER 054000 HC (12) VERT.@16O.C. VERT.@16O.C. G3 STOREFRONT SILL @ FIBER CEMENT us^s 3 10"@FULL SIZE - 1/4 X 1/4 VENT NOTCHES @ 1" 0.C. THIS FLANGE 076200.SF (1/2N 1/2"VENT SPACE 3/8" VENT SPACE-/ G G5 WINDOW SILL DETAIL 5 -. 3"=1'-0"@FULL SIZE WALL PANEL CORNER FLASHING 074213 MP JAMB FLASHING TO RECEIVE WALL PNL. FCP CAULKING BACKER 074646.FCP- E8552 )1 WALL TRANSITION @ AUX. GYM (S & E WALLS) 3"-10"@FULL SIZE 064)1600.PW 3l 3 SM5> 074213 MP 8" VENT SPACE - 076200.DE-/ 079200.JS �--ALUM. ANGLE BY S.F. MANUF. 079200.JS8 084113.SF 2 9 KEYNOTE LEGEND 051200T STEEL TUBE 0521004 STEEL JOIST 054000.ES EXTERIOR STEEL STUDS -'- 054000.S STEEL STUDS 054000.ZSF Z-FURRING 061000.PT PRESERVATIVE TREATED WOOD 081000 WFU WOOD FURRING 061000 WS WOOD SHIM 061600.GMS GLASS MAT GYP SHEATHING 061600.PW PLYWOOD 062023.HLT HARDWOOD LUMBER TRIM 062023.WS WINDOWSILL 072100.61 BATT INSULATION 072100.XPS EXTRUDED PS INSULATION 072727.SAF SA FLASHING MEMBRANE 072727.SAM SA AIR BARRIER MEMBRANE 074213.CS CLOSURE STRIP 0742134C JAMB CLOSURE 074213.MP METAL PANEL 074213.SP METAL SOFFIT PANEL 074213V VENTILATING TRIM 074213WFL WALL HEAD SOFFITS SILL FLASHING O2100.XPS 074213.ZF Z-FURRING (112") 074646.FOP FIBER CEMENT PANEL SYSTEM 076200.0E DRIP EDGE 076200.SF STEP FLASHING 076200.SMF SHEET METAL FLASHING 076200.SPF SILL PAN FLASHING 079200.J5 JOINT SEALANT (WITHOUT BACKER ROD) 079200.JS8 BACKER ROD WITH JOINT SEALANT 072727.SAM - 061600.PW (3/4 ) E WINDOW HEAD @ EAST WALL AUX. GYM DETAIL "" ' 3"=1-0"@FULL SIZE /-- 084113.SF 079200.JSB ALUM. ANGLE BY S.F. MANUF. G7 WINDOW SILL @ EAST WALL AUX. GYM DETAIL i 3"-1' 0" @ FULL SIZE 0' 1' 2•• 4'• 0 061600.GMS. 079200.RS-- @ ALL 084113.FT JOINTS 092218.IMS- 084113.SF 061000WFU--- EXTERIOR COS_ (C .. ' - 4kNCE AFT R: VED J,',N 042,113 City of Tukwila BUILC:NG D(ViCiON `072727.SAM - 072727.SAF 054000 ZSF CONT. ZEE 074213 MP 084113.FT INTERIOR H2 STOREFRONT JAMB @ MTL COMPOSITE PANEL ImisEs9g=9 3"=1`-0"@FULL SIZE RECEIVED CITY OF TUKWILA OCT 09 2:,.1 079200.RS BACKER ROD & SEALANT 084113AW ALUMINUMWINDOW 084113.FT FORMED TRIM 084113.SF STOREFRONT FRAMING 092216 HFC HAT -SHAPED FURRING CHANNEL 092216.IMS INTERIOR METAL STUDS 092900.GWB GYPSUM WALL BOARD 1 ADDENDUMI-PERMIT REVIEW 19/17118l - NUMBERI DESCRIPTION ! DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250 9999.999 9 t.190 Was n91E99402 353 2i.5599'' BLRB co/7 EXTERIOR OPENING DETAILS Stamp 932 j ( REGISTERED AR0(9/60 6II ail O MONSRE9 6 LEERS MONDFENTON ss_srnreorwnswucroN PERMIT CENTER BLRB ARCHITECTS, P.S. 3 4 6 7 a 9 B FINISH -.._. FLOOR FINISH FLOOR FINISH FLOOR MECHANICAL LOUVER LV-1 ® 1/4"=1'.0"@FULL SIZE MECHANICAL LOUVER LV-6 U �® v4'=ra"®FULL saE H1 MECHANICAL LOUVER LV-11 1l4"=1'-0"@FULL SIZE Ez MECHANICAL LOUVER LV-9 �L m^-cr=9 il4"=1',0"@FULL SIZE C2 Ira mHANI AL LOUVER LV-8 1/4,1',0" @ FULL SIZE { [�}� MECHANICAL LOUVER LV-3 , LV-4, LV-5 \/ l/4n1'-0"@FULL SIZE --- 0` (€> MECHANICAL LOUVER LV-7 w® ,..... 114"=1'-0"@FULL SIZE — - a MMEECHANICA o LOUVER LV-12FULL SIZE ( MECHANICAL LOUVER LV-2 ® M 1/4" 1`A"@ FULL SIZE E5 MECHANICAL LOUVER LV-10 1/4, FULL SIZE COLS CC:',L APViiSVED V.,?: 04 2919 City of Tukwila UILEINC CI'✓f5101 RE IVED CITY OF TUKWILA OCT 09 2a1d PERMIT CENTER E 1 (ADDENDUM 1- PERMIT REVIEW 9/17118 NUMBER li DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District EXTERIOR OPENING - LOUVERS Stamp 5932 REGISTERED �j � ARG,9ITEGT,, EI545MOND'+iE O 1. ,.'I-'t'✓L/EE MGND fENTON STAtEOF WASHIN BURS ARCHITECTS, P.S. 2 4 5 7 8 B 051200 A Interior LOUVER-- (SEEMECH.) SEE WALLTYPES 7- Exterio ---------- WALL BEYOND 072727.SAM 072727.SAF 074646.FCP 061000.PT 079200.JSB 061000 WS 051200 A SEE WALL TYPES 072727.SAM 072727.SAF 074213.MP 061000WFR 076200.SMF 072727.SAF (WRAP INTO OPENING) 076200.SMF 079200.JS6 ANCHOR LOUVER PER MFR'S 061000 WS RECOMMENDATIONS Interior Interior \\ Exterior LOUVER (SEE MECH.) LOUVER (SEE MECH.) REFER TO STRUCTURAL SHEET 55,41/ 7 FOR OPENING CONSTRUCTION EXISTING BRICK VERNEER 051200.A LAP OVER FLASHING 072727.SAM 079200.JSB 061000 WS Exterior c LOUVER HEAD/JAMB @ FIBER CEMENT SIDING C2 ® LOUVER HEAD/JAMB @ METAL WALL PANELS LOUVER HEAD @ BRICK 3"=1'-0"QFULL SIZE --- �/ 3"=1'-0'@FULL SIZE--- J F=6cv 3 =1'-0"@FULL SIZE LOUVER -------- (SEE MECH.) Interior 079200JSB- - --, 051200A- --� D E j. ALL BEYOND Exterior 076200.SMF FOR PAN FLASHING SEE e7 072727.SAF WRAP EDGE OF WFR BLOCKING 076200.0 061000.PT SEE WALL TYPES - E3) LOUVER SILL AT FIBER CEMENT SIDING ® 3910"@FULL SIZE 092900,GWB 083613.T-�� WEATHERSTRIP VERIFY DETAIL w/ MANUFACTURER OF DOOR 061600.GMS- 072727.SAF-' 074646.FCP !H1` OVERHEAD SECTIONAL DOOR HEAD - (FIBER CEMENT SIDING) F=Eamet===1 3"=1'-0"@FULL SIZE 074646.FCP 072727.SAF 072727.SAM LOUVER. SEE MECHANICAL Interior 079200.JSB WALL BEYOND LOUVER, SEE MECHANICAL Exterior Interior 061000.WS 079200.JS8 LOUVER SILL AT METAL WALL PANELS E2` 0 1 2" FULL SIZE 4" -072727.SAF 072727.SAM --- 074646.FCP ,---061000.PT --074646.FL --079200,JSB -072727.SAM 014648.FCP / 072727.SAF 062023.HLT 083613T _i OVERHEAD SECTIONAL DOOR JAMB - (FIBER CEMENT SIDING) ® 3"=1'-0"@ FULL SIZE 074646.FL ---099113.PT 072727.SAF �'-074646.FCP 054000.ES 083613.SD VERIFY DETAIL w/ MANUFACTURER OF DOOR 072727.SAF (WRAP INTO OPENING) 076200.SMF FOR PAN FLASHING SEE B7 076200.0 074213.MP 072727.SAM 051200A----- ANCHOR LOUVER PER MFR'S RECOMMENDATIONS 061000.WS EXISTING WALL TYPE �E4 LOUVER SILL @ BRICK ' uaaa 3"=1'-0"@WLL SIZE -072727.SAF COVER PRE - PUNCHED HOLES IN STEEL STUDS w/ SELF -ADHERED FLASHING IINSPECT ROUGH OPENING. COVER PRE -PUNCHED HOLES IN STEEL STUDS WITH SELF -ADHERED FLASHING 6 INSTALL WINDOW WITH PERIMETER SEALANT JOINTAND BACKER ROD. Exterior 079200.JSB 076200.0 FOR PAN FLASHING SEE B7 EXTISTING BRICK VENEER REFER TO STRUCTURAL SHEET 5541/7 FOR OPENING CONSTRUCTION 4 ail PAN FLASHING SHEATHING WITH SELF -ADHERED MEMBRANE NOTE: 1. THIS DETAIL APPLIES TO ALL EXTERIOR PENETRATIONS (PIPES, CONDUITS, ETC.) FLASHING AT WALL PENETRATIONS E5) -- 23/4" FLASHING FOLDED INTO OPENING Dip Ns(r` T `072727.SAF - 6" RELEASE FILM LEFT ATTACHED TO FLASHING 2 INSTALL SELF -ADHERED FLASHING AT SILL WITH 2 3/4" FOLDED INTO R.O. AND 9" ON FACE OF SHEATHING. BOTTOM 6" OF RELEASE FILM TO REMAIN ATTACHED SO THAT BOTTOM EDGE IS LOOSE. ,-076200.SMF 7 INSTALL SHEET METAL FLASHING AT HEAD. FULLY EMBEDDED IN FLUID -APPLIED FLASHING NOTE: 1. THIS DETAIL APPLIES TO ALL EXTERIOR OPENINGS (WINDOW, STOREFRONTS, DOORS, LOUVERS, ETC.) 2. PROVIDE MOCK-UP PER SPEC. FLASHING SEQUENCE AT EXTERIOR OPENING K4F=asmsF=9 3/0"=1'0"@FULL SIG Zc FFizsui=9 1"=T-0/5 FULL SIZE 1"MIN. IN. SHEATHING WITH SELF -ADHERED MEMBRANE --072727.FAF '@ FULL SIZE • --072727.SAF `-- 072727.SAF `- 2 3/4" FLASHING FOLDED - 2 3/4" FLASHING FOLDED INTO OPENING INTO OPENING. TYP 9" ON FACE OF SHEATHING, TYP. 3 INSTALL JAMB PIECES OF SELF -ADHERED FLASHING WITH 2 3/4" FOLDED INTO R.O. AND 9" ON FACE OF SHEATHING. 8 INSTALL SELF -ADHERED MEMBRANE UNDERNEATH 6" FLAP OF SELF -ADHERED FLASHING AT SILL. (CREATE SHINGLE EFFECT) REMOVE RELEASE FILM. ADHERE FLASHING TO MEMBRANE. A INSTALL HEAD PIECE OF SELF -ADHERED Y FLASHING WITH 2 3/4" FOLDED INTO R.O. AND 9" ON FACE OF SHEATHING. 9 INSTALL SELF -ADHERED MEMBRANE, MAINTAINING 3" MINIMUM OVERLAP WITH SELF -ADHERED FLASHING 110 072727.FAF OVERLAP1" MIN. ON FACE 5 APPLY FLUID -APPLIED FLASHING TO INSIDE OF R.O. (FULL COVERAGE) AND 1"ON FACE OF WALL. 3" MIN. LAP OVER ADJ. MEMBRANE--072727.SAM GKIc i eD J,."dCh2Si3 N City 00Tuks )Ia r`CE 5U1L1:NG coVIS'C I 0 INSTALL SELF -ADHERED MEMBRANE OVER HEAD FLASHING, MAINTAINING 3" MINIMUM OVERLAP TO ADJACENT MEMBRANE. RECEIVED CITY OF TUKWILA OCT 092010 KEYNOTE LEGEND 051200A STEEL ANGLE 054000.ES EXTERIOR STEEL STUDS 061000.PT PRESERVATIVE TREATED WOOD 061000 WFR WOOD FRAMING 061000W5 WOOD SHIM 061600.GMS GLASS MAT GYP SHEATHING 062023.HLT HARDWOOD LUMBER TRIM 072727 FAF FLUID -APPLIED WATER IMPERMEABLE FLASHING 072727.SAF SA FLASHING MEMBRANE 072727.SAM SA AIR BARRIER MEMBRANE 074213,MP METAL PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 074646.FL FLASHING 076200.0 CLEAT 076200.SMF SHEET METAL FLASHING 079200.JS6 BACKER ROD WITH JOINT SEALANT 063613.SD SECTIONAL DOOR 083613.T TRACK 092900,GWB GYPSUM WALL BOARD NUMBER ADDENDUM 1- PERMIT REVIEW _ 9/i7/18 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA i5uise10539 00(1Ave. Washington WM 058515599 a1RBCOm EXTERIOR OPENING DETAILS Date 0,01.2018 1� l REGISTERED \L ARCHIT60T 4� TO 'LEE RA MFOND ENTON STATE OF INASMINGTON Drawney: Author PERMIT CENTER BLR6 ARCHITECTS, P.S. 6 7 8 A B C D E F 095113.MEM------------ \ 083000ACT-‘ VARIES. SEE RCP FOR CEILING HEIGHT 079200.RS STOREFRONT HEAD A C1_ -®a3-19@FULL SIZE 079200.RS --- 084113,CC 084113.SF 084113.SF E1INTERIOR . - STOREFRONT MULLION f ,3'=P-0"@FULL SIZE iV - 084113.SF / 079200.RS `'\ PERTYPE � STOREFRONT DOOR JAMB �� GWB WALL B 3"=1'-U'@FULL SIZE EXISTING EXTERIOR WALL 095113.MEM 093000ACT/ VARIES. SEE RCP FOR CEILING HEIGHT STOREFRONT HEAD B 3'=1w'@ FULL SIZE 084113 SF - 079200.RS 092900CS 061000 WS E� INTERIOR STOREFRONT JAMB / SILL , 3', 1-0`@ FULL SIZE �1 W JAMB @ BAND ROOM (HEAD SIM.) - ALT. BID #4 ®r=i 3"=1'-0"@ FULL SIZE _............... 092900.GWB 054000.5 079200.JS -081113. HMF 1'-2 1/4" DOOR HEAD @ WALL TYPE 13S2 3 "l'-0"@FULL SIZE 079200.1S0 072100.SIF 4 STOREFRONT HEAD @ SOFFIT 9„.y.,y =3=1.0 @FULL SIZE 079200.RS 092900. GY 092216.SS ER TYPE] E STOREFRONT JAMB @ GWB WALL B \ / Fr9=1=i 9'=1A"@PULL SIZE 1' 21/4" ll/F1 DOOR JAMB @ WALL TYPE 13S2 3"=1'-0"@FULL SIZE A / 084113.SF-' 061000.PTJ 061600.PW- - 079200 JSB AZB, ii/ /K1 WINDOW JAMBS @ WALL INTERSECTION L 3"=1'-0"@FULL SIZE 092900.GWB 054000 S 079200.JS --- 081113.HMF 072100.SIF DOOR - SEE SCHEDULE FOR DOOR TYPE 084113.ED 084113.SF 079200.RS Cs STOREFRONT DOOR JAMB @ GWB WALL j- 3=1-0@ FULL SIZE --- ----- ---- 084113. SF 061000 WS -------- 079200.JS STOREFRONT @ FLOOR ©p==t93-10@FULL SIZE WINWINDOW JAMB DETAIL K5 0@FULL SIZE 084113.SF 084113. ED STOREFRONT DOOR HEAD �E�-0•@FULL SIZE 5/8' GWB ON 1" FURRING 1X2 HD WD EDGE ON P.LAM SILL E. CONC.PLINTH 084113.SF 084113.ED STOREFRONT DOOR JAMB 3"=1'-0°@FULL SIZE E. CONC. COLUMN (12"DIA.) J_ E Jr°!04221] City of Tukwila ILL.NG D)VI/ION RECEIVED CITY OF TUKWILA OCT 05 221B PERMIT CENTER MATERIALS KEY 054000.S STEEL STUDS 061000.PT PRESERVATIVE TREATED WOOD 061000.WS WOOD SHIM 061600. PW LYWOOD 072100.SIF PRAY IN FOAM 079200.JS DINT SEALANT (WITHOUT BACKER ROD) 07920015B ACKER ROD WITH JOINT SEALANT 079200.RS ACKER ROD & SEALANT 081113.HMF OLLOW METAL FRAME 084113.CC OMPENSATION CHANNEL 084113.ED NTRANCE DOOR 084113.SF TOREFRONT FRAMING 092216.SS TEEL STUDS 092900.CB ORNERBEAD 092900.GW6 YPSUM WALL BOARD 093000 ACT COUSTICAL CEILING TILE 095113 MEM ETAL EDGE MOULDING 1 :ADDENDUM 1-PERMIT REVIEW 9/17/18 ft: DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB : a,`..... _,.::r,':r; INTERIOR OPENING DETAILS Stamp 5932 JI REGISTERED I ARC„ALTEST LEE RAYMOND FENTON STATE OF WASMINOTON BLRB ARCHITECTS, P.S. A B C D E F G H K 072600.UV8 E FOOTING @ PRECAST 1 FOOTING @'DOORWAY I'�"1 .' 000 ._3"=1'/0"@ FULL SIZE X • r 084113.SF (BEYOND) JI 2 1/2" --- 076200.SMF(THROUGH FLASHING) # 8 REBER EMBEDED IN PP AND CM FIN FL t_ 0420000 (SOLID) - :1071113.BD • ,_042000CM (HEAVY WT); 034500. PP (BEYOND) 084113.ED • --- 033000.S (MOW STRIP) BRACE FRAME MEMBER WAINSCOT AUX GYM FOOTING @ PRECAST 3"=1'-0"@FULL SIZE 074646 FCP VENTED VENTED EMEBEDED STRAP TO SECURE PP TO 3X4 034500.PP 21/2" 1" ( 076200 SMF (THROUGH FLASHING) — if REBER EMBEDED IN PP AND CM FIN FL —T- 072100.XP5 042000.G (SOLID) —071113.BD -- 042000 CM (HEAVY WT) /— 033000.S (MOW STRIP) I—� CO CC .]: !, 'CE AF Oi1iED J: 0 04 2C1 City of Tukwila BUILC:NG C Vi100^I RECEIVED CITY OF TUKWILA OCT 0920t4 PERMIT CENTER KEYNOTE LEGEND 033000.3 CONCRETE SLAB 034500.PP PRE -CAST PANEL 042000.CM CONCRETE UNIT MASONRY 042000.G GROUT 071113.BD BITUMINOUS DAMPPROOFING 072100.XP5 EXTRUDED PS INSULATION 072600.UV6 UNDERSIAB VAPOR BARRIER 074646.FCP FIBER CEMENT PANEL SYSTEM 076200.SMF SHEET METAL FLASHING 084113.ED ENTRANCE DOOR 084113 SF STOREFRONT FRAMING 1 ADDENDUM 1 -PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA. I • 1086 /RA Wash 689.40Z 253523599 • EXTERIOR WALL & ROOF DETAILS Dare: 0.01.2018 INITIALS Project No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. 7 9 A BOT OF WINDOW FRAME 2'6"ABOVE FINISH FLOOR B 074646 FCP VENTED VENTED EMEBEDED STRAP TO SECURE PP TO 3X4 034500.PP TYPICAL FIBER CEMENT PANEL & PRECAST PANEL DETAIL ® 3-1.V@FULL SIZE C D E F SLOPING END TO MATCH PP BEYOND TYP.@ OUTSIDE CORNER L --- BOT. OF WINDOW FRAME ITI JAI I I I -SLOPING TOP I(31-A /-)I J LTA I EMBEDED STAP TO SECURE PP TO THE SLOPING TOP OF CONT. 3x4. SEE DETAIL 2 END OF PP BEYOND FINISH FLOOR LEVEL 1 BOT. OF PRECAST PANEL J_C REFERENCE WALL TYPES GT ELEVATION@ PRECAST PANEL END PANEL Ca \„J 3"=1'.0"®FULL SIZE —. H K m) K TYPICAL OUTSIDE CORNER @ FIBER CEMENT PANEL vsa 3"=1'-0°@FULL SIZE 1/4" X 1/4" X 1/2" WIDE NOTCHES AT 2" 0.C. 074646.FCP 074646.ET (OUTSIDE CORNER) 054000.HC (1/2") I/ HORIZONTAL @ 24" O.0 A 10MM SPACER <5632 Tt 074213.MP 079206JSB -4--- 074646.FCP C3 TYPICAL INSIDE CORNER @ FIBER CEMENT PANEL & METAL WALL PANEL 3"=110" @FULL SIZE \52 =r� 074646.FCP 079200.JSB ---- 074646,FCP INSIDE CORNER @ FIBER CEMENT PANEL G3© 3"=1'0"@FULL SIZE E652� BOT OF WINDOW FRAME 2'6"ABOVE FINISH FLOOR - 074214 MP 074213.MP j VENTED 431 074213.MP-J SEAL & FASTEN PER MFR (TYP) Z METAL (ZC225) D TYPICAL OUTSIDE CORNER @ METAL WAL u-� T 3"31'-0"@FULL SIZE SEE DETAIL 17 FOR TYPICAL MTL. WALL PANE (WP) FASTENING E21INSIDE CLOSURE C' \i (SEALED D &SECU660 RED WI W/ SEALANT) )S33. ° VENTED EMEBEDED STRAP TO SECURE PP TO 3X4 034500.PCP K3 PRE -CAST PANEL @ METAL WALL PANEL TRANSITION �/ 3"=130"@FULL SIZE 1/4" X1/4" X1/2"WIDE NOTCHES AT 2" 0.C. PANEL 31/8" SLOPING TOP OF PRECAST —VENTED FLASHING ON TOP OF PP - UNDER FLASHING MITERED CORNERS (TYP) OG6 -OUTSIDE CORNER METAL WALL PANEL DETAIL � i 3'=1'-0"@FULL SIZE EMBEDED STRAP TO SECURE PP TO 3 X 4 074213.MP (11 X 12') (VERTICAL) OUTSIDE CORNER (4' x 4') 4Fe'1,..t *D J,."1042313 ECEIVEO TYPICAL OUTSIDE CORNER PRECAST PANEL CITY OF TUKWILA 3^=1'.0'©FULL SIZE --- 001' 0-E Zi118 034500.PCP 034500.PP 054000.HC 074213.MP 074646.ET 074646.FCP 079206JSB KEYNOTE LEGEND PRE -CAST PANEL PRE -CAST PANEL HAT CHANNELS METAL PANEL END TRIM FIBER CEMENT PANEL SYSTEM BACKER ROD WITH JOINT SEALANT 1ADDENDUM 1-PERMIT REVIEW 9/i]/18� I NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACO8MA 1: '' 06/1li Arc. Washngton9B4g1 153627.5599 BLRBcom EXTERIOR WALL & ROOF DETAILS Date 0.01.2018 Stamp 5932 REGISTERED C1\ ' 094)40ERT s1' T95. � LEE STATE MONDOF INGTON STATE OF WASHINGTGN 51866 By: Author Project No 16.08 Sheet No. fMNyWYMM PERMIT CENTER BLRB ARCHITECTS, P.S. 2 4 7 9 A B C D E F G 074213CS- --! 074213 WC----- 074213.MP-- 074213.ZFCONT. ZEE BEYOND 072100.XPS - 072727.5AM EBSM2 > ® C1TYPICALME TAL PANEL @ INSIDE CORNER - _ 3,1' -0"@FULL SIZE 07411.MCP I DRY SEAL W/- RVEA 074213 TS- ..............._J 061600.GMS - 074213 ZF - 074213 TS 074213.MP 072727.SAM G1 METAL COMPOSITE PANEL @ OUTSIDE CORNER FUtL SIZE H EXISTING CURVED) SKYLIGHT OR CURB J K RADIUS METAL-"/ CEILING ANGLE (EACH SIDE) 079200.RS-/ 054000.DT' -0(EACH SID79200.PJ5)E)1') \� 1" DEFLECTION SPACE -092900.JM ----092900.GWB (EXTERIOR GRADE - 5/8") 061600.GS(1/2") 1/2" HAT CHANNEL VERT. @ 16" 0.C. {255, C1 WALL TO EXISTING CURVED SKYLIGHT & SKYLIGHT CURB J0' i 4" 3"=IKE@ FULL SIZE 2" -EXISTING BARREL VAULT METAL ROOF EXISTING CURVED METAL DECK RADIUS METAL-/ CEILING ANGLE (EACH SIDE) 054000.0T - RADIUS METAL CEILING ANGLE 079200 PJS (1") (EACH SIDE) 1' DEFLECTION SPACE 092900.JM 092900.GWB (EXTERIOR GRADE - 5/8") 061600.GS(1/2") -----1/2" HAT CHANNEL VERT @ 16" 0.C. WALL TO EXISTING BARREL ROOF - EAST ENTRY WALL CJ3"= Q FULL SIZE EXISTING PLASTER - ON GYPSUM LATH 079200.25--- 072727.FAF---- 074646.FCP -- WHITE ALUMINUM ANGLE TO FIT IN REVEAL (ADJUST TO FIT) /--- 0@1E0X0ISTNG"x X2"2R"BVLEOACKG) E6S2 '--2 1/2" FURRING (/r, EXTERIOR WALL INTERSECTION @ EXISTING EXTERIOR PLASTER WALL "e '�� 3"=1'-0"@FULLSIZE 0' 1" 2 4" VESTIBULE INTERMEDIATE WALL FLASHING @ EAST ENTRY VESTIBULE 3-1'--IFF@FULL SIZE (E12S51� 081600.GS(1/26 - 092900.GWORB (EXTERIGRADE) --079200. RS --- 076200.SMF to 072727.FAF - 074646.FCP �E8552.) 074213.MP 072727.SAF LAP MIN. 3" OVER 07620.SMF & 07620.RC 074213ZF -*- CONT. ZEE 074213 WFL 4" VEY " O19200.RS AROUND WEEP/BAFFLE 076200.SMF 076200.RC----- 075216TB HORIZONTAL METAL PANEL @ ROOF BASE �gj ._.... a.. -- ..... = rw"@Fuu SIZE DRAFTING VIEW: RFD_ROOF DETAILS VIEW NAME: RD10 FALL ARREST ANCHOR - FALL ARREST ANCHOR 3'=1'-3'@ FULL SIZE 112429.FAR 075216,B5 SEALANT -075216.SR6 S.S. WORM GEAR CLAMP 112429.F1 075216.SRS CONE FLASHING 075216.FWP DISK W/ FASTENER 075216.MS - 061000.FRT ...072100.SIF -WELD- PER FALL ARREST DESIGNER --- 0512003 @SIM 051200.B co C'• Iraaee Ar'i-it:iV'ED J,,0 04 2M City of Tukrila BUILC(NG DIVI'(ON RECEIVED CITY OF TUKWILA OCT 09 20a PERMIT CENTER 051200/3 051200.T 054000.DT 061006FRT 061000.PT 061600.GM5 061600.GS 012100.51E 072100.XPS 072727.FAF 072727.SAF 072727.SAM 074213.CS 074213.MP 074213 TS 074213 WC 074213 WFL 074213.ZF 074646.FCP 075216.85 075216.FWP 075216.MS 075216.SRS 075216T8 076200.RC 076200.SMF 079200.JS 079200.PJS 079200.RS 092900.GWB 092900.JM 112429.FAR 112429E1 KEYNOTE LEGEND STEEL BEAM STEEL TUBE DEFLECTION TRACK FIRE RETARDANT TREATED W000 PRESERVATIVE TREATED WOOD GLASS MAT GYP SHEATHING GYPSUM SHEATHING SPRAY IN FOAM EXTRUDED PS INSULATION FLUID -APPLIED WATER IMPERMEABLE FLASHING SA FLASHING MEMBRANE SA AIR BARRIER MEMBRANE CLOSURE STRIP METAL PANEL THERMAL SPACER WALL CORNER WALL HEAD SOFFIT & SILL FLASHING Z-FURRING FIBER CEMENT PANEL SYSTEM BEAD SEALANT FASTENER W/ PLATE MASTIC SEALANT SBS ROOFING SYSTEM TERMINATION BAR REGLETS & COUNTERFLASHINGS SHEET METAL FLASHING JOINT SEALANT (WITHOUT BACKER ROD) PREFORMED FOAM JOINT SEALANT BACKER ROD & SEALANT GYPSUM WALL BOARD 'J' MOULDING FALL ARREST ANCHOR ROOF FOAM INFILL r ADDENDUM 1 - PERMIT REVIEW NUMBER DESCRIPTION DRAWING REVISIONS 9/17/18 DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB :.r=_..._�..�... 12Q P6 6101 05840 Drawing Title: EXTERIOR WALL & ROOF DETAILS 0.01.2018 Stamp 5932 1 REGISTERED 1 A��RCf)IT66T, LEE RAYMONO FEGTON `sTATeoF wnswrvcrorr Drawn By Author Project No. 16.08 Sheet No. A8o3C of BLRB ARCHITECTS, P.S. E.24" BRICK HEADER 1F1\ BRICK VENEER INFILL @ ADMIN. i" 2•• rm ='(4,• 3 - 1-0 @FULL SIZE 0' EXISTING BRICK I—{E8SS2@ BOTTO ANGLE CLIPS BY LOUVER MFR MOD. BIT. ROOF'G SIF— OF JOISTS z/I \, MTL STUD WALL _@ E. CONC.BEAM SILL LOUVER INFILL ABOVE E. CONC. BEAM F31 3,=t'-0"@FULL SIZE --3" RIGID INSUL WALL TYPE? SUSP ACLGCOUST EXIS F CONC.BEAM OR E. 24" WIDE BRICK HEADER E. 16" DIA. GONG COL BEYOND 19 COL. (Th, WINDOW HEAD BETWEEM 16" DIAMETER COLUMNS Fw69s"""""'9 3"=1'A"@FULL SIZE - ---- -- 079200.JSB 074646.ET (J-MOLD) WEATHER LOUVER (7 3/8") BHT. MIL OVER WEATHER BARRIER /2 co 072100.131— ---- T 3/8" 1l2' ............... CM - COOLULUMNN BEYOND WINDOW HEAD @ WEST OFFICE ,F6) 9 3"=1'4@FULL SIZE \IC 1 \ E612} HEAD AT FCP ittt 1'-0"@FULL SIZ CLIP BY 074646. FCP HORIZ. FCP JOINT (TYPICAL) +/-11E O.C, 054000. ZSF HORIZ. "Z" 24" O.0 (TYPICAL) STARTER TRACK BY 074646. FCP VENTED 061600.PWS 07210031 072100.SIE 072100.XPS 072727.SAM 0T4646.ET 0T4646.FCP 0T9200.JS 0T9200JS8 092900.GBX KEYNOTE LEGEND PLYWOOD SHEATHING BATT INSULATION SPRAY IN FOAM EXTRUDED PS INSULATION SA AIR BARRIER MEMBRANE END TRIM FIBER CEMENT PANEL SYSTEM JOINT SEALANT (WITHOUT BACKER ROD) BACKER ROD WITH JOINT SEALANT GYPSUM BOARD TYPE X 1/2" REVEALS IN PLASTER TO MATCH E. TUB STEEL BRACES 074646.FCP OR COL,E C'.:^:'_I/,ir'CE AFF tG'�ieD J " 042.13 City of Tukwila BUILLYOG LIVISIOPI 1 1/2", 3v, RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER 1 ADDENDDMI-PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB . r°. v Drawing Title; EXTERIOR WALL & ROOF DETAILS Stamp y ( REGISTERED I{ � �10 4RCy1TE0T I 3LEE RAYMOND FFENTON i STATE OFWASH-NGTGN BLRB ARCHITECTS, P.S. 'AG % EXISTING GRID LOOKING SOUTH 2 3 4 5 6 A C D E 079200.625-- 072100.XPS W/ 074210.CFS (1") 06 (5/8)1600.GS --092900.GBX (5/8") UNDER WINDOWS (EXISTING GWB BETWEEN WINDOWS) L J 072727.SAM- 079200.PJS-- 074646 FCP-- ( E652 r) / ti ---EXISTING STEEL BEAM EXISTING METAL FURRING 072100.SIF (CONT.) -- 051000.WS OR 054000.0T (PER STRUCTURAL) ' SAME AS WALL TYPE E8SS2 EXCEPT 054000 ES ARE EXISTING — CEILING PER REFLECTED CEILING PLAN WALL, FLOOR & WALL TRANSITION DETAIL @ WEST SIDE OF SMALL c C,oi)_COURTYARD _.._._... 3"=1tl'@FULL SIZE 0' 1" 2" 4" H VFY 074213 C— CLIP 074213 C--- CLIP 072727.SAF----, WRAP OVER PARAPET 872100.XPS (2 %") 074213 MP- 074213 ZF CONT. ZEE 072727.SAM I HORIZONTAL METAL PANEL @ PARAPET Prni3)(23=93"= 1'30"@FULL SIZE 076200.CP 061000.WFU 061000.FRT 075216.TB 875216.5RS o7521s CB 872100.CW 061600.GMS E8SS2-) EXISTING PLASTER CLAD 074646.FCP 5/8" 072100 XPS---- W/ 874210.CF5 (1 3/4") /6' 074646.FCP— DEMOLISHED EXTERIOR WALL 2) WALL TRANSITION (PLAN/SECTION) @ EXISTING WALL G3r......._- 3"=1'A"@FULL SIZE 061000.FRT 1 072100.BI LLi %1 I75419.PRS —075419.TIB 092900.GWB LOW PAR29' - 4APET " "Y 0521001 051200 A �--- 092900.GW6 11131 SECTION - RAKE WALL AT WINDOW WELL i 1_1/2"=1'-0"@ FULL SIZE Th EXISTING EXTERIOR WALL (PLASTER} EXISTING GWB (5/e") EXISTING METAL STUDS (6") W/ EXISTING BATT INSULATION EXISTING PLASTER AND GYPSUM SHEATHING W/ 074210.CPS (1 3/4") 074646.FCP 079200.PJS 836"ABOVE LEVEL2 _ FINISH FLOOR — DEMOLISH EXISTING PLASTER AND SHEATHING, ROOFING MATERIALS, ROOF STRUCTURE, FURRING AND DRYWALL 072727.FAF— E6S2 SIM" SAME AS WALL TYPE E6S2 EXCEPT 054000. ES 8 092900.GBX ARE EXISTING AT WEST SIDE OF SMALL COURTYARD BETWEEN WINDOW OPENINGS %1 WALL TRANSITION DETAIL '\_,/ c2-.m 3"=130"@ FULL SIZE TORCHED MODIFIED BITUMINOUS ROOFING ON 1/4" GYPSUM COVER BOARD ON 061600.PW (1/2") ON 072100XPS (1/2") ON 061600.GS (5/8") 072727.FAF-- SEE ROOF PLAN FOR SLOPE REQUIREMENTS I R-3 —, 4 072600.E 051200.LE (SEE STRUCT.) LE- L JL i KJ RO OF/WALL DETAIL @ SECURITY OFFICE & TICKE 3 pETEH_ ....... r9 3, 110"@ FULL SIZE OITYOFTUKWILA 051200.A 0512001E 052100.J 054000.0T 061000.FRT 061000WFU 061000 WS 061600.GMS 061600 GS 072100.BI 072100 CW 572100,SIF 072100.XPS 072600.EVR 072727.FAF 072727.SAF 072727.SAM 074210CFS 074213.0 074213.MP 074213 ZF 074646.FCP 075216 CB 075216.SRS 075216.TB 075419.PRS 075419 1B 076200.CP 079200.PJS 092900,GBX 092900.GWB AF'ioi@C ED 1;''1d 04 2313 City of Tukwila 9UILC2JG O(V(0)ON -( E6S2 OCT 09 2013 KEYNOTE LEGEND STEEL ANGLE STEEL LEDGER STEEL JOIST DEFLECTION TRACK FIRE RETARDANT TREATED WOOD WOOD FURRING WOOD SHIM GLASS MAT GYP SHEATHING GYPSUM SHEATHING BATT INSULATION CAVITY WALL INSULATION SPRAY IN FOAM EXTRUDED PS INSULATION EXTERIOR VAPOR RETARDER FLUID -APPLIED WATER IMPERMEABLE FLASHING SA FLASHING MEMBRANE SA AIR BARRIER MEMBRANE COMPOSITE FRAMING SUPPORT SYSTEM (Z-GIRT) PANEL CLIP METAL PANEL Z-FURRING FIBER CEMENT PANEL SYSTEM COVER BOARD SBS ROOFING SYSTEM TERMINATION BAR PVC ROOFING SYSTEM TAPERED INSULATION BOARD COPING PREFORMED FOAM JOINT SEALANT GYPSUM BOARD TYPE X GYPSUM WALL BOARD 1 TADDENDUM 1-PERMITREVIEW NUMBER 1. 065CRIPTION 9/17/18 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB co, EXTERIOR WALL & ROOF DETAILS Date; 10.01.2018 Revised Stamp 59 REGISTEREIT ARRC/917EET LEE RAYMON3 F�ON srAT5015858NGTON Drew, 8': Author Pr0iect N0. 16.08 Sheet No. PERMIT CENTER BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 9 a ') A B C D E F K 079200.RS-, METAL FLASHING SECURED TO EXIST. REVEAL AT EACH EXIST. METAL STUD EXIST. 2" REVEAL 076200_SMF-, ry 076200.60 \ 06 EXIST. PLASTER ON 1/2" GYPSUM - SHEATHING ON 6" METAL STUD WALL W/ BATT INSULATION AND 5/8" GYPSUM WALL BOARD TWO-PLY TORCH MODIFIED BIT ROOFING -- ON 1/4" GYPSUM COVER BOARD ON 061600.PW (1/2") ON 072100.XPS(1 1/2") 072727.SAM iI SECURE 2X BLOCKING -- TO EXIST. METAL STUDS SEE ROOF PLAN FOR SLOPE---� R-3 ;'-, \� (SEE STRUCT) 051200 LE - (SEE STRUCT.) -EXISTING PLYWOOD I ROOF @ EXIST. WALL & REGLET @ EXIST. REVEAL DETAIL 1�@FULL SIZE 055000 T (6" x 6") (SEE STRUCT.) 092900.GWB 061600.PWS(112") 116623.SPF- 2..) 054000.S (El 191�7I "_rl....1-per �EBS2� 092900 GW8- (516") 116623.SPF-� (2.,) K1 WALL PAD/BRACE FRAME CLADDING 072600.EVR 072727.SAM ® 3"=1'-0" ®FULL SIZE 055000 T (6 x 6") (SEE STRUCT (5/8") 0i/261600.PWS----- ) 054000 S / ( C3 CLADDING @ BRACE FRAME - PLAN Frni=1.5=1___ 3'=1' 0"@FULL SIZE 0' 1" 2" 4' 36 - CLEAR SPACE AROUND BRACE FRAME MEMBER \'i A83 jl\\AOOF 3 054000.S--- 061600.PWS--- 2") 033000.GF CLADDING @ BRACE FRAME - SECTION a E852 072600.EVR 072727.SAM E8521 EBSPC> 072100.XPS(2") 072727SAM 072100.XPS(21/2") 033000, FTG(6') 042000.G(1") 042000.CM (HEAVY WT.) x8016) 075216.RS ON 075216.CB (Y.") ON 061600.PW (Ye") 8-8.5/12 SLOPING CAP 1 2 - CUT� 074213.MP- ON HAT CHANNEL (%' ,E14S113/ X1-/- 1" DRIP EDGE 2 2 KEYNOTE LEGEND 033000.FTG CONCRETE FOOTING 033000.GF GRANULAR FILL 034500.PB PRE -CAST BAND 042000.CM CONCRETE UNIT MASONRY 042000.G GROUT 051200.LE STEEL LEDGER 053100.RD STEEL ROOF DECK 054000.S STEEL STUDS 055000T STEEL TUBE 061600.PW PLYWOOD 061600.PW5 PLYWOOD SHEATHING 062023.MDF MDF WAINSCOTING 072100.XPS EXTRUDED PS INSULATION 072600.EVR EXTERIOR VAPOR RETARDER 072727.SAM SA AIR BARRIER MEMBRANE 074213MP METAL PANEL 074213.SP METAL SOFFIT PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 075216.CB COVER BOARD 075216.R5 ROOF SYSTEM 076200.RC REGLETS B COUNTERFLASHINGS 076200.SMF SHEET METAL FLASHING 079200.RS BACKER ROD & SEALANT 092900.GWB GYPSUM WALL BOARD 116623.SPF SAFETY PAD (FIXED) 075216.R5 ON 061600.PW (Y.") ON PLYWOOD 072100.XPS(1%") ON 092900.GWB(5/8") R-3 T 074213.SP 3/8" VENT (E6S52)- 074846.FCP ON HAT CHANNEL ( 034500.PB CE8SP 042000.CM CL OF BRACE FRAME eD ',,ii 04 2943 of Tuk86ila ".G GJ13i0 E 6WALL SECTION @ AUX. GYM EXT. WALLS (S & E) & S WALL NEAR SW CORNER ®°5 3"=1'-0"@FULL SIZE CITY RECEIVED OCT 0 9 2010 PERMIT CENTER W _ 917/18__ DESCRIPTION DATE , DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA'�Y: 1250Pacific Ave. Draw ng Title: EXTERIOR WALL & ROOF DETAILS Date 0.01.2018 Stamp 5932 REGISTERED AR05LT6GT,I 'L IE RAYMOND �ON OkNT N TE OF WASHINGTON Drewn By Author Project N0. 16.08 Sheet No. BLRB ARCHITECTS, P.S. 7 a 9 A H (E) GRID (E) GUTTER & FASCIA ABOVE E) GUTTER DDRAIN/CONDUCTOR ABOVE 079200.PJS. 034500-P (vE)BN RE IECRK ABOVE (E) CONC. PRECAST PLINTH FIBER CEMENT PANEL -- CIAO WALL ABOVE Fl 996009 ABOVE \ (E) CONC. PLINTH 062023-MDF (5/8') PLAN SECTION @ AUXILIARY GYM @ PRECAST PANEL BASE (SW CORNER) s o @FULL SIZE (E) PILASTER BEYOND 076200.CP 076200-RC 076200.D ;7;)g'' ."P 061600.PWS (1/2") COVER BOARD (1/41 PARAPET @ AUXILIARY GYM NORTH WALL 3". 1.0.© FULL SIZE ,ms ki 1/2" E8SS2) 072727.FAF 076200.DE 79 (E(GIRID gsl)uATTAFEZE (E) CONC. PLINTH BELOW 40 ALIGN END OF FASCIA &— VVEST FACE OF PEAKED CAP W/ FACE OF EXIST. PLASTER CLAD CONC. WALL TO NORTH FASCIA ABOVE PRECAST PANEL BELOW 074646.FCP 07 ti -- 002400.07 (ON EXIST, BRICK VENEER) --H I (E) BRICK VENEER — (E) CONC. PLINTH BELOW 40 062023.MDF (5/8") PLAN SECTION @ AUXILIARY GYM @ FIBER CEMENT SIDING (SW CORNER) Fm.6.1.= @ FULL SIZE DE LISH PLASTER PILASTER TO ACCEPT WALL 17 --- t 2 1/2" Z FURRING — (EACH SIDE) 092900.GWB—..- -1 3/8" (VERIFY) 079200,PJS 6 / (EACH SIDE) - 2 ( WHITE ALUM, ANGLE FILLER© (E) PLASTER REVEAL (EACH SIDE) 079200-JS K3 PLAN/SECTION PIE) COLUMN IN WALL @ (E) PILASTER @ STORAGE ROOM T. @ FULL SIZE DEMOLISH PLASTER PILAST (E)s GRID F(AE)scGIUATTABEoRvE& -1` L 40 074213.MP (1" x 12) ON HAT CHANNEL (A") (E) BRICK VENEER 079200.PJS \ CAP FLASHINGA/ENT 092400,07 (ON EXIST. BRICK VENEER) BRACE FRAME SLOPING PARAPET ABOVE KEYNOTE LEGEND 034500.PB PRE -CAST BAND 0345007CP PRE -CAST PANEL 061600.PWS PLYVVOOD SHEATHING 052023-MDF MDF WAINSCOTING 072100,SIF SPRAY IN FOAM 072100.XPS EXTRUDED PS INSULATION 072727.FAF FLUID -APPLIED WATER IMPERMEABLE FLASHING 074213.0P METAL PANEL 074646707 FIBER CEMENT PANEL SYSTEM 07920007 COPING 076200_DE DRIP EDGE 076200,R0 REGLETS & COUNTERFLASHINGS 079200,29 JOINT SEALANT (WITHOUT BACKER ROD) 079200.PJS PREFORMED FOAM JOINT SEAIANT 079200,69 BACKER ROD & SEALANT 092400.CP CEMENT PLASTER SYSTEM 090900-GVV6 GYPSUM WALL BOARD r, PLAN SECTION @ AUX. GYM @ METAL WALL PANEL SIDING (§yv CORNER) \ :5) @ FULL WE - -~ DEMOLISH PLASTER PIIASTER TO ACCEPT WALL 2 1/2" Z FURRING (EACH S(DE) 092900.GWB—..- 072100.SIF / ]; 034500.PCP (EACH SIDE) 079200 RS (EACH SIDE) 3/8" (VERIFY) 0 --r 11 40 WHITE ALUM. FILLER @ (E) REVEAL (EAC 079200.7IS (EACH S(DE) -(E8SPC) 97 PLAN/SECTION @ (E) COLUMN IN WALL @ (E) PILASTER @ FULL SIZE .1,%:'1 04 Z513 City of Tukwila UllCiNG CIVIC= RECEIVED CITY OF TUKWILA DEC 20 2.018 PERMIT CENTER LNUMBEL DESCRIPTION _DATE DRAWING REVISIONS CONFORMED SET Foster High School Modernization and Addition Tukwila School District BLRB ARCHITECTS, P.S. 5 6 7 9 KEYNOTE LEGEND 5 076200.SMF--- IT LOLL- 2 x 6 WOOD BLOCKING WITHIN EXISTING METAL It STUD(12') FRAMING 2 / \2 6 074646.FCP 076200.RC----- COVER BOARD- (1/4") 072100 1/2").XPS- (1 061600PWS--- (12") 072100.SIF @ VOID AREAS AROUND COL. (SEE G3/A0.4G) 092900.GW6--- (5/8") R-3 2 J- 1_ \ </ CLOSURE 051200.LE-----L' (SEE STRUCT ) XISTING METAL FRAMING END OF STEELTING TUBE EXIS 061600PW (5/8") EXISTING STEEL COLUMN-o--- ROOF AT EAST COLUMN & PILASTER - AUXILIARY GYM - NORTH WALL &t,/LmtaL56=1 3"=ILO" @FULL SIZE 076200.SMF- 064113 SF-Lo ot 079200,JS6---ot 076200.SF(1/2") I, CUT 079200JSB / ALUM. ANGLE BY ;to' S F. MANUF. 2 076200-DE- Y/ 3/8 072727.SAM 074213.MP-.--- 061600.PW (3/4") 061600.PW(5/8") �( W SILL NORTH WALL OF AUXILIARY GYM 8"= 1'a @FULL SIZE 074213.MP- rl r it 076200.0E---- 1 �...1.....1._ 076200.RC 072727.SAM- 06/4")10.PWS (360 4 I' ROOFNVALL @ NORTH WALL OF AUXILIARY GYM 072727.SAM TORCHED MODIFIED BITUMINOUS ROOFING ON 1/4" GYPSUM COVER BOARD 061600.PW--- (1/2") 072100.XPS---- (1 1/2") 061600.GS-- (5/6") �0 PARAPET @ 6" EXTERIOR WALL ® - a"=1'-0"@FULL SIZE 1/2" VENT SPACE 072727.SAM 074646. FCP 076200.SMF '.14SM/ Cr OF BRACED FRAME IN 8" STUD WALL BEYOND V +12'-11" EXISTING WALL @ CANOPY 072100.SM THROUGH HOLES IN ---- EXISTING PLASTER @ INSIDE OF CANOPY WALL TORCHED TWO-PLY MODIFIED ----- BITUMINOUS ROOFING ON 1/4" GYPSUM COVER BOARD. DEMOLISH EXISTING PLASTER, SHEATHING AND FRAMING S EXISTING STEEL TUBE 8" METAL STUDS U / \ / SEE DETAIL Gi/AB4H FOR SIMILAR CALLOUTS STORAGE 092900.GWB(1/4") LI L i3 iJ 43 +17-0" 072100.VR ---- 092900.GWB (5/8" -PERFORATED) 072100.151(4n 4000.ZSF(4") CC::_- CG::^:"_'FENCE AP'i.f:O,bED JAN 0 4 2913 City of Tuheila OUILCIf2G CroIo•.CN +11' 2" SOFFIT -CE8SS2) VESTIBULE K6 ROOF/WALL @ N. WALL OF AUX. GYM @ STORAGE ROOM & VESTIBULE RECEIVED CITY OF TUKWILA OCT 092 0B PERMIT CENTER 051200.LE STEEL LEDGER 054000ZSF Z-FURRING 061600.GS GYPSUM SHEATHING 061600 PW PLYWOOD 061600.PWS PLYWOOD SHEATHING 072100.BI BATT INSULATION 072100.SIF SPRAY IN FOAM 072100.VR VAPOR RETARDER 072100 XPS EXTRUDED PS INSULATION 072727,SAM SA AIR BARRIER MEMBRANE 074213.MP METAL PANEL 074646.FCP FIBER CEMENT PANEL SYSTEM 076200.0E DRIP EDGE 076200.RC REGLETS & COUNTERFLASHINGS 076200.SF STEP FLASHING 076200.SMF SHEET METAL FLASHING 079200.JS6 BACKER ROD WITH JOINT SEALANT 084113.SF STOREFRONT FRAMING 092900 GWB GYPSUM WALL BOARD 1 ADDENDUM 1- PERMITREVIEW I 9/17/18 NUMBER I DESCRIPTION I, DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District Ib6Paiife8re15"' S4i4e108;==,',;; :Waihir9ton gala Drawing Title: EXTERIOR WALL & ROOF DETAILS Stamp 5932 REGISTERED n' ARCF)REA88 III l�IIl D IL7 ( LEE RA MOF IONO FENTON ( STATE 0FWA9HINGTON BLRB ARCHITECTS, PS) 5 6 7 8 9 A B C D E F EXISTING WALL @ CANOPY DRILL HOLES IN EXISTING PLASTER& SHEATHING & INSTALL 072100.SIF IN EACH STUD SPACE FULL HEIGHT. REPAIR HOLES IN PLASTER (PROTECTED FACE) 076200.SMF 076200.RC— TORCHED TWO-PLY MODIFIED BITUMINOUS ROOFING ON 1/4" GYPSUM COVER BOARD. L 061600.PW (12") 07210012").XPS-- (1 K CLOSURE 051200.LEJ (SEE STRUCT.) EXISTING STEEL TUBE' SEALANT TAPE / WASHER SCREW T -(E8SS2 /H ROOF/WALL @ NORTH WALL OF AUXILIARY GYM STORAGE - 061600PW(1/2) 076200.SMF +12'-11" 072100_SIF TORCHED TWO-PLY MODIFIED BITUMINOUS ROOFING ON 1/4" GYPSUM COVER BOARD. LR-J EXISTING WALL @ CANOPY 092900.GWB (1/4") ON EXISTING PLASTER 072100.VR 8 MEAL STUDS 2 \ \ v\/ \ TICKET BOOTH SEE DETAIL G1/68 4H FOR SIMILAR CALLOUTS 072100.BI(4") EXISTING METAL STUD WALL W/ BATT INSULATION 6[T4L DEMOLISH 7/8" PLASTERS & 1/2" SHEATHING FROM 17-0" TO FINISH FLOOR EXISTING PLYWOOD & BLOCKING 072100.XPS- --- (11/2") W/074210,CFS ((I/O') 072727 FAF (ON EXISTING PLASTER) EXISTING PLASTER ON GYPSUM LATH 076200.SMF 061600.PW (3/4") i' 1 34" EXISTING EXTERIOR WAL 6-i12" 061000 PT 0]6200.RC 072100 XPS (1 1/2") W/ 074210FS (1 12") 061600PWS (1/2") -----TORCHED MODIFIED BITUMINOUS ROOFING ON 1/4" GYPSUM COVER BOARD EXISTING SHEATHING DEXISTING PARAPET W/ CLADDING & REROOFING DETAIL 054000.ZSF(4"( \r 3"=1%0"@FULL SIZE 092900 GWB (5/8"-PERFORATED) +11' 2" SOFFIT VESTIBULE INTERIOR SOFFIT, ROOF/WALL & REGLET @ EXISTING REVEAL - TICKET BOOTH & ENTRY VESTIBULE H3 --- �,/ 6'=1'-0"@FULL SIZE /2 074646 FCP EXISTING PLASTER 076200.SMF-( i1/2" VERTICAL HAT CHANNEL 1" 1 3/4" Z FURRING f1 3/8" 072100.XPS-- 072727.FAF 2 076200.RC— - \ TWO-PLY TORCH MODIFIED BIT ROOFING ON 1/4" GYPSUM COVER BOARD ON 061600.PW (1/2") ON 072100 XPS (1 12") 45( 6 EXISTING EXTERIOR WALL EXISTING BATT INSULATION CLADDING & ROOFING ON EXISTING EXTERIOR WALL Ft.mdt[t7F.93'+1'-0"@FULL SIZE KEYNOTE LEGEND 051200.1E STEEL LEDGER 0540002SE Z-FURRING 061000.PT PRESERVATIVE TREATED WOOD 061600.PW PLYWOOD 061600.PWS PLYWOOD SHEATHING 072100.61 BATT INSULATION 072100.51E SPRAY IN FOAM 072100VR VAPOR RETARDER 072100.XPS EXTRUDED PS INSULATION 072727.FAF FLUID -APPLIED WATER IMPERMEABLE FLASHING 074210 CFS COMPOSITE FRAMING SUPPORT SYSTEM (Z-GIRT) 074646.FCP FIBER CEMENT PANEL SYSTEM 074646,HC HAT CHANNEL 076200.RC REGLETS & COUNTERFLASHINGS 076200,SMF SHEET METAL FLASHING 079200.RS BACKER ROD & SEALANT 092900.GWB GYPSUM WALL BOARD COL!: C`r r.."JF,Ir'C A- .. oD J,"0042S13 City of Tukwila UILCiNG 0(V(0!ON RECEIVED CITY OF TUKWILA OCT 0 9 2C':9 PERMIT CENTER 1 IAODENDUM1-PERMITREVIEW NUMBER; DESCRIPTION DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District EXTERIOR WALL & ROOF DETAILS REGISTERED ARCHITECT\ RAYMOND SENTO ice. TE OFW D FENTON ATE Gi' WASHINGiON BLRB ARCHITECTS, P.S. 2 3 4 5 6 7 9 KEYNOTE LEGEND 2 m ) A B C 5 E F G H K -- 07620.SMF (VERIFY IN FIELD) /' 061600.PW 072727.FAF / (1/2") CLEAT 072100 XPS-- W/ 074210.CFS (1 3/4") (1/2") \—EXISTING PARAPET BLOCKING (REPLACE IF DAMAGED) EXISTING METAL FRAMING (6") EXISTING PLASTER AND SHEATHING EXISTING REGLET ---EXISTING ROOFING AND SUBSTRATE ail CLADDING @ EXISTING PARAPET DETAIL 222020 \/ � ® 3"=1'A"@FULL SIZE I/O' EXP. BOLT@ MASONRY.#10 SHEET METAL Zo SCREWS (2) @ ,1111 INSUL PANEL n 31/2" @ MASONRY & INSUL. PANEL 21/2" @ MASONRY &INSUL PANEL ; 113 / 3/4" _. M.B. S.S. 5 WASHER W/ igu F r J 6- BRACKET 5DOWNSPOUT '�"@FULL SIZE DEMOLISH EXISTING ROOF TO METAL DECK AND INSTALL ROOF TYPE TO 1 MATCH ADDITION TO THE EAST /4712j 076200.DH 14 GA. MIN. 099113.PT 076200.MDS 14 GA. MIN. PT. MAX SPACING 8'-0" 0.C. 1/4"0 X 1/2" S.S. M.B. — W/S.S. WASHER SCREWS @ O3" 0 16200,DSS INSULPANEL--- ROOF DRAIN l r 10" DEMOLISH EXISTING PARAPET WALL DOWN TO BOTTOM OF METAL ROOF DECK 076200.DH 14 GA- MIN. MAX SPACING 8'-0" 0.C. 099113. PT r---076200.MDS 3" 0 PT. /,,, OVERFLOW ROOF DRAIN 1/4/12 SECURITY OFFICE ADDITION (E% ,, ROOF DRAINS @ EXISTING ROOF & ADDITION (SECTION LOOKING NORTH) F ..1,=`'°'""a+ 11/2"=1'.P@FULL SIZE — ......_... .....__ 4"n2 11/ I' I) II K5 ROOF DRAINS @ S.E. SIDE OF COMMONS - LOOKING EAST 1112"=10"@ FULL SIZE 0° ��0IIIIf / (13H 0" U EXISTING BRICK VENEER EXT. WALL 30 / City of Tukwila BUILL';C'f3 CMI ON RECEIVED CITY OF TUKWILA OCT 09 201 PERMIT CENTER 061600.PW PLYWOOD 072100.XP5 EXTRUDED PS INSULATION 072727.FAF FLUID -APPLIED WATER IMPERMEABLE FLASHING 074210 CFS COMPOSITE FRAMING SUPPORT SYSTEM (Z-GIRT) 074646.FCP FIBER CEMENT PANEL SYSTEM 074646.HC HAT CHANNEL 076200,DH DOWNSPOUT HANGERS 076200.DSS DOWNSPOUT STRAINER 076200MDS DOWNSPOUTS (METAL) 076200.SMF SHEET METAL FLASHING 099113.PT PAINT SYSTEM 9/17/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District EXTERIOR WALL & ROOF DETAILS Stamp 5932 tI REGISTERED / / AROHMECT 1„� 0004Y00N'00NTON 1 STATE OF WASHINGTON BLRB ARCHITECTS, P.S. A GO /E6SM9M B C 076200 DE- \ D NOTE SEE DETAILS 01 & H1 FOR TYPICAL CALLOUTS 074212 SP---' 072727 SAMJ (ON FACE OF 072100.XPS) 0512009 W16X26) (SEE STR CT-) 072100.XP5- (212") CUT & BENT SOFFIT PANEL W/ MATCHING - METALSUPPORT ANGLE/FLASHING E 3/8" VENT SPACE -I) 072100-61(6') il4" 016200.0E6-2 INSECT SCREEN -- F� SLOPED SOFFIT DETAIL u . 3'=1'o @FULL SIZE 076200.CP /-- 07620.CP / BEYOND 061000.FRT (2 V.") 074213.MP------- 061000.FRT BLOCKING 079200.JS076200.CH 8„ xi 001000 FRT I BLOCKING 076200.DSS- 076200.MDS 074646.FCP 051200.8 (W18X35) (SEE STRUCT) 076200.CP- 074213.MP 079200.1S- TOP EDGE 076200.CH- 0762ao.MDs- (3„ TYP.) view: rd24_scuipper w / conductor head @ horizontal metal panels SCUPPER W/ CONDUCTOR HEAD @ HORIZONTAL METAL PANELS 112"-1 0" @ FULL SIZE RAISED METAL EDGE BY GARLAND =i �015216.SRS -i/4"i FT. BACK SLOPE TO DRAINS BENT PLATE (4 x 4) L- 061600 GS(5/8") ----TAPERED INSULATION--, 072100-PSO (4") 072100.SIF(FILL VOIDS) \ (5/6") 072100.PS0(4") 075216.VR 074213.MVERT.) P-- - HAT CHANNEL (1/2" @ 16" 0-C 0762000E-, / 4" x 4" STEEL PLATES T0- SUPPORT STUD WALL `- 053100.RD (1 1/26 051200.8 (16 x 24) 054000.ES(31/2) 74 /', 074213SP-I / (1" 312" HORIZ.) 074213 ZF (212"@16"O.C.) W/ 072100.XP5 (21/2) E METAL_FASCIA @ OVERHANG �J 3'31'E FULL SIZE 075216.SRS 075216.C8-, (1 07210 '70.CW Y 074213.MP--/ 074213.WFL 0BLOCK61000 ING FRT (BENT PANEL) L076200.PS 9' jr 74" / FT. SLOPE 054000.5 (312") 076200.PS APRON UNDER ROOFING 061000.WFU 061000.FRT --072100 XPS (220.) 3"X3" HOLE 076200.CH K SECTION @ SCUPPER & CONDUCTOR HEAD , ®"ffi " 11/2 -1,0 @FULL SIZE 072100.81(6") (W18X35) (SEE STRUCT.) 054000 DT 074213.SP-I (1" x 12'2 072727 SAM-, 072100.XPS- (2 1/2") 3/8" VENT SPACE-2 INSECT SCREEN-7 014646.FZ-- (HORIZ.) 074646.FCP----- 07272.SAM E6SS2 (F6', HORIZONTAL SOFFIT TO WALL DETAIL 3" -1'U"@FULL SIZE COL: Ci l'.NCE AKr- ED City of Tukwila BUILL:NG DIVICION RECEIVED CITY OF TUKWILA OCT 09 2'313 PERMIT CENTER KEYNOTE LEGEND 051200.8 STEEL SEAM 053100.RD STEEL ROOF DECK 0540000T DEFLECTION TRACK 054000.ES EXTERIOR STEEL STUDS 054000.S STEEL STUDS 061000.FRT FIRE RETARDANT TREATED WOOD 061000.WFU WOOD FURRING 061600.GS GYPSUM SHEATHING 072100.B1 BATT INSULATION 072100CW CAVITY WALL INSULATION 072100.PS0 POLYISOCYANURATE BOARD INSULATION 072100.SIF SPRAY IN FOAM 072100.XPS EXTRUDED PS INSULATION 072727.SAM SA AIR BARRIER MEMBRANE 074213.MP METAL PANEL 074213.SP METAL SOFFIT PANEL 074213.WFL WALL HEAD SOFFIT& SILL FLASHING 074213ZF Z-FURRING 074646.FCP FIBER CEMENT PANEL SYSTEM 074646.FZ FURRING'Z' SHAPE 075216.CB COVER BOARD 075216,FI FLASHING & STRIPPING 075216.SR5 SSS ROOFING SYSTEM 075216VR VAPOR RETARDER 075419 MF MECHANICAL FASTENER 076200.CH CONDUCTOR HEADS 076200.CP COPING 076200.0E DRIP EDGE 076200.DOS DOWNSPOUT STRAINER 076200.MDS DOWNSPOUTS (METAL) 076200.PS PARAPET SCUPPER 07920019 JOINT SEALANT (WITHOUT SACKER ROD) 1 iADDENDUM 1 -PERMIT REVIEW NUMBER;' DESCRIPTION 1 9/17/18 '; DATEI, DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB �.. 7t50 aiifc Ave w/6)59 .; .Was 1Gton98402 001515599 Drawing Title, EXTERIOR WALL & ROOF DETAILS 5932 1 REGISTERED ry 1I�/��]�AypETT�S:EDT� RNYMONDFtNTON) 1 EEATEOFWASHINOTON BLRB ARCHITECTS, P.S. 3 4 5 6 7 9 A B D \ A / Y E. C!ONC COLUMN (165 DIN Th 4-1 c_k • - 074646. FCP 074213. WP SS ANGLE 3/4 X 2X 1/16 WITHIN WP SLIP RASH'S ON PRECAS BELOW SEISMIC WALL JOINT - — BALCO 6TWFC -3-6 b COLUMN & SEISMIC JOINT 5,1'4" @FULL SIZE Seismic Wail Joint P2 1HR WALL BEYOND 2HR SHAFT WALL L FACE OF E. BY ---- FACE OF 2 HR SHAFT WALL WSD 250 •.• STEP @ MTL. " I FASCIA @ ROOF S.7;"-ic 1 HR WALL 3E. 150E @ FULL SIZE EXISTING COPING EXISTING ROOF EXISTING GUTTER EXISTING COPING 076500610 A2) I? ARCHITECTURAL JOINT SYSTEM Fr 075216.MAS SBS-MODIFIED ASPHALT SHEET 061000.FRT 63 '1 iIiii/ERD551EI5i'ANTTREATED W000 /‘ iii HHO 10 31' - OF 0 29' - 05/ 293" --A SECTION - SEISMIC JOINT @ A2 = FULL SIZE COURTYARD 9L31, _TjARBT 076500620 061000.FRT 061600.PW 076200.CP 075419.PS 075419.TIB-- ----- 061000.8RT K4 SECTION - SEISMIC JOINT @ A5 FULL SIZE 63 (ATh 0 29' 6'' EXISTING STRUCTURE LOOSE FILL TYPICAL FF:FFFJ-It' 141:I . ' ---- BACKER ROD & CAULK 06 FTP STEM BALCO 6TWFC - 3 - 6 SEISMIC WALL JOINT J MOLD BY FCP MFR. AAA SEISMIC WALL JOINTS ,D6? 5=1=1???..9 SLY@ FULL SIZE BALCO 6TVVEC - 3 - 6 SE SMIC WALL JOINT a WALL TYPE? KEYNOTE LEGEND SEALANT TAPE COUNT. @ FLANGE TYPICAL 061000.FRT 061600.PVV 075256860 075419.PS 075419.TIB 076200.CP 079500610 GB SECTION - ROOF @ COURTYARD - NORTH \D) 079500.AJS 076200.CP 07541979 0' III 2" 4" SECTION - SEISMIC JOINT @ 01 F-1=1=9 11/2,150E @ FULL SIZE 0, 3i-0" 0 29' 6'' CENINEtiti iRtY.TED E.:1 0 4 2213 City of Tukwila UILU:NG EXISTING STRUCTURE 1 1 H IL H RECEIVED CITY OF TUKWILA OCT 0 9 2918 ki, EFS NI 5,4 PERMIT CENTER FIRE RETARDANT TREATED WOOD PLYWOOD SBS-MODIFIED ASPHALT SHEET PVC SHEET TAPERED INSULATION BOARD COPING ARCHITECTURAL JOINT SYSTEM j,LADDENDUM 1 -DPEEsReMRITREioVNIEW 9/17/18 Er ipT DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1:1IEUEMEIN1111111 0809215000 BI.613.c0 n EXTERIOR WALL & ROOF DETAILS D'te 10.01.2018 Revised St'"' 5932 REGISTERED ARGDITEGTH I23901ZOf—'rn k STATE OE offfeHoGToo Drawn By _ Project No. 16L8 Sheet No iA8.3Mi of BLRB ARCHITECTS, P.S. 076200. SMF \7 (21/2") RAISED METAL EDGE DETAIL PER GARLAND 9. 061000.PT .. ...-. R-3j CU GUT 074213 ZF (1/2"@16"O.0 074213.MP (1"x12"-VERT.) E6S 1 12{ 1/1 / A 1 / \ /\\ X i -J`C X = 0512001E (SEE STRUCT ) --- 072600.PVR 053100.RD (1 1/2') (Di ROOF EDGE PERPENDICULAR TO SLOPE (1/4'/FT.) 31=1'-0' @FULL SIZE 9 G' 051200.E (@ EXT. WALL) (SEE STRUCT.) -- FIBER CANT SLOPE PER GARLAND NOTE'. SEE 01 FOR NOTES IN COMMON ROOF EDGE PARALLEL TO SLOPE(1/4"/FT.) H1 k G) 076200.DE- 072100.51F 072100 B1(6") 074213.SP-, 072727.SAMJ 3/8" VENT SPACE-} (1"x 12') ON 074646,1EZ (21/2") ) 072100.XP5---, (21/21) -G-4_FLAT SOFFIT DETAIL ®aa 3"=1'0 FULL SIZE PROVIDE BISCUIT JOINT AND VENTED CLIP AT TOP EDGE OF FIBER CEMENT PANEL 072727.SAM. 074646 FZ (HORIZONTAL) (TYP.) 074646 FCP EXISTING CAP FLASHING NOTE' SEE DETAILS D1 & H1 FOR TYPICAL CALLOUTS R SEISMIC JOINT R CANT 054000.0T 12 1110 051200.8------ --- 053100.RD N EXISTING ROOF & PARAPET 2 K/q SEISMIC JOINT @ PARAPET NEAR GRID J® i 3"=1'-0'@FULL SIZE ........ R-3 076200.DE- 3/� 11/2 15/8" FLASHINOS 074646.9H0 (2 074646.FCP W/ 074210.115 (1 3/4") 072727 FAF 079200. RS EXISTING EXTERIOR WALL (PLASTER) B6/ CLADDING @ EXISTING WINDOW - HEAD DETAIL \J ® T'=1-O'@FULL SIZE 3114" EXISTING EXTERIOR WALL 1 12'1 5/8" 1� FLASHINGS CLADDING @ EXISTING WINDOW - JAMB DETAIL orF7, 4 3-1,0 @FULL SIZE ' 1" 2" y CLEAT uz_ 084113.SWS 079200.RS- 1/2" VENT SPACE 072727. FAF-- )EBSS2) SIM.' SAME AS WALL TYPE E85S2 EXCEPT 054000.ES ARE EXISTING EXISTING HEADER --- 061600.PW (1/4") 061000.PT 1----EXISTING CEILING \-----EXISTING ALUMINUM FRAME WINDOW CLADDING & WINDOW @ EXISTING WALL - SILL DETAIL Frni=ofm=93"=1'-01@FULL SIZE 061600.PWS---' 0540008 061000.PT 072100.XPS (21/2") ---- 034500.PB(TYP.) 079200.J58--/ 084113.5E--fJ 061600PIN(1/4") EXISTING ALUMINUM FRAME WINDOW NOTE SEE B6 FOR NOTES IN COMMON - 061600 PW (3/4") r---FACE OF WALL PANEL ABOVE 072100 SIF 062023 WS (P-tAM) (1 X2) 054000.ES(6') (ON EXISTING STUDS) 092900 GW8 (5/8') 6" BATT INSULATION 072600.EVR EXISTING METAL STUDS BELOW EXISTING WINDOW OPENING - CUT DOWN TO ACCOMODATE 084113.SWS NOTE: SEE B6 FOR NOTES IN COMMON - 061600.GMS 054000S (6') W/ 072100.BI 31/2" -�� 061600.GMS (PIP.) 079200.JS - 072727 SAM ;ace ri:i c9 042C19 C'ty of Tukwila BUIL1 1(G OI VLSI ON --- FACE OF OVERHANG ABOVE RECEIVED CITY OF TUKWILA OCT 0 9 201 PERMIT CENTER VESTIBULE WALL (NORTH) @ PRECAST PAN - PLAN/SECTION ,..issztaR1=9 3"=1'-0"@FELL SIZE 034500.PB 051200.8 0512001E 053100.RD 054000.DT 054000.ES 054000.S 061000.PT 061600.GMS 061600.PW 061600. PWS 062023.HLT 062023.WO 072100.81 072100.SIF 072100.XPS 072600.EVR 072600.PVR 072727.FAF 072727.SAM 074210,CFS 074213.MP 074213.SP 074213ZF 074646.FC9 074646.FOP 074646 FZ 074646.HC 076200.DE 076200.SMF 0792001S 079200JSB 079200RS 084113.SF 084113.SWS 092900.GWB KEYNOTE LEGEND PRE -CAST BAND STEEL BEAM STEEL LEDGER STEEL ROOF DECK DEFLECTION TRACK EXTERIOR STEEL STUDS STEEL STUDS PRESERVATIVE TREATED WOOD GLASS MAT GYP SHEATHING PLYWOOD PLYWOOD SHEATHING HARDWOOD LUMBER TRIM WINDOW SILL BATT INSULATION SPRAY IN FOAM EXTRUDED PS INSULATION EXTERIOR VAPOR RETARDER POLY VAPOR RETARDER FLUID -APPLIED WATER IMPERMEABLE FLASHING SA AIR BARRIER MEMBRANE COMPOSITE FRAMING SUPPORT SYSTEM (Z-GIRT) METAL PANEL METAL SOFFIT PANEL Z-FURRING FIBER CEMENT SIDING BATTENS FIBER CEMENT PANEL SYSTEM FURRING'Z' SHAPE HAT CHANNEL DRIP EDGE SHEET METAL FLASHING JOINT SEALANT (WITHOUT BACKER ROD) BACKER ROD WITH JOINT SEALANT BACKER ROD & SEALANT STOREFRONT FRAMING STOREFRONT WINDOW SYSTEM GYPSUM WALL BOARD 1 ADDENDUMI PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION', DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB .r I/O ,,i/Av EXTERIOR WALL & ROOF DETAILS Revised Stamp 0.01.2018 5932 REGISTERED i PI /II ArpRC ITE`6'Lf\ `�1\II 11' ''JVII0608' 08 LEE RA MOND FENTON STA EOF_ASHINOTON Drawn B Author Project No. 16.08 BLRB ARCHITECTS, P.S. 6 8 i 9 30/2018 3:28:34 PM A 8 C D E G H J K L17 5/6' (EXISTING WA ROOM 139 (1/2") � s IM I 034500.PCP- // 074848.ET- / (J-MOLD) I 074646.FOP--7' 079200.6S/ SEISMIC WALL JOINT - - --' BALCO 6T WFC-3-6 061600.PW-, (3/8") E SEISMIC WALL JOINT- PLAN/SECTION m P 1-0"@FULL SIZE 7/8" PLASTER (EXISTING) 12" CMU (EXISTING) t2" AIR SPACE (EXISTING) 6" METAL STUDS W/ BATT INSULATION (EXISTING)— (2) LAYERS 5/8" GWB (EXISTING) SEISMIC WALL JOINT BALCO6T WFC-3-6 074646.FCP----I ' 034500.PCP-\ ROOM 118A 079200.PIS—I (BETWEEN PRECAST PANEL & PLASTER) VINYL CLAD INSULATION INFILL (TYPICAL AT ALL SEISMIC JOINTS) 061000.PT 079200.PJS -----8" CMU (EXISTING) ---- 7/8" PLASTER (EXISTING) �--- (2) LAYERS 5/8" GWB (EXISTING) \ \ 6" METAL STUDS W/ BATT INSULATION (EXISTING) 32" AIR SPACE (EXISTING) PERFORMING ARTS CENTER 061600.PW (1/2") r- 061600.PW (3/8") ( 079200.RS- 074646.ET--, (J-MOLD) SEISMIC WALL JOINT - PLAN/SECTION @ ROOM 118A e=n 3" =1'-0" @FULL SIZE 079200.PJS (BETWEEN PRECAST PANEL & PLASTER) 061000.PT VINYL CLAD INSULATION INFILL (TYPICAL AT ALL SEISMIC JOINTS) 321 5/8" (EXISTING WALL) SIDE STAGE FILL 2" REVEAL & SKIM COAT EXISTING PLASTER_.--, WALL WHERE EXPOSED TO INTERIOR ROOM 139 SEISMIC WALL JOINT BALCO 6T WFC-3-6 \ 651 079200.PJS-- ( /SEISMIC WALL JOINT @ PERFORMING ARTS CENTER \:/ T ±- 1 3"=1'-0"@ FULLSRE EXISTING DOOR FRAME MODIFIED TO SWING DOOR FROM WEST SIDE OF JAMB —VINYL CLAD INSULATION INFILL (TYPICAL AT ALL SEISMIC JOINTS) 6" METAL STUDS W/ BATT INSULATION (EXISTING) (2) LAYERS 5/8" GWB (EXISTING) - ---8" CMU (EXISTING)---..- t2" AIR SPACE -..-- (EXISTING) 7/6"PLASTER (EXISTING) ill 5/8" -6" METAL STUDS W/ BATT INSULATION (EXISTING) \--- (2) LAYERS 5/8" GWB (EXISTING) (EXISTING WALL) 32"AIR SPACE (EXISTING) —12" CMU (EXISTING) - EXISTING CONCRETE COLUMN ----\ 7/8" PLASTER (EXISTING) -- VINYL CLAD INSULATION INFILL (TYPICAL AT ALL SEISMIC JOINTS -� ROOM 118A r SEISMIC WALL JOINT—// BALCO 6T WFC-3-6 FILL 2" REVEAL & SKIM COAT --- ---- EXISTING PLASTER WALL WHERE EXPOSED TO INTERIOR --7/8" PLASTER (EXISTING) PERFORMING ARTS CENTER PERFORMING ARTS CENTER — (2) LAYERS 5/8 GWB (EXISTING) SEISMIC WALL JOINT @ PERFORMING ARTS CENTER ( st FLOOR) .v® 3"y i'"0"@FULLSIZE i17 5/8" (EXISTING WALL) 6" METAL SUDS W/ BATT INSULATION (EXISTING) --t2" AIR SPACE (EXISTING) 8" CMU (EXISTING) COGS J;.;: 0 4 2 i3 City of Tukwila BUILL`:NG 09VLS!ON RECEIVED CITY OF TUKWILA OCT 092u/.S PERMIT CENTER KEYNOTE LEGEND 034500. PCP PRE -CAST PANEL 061000 " PRESERVATIVE TREATED WOOD 061600.PW PLYWOOD 074646.ET END TRIM 074646.FCP FIBER CEMENT PANEL SYSTEM 079200.PJS PREFORMED FOAM JOINT SEALANT 079200.RS BACKER ROD & SEALANT i ADDENDUM 1-PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION i DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 251Pa<Ifi(Ave(„„ / WOO 4:0±8n9840 25362155991"; EXTERIOR WALL & ROOF DETAILS Stamp 5932 1 ') ARCISRECTD lLEERSTATE O0MFONOWASHIFENTON N6i0N BLRB ARCHITECTS, P.S. 9 A B C D E F G H K 092900GWB-jI (5/8") 061000.WB- 092900.GWB- (5/8") (TYP.) COMMONS 001000.W8--- 092900.0W8, (5/8') 061600PW- (3/4') l 054000.S (10') 072100.81--� K1 088000.TG 088000.TG 084113.SF- 079200.JSB-. VESTIBULE 079200.JSB FLASHING BELOW --- 061000WB --- 079200.J5 �079200-JS --061000WB ---- 079200,JSB EXISTING PLASTER WALL EXISTING CONCRETE COLUMN (16" DIA) COURTYARD -FLASHING BELOW EXISTING CONCRETE COLUMN @ COMMONS - PLAN/SECTION .-....oi= 3"=1'-0" @ FULL SIZE .......... 01" 2" 4 092900 GBR-- (5/83 061600.PW (3/4") 5/8 5/8" - • 212" /1"}( 061600.PW--, (12') 072100916-- 061600.PW-- (1/2") 2 061000W8- 061000.W8 6 SOFFIT *- FRAMING BELOW 061000 W8-,_ 061600 780-1 I (1/2") -�------ SOFFIT FRAMING --/- BELOW T 1 L -� -----074213MP --- 074213 2F (HORIZONTAL) /---- 072100.SIF 10 EXISTING CONCRETE COLUMN (16" DIA.) E105M1 SI XIST. CONC. COL. @ COMMONS - NW EXT. WALL (pLAN/SECTION) Opi 04, 3"=1'-0"@ FULL SIZE 1 2 4' 072100,81 WAINSCOT BELOW -\ COMMONS n 092900.GBR (5/86 054000.5(10") VESTIBULE WALL - SOUTH VESULE BOOB) WALL DETAILS - P 3 o 1 0 (g FULL SIZE 072727.SAM-.1 WALL PANEL /- BE -PRECAST BELOW / \ '--- 072100.XP5(21/2') \ \ (A6/ 061600.PW N(1/2") 6) SEISMIC WALL JOINT---, (BALCO 6TWFC-3-6) \ 079200.RS---/ 074648.ET-, (J-MOLD) 1 061600PW-6 ) / (1/2" / / 0618")600.PW�� ( / FINISH & SUBSTRATE --------/ (SEE FINISH SCHED.) 1 072100.BI----- (4") -VINYL CLAD - _-- _ INSULATION - '-'--" INFILL- --(E65S2/ 061000,PT (TYP.) --- WIRE MESH WIRED TO METAL STUDS 6 7/8" l/ SEISMIC WALL JOINT DETAIL - PLAN (1st FLOOR) �/ 3•61 0 @FULL SIZE .. 1 `WAINSCOT BELOW 079200.JSB 079200.JSB 084113.SF 084113.5E-- COURTYARD VESTIBULE AN/SECTION -----079209JSB WALL PANEL--' 061600.PW--I (3/4") COURTYARD VESTIBULE WALL - NORTH E652,; 074646.FCP-- - 072100.BI WALL PANEL 092900.GBR (5/8") 054000.5 (6") OVERHANG ABOVE 6/ 042000.G 051200.T 054000.S 061000 PT 061000.WB 061600.PW 072100,131 01210091E 072100 XPS 072727.SAM 074213.MP 074213.ZF 074646.ET 074646.FCP 076200.DE 079200.JS 079200.JSB 079200.RS 084113 SF 088000.TG 092900.GBR 092900GW8 _ __I J T 2 4 II VINYL CLAD INSULATION I. INFILL--3 2 4 LI SEISMIC JOINT 072100XPS(2") 092900.GWB(5/8") 061600.PW (1/2") --- 061000.PT(TYPO 092900.GWB(5/8") 079200.JSB --084113SF SEISMIC JOINT @ HEAD/CEILING DETAIL J63"=1'30'@FULL SIZE 092900 GWB_' (CEILING) J;.;i 04 2:J City of Tutoila UILCING CivE9ict, RECEIVED CITY OF TUKWILA OCT 0 9 2013 PERMIT CENTER KEYNOTE LEGEND GROUT STEEL TUBE STEEL STUDS PRESERVATIVE TREATED WOOD WOOD BLOCKING PLYWOOD BATT INSULATION SPRAY IN FOAM EXTRUDED PS INSULATION SA AIR BARRIER MEMBRANE METAL PANEL Z-FURRING END TRIM FIBER CEMENT PANEL SYSTEM DRIP EDGE JOINT SEALANT (WITHOUT BACKER ROD) BACKER ROD WITH JOINT SEALANT BACKER ROD & SEALANT STOREFRONT FRAMING TEMPERED GLASS ABUSE -RESISTANT GYPSUM BOARD GYPSUM WALL BOARD NU ADDENDUM 1- PERMIT REVIEW BER DESCRIPTION 1 9/i0/18 DATE_ !i DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 Ratifit Ave:' -,Su/Ie100 - Wafhiigto399402 086015S99 BLRB.com'.: Drawing Title: EXTERIOR WALL & ROOF DETAILS Date: 10.01.2018 Stamp 5932 I REGISTERED II,�� fA�RCHITE ' I1V'/6 0GO'OI 1 LEE RAYMOND FENTON STATE E OF WASHINGTON Drewn BY. Author Project N0. 16.08 Sheet No. BLRB ARCHITECTS, P.S. 30/2018 3:28:46 PM A B C D E F 6752)16 CBS G (5/8" 075216.SRS-- \ 12 H K EXISTING BRIDGE DECK---( 051200 T a - (SEE STRUCT) 051200 8 (SEE STRUCT.) (SEE STRUCT.) DEMOLISH EXISTING METAL X PANELS ON N.W. FACE OF BRIDGE TO ACCEPT WORK 092900.GWB-I 054000.5- (6,) COLUMN SHROUD (SEE PLAN/SECTION) 072600.PVR-.. (50PCD.PT.... 079200JSB--1 (SEE STRUCT.) \ IS�i1_ 1° JG.� FASCIA @ NW FACE OF BRIDGE 1 3=1'0 @FULL SIZE 061600.PW (5/0") 075216.TIB 076200.CP siE 061000.PT EXISTING WINDOW CUT 10 SLOPETO CENTRAL DRAIN 075216-RIB • } (4.") 075216 VR / ) 075216.SB� \ 051200.B----- (6/8') / (SEE STRUCT.) 061600.PWJ (5/8") JOISTS PER STRUCT. I 12 /2' CEILING PER REFLECTED CEILING PLAN K 079200.JSB 084113.5E y c' VESTIBULE FASCIA 12 T 076200.DE 092900 GWB 072727.SAM - 072100.81(TYP.) X � 074213 MP 1 7/8"/ 061600.PW (112^) 061000.PT(TYP.) 079200.JSB 074213.MP 074213 ZF 072100 XPS (212") +15'-0" s -�-- 076200.SMF \f.\ 076200.DE 061600.PW (1/2") 072727,SAM 072100.81(TYP.) 054000.S(4") +13'2" s 061600 PW (1/2") EXISTING 6X6 STEEL TUBE AT TOP OF CONCRETE COLUMN 072100 XPS (21/2") - 074213.MP 074213 ZF (7/8") 061600.PW (112") 076200.SMF 17/6 , 079200.JSB I---- 076200.DE 084113.5E EXISTING 16" DIA. CONCRETE COLUMN BEYOND ( 3"=1'4P @FULL SIZE 051200 T--I (SEE STRUCT) EXISTING WINDOW /OU1i 6 STEEL TUBE POST (SEE STRUCT.) WINDOWS BEYOND FVESTIBULE ROOF 1 F3 . u-�a T'=1'A"@FULL SIZE 072100.XPS (TYP.) 075216.CB�., 075216.SRS , i( 1 12 0,4 LLLK i I 10 I 074213.MP 076200.RC PARAPET BEYOND 061600.PW (5/8") WD. JOISTS PER STRUCTURAL / 5 FASCIA OF WALL BEYOND 095113 ACT VESTIBULE SEE DETAIL G1/AS.3R FOR TYPICAL CALLOUTS OF EXISTING BRIDGE AND CLADDING ( E50 ROOF DRAIN & OVERFLOW ROOF DRAIN (SEE DETAIL E5/A8.3K 061000 PTA 11 II JE 12 LI L (5/0752J16.CB-\ 8" 8" WIDE FORMED GUTTER SLOPE TO ROOF DRAINS EXISTING (1/4" / FT.) FIBER BOARD 12 CANT \ \ \075216.SRS- 061000PT- (TYP.) 075216.CB 075216.SRS 061600 PW MT.) 054000.S 072100.81 076200.CP-, \ 'a \ 061600.PW- \ (5/8") 10 2 8 /2 h X�\, i, / 7zloo slF. EL 21/2" EXISTING INSULATION--- EXISTING-/ B ROOFING METAL DECK DEMOLISH EXISTING CEILING- WOOD SLAT CEILING --I Z EXISTING STEEL ANGLE EXISTING STEEL BEAM EXISTING STEEL TUBE F6 EXISTING BRIDGE FASCIA & ROOF EDGE IED EXISTING ROOFING AND INSULATION EXISTING METAL DECK - DEMOLISH EXISTING - ROOFING 81NSULATION K3 EXISTING BRIDGE - NW ROOF EDGE @ ROOF DRAINS F=1 1T,@FULL SIZE -.... ......-._._ /4 3r % +28' 9" 22 6 SEE DETAIL F6/A8.3R FOR NOTES IN COMMON 4L 2 /8' //8 1'• 2 KEYNOTE LEGEND 051200A STEEL ANGLE 051200.B STEEL BEAM 051200T STEEL TUBE 054000,S STEEL STUDS 081000.PT PRESERVATIVE TREATED WOOD 061600PW PLYWOOD 072100.81 BATT INSULATION 072100.SIF SPRAY IN FOAM 072100.XP5 EXTRUDED PS INSULATION 072600.PVR POLY VAPOR RETARDER 072727.SAM SA AIR BARRIER MEMBRANE 074213,MP METAL PANEL 074213 ZF Z-FURRING 074646.FCB FIBER CEMENT SIDING BATTENS 074646E7 FURRING'Z' SHAPE 075216 CB COVER BOARD 075216-RIB ROOF INSULATION BOARDS 075216.56 SUBSTRATE BOARD 075216.SR6 SBS ROOFING SYSTEM 075216.TI8 TAPERED INSULATION BOARD 0752164/R VAPOR RETARDER 076200.CP COPING 076200.DE DRIP EDGE 076200.RC REGLETS & COUNTERFLASHINGS 076200.SMF SHEET METAL FLASHING 079200.JSB BACKER ROD WITH JOINT SEALANT 084113.SF STOREFRONT FRAMING 092900.GWB GYPSUM WALL BOARD 095113 ACT ACOUSTICAL CEILING TILE 074646.FCB 074646.FZ 072100 XPS 072727.SAM - 092900.GWB ----EXISTING STEEL ANGLE N\ �I 076200.DE EXISTING WINDOW -CDC: KrKiiiCE A"r'7-kC cD J,!',N 04 291E City of Tukwila UILC:NG Chli2iON RECEIVED CITY OF TUKWILA OCT 09 2991 PERMIT CENTER 1 'ADDENDUM1- PERMIT REVIE NUMBER;- DESCRIPTION 917/18 DATE DRAWING REVISIONS 1 PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250P4aficAva 5ui@700 ' w4,6n9*18402. 255.6005599, Drawing Title: EXTERIOR WALL & ROOF DETAILS Dote: 10.01.2018 Revised Stamp 593E REGISTERED ARCHITECT \56N - \L58AMOD 4kNTON STATE Draw' By' Author Project No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. KEYNOTE LEGEND E A B C D E F G H K 6" 5" 075216.RIB 053100.RD 051200.A •- BENT PLATE PER — STRUCTURAL SY CLOF 72" H TRUSS GIRDER 072100.SIF VERIFY CLEARANCE BETWEEN BOTTOM CHORD OF GIRDER AND EXISTING BRIDGE WINDOW FRAME FOR GLAZING REPLACEMENT (5/8") 092900.GW8--- 072100.81— EXISTING STEEL ANGLE — EXISTING WINDOW 11 21/2" A Ii fJ— 4 \ /2 -(E6S2,2 074646.FCP 074646.FZ (7/8") 072727.SAM 076200.0E +26'-1112" 076200 RC 092900.GWB (5/8") 061600.PWS 072100 XPS 075216T1B 0610.PT (TYp.00) 075216C8 — CANT 075216.SRS 114 EXISTING FIBER BOARD ti EXISTING ROOF DECK, — EXISTING STEEL ANGLE INSULATION & ROOF'G �—EXISTING STEEL BEAM \'-'DEMOLISH EXISTING CEILING EXISTING WOOD SLAT CEILING -+— EXISTING STEEL TUBE --- 075216.RIB (6— COMMONS/EXISTING BRIDGE DETAIL \.J3 =10"@FULL SIZE EXISTING PLASTER GLAD EXTERIOR WALL @ ENDS OF EXISTING BRIDGE 079200. 076200.RC— EXPANSf0N JOINT (BALCO LPRE2) 075216.00---, (58) 075216.SRS--. EXISTING ROOFING AND INSULATION EXISTING WOOD BLOCKING --- X D3 EXPANSION JOINT @ EXISTING BRIDGE ® 3'=1'-0" @FULL SIZE COLS t ".'! r,iaCE F6+020D J,'',9 04 2>19 City of Tukwila UILU:NG D'7i `CN RECEIVED CITY OF TUKWILA 051200 A 053100 RD 061000.PT 061600.PWS 072100.81 072100.SIF 072100XP5 072727.SAM 074646. FCP 074646FZ 075216.CB 075216.RIB 075216.SRS 075216.TI8 076200.0E 076200.RC 079200.JS 092900 GWB STEEL ANGLE STEEL ROOF DECK PRESERVATIVE TREATED WOOD PLYWOOD SHEATHING BATT INSULATION SPRAY IN FOAM EXTRUDED PS INSULATION SA AIR BARRIER MEMBRANE FIBER CEMENT PANEL SYSTEM FURRING SHAPE COVER BOARD ROOF INSULATION BOARDS SBS ROOFING SYSTEM TAPERED INSULATION BOARD DRIP EDGE REGLETS & COUNTERFLASHINGS JOINT SEALANT (WITHOUT BACKER ROD) GYPSUM WALL BOARD 1 ,ADDENDUM 1 - PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE L DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB - I: TACO) IM0g f A 5 10100 8+16in0IDE48102�. Y,1.6225599; '. BLRB0077. Drawing Title: EXTERIOR WALL & ROOF DETAILS 0.01.2018 Revised Stamp 5932 1 REGISTERED ARCryp'E5T LEE RA MOND FFENTON A OS HINaT ory Drawn By: Author Project No. 16A8 Sheet No. A8.3S2 OCT 09 2E5 PERMIT CENTER or BLRB ARCHITECTS, P.S. 2 4 ( B8) 5 6 7 A B REUSE EXISTING REGLET FLASHING 061600.PW (PRESSURE TREATED - 1/2") CANT Th 3-- 053100 RD (1 1/2") F \ \ 3a \\\( (052106,1 (24" @ 6' 0.C.) s\ EE STRUCTURAL) Jr EXIST. BRICK VENEER EXT. WALL / / ROOF EDGE @ S.E. SIDE OF COMMONS (LOOKING EAST) 3,1 D @ FULL SIZE 10 —EXISTING CONCRETE DECK @ MECHANICAL LOFT 092900.GWB (1 MI) (W/ VB TAPE @ JOINTS - SECURE TO EXIST. STUDS) 054000.5(4") 072100.61(4") EXISTING METAL STUD WALL WI JOIST BEARING 8U STUDS (SEE 576057) - EXISTING COPING EXISTING PARAPET WALL (PIASTER CLAD) REUSE EXISTING REGLET --- CANT E— 075218,560 37 >( 061600.P1M(3/43)/ / L/ 37 3 L X / / / 051200 PL (BENT PLATE PER STRUCTURAL) — 092900.GWB(5/8") (FROM DECK TO CEILING BELOW) ,,EXISTING EXTERIOR WALL —053100.RD ( 1 1/2') - - 051200.B (SEE STRUCTURAL) ROOF EDGE @ S.E. SIDE OF COMMONS @ GRID B8 (LOOKING NORTH) .F1_ =im.., 3 71 @MAL SIZE 72, CI,: APFRC'..rD JO 012:13 City of Tukwila UILUNG CIViC(ON RECEIVED CITY OF TUKWILA OCT 0 9 2010 PERMIT CENTER 1 !ADDENDUM 1' PERMIT REVIEW NUMBER DESCRIPTION ',1jAE8 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB 00 11308a1t11Ave. 11ji'jsettlIn9toil DEICE '11,111' 60j 313'879-(fa'o 1' j :''r EXTERIOR WALL & ROOF DETAILS D60 10.01.2018 Stamp 5 93; \111 REGISTERED ARCHITEC-T a a v 1LEE RAYMOND FENTON I STATE OF WASHINGTON pre= BY 1 Author Sheet No A8.3T of BLRB ARCHITECTS, P.S. 2 3 4 6 7 9 A B C D E F R_31— (B9) EXISTING SCREEN WALL (PLASTER CLAD) y LL FACE OF BRICK VENEER HEADER------� ____ (TYPICAL CLAD INSULATION SEISMI I JOIN % - 8 __-_y. (TYPICAL AT ALL SEISMIC JOINTS) AND WALLAT ROOF ABOVE 084113.SF —EXISTING METAL DECK (E6S2 ---TOP CHORD OF EXISTING JOISTS S EXISTING WA F1ROOF ,_EDGE @ S.E. SIDE OF COMMONS @ SCREEN WALL @ GRID B9 @RILL SIZE _._ _.. ......... -.. __._._ E. CONC. COLUMN I (16"/DIN) 1 1 MIRROR OF OTHER SIDE OF COLUMN WINDOW JAMB COLUMN \K1/ m,R® 0°-i'U'@FULSIZE 0 i" 2" :a 4 5/8 GWB ON 1" FURRING 1)(2 HD WD EDGE ON P. LAM SILL 084113AW ow 0 (21/2") /2") 074648.FCP 061000 PT. 072727 FAF -- 076200 SMF -\ EXISTING MASONRY HEADER.—\ I-- 072100.XPS(2') BUILT-UP HEADER —SE SMIC JOINT BALC067WFC-3-6 -061600.PW ( /29) SECOND FLOOR HEAD 092900.GWB .- 081600. PW (1/2') 092900GW6 J /I 3 096513.RB SECOND FLOOR j — SEISMIC JOINT / BALCO EXBF-3-6 061600PW (1/2") --FACE OF SECOND FLOOR SLAB AND STRUCTURE FACE OF BRICK VENEER HEADER AND WALLAT ROOF ABOVE 072100 SIF (AT BUILT-UP HEADER) 092900 GWB 061600.PW (i/2") 061000.WFR b 1 079200.J5B—061600.PW (3/4") —084113.SF FIRST FLOOR HEAD 092900GWB ----SEE REFLECTED CEILING PLANS HEAD DETAIL @ SEISMIC JOINT EXISTING BRICK VENEER - -9 079200 JSB- "- 084113 SF—.- 084113.SF- 079200.JSB-+- EXISTING BRICK VENEER \-- 079200JS8 - SIDE LITE DOOR ---EXISTING PRECAST CONCRETE BELOW BRICK VENEER 072100.XPS (2") 061600.PW (128 (TYR.) 092900.GW6 GLUE TO FACE OF EXISTING PRECAST PANEL BELOW (+0" TO +30" A.F.F.) NORTH JAMB SOUTH DOOR JAMB \SIDE LITE 079200 JS8 ' 072100.XPs- i11 (3) SOUTH JAMB 092900.GWB GLUE TO FACE OF EXISTING PRECAST PANEL BELOW (+0" TO +30" A.F.F.) - 061600.PW (1/2") (TYP.) 072100.XPS (2") ! EXISTING PRECAST CONCRETE BELOW BRICK VENEER 3 JAMB DETAILS @ EXISTING BRICK VENEER ® 3'=1'-0"@FULL SIZE City of Tukwila UILC7NG Chli _11h RECEIVED CITY OF TUKWILA OCT 09 2C10 1 (ADDENDUM i - PERMIT REVIEW NUMBER; DESCRIPTION 9/17118 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB". TACOMA S48i(�APiE I Peb EtPL4Pd1D 1 ES, 12SOF zif A 01)>f: tTS 31 wa3h1 mo vea91 s 1 t 91 4 3.¢ 9P 25Z63 5599 SP§ Zeth b , Oa aYT t.. m•5di'. Draw' nq Title - EXTERIOR WALL & ROOF DETAILS Dale: 10.01.2016 Stamp 5932-- iI REGISTERED f 1 ARCyITECT, i / //1!�d'�9077 709 LEE Rk MOND ON LEE STATE OF WASHINGTON Drawn By: Author Project N. 16.06 Sheet No. FA8.3U PERMIT CENTER of BLRB ARCHITECTS, P.S. _J I 2 4 5 5 7 8 KEYNOTE LEGEND A B -CONC DECK CONTINUOUS 092216.FT 09221CDT DEFLECTION TRACK (AT METAL STUD WALLS) CEILING VARIES WALL TYPE VARIES --� SECTION WALLS PARALLEL TO FLUTES CONTINUIOUS BEAD OF i SEALANT AT PERIMETER, TYP 079219.AJS AT WALLS w/ BATT INSUL. 078443 JFS AT FIRE -RATED WALLS. DEFLECTION \ r METAL TIUD TRACK (AT METAL STUD WALLS)— - CEILING VARIES WALL TYPE VARIES --� CONC DECK 072100.MWV AT WALLS w/ BATT INSUL. 0413 PFS A78T FIRE -RATES WALLS. CONTINUIOUS BEAD OF SEALANT AT PERIMETER, TYP 079219AJS AT WALLS w/ BATT INSUL. 078443.JFS AT FIRE -RATED WALLS. SECTION ELEVATION WALLS PERPENDICULAR TO FLUTES THESE DETAILS ARE TYPICAL WHERE WALLS TERMINATE AT DECK AT ALL INTERIOR WALLS WITH BATT INSULATION AND AT ALL FIRE -RATED WALLS K1 TOP & BOTTOM OF WALL ° 7=1 1 112'=1-0°@FULL SIZE 092900_GW8 4B6, WOOD SYSTEM @ WALL i=t=f=93"=1'-0"@FULL SIZE SEE FLOOR PLAN FOR WALL TYPE 5 CORNER GUARD _._ @ GWB \.J E = w00 3"=1-0°@ FULL SIZE WASASUMBEY & FINISH, 092900.GWB WALL ASSEMBLY PER SCHEDULE FRP PLASTIC TRIM 066400.FRP FIBERGLASS REINFORCED PANEL /" ADHERED TO WALL B1 FRP @ VERTICAL SEAM tea - i 771I-E@FULL SIZE \�� WALLASSEMBLVB �/ EFINISH PER SCHEDULE i-092900.GWB \ \' --FRP TRIM @PLAEXSTIC POSTOPED CAP EDGES — 066400.FRP .9,7P @ HORIZONTAL EDGE MOLDING TRIM �E 3"=i'A"@FULLSIZE — WALL ASSEMBLY PER SCHEDULE - 092900,CJ 092900.GW8 IIiEXPANSION JOINT @ GWB - TYP \GfimiEEEPF=9 3"=1'10°@FULL SIZE i 092900.GWB WITH 0972000/WC OR 099123.PT TUCKED BEHIND FRAME 10a7 E 6skZE FU RE 1 ESSEfA1-J4`1''t`LD INTWALL J;;'r7C429 City of Tukwila BUILDING C(Ji£`•DN SEE FLOOR PLAN FOR WALL TYPE RECESSED FI RE EXT. CABINET ®I@FULL SIZE F RECEIVED — CITY CITY FTKWILA OCT 0 9 2018 PERMIT CENTER 066400.FRP 072100.MWV 078413.PFS 078443.JFS 079219 AJS 092216.0T 092216.FT 092216.MB 092900,CJ 092900.GWB 097200.VWC 099123. PT 102600.SCG 104413. PXC GLASS FIBER REINFORCED PLASTIC SHEET PANELING MINERAL WOOL INSULATION FOR DECK VOIDS PENETRATION FIRESTOPPING SYSTEM JOINT FIRESTOPPING SYSTEM ACOUSTICAL JOINT SEALANT DEFLECTION TRACK FIRESTOP TRACK METAL BACKING CONTROL JOINT GYPSUM WALL BOARD VINYL WALLCOVERING PAINT SYSTEM STAINLESS STEEL CORNER GUARD FIRE EXTINGUISHER CABINET ;ADDENDUM I- PERM IT REVIEW 9/17/18 NUMBER 1- -- I DESCRIPTION I, DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District INTERIOR WALL, FINISH & CASEWORK DETAILS 932 tI REGISTERED ' I ARCHITECT 1J. I' 11m'>°/°i 1 LEE RAYMOND PENTON STATEOF WASHINGTON BLRB ARCHITECTS, P.S. 2 4 6 7 8 9 A B c ------ WAIL BEYOND 088000.LG FLOAT GLASS 088000 GC GLAZING CHANNEL - 092216.SS ------ 002900 GW8 --- EXISTING CONCRETE WRAPPED STEEL COL. CONCRETE COL. BASE (A2) INTERIOR WALL WRAP @ EXIST. COLUMN 112`=1'-0"QFULL SIZE 11/4',18" 91/4" 085426.WS4� WOOD WALL SYSTEM 064100. PL--- D BLACK PLASTIC LAMINATE PANEL BACKING FOR WOOD WALL SYSTEM 064100.SRP-- BULLET RESISTANT BATTEN 064100.BRP-`� BULLET RESISTANT PANEL 2X10 WALL FRAMIN E BLOCKING FLUSH WITH FACE--� OF WOOD WALL SYSTEM FOR ATTACHMENT OF RESILIENT \ BASE 096513.66- - 103/4" NOTE: SEE INTERIOR ELEVATIONS FOR MATERIALS AND COLORS CUSTOM CAB-0NETRY SECTION ADMIN -3 1 1/4' AI _•-- G H MITRE CORNERS @ WOOD WALL SYSTEM - TYPICAL 095426.WS \ EDGE OF COUNTER BELOW --- SLIDING PASS-THRU WINDOW CUSTOM WOOD WALL @ COLUMN -�J .= " 1112, ,FULL SIZE K I r PER DIMENSION PLAN CORNER GUARDS WHERE NOTED - TOP. STRUCTURAL COLUMN, SEE STRUCTURAL DWGS 064100.PL-- PLASTIC GROMMET, 2" DIA. COLOR MATCH TO COUNTERTOP, SEE PLAN FOR LOCATIONS NOTE: SEE INTERIOR ELEVATIONS FOR !MATERIALS AND COLORS 064100.PL 064100.PL 092900.GWB PARTIAL HEIGHT WALL STIFFENERS AS REO'D---� 092216.60 ----- 088000.GC GLAZING CHANNEL 0880001G FLOAT GLASS WALL BEYOND C2, INTERIOR WALL WRAP @ NEW COLUMN 11/2"= 1'-0"@FULL SIZE �- HARDWOOD TRIM TO MATCH WOOD % WALL SYSTEM PLASTIC GROMMET, 2'DIA. COLOR MATCH TO COUNTERTOP, / SEE PLAN FOR LOCATIONS ---123600.SSM SOLID SURFACE COUNTER STEEL COUNTER '., SUPPORT, PAINT PT2 36' O.C. MAX. I PLASTIC LAMINATE PANEL SOLID SURFACE END PANEL BEYOND '.. FINISH FLOOR PER SCHEDULE COLUMN, SEE STRUCTURAL 3/4" WRAPPED CONTINUOUS / AROUND SLIDING WINDOW OPENING, STAINED TO MATCH WOOD WALL SYSTEM 096513-RB 123600.SSM SOLID SURFACE COUNTER STEEL COUNTER SUPPORT, PAINT PT2 36' 0.C. MAX. -ELEC. OUTLET '' WHERE OCCUR SCH FINISHEDFLULER PER OO FLOOR ANCHOR NOTE: SEE INTERIOR ELEVATIONS FOR MATERIALS AND COLORS CUSTOM CABINETRY SECTION ADMIN -1 11/2,1'-0" @ FULL SIZE PLASTICGROMMET, 2"DIA. COLOR MATCH TO COUNTERTOP, SEE PLAN FOR LOCATIONS --123600.SSM SOLID SURFACE COUNTER ----STEEL T NTER P467 ',. SUPPORT, PAINT PT2 36" O.C. MAX. 064100.PL PLASTIC LAMINATE PANEL '.. SOLID SURFACE END / PANEL BEYOND F3 - �NETRY SECTION ADMIN -4 CABINETRY F3 - 11/200-06 FULL SIZE 088000.TG--- 085659.SPW--` SLIDING PASS-THRU WINDOW 064100.BRP BULLET RESISTANT BATTEN 064100.BRP--- BULLET RESISTANT PANEL 2X10 WALL FRAMING -� PARTIAL HEIGHT WALL STIFFENERS AS REQ'D 096513.R8--, FLOOR ANCHOR GROMMET 123600.SSM ---CLEAR SILICONE AT BUTTED GLASS EDGES - 123600.PL TEMPERED GLAZING END PANEL 123600.PL 123600.PL �085659,SPW {H3.SLIDING WINDOW @ CORNER 1112'.1,E /8 FULL SIZE FINISH FLOOR PER SCHEDULE PLASTIC GROMMET, 2" DIA, -- COLOR MATCH TO COUNTERTOP, SEE PLAN FOR LOCATIONS 123600.SSM COUNTER -.--� SOLID SURFACE COUNTER \ la TW�9.., 1/2" FURRING --�. 123600.SSM SOLID SURFACE FACE.. PLYWOOD PANEL - --- 064100.PL-- PARTIAL HEIGHT. WALL STIFFENERS AS REQ'D - 088000TG 085659 SPW-, SLIDING PASS-THRU WINDOW 123600.SSM- SOLID SURFACE FRONT 064100.BRP - BULLET RESISTANT PANEL 2X WALL FRAMING\ PARTIAL HEIGHT WALL STIFFENERS AS RE0'0 FLOOR ANCHOR ---"-' 096513.RB-- FLOOR ANCHOR --- NOTE'. SEE INTERIOR ELEVATIONS FOR MATERIALS AND COLORS DRAWERS/FILES PER ELEVATIONS K - STEEL COUNTER SUPPORT, PAINT PT2 36" O.C. MAX. /MOBILE STORAGE, / SEE INTERIOR ELEVATIONS FOR TYPE 7- --FINISH FLOOR PER SCHEDULE CUSTOM CABINETRY SECTION ADMIN - 2 ®-� 1112"=1'-0"@FULL SIZE 0" PLASTIC GROMMET, COLOR MATCH TO COUNTERTOP, SEE PLAN FOR LOCATIONS NOTE: SEE INTERIOR ELEVATIONS FOR MATERIALS AND COLORS CUSTOM CABINETRY SECTION ADMIN - 5 123600.SSM SOLID SURFACE COUNTER ----STEEL COUNTNT SUPPORT, PAINT PT2 36' O.C. MAX. . 064100.PL PLASTIC LAMINATE N PANEL FINISH FLOOR PER SCHEDULE 11/2"-1'-0"@FULL SIZE 062023.HLT 064100.BRP 064100.PL 005659.SPW 088000.GC 088000.LG 088000.TG 092216.09 092900.GWB 095426 WS 096513.RB 123600.PL 123600.SSM Co:: C'_:i:'; ! !i,i2CE J/',0 04 2933 City of Tukwila 3UIL07 G C7'Jic.ON RECEIVED CITY OF TUKWILA OCT 092ui3 PERMIT CENTER KEYNOTE LEGEND HARDWOOD LUMBER TRIM BULLET RESISTANT PANEL PLASTIC LAMINATE SLIDING PASS WINDOW GLAZING CHANNEL LAMINATED GLASS TEMPERED GLASS STEEL STUDS GYPSUM WALL BOARD WOOD SYSTEM RESILIENT BASE PLASTIC LAMINATE SOLID SURFACING MATERIAL PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB INTERIOR WALL, FINISH & CASEWORK DETAILS 5932 ( I ARC»ITEGTREGISTERED L006i 0060IFENTON STATEOF WASHINGTON BLRB ARCHITECTS, P.S. 7 A B C D E G K 5 v ABOVE F.F. 10-10" TO EXIST(NG WALL f, D1` AR PRACTICE ROOM PANEL/OVERHEAD FA CIA ._._ F=1..F=.9 ra°®Fuu, 612E F1 MODULAR PRACTICE ROOM FLOOR EDGE �1 - 3"=1-0°@FULLSIZE ABOVE F.F. OFFICE WALL & CEILING/LID DETAIL K1 3'-1-0'@FULL SIZE 2.. ABOVE F.F. `4 054000.S(4") / 061600.PW (1/2') (4' 0641)00.HPV (3 061000 WBJ 062023.HLT-J BUILT-UP HEADER /061000-W8� 061600.PW (3/4') Ij - ..6 0641)00HPVJ 3/4" ALUMINUM ANGLE (2"x2"x1/8') LIBRARY SEISMIC LIP JOINT @ BENCH RELITE HEAD 05 ea=1==9 3"=1'.0 8FULL SIZE LIBRARY 062023.FILT- (1X) 054000.S (4") 054000.S---- (4.) 062023 HLT (1X) 064100.HPV 064100.HPVJ 079200.JS (AT NOTCH) 6, BENCH SEAT BELOW 34 086000 TG (3/8" - FROSTED) ssetitt-cSST, ---_ 061600.PW (1/2") /-- 092900 JM .- 079200.RS (AT JOINT) `--- 062023.HLT 062023 HLT (1X-GLAZING STOP) ALUMINUM ANGLE (2" x 2" x 118") - EXISTING EXISTING STEEL COL G5 SEISMIC SLIP JOINT @ BENCH RELITE JAMB (PLAN SECTION) as^FULL SIZE _..... LIBRARY MATCH ANGLE OF� {' RELITE SURROUND 1{I I\ I 064100.PL 064100.PL - 00160 (3/4')o.PW 061000.WFR 064100PL- 061600.PW--- (3/4"-VENTED HARDWOOD FINISH ON RELITE SURROUND - 59 SLIP JOINT @ JAMB & HEAD INPRO 502-A01-150 SEISMIC-( JOINT (HINGED) K5 SEISMIC JOINT DETAIL @ BENCH RELITE 3"=1',0" @ FULL SIZE 062023.HLT (10 - GLAZING STOP) 061600. PW (1/2") CORRIDOR 079200.R5 (AT JOINT) `---- 092900 JM 061000 WFR (T'P.) CORRIDOR --GASKET 054000 S (8) CORRIDOR 086800.CPT (ON PAD) (TYP,) 061600.PW (3/4") (TYP.) 054000.S(6") 06100 IiCE City 4¢Tulottla !L LittG CIyli:L.ON 054000.S 061000 WB 061000WFR 061600.PW 062023.HLT 064100, HPV 064100.PL 072100.81 079200.JS 079200.R5 066000 TG 092900.JM 096800.CPT FR 064100.PL ----- 0(3/616004).PW RECEIVED CITY OF TUKWILA CC-Q92t00 PERMIT CENTER MATERIALS KEY STEEL STUDS WOOD BLOCKING WOOD FRAMING PLYWOOD HARDWOOD LUMBER TRIM HARDWOOD PLYWOOD VENEER PLASTIC LAMINATE BATT INSULATION JOINT SEALANT (WITHOUT BACKER ROD) BACKER ROD & SEALANT TEMPERED GLASS 'J' MOULDING CARPET TILE 1 (ADDENDUM 1 PERMIT REVIEW 19/17/18 i NUMBER DESCRIPTION I OATS DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB a...vL-LeLc..s TACOh1A 12SOPas >66444ton9H402. 1S3.6E15599 Drawing Title. INTERIOR WALL, FINISH & CASEWORK DETAILS Date 0.01.2018 Revised Stamp 932 REGISTERED \II IIAAAIIRCF)ITEC �E RAYMON0NTON STATE OF WASHINGTON Drawn By: Author Project No. 16.08 Sheet No. [A8.5C I of BLRB ARCHITECTS, P.S. MATERIALS KEY A B c D E F G H K 092900.MRG MOISTURE RESISTANT GYPSUM BOARD WITH 099123.EPT EPT1 EPDXY PAINT 093000.MES METAL EDGE STRIP TOP CAP 093000.GR GROUT PER MANUFACTURER'S STANDARD WIDTH 093000CT CT1 CERAMIC TILE NOTE: METAL EDGE TRIM AT OUTSIDE CORNERS TYPICAL 093000.CT CT2 CERAMIC TILE 093000.CT CT1 CERAMIC TILE 093000.CTB CERAMIC TILE BASE TYPICAL TILE ELEVATION 11/2"= 9-0„@FULL SIZE FLOOR FINISH PER SCHEDULE -----/ EXISTING FLOOR (�®® 2ND FLOOR r `4 i ®`"'61aPa1H 11/2"=1'-0„@FULL SIZE (A6 --- 096513.RS REDUCER STRIP 096513.RST RESILIENT STRINGER/WALLBASE 096513.RST i RESILIENT STAIR TREAD, ONE PIECE RISER, TREAD & NOSING ----- EXISTING STAIR SYSTEM RESILIENT STAIR TREADS @ EXISTING 079500.IWC - 079500 IFC I 33000.0 -2I 9" H1 FLOOR SEISMIC TRANSITION FULL SEE C OF DOOR WHERE APPLIES 033000C CONCRETE TRANSITION @ PC TO SEISMIC JOINT P=66EF=I=9 6'=1'-0"@FULL SEE 053100 FD 090561,FP CONCRETE CONTROL JOINT (SAW -CUT OR FORMED) JOINT & FILL WITH COLOR MATCHED SEALANT 033000C CONRETE CONCRETE FINISH & FLOOR ASSEMBLY, PER SCHEDULE WALL ASSEMBLY & FINISH, PER SCHEDULE - METAL COVE STRIP WALL ASSEMBLY, PER SCHEDULE BACKER ROD AND SEALANT AT INTERIOR WALLS COVE STICK TO ALLOW FOR 1" RADIUS SHEET FLOORING, SLOPE &SEAL AT DRAIN UNCOUPLING MEMBRANE PER FLOORING MANUFACTURER FLOOR ASSEMBLY, PER SCHEDULE C5 � COVE `SHE6ET@Fuu900O- FLOORING BASE DETAIL -0" WALL ASSEMBLY & FINISH. PER SCHEDULE �- FILL VOIDS W/ ADHESIVE FILLER- TYP. 0965131E RESILIENT BASE, PER SCHEDULE BACKER ROD AND SEALANT - FLOORING PER SCHEDULE 0/ ` FLOOR ASSEMBLY PER SCHEDULE RESILIENT WALL BASE @ GYP s° / 0^@FUu.sae 0' 1„ 2 4„ CL OF DOOR WHERE APPLIES -- SCHLUTER, RENO-RAMP 033600.PC POLISHED OR 033600.PC HONED ,,RETI BASED ON TCA???? 093000CT 093000.GR 093000.CIM 1rr 093000 WPM K5 TRANSITION @ PC/HC TO CT 6"510 @FULL SIZE Ct OF DOOR WHERE APPLIES --- CONCRETE 033600PC� 116' I / POLISHED �,1l,. / I/ CONCRETE CONTROL JOINT (SAW -CUT OR FORMED) JOINT & FILL WITH COLOR MATCHED SEALANT �--- 033600 PC POLISHED CONCRETE CONCRETE FLOOR ASSEMBLY, PER SCHEDULE CONTROL JOINT @ POLISHED CONCRETE CL OF DOOR WHERE APPLIES ---- 033000.0 CONCRETE — CONCRETE CONTROL JOINT.SAW-CUT METAL TRIM SET INTO COLOR -MATCHED EPDXY SEALANT 096623.ETF (E) EPDXY TERRAZZO FLOORING CONCRETE FINISH & FLOOR ASSEMBLY, PER SCHEDULE C7 TRANSITION @ PC TO (E) TERRAZZO 91.39,55.55=9 5.1'-0" @FULL SIZE OF DOOR WHERE APPLIES 033000.0 CONCRETE / CONCRETE CONTROL JOINT (SAW -CUT OR FORMED) METAL TRIM 09 (0) EPDXY TERRAZZO FLOORING �. CONCRETE FINISH & FLOOR ASSEMBLY, PER SCHEDULE pTRANSITION @ (N) PC TO (E) TERRAZZO 7J ......= =ii 6"=1-6"@FULL SIZE 096513.TS 033600.PC— POLISHED OR 033600 PC HONED OF DOOR WHERE APPLIES 096500VCT OR 096500.LVT OR 096500 &ADHESISIVE TRANSITION @ PC TO VCT/LVT/RS 5'=1'-6'@FULL SIZE OF DOOR WHERE APPLIES 033600.PC---- POLISHED I CONCRETE 096600.CPT OR 096800.SM &ADHESIVE Iru61mu-1ulll�uruou:ItuuulE> F7 TRANSITION @ PC TO CPT/SM 6"=1'6'@FULL SIZE C. OF DOOR WHERE APPLIES 096500VSF OR 096500.VCT & ADHESIVE J 096513 TS 096800.CPT OR 096800.SM &ADHESIVE TRANSITION @ SVNCT TO CPT/SM 6"=1'-0„@FULL SIZE OF DOOR WHERE APPLIES --- & ADHESIVE 096500 VCT 033600.PC—, (m TRANSITION @ VCT 6=1'A"@FULL SIZE OF DOOR WHERE APPLIES EXPANSION JOINT FLOOR & FINISH SYSTEM PER SCHEDULE - K1 TRANSITION @ SM --- 8"=1`A„@FULL SIZE — CONCRETE CONTROL JOINT,SAW-CUT -- METAL TRIM SET INTO COLOR -MATCHED EPDXY SEALANT 096623.ETF (E) EPDXY TERRAZZO FLOORING CONCRETE FINISH & FLOOR ASSEMBLY, PER SCHEDULE CVO OSGE A"rr�.u':cD J:SI042 3 — °s6 1s.Ts;ity of Tuhrila t:;N GD>VI:;:O�J FLOOR SYSTEM PER SCHEDULE III it III I:1 IIII RECEIVED -- CITY OF TUfKWILA OCT 09 20':8 PERMIT CENTER 033000.0 033600.PC 053100.FD 079500.IFC 079500.IWC 090561 FP 093000.CIM 093000CT 093000GR 093000MES 093000 WPM 096500LVT 096500.RS 096500 VCT 096500VSF 096513.RB 096513.RS 096513.RST 096513.TS 096623.ETF 096800.CPT 096800.SM 124613.SM CONCRETE POLISHED CONCRETE WITH DYE STEEL FLOOR DECK INTERIOR FLOOR JOINT COVER INTERIOR WAIL JOINT COVER FLOOR PREPARATION CRACK ISOLATION MEMBRANE CERAMIC TILE GROUT METAL EDGE STRIP WATERPROOF AND ANTI -FRACTURE MEMBRANE SOLID VINYL TILE (LVT) RESILIENT SHEET FLOORING VINYL COMPOSITION TILE VINYL SHEET SAFETY FLOORING RESILIENT BASE REDUCER STRIP RESILIENT STAIR TREAD TRANSITION STRIP EPDXY TERRAZZO FLOORING CARPET TILE SURFACE MAT SURFACE MOUNTED ' 1 !ADDENDUM1 -PERMIT REVIEW ( 9/17/18 NUMBER DESCRIPTION ; DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TAC•MA'...,".,; BLRB colll INTERIOR WALL, FINISH & FLOOR DETAILS 5932 I 1 REGISTERED ARC ITEC !' al-ati LEE RAYMOND FENTON 1 STATE 0513/99 07011 BLRB ARCHITECTS, P,S. 9 A FIELD TECHNICAL (INFORMATION 401 Suspension Systems for Acoustical Lay -in Ceilings Evi oMO Seismic Design Categories D, E & F This document has been rev ised based on current Building Coder standards. In all classified ashes than structures ciasslestl as essential instates, suspended accordance ce with thepres in aive p rovice with the prescriptive provisions of the document are deemed complmpcy with the currentt building code interpretation. This document provides the IBC-2015 referenced standards for the installation of suspension systems for Bacoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for --..., seismic design category D, E and F for suspended ceilings and related Items. Unless supported by engineering the suspension system shall be installed per these requirements. Manufacturers' recommendations should be followed where applicable. C General Recommendations • Referenced sources per hierarchy: 2015 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-16), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E580/E 580M), and Ceilings and interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system. Source: ASCE-7-16 section 13.5.8.1 • For further information on bracing of non -toad bearing partitions refer to N WCB technical document N200-501 All main beams are to be Heavy Duty(HD). Source:ASTM E580 section 5.1,1 • Ceilings less than or equal to 144 ft, and surrounded by walls connected to the structure above are exempt from the seismic design requirements. Source ASTM E580 Section 1.4 These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. Source ASTM E580 Secton 3.2 D Ail wire ties are to be three tight tums around themselves within three inches. Twelve gage Hanger wire spaced 4 ft on center (figure 1). Source: ASTM C 636 item 2.3 4 Changes in ceiling planes will require positive bracing. Source: ASTM E500 Section 5.2.8.6 E F figure 1 figure 3 Maximum Recommended Lengths for Vertical Struts EMT CONDUIT 1/2 EMT conduit 3/4" EMT conduit i" EMT conduit up to5'10" up to T8" up to 9'9" METAL STUDS Single 1 5/8" metal stud (20 gauge) Back-to-back 1 5/8" metal stud (20 gauge) single 21/2" metal stud (20 gauge) Back-to-back 21/2" metal stud (25 gauge) up toll' 0" up to 15' 0" up to 13' 6" up to150" Source: Portland Building Department Note: Plenum areas greater than 15' 0" will require engineering calculations. GLOSSARY FOR THIS DOCUMENT (regional terminology may CROSS TEES The cross member that interlock with the main beams, also known as cross runners or cross T-bars. DIFFUSER A circular or rectangular metal grill used for the passage of air from a ducted system. ESSENTIAL SERVICE BUILDINGS Any buildings designed to be used by public agencies as a fire station, police station, emergency operations center, Stale Patrol office, sheriffs office, or emergency communication dispatch center. GRID The main beams and cross tees of the suspension system, HANGER WIRE 10 or 12 gauge soft annealed wire used as primary support for the grid systm. Also socalled suspension wires. LATERAL FORCE BRACING The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing consists of vertical struts and splay wires. MAIN BEAM The primary suspension member known asInc mainnrun er also carrying tee, carrying runner or mains. MOLDING / CLOSURE ANGLE A light gauge metal angle or choral fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling grid. PERIMETER CLIPS Proprietary angle bracket attached directly to the wall molding / closure a n he event of seismic gle which allows for 3/4" ant c activity and n interlocks properly with ends of grid system. PERIMETER WIRES Hanger wires placed within eight inches of the surrounding wails. PLENUM The space above a suspended ceiling. SLACK WIRE A/ gauge wire that is not tight or tauSPREADER or SPACER BAR A bar with notches to prevent the suspension system from separating, also called a stabilizer bar. SPLAY WIRES Wires installed at an angle rather tha perpendicular to the grid. VERTICAL STRUTS The rigid vertical member used in lateral force bracing of the suspensio system. Also known as compression posts, seismic pods, seismic struts. Common materials are electrical conduit (EMT), metal studs or proprietary products. 095113 ACT - - SEE FLOOR PLANS FOR WALLTYPES 054000.ES (6.,) GM CEILING WHERE OCCURS ------ 092900.CB H CEILING HEADER - TYPICAL 0 ate""' 11/Z"=90•@FULL SIZE 2" 4" 8" 095113.ACT- SEE RCP FOR CEILING HEIGHT 102123.CT (ATTACH TO CEILING TEES w/ CLIPS BY CURTAIN MFR.) 102123.CC ri CUBICAL CURTAIN FABRIC WITH MESH AT TOP FOR AIR FLOW CUBICLE CURTAIN AT NURSES OFFICE F. 11/2"=1'0 0FULL SIZE FACE OF WALL - SEE FLOOR PLANS FOR WALL TYPES 0922151M5 (4"@16"o.c.) \\ ` 092900.CB 092900.GWB figure 4a Attached Wall Molding Requirements figure 4b Unattached Wall Molding Requirements Spreader bar or other suitable system required to • keep perimeter components from spreading apart. eqa Lateral Force Bracing (figures 2 and 3) • Ceilings constructed of screw or nail -attached gypsum board on one level that are surrounded by and connected to walls or soffits that are laterally braced to the structure above are exempt from the seismic design requirements. Source: ASCE 7-16 Section 13.5.6, ASTM E500 Section 1.7 Ceiling areas of 1000 fts or less shall be exempt from the lateral -force bracing requirements. Source: ASTM E580 Section 1.7 Lateral -force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. Source: ASTM E580 Section 5.2.8.2 • Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90° from each other and at an angle not exceeding 45. from the plane of the ceiling. Source: ASTM E580 Section 5.2.8.2 • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Source: CISCA zones 34 • Power -actuated fasteners in concrete or steel shall not be used for sustained tension loads or for brace applications in Seismic Design Categories D, E, or F unless approved for seismic loading. Power -actuated fasteners in masonry are not Permitted unless approvetl for seismic loading. Exceptions'. 1 Power -actuated fasteners in concrete, used for support of acoustical tile or lay -in panel suspended ceiling applications and distributed systems where the service load on any individual fastener does not exceed 901b. 2 Power -actuated fasteners in steel where the service load on any individual fastener does not exceed 2501b (1.112N). Source: ASCE 7-1613.4.5 • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Source: ASTM E580 Section 5.2.8.2 • Rigid bracing may be used in lieu of splay wires. Source: ASTM E580 Section 5.2.8.4 • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. Source: Portland Building Department Vertical struts must be positively attached to the suspension systems and the structure above. Source: ASTM E500 Section 5.2.8.2 The Vertical strut may be EMT conduit, metal studs or a proprietary compression post. Source: Figure 3 12 GAGE HANGER WIRE TIE TO STRUCTUREABOVE /-IIf,HT FIXTIIRF� / {SEE ELECTRICAL DWGs)--� 092216-IMS (4" @ 16" o.c.) N 095113 ACT 062000. PL CLG TRANSITION PANELAWHI PLASTIC NOTED ® /12 1'-0• @ FULL SIZE DETAIL NAME F=Issifit 112"-1',0" @FULL SIZE FACE OF WALL CLG SPRINKLER HEAD & C4/ 3/4-10@FUUSf0E 092216.IMS (4" @ 16" o.c.) 092216.IMS (4. @16" o.c.) `--092600GW6 092900.CB ----092900.GW8 1 CEILING SOFFIT -TYPICAL• av 11/2°-1'.0"@FULL SPE SEE FLOOR PLANS FOR WALL TYPES 093000.ACT 092900.GWB GWP CEILING HEADER, TYP. J s® FULL SIZE SEq FLOOR PSTYPEFOR WLANS Wall Moldings (figures 4a and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached from the wall molding, and the other end shall have a 3/4" clearance from the wall and free to slide Source: ASTM E580 Section 6.2.2, Section 62.3 • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for the 2-inch closure angle. Source: State of Washington, Building Codes Division • Perimeter supporting clips shall be attached to the supporting closure angle or channel with a minimum of two screws per dip and shall be installed around the entire ceiling perimeter. Source: ASCE 7-16, Section 13.5.6.2.2a • The grid shall be attached at two adjacent wall (pop rivets or approved method). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be equivalent to walls. Source: State of Washington, Building Codes Division, ASTM E580 Section 5.2.3, Section 5.2.9.1 Spreader Bars (figure 4b) • Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their spreading. Source: ASTM E580 Section 5.2.4 Spreader bars are not required at perimeters where runners are attached directly to closure angles, Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. Source: State of Washington, Building Codes Division Hanger (Suspension) Wires (figures 5a and 5b) Hanger and perimeter wires must be plumb within 1:6 unless (figure 5a) counter sloping wires are provided (figure Sb). Source: ASTM C 636 section 2.14 Hanger wires shall be 12 gauge and spaced 4 ft on center, Source: ASTM C 636 Section 2.1 6, ASTM E580 Section 5.2.7.1 Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Source: CISCA zones 3-4 Powder Actuated Fasteners (PAFs) are n approved method of attachment for hanger wires. Source: ASCE 7-16 134.5 Exception 1 & 2, State of Oregon, Building Codes Division Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4a & 54 Source: ASTM E580 Section 5.2 6 Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead load and lateral forces appropriate for the seismic category. Source: ASTM E580 Section 5.2.7.4 Electrical fixtures Light fixtures weighing less than 10 pounds shall have one 12 gauge hanger wire connected from the fixture to the structure above. This wire may be slack. Source: ASTM 580 Section 5.34 • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gauge wires attached at opposing comers of the light fixture to the structure above. These wires may be slack, Source: ASTM E580 Section 5.3.5 • Light fixtures weighing more than 561bs. shall be supported directly from the structure above by approved hangers. Source: ASTM E580 Section 5.3 6 • Pendant -hung fixtures shall be directly supported from the structure above using a 9 gauge wire or an approved alternate support without using the ceiling suspension system for direct support. Source: ASTM E500 Section 5.3.7 Mechanical Services • Terminals or services weighing less than 20 lb shall be positively attached to the ceiling suspension main runners or to cross runners that have the same carrying capacity as the main runners. Source: ASTM E580 Section 5.4.1 Terminals or services weighing 20 lbs. but not more than 561b shall have, In addition to 5.4.1, two 12 gauge wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. Source: ASTM E500 Section 5 4 2 Terminals or services weighing more than 561bs. shall be supported directly from the structure above by approved hangers. Source'. ASTM E580 Section 5.4.3 Seismic Separtation Joints (figure 7) • All continuous areas exceeding 25001 (232 m'), shall have a seismic separation joint, bulhead braced to the structure or full height partition that breaks the ceiling into areas of no more than 2500 ft, (232 m') and a ratio of the long to short dimension less than or equial to four. Each area shall be capable of allowing if or- 3/4" (19 mm) axial movement, Areas surrounded by bulkheads or full height partitions shall be provided with closure angles. Each area with a seismic separation joint, bulhead, or full -height partition shall have horizontal bracing or restraints. Source: ASCE 7-16 Section 13.5.6.2.2 b, ASTM E580 Section 5.2.9.1 Sprinklers For ceilings without rigid bracing, sprinkler head penetrations shall have a 2" oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1" in all horizontal directions. Fiexble head design that can accommodate 1' free movement shall be permitted as an alternate. Source: ASTM E580 Section 5.2.8.5 -- CENTER SPRINKLER HEADS AND ELECTRICAL LIGHTING WITHIN TILE, TYP. UNLESS INDICATED OTHERWISE 093000ACT IGHTING '- SUSPENDED GYP BOARD CEILNG. SEE TYP. 092900.CB 095113 ACT- 092900.CB CEILING HEADER - TYPICAL 1112"-t'A"@FULL SIZE SUSPENDED GYP BOARD CEILNG. SEE 11 / A$.6A TYP. WALL TYPE PER PLAN -- 092900.CB 092900.GW8--I riSTEPPED GYP BD CEILING 112"-1'-0"@FULL SIZE 095113.ACT� 092216.SS-- WALL TO CEILING \a'--09221655 3-5/8" DIAGONAL WRACKING TO DECK ALTERNATING SIDES EVERY4 FEET (gore 5a figure 5b . Countersloping figure 6a Vertical hanger wire attachment Shot -in anchor - Structural concrete �MAX� Ceiling clip 3 toms Vertical hanger wire figure 66 Splayed seismic bracing wire attachment Drill -in anchor ---- Structural concrete• Steel strap 1" wide x 2" long x /2 ggauge minimum 3 turns Splayed seismic bracing wire 095113.ACT SEE FLOOR PLANS FOR WALL TYPES 092900.GWB vv 0 r, 11/2"-14OFULL 50E WIRE TIE OR FURRING CLIP AT EACH INTERSECTION 092216 WH WIRE HANGER AT 48" O.C. AND WITHIN 8" OF WALLS. 092216CC j 11/2" CARRYING CHANNELS AT 40" O.C. 092216.HFC HAT -SHAPED FURRING CHANNELS AT 24" 0.C. AND WITHIN 6" OF WALLS. PROVIDE 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS. 092900.GW8 SEE CEILING PLAN FOR LOCATIONS OF MOISTURE - RESISTANT GYP BOARD. SEE FLOOR PLANS FOR WALL TYPES 054000.ES (6") 095113.ACTJ \.-......._..-._. \ tt - 095113.ACT 092900.C8 CEILING HEADER FLUSH - TYPICAL H7,- _. 112, lee@FULL SIZE 092216,WA-, jWALL ANGLE' (2"x2"MIN ) 092900.ILB TYPICAL SUSPENDED GYPSUM BOARD CEILING /4" GAP sad 1 112"=1'-0"@FULL SIZE AF -k 1ScD ITN 04t:13 City of Tukwila iila BUILL NG Gl0,1G':ON RECEIVED CITY OF TUKWILA 034500 TPC 054000.ES 092216.CC 092216.HFC 092216.IMS 092216.55 092216.WA 092216.WH 092900.CB 0929000WB 092900.IL8 093000ACT 095113.ACT 102123.CC 102123.CT KEYNOTE LEGEND EXTERIOR STEEL STUDS CARRYING CHANNEL HAT -SHAPED FURRING CHANNEL INTERIOR METAL STUDS STEEL STUDS WALL ANGLE WIRE HANGER CORNEROEAD GYPSUM WALL BOARD ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE CUBICLE CURTAINS CUBICLE CURTAIN TRACK i ADDENDUM I - PERMIT REVIEW i 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB ;;'v" TACO MAf'. 99e/ A S 1"700';r _. :Ws4be1r098401i 246225599 BLRB. o Drawing Title: CEILING DETAILS - TYPICAL Date 0.01.2018 Revised: Stamp 5932 I REGISTERED ARCHITECT, I LEE eoNoFENTON STATE OF WASHiNGTON Drawn By INITIALS Project No. 16.08 Sheet No. ,A8.6A OCT 09 200 PERMIT CENTER of BURS ARCHITECTS, P.S. 9 095113.MSS A AWKWYWIAIN BLACK ACOUSTIC I BATTING --�/ 09542E WS BLACK FELT CLOSURE STRIP B C D G SUSPENDED LIGHT FIXTURE, SEE / D ELECTRICAE— WALL FIXTURE BEYOND —� -- 90 DEGREE TURN @ WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS--7 �?��\�7T`ioi0rvC3 LIGHT @ SUSPENDED WOOD CEILING 3"310 M FULL SIZE SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL BLACK FELT CLOSURE STRIP INSTALLATION INSTRUCTIONS\90 DEGREE TURN @ WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS - WALL FIXTURE BEYOND -- p LIGHT @ DIRECT ATTACHED WOOD CEILING FF©samm=, 3"=130"(O FULL SIZE l Nil RR-0R o 51 oCOLUMI.I IQ 095113.MSS— BLACK ACOUSTIC BATTING 09542E WS ---- 095113.MSS WOOD LING @ LEARNING COMMONS 3 41-2 ©FULL SIZE n, 24 ° WIDE'. t3RICk i1EADE aJ=CT1C1-1 f RED! �G CED CEILltilCa- i'LAN. A-C' ccLUMt-I ( G1 SECTION / REFLECTED CEILING PLAN AT COLUMN � 6.F. -" 3"=1'0" ©FULL SCE 30/2018 3:29:46 PM K 057300.DOS 055100.SS-4 4X14 MSS, SEE STRUCTURAL BLACK FURRING STRIP—\ REVEAL CLOSURE 2% FRAMING 095426.W5 SOUND BATTING BLACK FURRING --\ STRIPS BY WOOD CEILING MANUF TYP. 095426.WS CONTINUE WOOD CEILING D SYSTEM VERTICALLY, MITER CORNERS WOOD CEILING @ CAT WALK ®® 112"-1'0"@FULL SIZE /--- 033000.S GIRDER, SEE STRUCTURAL 095113.MSS -- 095426.WBS / SOUND ATTING \ -- 09542E WS LIGHT FIXTURE, SEE ELECTRICAL EXISTING WINDOW STEEL CLOSURE --_� PANEL, SEE STRUCTURAL 4X14 H55, SEE STRUCTURAL STEEL STANDOFF SUPPORT, SEE STRUCTURAL BLACK FURRING STRIP REVEAL ,444.444. CLOSURE A23=6,41 2X FRAMING -- 09542E WS SOUND BATTING �� BLACK FURRINGI� STRIPS BY WOOD �I CEILING MANUF TYP. 09542E WS CONTINUE WOOD CEILING SYSTEM -,� VERTICALLY, MITER CORNERS PER RCP ACT WOOD PERIMETER TRIM y T 0 ( .4.�. t44 SEE RCP LI 244, 4I.--3,,>v,L WOOD CEILING SYSTEM 064100.PL— -- BLACK PLASTIC LAMINATE PANEL BACKING FOR WOOD WALL SYSTEM 062023.HLT 3/4I WRAPPED CONTINUOUS AROUNDDING WINDOW OPENING, STAINED TO MATCH WOOD WALL SYSTEM 9WOOD CEILING @ BRIDGE 1K4 1'-0"@FULLSIZE (DJ ADMIN DESK SOFFIT @ WOOD ® 11/2, CO"@FULLSIZE 90 DEGREE TURN @ WALL PER MANUFACTURERS INSTALLATION SEE RCP 095113 ACT ---09542E WS % WOOD WALL SYSTEM —----2X10 WALL FRAMING 8' 0" A F.f -- 085659.SPW --- LIGHT FIXTURE, SEE ELECTRICAL --- 092900.GWB 092900.IL6 EDGE BEAD WALL FIXTURE BEYOND ;F5 LINEAR LIGHT FIXTURE INSIDE CORNER F5 3"-1'-0"@FULL SIZE -- EXISTING STRUCTURE -- EXISTING FLOOR LIGHT FIXTURE, SEE ELECTRICAL MATERIALS KEY 033000.S CONCRETE SLAB 051200.LE STEEL LEDGER 0521004 STEEL JOIST 053100.RD STEEL ROOF DECK 054000.S STEEL STUDS 0540002SE Z-FURRING 055100.55 STAIR STRINGER 057300. DMS DECORATIVE METAL RAILING SYSTEM 062023.HLT HARDWOOD LUMBER TRIM 064100.PL PLASTIC LAMINATE 072100.BI BAIT INSULATION 072100.VR VAPOR RETARDER 085659.SPW SLIDING PASS WINDOW 092900 GWB GYPSUM WALL BOARD 092900.IL8 093000ACT ACOUSTICAL CEILINGTILE 095113ACT ACOUSTICAL CEILING TILE 095113.MS5 METAL SUSPENSION SYSTEM 095426.WS WOOD SYSTEM X[S<' , ice/ 053100 RO— (SEE STRUCT.) 051200LE—/ (SEE STRUCTJ 051892900 GWB— ") 093000 ACT—/ BUILT-UP HEADER PER STRUCTURAL l 054000.5 (89 --- 054000 ZSF ( -092900 GWB (5/8" - PERFORATED) 072100.61(4' 0T2100.VR —092900.GWB(5/8") SOFFIT F6 IN R SOFFIT/HEADER DETAIL @ EAST ENRTY VESTIBULE - ... ....i.- 3"-1'-0"@FULLSIZE .—...- EXISTING STRUCTURE EXISTING FLOOR — -444 EXTERIOR WALL PER TYPES EXISTING WEB JOIST ASCG TWBD JOIST/ �-- 095426 WS SOUND BATTING — LIGHT FIXTURE, SEE ELECTRICAL COL:( L J;.:104Z ,1 City of Tukwila BUiLca0G D)✓,, 9 ) RECEIVED CITY OF TUKWILA OCT 09 Z( 0 PERMIT CENTER 1 {ADDENDUMI- PERMIT REVIEW 19/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA R50 11,1Are. 90)9/30 Wash 0)009000 253E .5599 BLRB Coat CEILING DETAILS 0.01.2018 Revised 5932 1 REGISTERED l ARC II6C34 LEE RQ MOND FENTON STATE OF WASHINGTON Drawn By Author Project N0. 16.08 BLRB ARCHITECTS, P.S. 2 3 4 6 7 9 A B D e PARTIAL FLOOR PLAN @ SECURITY OFFICE & T ,D1, 112, FULL SIZE 5IM CKET BOOTH ADD VM-LODY4 e-- CURVED '37E.E.0.- PARTIAL FLOOR PLAN @ NORTH WALL AUXILIARY GYM & E. ENTRY VESTIBULE 1/2,1' 0 FULL SIZE ELEVATION/SECTION @ EAST ENTRY EXTERIOR 1/2, 1,0" FULL SIZE RECEIVED CITY OF TUKWILA OCT 09 99: PERMIT CENTER ADDENDUM 1 - PERMIT REVIE 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB arch Stamp 982 REGISTERED ARCHITECT,, KM/PM('f LE'E P.A MOND ENTON STATE OF VVPSHINGTON ERRS ARCHITECTS, P.S. 4 5 6 7 A B C D E G H K 61 PARTIAL ROOF PLAN 1/2"=1'.0" (¢ FULL SIZE TOP op F..00F + I5.-16" CLC�, IN + 1319'� f-- 11 T.; AG �, ND - ,...- ■ ri 'I 1 SOUTHrr�-i..a�.ma 114'=i'0"@FULL SIZE K3 1l4"=1'0ELEVATION ELEVATION WEST "@FULL SIZE TOP QF Rc0 - 7 + i S'-`1r CLCT, OL OII FIB rLnoR7 1 PARTIAL REFLECTED CEILING PLAN F ' 1 1/2 -1.p"@FULL SIZE CL EXISTING CONC. COL RECEIVED CITY OF TUKWILA �1 PARTIAL ELEVATION @ SOUTH END WEST WING EXTERIOR (LOOKING NORTH) -OCT _09 ;a `/ 6= 3'- 1'p'@ FULL SIZE PERMIT CENTER 1 (ADDENDUM 1- PERMIT REVIEW "� 9/17/18 NUMBER DESCRIPTION GATE DRAWING REVISIONS PERMIT SET REVISED 6lagton 9 4 .627.55 Foster High School Modernization and Addition Tukwila School District 5932 , /II,�fARCSTEOT.,I 0.LEE /24 I�09575 509 1 LEE RA MOND FENTON `sTATE OF WASHINGTON BLRB ARCHITECTS, P.S. 2 1 3 4 5 1 6 7 8 A B c D E G H K IOW nF ROOF \EJ EAST ELEVATION 114"=1'-0'@FULL SIZE Mcs. @, FAc� p1-dN€: of e LCTS Co9FR Cc -AG. &�M FPCE : G/.la �C 7N1, 2[.eTOND --- r r 4' 2of.OF MA9oORT J I-IDR, (FYIST'l F3 •a,3 K3 • 8.3 oalM, G6 SIM. •8.3 FACE of e, MN°DHRY ist w FACE DF E., FLA°;TE-I2 ocof25 l IGA ELEVATION LOOKING EAST TOWARD VESTIBULE 116A ® 1/2.= 1'-0"@FULL SIZE----_�- -•o" F FL, 02i MODULA.E.- � pie cTICE ‘Io'e" x l0 6' 2 A TEAGH1NCa 1^WLL c Demo 3I-Ache FLrmV2INC2 TNODL YL 2 S Pp9 C11C I2M O, 9E A - \I 11 w DER wJ > { I SIDE UT >i woRDKOI'AE I7 G° 0° V e wall,/ �oFFIT rt '-'I414" _-t DEMO Coc12 , F-{z4h.4E 4 wM - Fcx - r1W IzoLL IN CART SrO 2A� E3 BAND REHEARSAL - ENLARGED PLAN 1/4"=1'-0"@FULLSIZE C .IL1NG-r/ D 9TT2Lc t' / EL1 dS p,CoLY371co. _ DEMO Lam $ MOUNT kidTER1dt- , oVE1e 14t4D F1zAM� STlA' iC.-T Z1;: jPE_ c- 1D, uTILITIes3 AKDP.oD-D K, IK F+.LL'"X4'xa' 4R1,0;1 '2 4LT�Vj �urwL g T bF gcof. CtC J3ET�'LE�I`E c)DlciT� _ —� U' * 2 V11+rr PAI &TFD 2." ,..., Ll?p3H 24' o,C, e;A. u>A`f . 0oMD REV4E6•I2S61.- 0FFIcB To t /'2- FizaMe cLe ( puq 1ND DEcK PW G"Jc(31W, 4.4,4'If 1K5uL. ,W/ 5/b" AVID t ACT ALL L' a2, To '12coF DECK-SEe 0ET61L -x-YE 21DX 4° 0 x r8e' ncoR Tb SPAS Ai OKE� OfFlco- $ MOD, P(z, RM5 I4ATcD CaW6 Awov - 16' To 16 Al ay e. MOD. PIZ RMO' 4- �ADT dh D �U-tta WALL., OF OFFICE. 8°X 3G° AcEx-sTIC-LL•Wall. Fd$EI-g ,ovs=. 7 (WC. ,8 MIILp INSTRUMENT 9TOF E 4. 1\4,LI-'NDNCE. QfZEk. 42211 Day of TG v1aC'_ BOLLING RECEIVED CITY OF TUKWILA OCT 09 2818 PERMIT CENTER ADDENDU-PERMITREVIEW NUMBER MDESCRIPTION DATE DRAWING REVISIONS Stamp PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District REGISTERED ARCIF/ITECT /LEERAI/�1-I�'� - � LEERA r: ENTON sTA,EOFwASHIR°T°" BLRB ARCHITECTS, P.S. 5 6 7 8 \ / \ / / OPEN AIR COURTYARD / \ \ @1ST FLOOR PATTERN REFERENCE PLAN Fir.iimsiFFF5=91/16"= i'-0"@FULL SIZE INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 096600CPT-CARPET TILE 24"X24" 096500.LVT - LUXURY VINYL TILE 12" X 24" 096500.LVT - LUXURY VINYL TILE OTHER 096500VCT - VINYL COMPOSITION TILE 12" X 12' 093000,CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC - HARDENED CONCRETE 096500VSF - VINYL SHEET FLOORING 124800.SM - SURFACE MOUNT ENTRY MAT 096513.RST- RESILIENT STAIR TREAD 96466 WAF- W00D ATHLETIC FLOORING EXISTING FLOORING TO REMAIN co:. _ a.::•. _...f AF4i:fi`dtD . Ya042:13 City of Tukwila BUILDING' DIV12!ON RECEIVED CITY OF TUKWILA OCT 0 9 2318 FIRST FLOOR KEY 1 ADDENDUM 1-PERMIT REVIEW 9f17118" NUMBER DESCRIPTION ''i DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMAI 115051Ai[Av5 Washington 95407. 253.6275599'' BLRB.Com' Drawing Title: 1ST FLOOR PATTERNS REFERENCE PLAN Date Revised Stamp 0.01.2018 5932 REGISTERED ARCCCITEGT\ PiA IFYILN0 TON I LEE RA MONFENTON it STATE OF RA58180708 I Drawn By: Author Project Na. 16.08 Sheet No. A9.OA PERMIT CENTER BLRB ARCHITECTS, P.S. 9 A B C D E F G H K OPEN AIR COU( WARD 2ND FLOOR PATTERN REFERENCE PLAN ===''' 1/16,1 0 @FULL SIZE 01 2 COMMONS BELOW INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE 096800 CPT CARPET TILE 24 X 24 096500 LVT LUXURY VINYL TILE 12 X 24 UXURY VINYL TILE OTHER 096500 VCT - VINYL COMPOSITION TILE 12 X 12 093000 CT -CERAMIC TILE 12 X12 033600 PC POLISHED CONCRETE SP PAINTED AS SHOWN SEE FLOOR FINISH SCHEDULE FOR COLOR 033000 HC HARDENED CONCRETE 096500 VSF VINYL SHEET FLOORING 124800 SM - SURFACE MOUNT ENTRY MAT 096513 RST - RESILIENT STAIR TREAD 096466 WAF WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN CUCT ,BCE City of TuN_vda BUILL'P a G7V_'OP RECEIVED CITY OF TUKWILA OCT 09 2016 SECOND FLOOR KEYPLAN 1 (ADDENDUM 1- PERMITREVIEW_ 9/1]/18 NUMBER I DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 3130P6051Ave 6uAeID0 Washington 92402 2536215599 BLRB com 2ND FLOOR PATTERNS REFERENCE PLAN Dele 10.01.2018 Stamp 5932 REGISTERED ARc6CT,� yr1 LELEE RA MOND ENTON 57,5754600T00 Drawn By Author PrgeclNo 16.08 PERMIT CENTER BLRB ARCHITECTS PS 5 6 7 INTERIOR FLOOR FINISH SCHEDULE f -1CPT EFTS( PCI'I IPC'I CPT 116E SCti 16 PC11 CPT 12 CPT11 135 PT1 EPTS] °CPC1. 116J PC1I 4H9 `1ST FLOOR_PHASE 1 - AREA A FLOOR PATTERNS : 1!8"=10'®FULL SIZE a HPH c. I PC1 UP `166> SM1 KEYNOTE I MARK DESCRIPTION MANUFACTURER PRODUCT INFORMATION 096800.CPT FCPT1 096800.CPT CPT2 Carpet Carpet ISh 096800 CPT I CPT3 IC rpet I Shaw 096800.CPT :,CPTS Carpet __- Shaw 096800.CPT I CPT6 'Carpet Shaw 096800.CPT I CPT7 !Carpet 096800 CPT CPTS 1Caipet Shaw Shaw 096600.CPT CPT9 [Carpele _Shaw 099123.EP :, CT1 Porcean/stone/cermlc wall and floor tl Sherwin 099123.EPT I EPTS Epoxy Painlfor Floors Sherwin Wiili8 099123_EPT I EPT6 :Epoxy Paint for Floo E%IST stingviFloors nyl file Iury 096500.LVT LVT1 ILu 096500.LVT LVT2 Luxurvvinvi rile 096500.LVT LVT3 Luxury vinyl file 096500.LVT LVT6 [luxury vinyl tile 'Sherwin 1S IS Collection: No Rules-Mintlful Play Style. Think 5T186 Color: Achieve 86760 [Collection No Rules -Mintlful Play Style: Engage 5T187 Color: Achieve Purple 86760 Collectio : No Rules- Mindful Play Style: Impact 5T188 Color Purple 86965 : Collection: No Rules- Mindful Play Style: 5T187 Engage Color: Experience Lime [Collection: No Rules- Mindful Play Style: Impact 51188 Color: Lime 86325 ,Collection: No Rules- Mindful Play Style: 5T187 Engage Color: Experience Teal 86535 :Collection: No Rules- Mindful Play Style: Impact 5T188 Color: Teal 86405 'Collection No Rules- Mindful Play Style: 5T186 Color: Nuance 86515 Style: Sweet Sixteen Color: Nonpareil Finish: Matte Size: 12x12 SW6494 Lakeshore SW6657 Amber Wave Existing Flooring t0 Remain ollecfion: No Rules- Mindful Play Style: Inspire 0884V Color: Encourage 84535 Size: 12x24 ollection: No Rules- Mindful Play Style: Inspire 0884V Color: Lime 84325 Size: 12x24 033600.PC PG1 IGoncrele, Polished, i Per Specification r.__ 033600.PC PC2 ''Concrete, Polished, Integral Color, Custom lScofield 033600.PC 'mix to match architect's ample PC3 Concrete Polished, It grai Color "I, Scofield Collectio No Rules- Mindful Play Style: Inspire 0884V Color: Teal 84405 Size: 12x24 Style:Solltude 0648V Color: Cottonwood 48120 Size: 6x48 INo colorant Product: Chromix Color: Custom 096513.RST RST1 Resilient rubber star tread with texture IRoppe or Si BD 033000.SG ISC1 124800.SM -1SM1 Sealed Concrete Surface mount walkoll/entry mat POISpecifioation Shaw BD tyle: Portal 5T035 Color 096500.V 096500 VVCT ISF IVSFtCT1 096500 VSF :VSF2 096466WAF iWAF1 Vinyl composition Ole I Armstrong o eD Vinyl sheet flooring I Altro Style: Refiance 25 Color: Street igh102505 Vinyl sheet flooring Altro 'Style: Reliance 25 Color: TBD Wood athletic flooring Homer or Approved 'TBD ROOM LEGEND- PHASEI- 1ST FLOOR wtwt 1 Name 116 )CORRIDOR 116A ENTRY IVESTIBULE 1168 'VESTIBULE 116C STORAGE 116D 116E 117 117A STORAGE FIRE RISER ROOM CORRIDOR VESTIBULE CORRIDOR CORRIDOR 130 (LEARNING STUDIO 131 �LEARININGSTUDIO LEARNING STUDIO LEARNING STUDIO :LEARNING STUDIO 135 LEARNING STUDIO 136 CTE/APPLIED LEARNING LAB 137 137A I SMALL GROUP 137E 138 139 141 SCIENCE PREP LEARNING STUDIO WOMEN 142 ELEC 43 MEN 144 TOILET ST6 I IDF ;STAIRS5 [STAIRS5 _ GENERAL NOTES: 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.000 FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 0968000PT- CARPET TILE 241 X 24" 096500.LVT- LUXURY VINYL TILE 12' X 24" 096500.LVT - LUXURY VINYL TILE OTHER 096500 VCT- VINYL COMPOSITION TILE 12" X 12" 093000.CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC - HARDENED CONCRETE 096500 VSF - VINYL SHEET FLOORING 124800.SM - SURFACE MOUNT ENTRY MAT 096513.RST- RESILIENT STAIR TREAD 096466. WAF - WOOD ATHLETIC FLOORING j� EXISTING FLOORING TO REMAIN COG= t'.':;;':L.74rvCE JAN 0 4 2" 13 City of Tukwila BUILL- N0 C"ilP;'O"t RECEIVED CITY OF TUKWILA OCT 09 M B PERMIT CENTER FIRST FLOOR KEY NUMBER ADDENDUM 1-PERMIT REVIEW r9/17I18 1 DESCRIPTION '_DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1ST FLOOR PHASE 1 AREA A FLOOR PATTERNS 5932 REGISTERED ARC L060 LEE RAe,YMO VMOJ0) JJ` F ENTON F yy10 `TnTEo AS=NGTON BLRB ARCHITECTS, P.S. 2 INTERIOR FLOOR FINISH SCHEDULE II ''I,-°'WIIILHfi I : ", Ill' OUTDOOR COURTYARD, OPEN �K2 1ST FLOOR PHASE 1 - AREA B FLOOR PATTERNS ® 118"=1`-0°5RILL SIZE KEYNOTE MARK DESCRIPTION MANUFACTURER 1 PRODUCT INFORMATION 096800 CPT :CPT1 Carpet 'Shaw Collection: No Rules- Mintlful Play Style: Think 5T185 Color: Achieve 86760 096800 CPT CPT2 Carpet 096800CPT OPTS I Carpet 096800CPT ICPT5 096800 CPT CPT6 096800 CPT CPT7 Carpet Carpet Carnet IShaw Collection: No Rules - Mindful Play Style: Engage 5T187 Color: Achieve Purple 86760 j Shaw I Collection: No Rules- Mindful Play Style: Impact 5T188 Color: Purple 86965 Shaw _ :Collection: No Rules - Mindful Play Style: 5T187 Engage Color: Experience Hale Shaw ;Collection, No Rules - Mindful Play Style: Impact 5T188 Color: Lime 86325 Shaw I Collection: No Rules- Mindful Play Style', 5T187 Engage Color: Experience Teal 8653 096800CPT CPTB 096800 CPT CPT9 Carpet Carpet Tile I Collection: No Rules - Mindful Play Style', Impact 51-188 Color: Teal 86405 I Collection: No Rules- Mindful Play Style: 5T186 Color: Nuance 86515 , 093000CT CTi 1099123.EPT EPTS 099123.EPT EPT6 P I t ne/cerem Ep xy0 int Por Floors Epoxy Paint for Floors d tloo She She le I Style: Sweet Sixteen Color: Nonpareil Finish: Matte Size: 12x12 SW6494 Lakeshore-- --_ I SW6657 Amber Wave EXIST 096500.LVT LVT1 Existing Floors Lux inyl File 096500.LVT LVT2 xury vinyl file pire 0884V Color Encourage 84535 Size: 12x24 I Shaw I Collection: No Rules- Mindful Play Style: Inspire 0884V Color: Lime 84325 Size: 12x24 Existing Fbonng toe Remain Shaw Collection: NORues-Mintlful Plays 09650015a LVT3 Luxuryvinyl file 096500.LVT LVT6 Lux ryvinyl(lle 033600.PC I PC1 033600,PC !POE Concrete, Polished, Integral Color, Custom l 8906010 mix to match architect's sample 033600PC I PC3 C te, Polished, Integral Color IS field 096513.ROT IRST1 1Resilient rubberstai tread with texture IR ppe or Simi] 033000.SC I SC1 !Sealed Concrete 1124800.SM ISAR l Surface mountwalkofflentry mat I096500.VCT VCT1 1Vinyt composition Ile 1096500.VSF I VSF1 !Vinyl sheet flooring 096500.VSF IVSH :Vinyl sheet11 ring 096466.WAF ITIVAF1 1Wood athled 60onn Sh Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Teal 84405 Size: 125:24 Style: Solitude 0648V Color Cottonwood 48120 Size: 6x48',, Concrete, Polished, I Per Speclflcatlo No colorant Product: Chromix Color: Custom Per Specification Shaw Armstrong or srml4 ROOM LEGEND- PHASE 1- 1ST FLOOR wiwt Name 1116 18ORRIDOR 1116A ENTRYI VESTIBULE 1160 VESTIBULE 116C STORAGE 1160 STORAGE 116E FIRE RISERROOM CORRIDOR 117A 118 119 130 VESTIBULE CORRIDOR CORRNINGIDOR LEARSTUDIO 131 132 133 134 135 LEARINING STUDIO LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO 136 137 137A 137E 138 CTE t APPLIED LEARNING LAB SCIENCE STUDIO SMALL GROUP SCIENCE PSTUDREP SCIENCE IO 41 EARNING STUDIO WOMEN 142 143 144 ST6 STAIRS 5 ELEC MEN TA Altro Altro Horner or Approved Protluct: Ch x Color: TBD TBD Style: Portal 5T035 Color: Lava 34549 Size: 2'x2 TBD._ __._........_ ..........._.. Style: Reliance 25 Color: Streetlight D2505 GENERAL NOTES: ce 25 Color: TBD 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.000 FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET 53.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE, 096800.CPT -CARPET TILE 24" X 24" 096500.LVT - LUXURY VINYL TILE 12" X 24" 096500.LVT - LUXURY VINYL TILE OTHER 096500.VCT - VINYL COMPOSITION TILE 12" X 12" 093000 CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.H0 - HARDENED CONCRETE 096500 VSF - VINYL SHEET FLOORING 24800 SURFACE MOUNT ENTRY MAT 096513.8ST - RESILIENT STAIR TREAD 096466 WAF - WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN COGS AES k V1J Jt;104 221 City of Tukwila BUILC:^ G DIb O < RECEIVED CITY OF TUKWILA OCT O9NIB PERMIT CENTER FIRST FLOOR KEY 410 1 (ADDENDUM 1- PERMIT REVIEW 9I17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250P tifi[Ave.'. Suite 00 Was1i 0898102 25162 .5599 BLRB.com Drawing Title: 1ST FLOOR PHASE 1 AREA B FLOOR PATTERNS 0.01.2018 Revised: Stamp 5932 , IREGISTERED }} 400 7EG /I V80500fi E0 005 ISTATE OF wASMNGTON Drawn B Author Project No 16.08 Sheet No. BLRB ARCHITECTS, P.S. 2 3 4 5 7 8 9 2ND FLOOR PHASE 2 - AREA E FLOOR PATTERNS 9. 1/8 -T-P'@FULL SIZE 17608 CPT2) FOOD CPT21 1 107J'. CPT21 (CPT2: `705.; D0T2ll 0 810 1ST FLOOR PHASE 2 - AREA E FLOOR PATTERNS ;111A\`' SC1 IV FIST PiFFirsaPF.791/661'-0'@ FULL SIZE K4L1ST FLOOR PHASE 2 - AREA J FLOOR PATTERNS K4 1/8"=10" @ FULL SIZE GENERAL NOTES: 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.00C FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH SCHEDULE KEYNOTE •, MARK I DESCRIPTION MANUFACTURER [ PRODUCT INFORMATION I096800.CPT i CPT1 l Carpet 1096000.CPT I CPT2 (Carpet Shaw Shaw Shaw Collection: No Rules- Mindful Play Style: Think 5T186 Color: Achieve 86760 Collection: No Rules . Mindful My Style: Engage 5T187 Color Achieve Purple 86760 696696.OPT 096000.CPT CPT3 CPTS -Carpet Carpet ,Collection:N Rules - Mindful Play Style: Impact 5T18800101 Purple 86965 Shaw Collection: No Rules- Mindful Piay Style: 5T187 Engage Color: Experience Lime 096800.CPT CPT6 (Carpet Shaw Collection: No Rules - Mindful Play Style: Impact 5T100 Color Lime 86325 096800.CPT 096800.CPT CP177 0008 Carpel (Shaw Carpet Shaw Collection: NO Rules -Mintlful Play Style: ST18] Engage Color Experience Teal Collection: No Rules- Mintlful Play Style: Impac15T188 Color: Teal 86405 096000.CPT 093000CT GPT9 fCT1 C rpetTl Sh Collection:N R I s-M'ndf IPlayStyl 5T186 C1 r. Nuance 86515 P I 1 tonelcem Il and floor tileK rile Sh wnWilli ms Style:Sw tS t en Color N pant Finish: Matte Sze: 12x12 099123.EPT EPT5 EpoxyP tfor Flao SW6494L k h e I099123,EPT I EPT6 Epoxy Pa intfor Floors She Williams SW6657 Amber Wave l 1096500.LVT 'EXIST LVT1 Existing Floors Luxury vinyl the Shaw ,Existing Flooring to Remain !Collection: No Rules - Mindful May Style: Inspire 0884V Color: Encourage 84535 Size: 12x24 !096500.LVT (096500.LVr LVT2 LVi3 Luxury, vinyl file Lu ury vinyl Lle Shaw Shaw i00160tion: No Rules- Mindful May Style: Inspire 0804V Color: Lime 84325 Size: 12224 Collection: No Rules - Mindful Ply Style: Inspire 0884V Color: Teal 84405 Size: 12x24 096500.LVT LVS Luxuryvinyl the Shaw 'Style: Solitude 0648V Color: Cottonwood 481205ize: 6x48 033600.PC 033600.PC 033600.PC PC 1 PC2 PC3 !Concrete, Concrete, Polished ;Concrete, Polished, Integral Color, Custom mix to match architect's sample Per Specification No colorant Scofield Product:Chromix Color: Custom Polished, Integral Color Scofield Pr otlu8: Chromix Color: 096513.RST RST1 ;Resilient rubber stair tread with texture Roppe or Si milar TBD 033000.SC 124800.SM SC1 ;Sealed Concrete I Per Specitica90n SM1 ;Surface mount walkoffl try mat i Shaw TBD Style Portal 5T035 Color Lava 34549 Size: 2'x2' -- 096500 VCT VCT1 ;Vinyl composition file ;Armstrong or similar TBD 096500VSF 1VSF1 ;Vinyl sheetflooringAltro 096500 VSF VSF2 lyinyl sheet flooring ;AIUo Style_ Reliance 25 Color Slreetl9ht D2505 Style: Reliance 25 Color TBD 096466.WAF WAF1 Mood athletic Flooring I Homer or Approved (TBD ROOM LEGEND - PHASE 2- 1ST FLOOR Number Name 1100 01 !WAITING AREA !RECEPTION 1102 I WORK 103 ICONFiOFFICE 1104 ICONF/OFFICE 1105 [ASSISTANT PRINCIPAL 106 'PRINCIPAL - - 107 OFFICE oS 109 110 111 111A 111E TESTING / ISS OFFICE [ELEVATOR MECHANICAL ROOM HALL..._._.. ........ ......... JANITOR CLOSET MEWS 111C IWOMEMS 11110 MAIL ROOM 1112 1STOR [113 HEALTH 11130 312 RESTROOM TEMPORARY COMMONS !312A 1312C 1313 (VESTIBULE )313A r9ECURITY STORAGE FOOD SERVICE FIRST FLOOR KEY PHASE 1 AREAA PHASE 5 AREA C PHASE 5 AREA D PHASE 2 AREA E PHASE 1 AREA COMMONS BELOW ,ROOF': ROOM LEGEND - PHASE 2- 2ND FLOOR Number ! Name !203 208 1209 1210 1211 CAT WALK OFFICE SECURITY OFFICE STAFF LOUNGE 211A 212 212A 2126 KITCHEN HALL .._.-.... RESTROOM RESTROOM INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 096800.CPT - CARPET TILE 24" X 24' 096500.LVT - LUXURY VINYL TILE 12" X 24" 096500.LVT - LUXURY VINYL TILE OTHER dd_l 096500 VCT-VINYL COMPOSITION TILE 12" X 12' 093000,CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC - HARDENED CONCRETE 096500VSF - VINYL SHEET FLOORING 124800.SM - SURFACE MOUNT ENTRY MAT 096513.RST- RESILIENT STAIR TREAD 096466 WAF- WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN RECEIVED CITY OF TUKWILA OCT 09 2918 _ , PE Mil C 4TETIt AN-k ,30D OOF I 4F T ILC R00 REA ROOF AREA J i9 91 SECOND FLOOR KEYPLAN 1 IADDENDUM1- PERMIT REVIEW 9/17/18 NUMBER, DESCRIPTION DATE 1 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District "R50Pa1'0 Ave. -. Sulte700'.' W414610690402 Drawing Title', 1ST/2ND FLOOR PHASE 2 AREA E/J FLOOR PATTERNS 0.01.2018 Stamp 5932 t I\, I REGISTERED 1 L-K ARC ITECT Y�- Aeo ( LEE RYMOu2 ENTON I STATE OF WASHINGTON Drawn By: Author Project No. 16.08 Sheet No. A9.1C] BLRB ARCHITECTS, P.S. 5 6 7 8 INTERIOR FLOOR FINISH SCHEDULE 30/2018 3:31:38 PM u u u'I u 11 I 128 EXIST J EXIST' f- -1 I -I I -"I I---1 I! `26 EXIST — j 127A EXIST VCT1 EXIST CPT1J nI 1ST FLOOR PHASE 3 - AREA C FLOOR PATTERNS 118'-1'-0 9FULL SIZE KEYNOTE I MARK 096800.CPT CPT1 !Carpet 096800.CPT 096800 CPT 096800 CPT 096800.CPT 096800.CPT 096800.CPT 096800,CPT 093000.CT 099123.EPT CPT2 !Carpet CPT3 !Carpet CPT5 !Carpet CPT6 !Carpet CPT] :Carpet GPTS !Carpet CPT9 !Carpet DESCRIPTION MANUFACTURER PRODUCT INFORMATION Shaw Collecgon: No Rules dful Play Style: 1 760 Shaw Collect! N Rules . Mindful Play Style Engage T6 g5T187 Color: Achieve ePurple 86760 Shaw Collection: No Rules - Mindful Play Style: Impact 5T188 Color: Purple 86965 Collection: No Rules- Mindful Play Style: 57187 Engage Color: Experience Lime Shaw Collection: No Rules- Mindful Play Style: Impact 5T188 Color: Lime 86325 Shaw Collection: No Rules- Mindful Play Style: 57187 Engage Color: Experience Teal 86535 CT1 Pelainistone/cerarnic wall and floor tile EPTS LEpoxyPaint fFloors 099123.EPT EPT6 !Epoxy Pamtf Floor !Sh n Will' ms !EXIST lExistingFl Shaw Collection: No Rules - Mindful Play Style: Impact 5T188 Color: Teal 86405 Shaw -Collection: No Rules - Mindful Play Style: 5T186 Color. Nuance 88515 Style: Sweet Sixteen Colo: Nonpareil Finish: Matte Size: 12x12 K Tile Sh n Wl m Shaw SW6494 Lakesh SW6657 Amber Wave Existing Floorng to Rem N Rules M'ntlful Play Style: Insp re 0884V Color: Encourage 84535 S,ze:.12x24 . N R les-Mindful Play Style: inspire 0884V Color Lime 84325 Size: 12x24 !Shaw ..-..... !Shaw Per Specification 033600.PC 1PC2 Concrete, Polished, Integral Color, Custom Scofield mix to match architect's sample 033600.PC 'PC3 Concrete, Polished, Integral Color Scofield 096500LV7 I LVT1 L ry nyl ye_ 096500LVT 11V72 !Luxury vinyl file 096500LVT ILVT3 Luxury vinyl file 096500.LV7 I1V76 Luxury vinyl file 033600.PC 1PC1 Concrete, Polished 033000.SC Collection: No Rules- Mindful Play Style: inspire 0884V Color Teal 84405 Size: 12x24 Style: Solitude 0648V Color: Cottonwood 48120 Size: 6x48 No colorant Product: Chromix Color: Gusto Resilient rubber stair tread with texture Roppe or Simila Sealed Concrete Product. Chromix Color: TBD Per Specificalio TBD 124800.SM 096500VCT iVCT1 096500VSF I VSF1 Surface mount walkoffte VIn8 composition tile_ Vinyl sheet flooring 096500VSF iVSF2 iVmyl sheetfiooring 096466,WAF l WAFIJti Wood athleti6100100 A Style: PO8a157035 Color'. Lava 34549 S. 2'x2' TBD Altro Altm Horner or Approv Style: Reliance25 Color: Streetlight 02505 Style: Reliance 25 Color'. TBD TBD ROOM LEGEND- PHASE 3- ACADEMIC WING Number j Name 114 116 CORRIDOR 126 SCIENCESTUDIO 126A !SCIENCE SUPPORT 127 :SCIENCE STUDIO 27A !SCIENCE SUPPORT 28 !SCIENCE STUDIO 129 !CUSTODIAN 0 _ 140 POTTERY TART ROOM_ 140A ART PREP ROOM :5 LEARNING KILN 145 LEARNING COMMONS 46 47 48 SMALL GROUP SMALL GROUP SPECIAL EDUCATION 48C DRESSING R00 WATER HEATER 50 SPECIAL EDUCATION 151 152 153 154 LEARNING STUDIO COUNSELING SECRETARY OFF CORRIDICE OR CORRIDOR 57 58 59 60 61 62 163 164 165 OFFICE SMALL FLEX OFFICE ............................. CAREER OFFICE SMALL FLEX OFFICE OFFICE SMALL FLEX OFFICE l FILE STORAGE-_.._.......__........_...... ',CONFERENCE !TOILET 166 167 TOILET LARGE FLEX OFFICE 160 so OFFICE 170 !CONFERENCE GENERAL NOTES: 1, SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (AS.000 FPR ADDITIONAL MATERIAL INFROMATION. 2, SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPEICOLOR/STYLE. 096800.CPT - CARPET TILE 24" X 24" 096500.167 - LUXURY VINYL TILE 12' X 24" 096500:LVT - LUXURY VINYL TILE OTHER 096500.VCT- VINYL COMPOSITION TILE 12. X 12" Y� 093000.CT- CERAMIC TILE 126X 12. tl I�I 033600.PC- POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.NC -HARDENED CONCRETE 00.VSF - VINYL SHEET FLOORING 124800.SM - SURFACE MOUNT ENTRY MAT 096513.RST - RESILIENT STAIR TREAD 9 66.WAF- WOOD ATHLETIC FLOORING j EXISTING FLOORING TO REMAIN CO0 _t'.'.: _'';,‘",CE API - .LID J',N 04 2212 City of Tukwila BUILDING G'.i{C'OPJ RECEIVED CITY OF TUKWILA OCT 00 2010 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM 1- PERMIT REVIEW 9/17118 NUMBER DESCRIPTIONDATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District I150P ri(45 Si1e700. E536➢5599 1ST FLOOR PHASE 3 AREA C FLOOR PATTERNS Dale: 10.01.2018 Revised: Stamp 932 , REGISTERED ( AROHITEC 'VIS1 )1-4\3IT-(9 Th LEE RAYMOND FENTON STATE of WASHINGTON Drawn By: Author Project No. 16.08 Sheet No. A9.1D BLRB ARCHITECTS, P.S. 3 4 5 6 7 INTERIOR FLOOR FINISH SCHEDULE A B C D E F G H 1ST FLOOR PHASE 3 - AREA G FLOOR PATTERNS ccssm 1/8,1'W© FULL SIZE KEYNOTE MARK DESCRIPTION MANUFACTURER PRODUCT INFORMATION '096800CPT 096800 OPT CPT1 CPT2 Carpet Shaw ,Collection: No Rules- Mindful Play Style: Think 5T186 Color: Achieve 86760 Carpet Shaw _ Collection'. No Rules- Mintlful Play Style: Engage 5T187 Color, Achieve Purple 86760 096800 CPT 096800 CPT Cc CPTS Carpet Shaw (Collection: No Rules- Mindful Play Style: Impact 5T188 Color: Purple 86965 Carpet Shaw Shaw Collection'. No Rules- Mindlul Play Style 5T187 Engage Color E p nce Lime 096800 CPT CPT6 Carpet Collec60 60 Rules-Mintlful Play Slyle:Impact 5T186 Color: Lime 86325 • 096800CPT 096800CPT CPT] CPTS Carpet (Shaw Collection: No Rules- Mindful Play Style 5T187 Engage Color: Experience Teal 86535 ' Carpet Shaw Shaw Collection No Rules - Mintlful Play Style: Impact 5T188 Color Teal 864.OS_ 0968000PT 093000CT CPTS Carpet Tile Collection No Rules- Mindful Play Style, 51186 Color. Nuance 86515 CT1 Porcelain/stone/ceramicwHI and floor file 1KaiserTlle Style'. Sweet Sixteen Color'. Nonpareil Finish: Matte Size: 12x12 099123EPT EPTS Epoxy Paint for Floors ,Sherwin Wllams SW6494 L:e:te 099123EPT EPT6 Epoxy Paint for Floors (Sherwin Williams SW6fi57 Amber Wave 1 0965001VT EXIST LVT1 Existing Floors Existing Flooring to Remain Luxury vinyl file ,Shaw C011ec0on: No Rules- Mindful Play Style spire 0884V Color: Encourage 84535 Sze: 12x24 096500.LVT LVT2 LVT3 Luxury vinyl tile ;Shaw ;Collection: No Rules- Mindful Play Style. nspire 0884V Color: Lime 64325 Sae: 12x24 0965001VT Luxury vinyl file ;Shaw Shaw ,Collection: No Rules- Mindful Play Style: Inspire 0884V Color Teal 84405 Size: 12x24 0965001Vi LVT6 Luxury vinyl tie ...__ ,Style: Solitude 0640V Color: Cottonwood 48120 Sze6x48 033600 PC PC1 Concrete, Po . Per Specificaton INo colorant 033600.PC 033600.PC IPC2 PC3 Concrete, Polished, Integral Color, Custom mix to match architect's sample Scofield ,Product: Chromix Color. Custom C refe, Polished, Integral Color _ t Resilient nt rubber stair treed with texture Scofield R ppe or Simile IProduct: Chromix Color:__ 096513.RST 'RSTt iTBD 033000.SC ,SC1 Sealed Concrete Per Specification ,TBD - --- 124800.SM SM1 Surface mount Wolkoff/entry mat Shaw Armstrong or similar _ ,Style: Portal 5T035 Color: Lava 34549 Size: 2'x2' 096500 VCT VCTt Vinyl compos lion file ITBD 096500VSF 096500VSF VSF1 VSF2 Vinyl sheet flooring Vinyl sheet flooring Altre ,Style:Reliance 25 Color: Streetlight D2505 -- Altro Horner or Approved i Style: Reliance 25 Color: TBD 096466.WAF IWAF1 Wood athletic flooring TBD ROOM LEGEND- PHASE 3-ACTIVITIES WING Name Number 1 303 ilDF 304 CORRIDOR 314 TICKETS 314 TICKETS 315 LEARINING STUDIO 315A STORAGE 315E OFFICE 315C STORAGE 316 DF 317 CHORAL 31 ]A OFFICE 3176 PRACTICE 318 MUSIC LIBRARY GENERAL NOTES: 3319A 19 BANFF OD ICE 3196 STORAGE 319C STORAGE 1319D PRACTICE 1320 GREEN ROOM MECHANICAL ACCESS i321 DRESSING ROOM I321A RESTROOM 1322 DRESSING ROOM 322A RESTROOM EXCERCISE ROOM STAGE 25 MECHANICAL ACCESS 326 WOMEN'S 327 MEN'S ATHLETIC SECRETARY .329 ATHLETIC DIRECTOR 330 ASS OFFICE 331 AUDITORIUM 333A LIGHT TRAP 1339 FIRE i340 ELECTRICAL ROOM STAIR 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.00C FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 096800.CPT -CARPET TILE 24" X 24" 096500.LVT -LUXURY VINYL TILE 12" X 24" 096500.LVT- LUXURY VINYL TILE OTHER 096500.VCT - VINYL COMPOSITION TILE 12" X 12" 093000.CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC - HARDENED CONCRETE 096500 VSF - VINYL SHEET FLOORING 124800 SM - SURFACE MOUNT ENTRY MAT 096513.RST -RESILIENT STAIR TREAD ill 096466 WAF - WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN J..;. 0 4 2:1 City of Tukwila BUILDING CiVi_ iON RECEIVED CITY OF TUKW LA OCT 09 24°11 PERMIT CENTER FIRST FLOOR KEY 1 ADDENDUM 1- PERMIT REVIEW NUMBER I DESCRIPTION 9/17118 DRAWING REVISIONS DATE 1 PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA. ',:: 1E56Padfagee. ''..Washington 98461 ,,...,. Drawing Title: 1ST FLOOR PHASE 3 AREA G FLOOR PATTERNS Date 0.01.2018 Stamp 5932 I �I REGISTERED PARC RECT E 1AION ON �~ TTD7029ASHINDTON Drawney: Author BLRB ARCHITECTS, P.S. 96 A B c D E G H K K1 1ST FLOOR PHASE 4 - AREA F FLOOR PATTERNS rFmeEssf2....1 I/8"=1'-0"@FULL SIZE KEYNOTE ARK DESCRIPTION 096800.CPT ICPT1 Carpet INTERIOR FLOOR FINISH SCHEDULE I MANUFACTURER I Sh PRODUCT INFORMATION olleetion: No Rules- Mindful Play Style: Think 5T186 Color: Achieve 86760 096800CPT CPT2 096800CPT ICPT3 096800CPT OPTS Carpet Carpet Carpet olleetion: No Rules- Mindful Play Style: Engage 5T187 Color, Achieve Purple 86760 olleetion: No Rules- Mindful Play Style: Impact 5T188 Color'. Purple 86965 Shaw olleetion: No Rules- Mindful Play Style: 5T187 Engage Color: Experience Lime 096800 CPT PT6 096800CPT ICPP 096800CPT ICPTB Carpet Shaw Carpet Shaw Shaw 09680E CPT iCPT9 Carpet The Shar 093000CT CT1�!P I - I tone/cera 'c wall and floor tile Kaiser Tile Style:,5 1S' 1 en Color Nonpareil Finish, Matte Slze: 12x12 099123.EPT iEPT5'Epoxy Paint for Floors Sherwin Williams SW6494 Lakeshore ollection: No Rules- Mindful Play Style: Impact 5T180 Color: Lime 86325 099123,EPT EPT6 1 Epoxy Paint for Floors I Existing Floors 096500.LVT LVT1 'Luxury vinyl file 098500.LVt ILVT2 ;Luxury vinyl tile 096500.LVT 1LVi3 'Luxury vinyl file Collection: No Rules- Mindful Play Style: 5T187 Engage Color: Experience Teal 86535 Collection: No Rules- Mindful Play Style: Impact 5T188 Color'. Teal 06405 Collection: No Rules- Mindful Play Style_ 5T186Color, Nuance 86515 Sherwin Williams Shaw j Shaw Shaw 096500.LVT 1LVT6 ( Luxury vinyl file ;Shaw 033800.PC l PC1 :Concrete Polished. Per Specification 033600.PC I PC2 'Concrete, Polished, Integral Color, Custom,Scofield +mix to match architect's sample i — __.........._....__._- 033600.PC PC3 IConcrete, Polished, Integral Color :Scofield 096513.RST ff RST1 'Resilient rubber stair tread with texture iRopEe or Similar 033000,SC SC1 !Sealed Concrete }Par Specification W6657 Amber Wave xisting Flooring to Remain Collection: No Rules - Mindful Play Style: Inspire 0064V Color, Encourage 84535 Size: 12x24 I Collection: No Rules- Mindful Play Style: Inspire 0884V Color: Lime 84325 Size: 12x24 Collection: No Rules - Mindful Play Style: Inspire 0084V Color: Teal 84405 Size: 12x24 Style: Solitude 0648V Color Cottonwood 48120 Size: 6x48 No colorant roduct: Chromix Color: Custom roduct Chromix Color: BD BD 124800.SM SMi ;Surface mount walkoH/entry in 098500.VCT VCT1 ITVnyi composition file 096500.VSF VSFI !Vinyl sheet flooring 096500.VSF VSF2 (Vinyl sheet flooring Shaw tyle: Portal 5T035 Color Lava 34549 Size: 2'x2' lArMstrong_ o liar TBD TAtt Style. Reliance 25 Color: Streetlight D2505 Altro Style: Reliance 25 Color TBD 096466WAF WAFT IWood athletic Flooring IHorneror Approved ITBD ROOM LEGEND - PHASE 4 Name 202 300 300A !BRIDGE i COMMONS IENTRY/VESTIBULE 3008 300C I300D 300E 300E :301 !COURTYARD VESTIBULE !DELI/SALAD DELI/SALAD COMMUNITY KITCHEN TOILET --- 302 TOILET 305 305A STORAGE - WORW STORAGE 336 336A 337 TICKETS BRIDGE EXIT_ KITCHEN 337A OFFICE PREPAREA ELECTRICAL ROOM MECHANICAL ROOM GENERAL NOTES: 1. SEE ROOM FINISH SCHEDULE SHEETS (AS.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.O0C FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 096800.CPT - CARPET TILE 24" X 24" —1 o965on on IIIMIIRYVINVI TIIF1 096500.LVT - LUXURY VINYL TILE OTHER 096500VCT- VINYL COMPOSITION TILE 12" X 12" 093000.CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC- HARDENED CONCRETE 096500.VSF - VINYL SHEET FLOORING 124800.SM - SURFACE MOUNT ENTRY MAT 96513.RST- RESILIENT STAIR TREAD 096466. WAF - WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN 4a,2ND FLOOR PHASE 4 1/8, t'-0" 6 FULL SIZE 0• i.. 2., q�. COG= tD 1:..10 4 :17 City of Tukwila BUILE.TOD RECEIVED CITY OP TUKWILA OCT 0920i8 PERMIT CENTER ATTERNS FIRST FLOOR KEY PLAN 1 `;ADDENOUMI- PERMIT REVIEW NUMBER I DESCRIPTION DRAWING REVISIONS 9/1]/18„-� DATE PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 550ParilicAvx. Suitei00 251.600699.: Drawing Title: 1ST/2ND FLOOR PHASE 4 AREA F FLOOR PATTERNS Date 0.01.2018 Revised Stamp 5032 REGISTERED ARC ITEC lull. 40000 LEE RAAIO6D FENTON STATE OF WASHINGTON Drawn By: Author Project No. Sheet No. A9. BLRB ARCHITECTS, P.S. 6 7 8 INTERIOR FLOOR FINISH SCHEDULE re L.- CP 123 CPTS CPT6 LLVT1 LVT2 CPT 124 EXIST I 25 I EXIST! VT 1ST �FLOOR PHASE 5 - AREA D FLOOR PATTERNS FULL SIZE I-RST1 EXIST 1114 EXIST I EXIST I WORK COMPLETED IN PHASE 2 ® OR PHASE 5 - AREA J FLOOR PATTERNS 1i8"=1'A'©. Fla SIZE KEYNOTE MARK DESCRIPTION 098800 CPT CPT1 )Carpet 096800.CPT CPT2 '',Carpet 096800 CPT CPTS !Carpet 096600.CPT CPTS ',Carpet 096000,CPT CPT6 !Carpet 096800.CPT CPTT !!Carpet 096800.CPT CPTS Carpet MANUFACTURER L PRODUCT INFORMATION Shaw !Shaw ;Shaw Shaw !Shaw I Shaw 096800.CPT CPTSCarpet Ttle Shaw 093000.CT CT1 Porcelainlstonelceramlc wail and floor the Kaiser Tle !099123.EPT EPT5 Epoxy Paint for Floors Sherwin Williams 099123.EPT EPT6 Epoxy Paint for Floors Sherwin Williams EXIST Existng Floors 096500 LVT LVT1 Lxury vinyl file !Shaw 096500.LVTJ LVT2 !luxury vinyl file Shaw 096500.LVT LVT3 096500 LVT LVT6 1033600 PC PC1 033600,PC PC2 033600,PC PC3 uxury vinyl uxury vinyl fiblele Shaw Shaw Concrete, Polished, Per Specification Concrete, Polished. Integral Color, Custom Scofield mix to match architect's sample crate, Polished. Integral COIo ollecton: No Rules- Mindful Play Style: Think 51186 Color Achieve ollection' No Rules- Mindful Play Style Engage 5T187 Color. Achieve Purple 86760 ollection: No Rules- Mindful Play Style: Impact 5T188 Color. Purple 86965 !loot on. No Rules- Mindful Play Style. 5T187 Engage Color, Experience Lime ollection: No Rules- Mindful Play Style: Impact 5T188 Color' Lime 86325 Collection: No Rules- Mindful Play Style: 5T187 Engage Color Experience Teal 86535 ollection: No Rules- Mindful Play Style. Impact 5T188 Colol ollection'. No Rules- Mindful Play Style: 5T186 Color Nuan, Style: Sweet Sixteen Color Nonpareil Finish: Matte Size, 12x1 SW6494 Lakeshore SW6657 Amber Wave Existing Flooring to Remain Collect! No Rules Mindful Play Style: Inspire 0884V Color Encourage 84535 ollection. No Rules - Mmdtul Play Style: Inspire 0884V Color Lime 84325 Size:' Collection: No Rules - Mindful Play Style: Inspire 0884V Color Teal 84405 Size'.12x2 Style: Solitude 0648V Color Cottonwood 48120 Size: 6x48 No colorant Product: Chromix Color, Custom Scofield Product: Chromix Colo, 096513_RST RST1 Resilient rubber stair tread withiexlure Roppe or Similar TBD 033000.SC SC1 Sealed Concrete 124800 SM SM1 Surtace mount walkofflentry mat Shaw Style Portal 5T035 Color Lava 34549 Size: 2'x2' 096500.VCT VCT1 !Vinyl composition file Per Specificaton TBD Armstrong or similar TBD 096500.VSF VSF1 Vinyl sheetfloonng Aliro Style: Reliance 25 Color: Street6912 D2505 096500.VSF VSF2 Vinyl sheet flooring !Aliro Style_ Reliance 25 Color: TBD 096466.WAF WAFT Wood athletic flooring I Horner or Approved TBD ROOM LEGEND- PHASE 5- 1ST FLOOR I Number L Name 1114 I CORRIDOR 1115 !CORRIDOR 120 [LEARNING STUDIO 121 1 LEARNING STUDIO 122 !LEARNING STUDIO 123 !LEARNING COMMONS 123A STAFF ITEAM 123B SMALL GROUP 124 1125 MEN'S WOMEN'S MEWS TEAM RO 311 1 WOMEN'S TEAM ROOM i 312 =AUXILIARY GYMNASIUM I312A !STORAGE GENERAL NOTES: 2x24 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & 8) AND MATERIAL FINISH SCHEDULE SHEET (A5.000 FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 096000.CPT - CARPET TILE 24" X 24" 096500.LVT - LUXURY VINYL TILE 12" X 24" 096500.LVT - LUXURY VINYL TILE OTHER 096500 VCT - VINYL COMPOSITION TILE 12" X 12" 093000.CT- CERAMIC TILE 12" X 12" 033500.PC - POLISHED CONCRETE SP PAINTED AS SHOWN, SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC- HARDENED CONCRETE 096500 VSF - VINYL SHEET FLOORING 124800 SM -SURFACE MOUNT ENTRY MAT 965 .RST - RESILIENT STAIR TREAD 096466 WAF- WOOD ATHLETIC FLOORING jj /, EXISTING FLOORING TO REMAIN • COL"c.: {.CE AFi-4:...2J r.:1G42:13 City of Tukwila BUILCT G CFdl�:O?0 RECEIVED CITY OF TUKWILA OCT 0921113 PERMIT CENTER FIRST FLOOR KEY _ 1 EADDENDUM NUMOER; 1-DMTRTEVOW9I17718 I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA . ISP Peac856 Suile100 Washington 23402 253.621.5599 BLRB.com Drawing Title', 1ST FLOOR PHASE 5 AREA D/J FLOOR PATTERNS Data. 10.01.2018 Revised : Stamp 5932 REGISTERED ARCITED-TG 4ViVi LEE R56 050PENTON STATE OF WASSHINGTON Drawn By: Author Project No, 16.08 Sheet No. A91G3 RLRB ARCHITECTS, P.S. A B C D E `228 x06, I PCII LCPTi PC 11 EPT III■ CHASE 208 ^IPCI�� EPT5I CH, ASE I C OPEN TO BELOW -.STAIRS COMPLETED IN F G 2ND FLOOR PHASE 1 - AREA A FLOOR PATTERNS 1/8"=1'-0"@FULL SIZE H K I-1I CT Thr 207 PCI I. <ST4r INTERIOR FLOOR FINISH SCHEDULE o96800 CPT _ CPT1 ICerpet 096800.CPT CPT2 Carpel 098800.CPT CPTS Carpet 096800.CPT CPTS 096800.CPT CPT6 096800.CPT CPT] 096800.CPT CPTS 096600.CPT ICPT9 1093000.CT CT1 ;099123.EPT i EPTS Epoxy Paint for Floo 099123.EPT EPT6 Epoxy P tf r Floors EXIST Existing Floors 096500LVT LVT1 '',Luxury vinyl file arpet arpet iarpet DESCRIPTION I MANUFACTURER PRODUCT INFORMATION ,Sh Shaw IShaw Shaw Shaw ollection'. No Rules- Mindful Play Style: Think 5T186 Color: Ache ollection: No Rulea - Mindful Play Style: Engage 5T187 Color: Achieve Purple 86760 ollection'. No Rules- Mindful Play Style: Impact 5T168 Color: Purple 86965 ollection: No Rules - Mindful Play Style: 5T187 Engage Color: Experience Lime ollection'. No Rules - Mindful Play Style: Impact 5T188 Color Lime 86325 S Collection: No Rules- Mindful Play Style: 57187 Engage Color Experience Teal 86 :Shaw Collection: No Rules- Mindful Play Style: Impact 57188 Color: Teal 86405 (Carpet Tle __-� Shaw Collector: No Rules -Mindful Play Style: 5T186 Color, Nuance 86515 1 PorcelaNtne/ceramicwall and floor tile Kaiser Tile Style: Sweet Sixteen Color Nonpareil Finish: Matte Size: 12x12 I096500.LVT LVT2 !Luxury vinyl file 096500.LVT LVT3 !Luxury vinyl the Sherwin Williams SW6494 Lakeshore Sherwin Williams SW6657 Amber Wave Shaw Shaw Shaw 096500.LVT I LVT6 I Luxury vinyl the 033600.PC I PC1 033600 PC 033500.PC PC2 PC3 Concrete, Polished Concrete, Polished, Integral Color, Custom mix to match architect's sample Concrete, Polished, Integral Color 098513.RST RST1 Resflentrubber stair tread with texture 033000.SC SC1 Sealed Concret 124800,SM SM1 Surface mount off/entry 096500 VCT VCT6 Vinyl composition file 096500.VSF VSF1 Vinyl sheet flooring 096500.VSF :VSF2 Vinyl sheet flooring 096466 WAF WAF1 Wood athletic flooring ROOM LEGEND- PHASE 1- 2ND FLOOR Number I Name '206 (CORRIDOR 20T ;CORRIDOR 228 'LEARNING STUDIO 229 i LEARNING STUDIO 230 : LEARNING STUDIO 231 :LEARNING STUDIO (LEARNNING STUDIO LEARNING STUDIO CTE / APPLIED LEARNING LAB 235 SCIENCE STUDIO 235A SMALL GROUP 235B SCIENCE PREP 236 SCIENCE STUDIO LEARNING STUDIO 238 GROUPLEARNING 232 233 234 9 WOMEN ELEC 241 - Conference Room 243 TOILET ST4 (STAIR 4 IShaw I Per Specirmatio Scofield Scofield Roppe or Similar Per Specification Shaw (Armstrong or similar {Auto IAltro Existing Flooring to Rem Collection: No Rules-Mintlful Play Style: Inspire 0884V Color Encourage 84535 Size: 12x24 Collection: No Rules- Mindful Play Style: inspire 0684V Color: Lime 84325 Size: 12x24 Collection: No Rules - Mindful Play Style: inspire 0884V Color: Teel 64405 Size: 12x24 r___. _.._._... Style'. Solitude 0648V Color: Cottonwood 48120 Size:6x48 No colorant Product Chromix Color: Custom Ghromix Color: TBD TBD Style: Portal 5T035 Color Lava 34549 Size: 2'x2' TBD Reliance 25 Color: Streetlight D2505 Style: Reliance 25 Color: TBD Horner or Approved TBD GENERAL NOTES: 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.000 FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. t— I I096800.CPT- CARPET TILE 24" X24" e0JUU.LV I-LUAUKY VINYL I ILL 1, 096500.LVT - LUXURY VINYL TILE OTHER 096500 VCT - VINYL COMPOSITION TILE 12" X 12" I, --_+ 093000CT- CERAMIC TILE 12" X 12" 033600,PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC - HARDENED CONCRETE 096500VSF - VINYL SHEET FLOORING 12 00.SM - SURFACE MOUNT ENTRY MAT 096513.RST - RESILIENT STAIR TREAD 096466 WAF - WOOD ATHLETIC FLOORING I///' %//�/j EXISTING FLOORING TO REMAIN f7 / r' PHASE 1 AREA A PHASE 5 AREA C CO:=c<,: r,1,0 AF'i-:G D JLP. 04 2_13 City of Tukwila BUILL':NG C;VG, IOU RECEIVED CITY OF TUKWILA OCT OD 2016 PERMIT CENTER PHASE 1 AREA SECOND FLOOR KEYPLAN NUMBER1 NDUM (ADDE1 - PERMIT REVIEW DESCRIPTION 9/17/18 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 6011/54, 2550 06/00065810560 8402 2ND FLOOR PHASE 1 AREA A FLOOR PATTERNS Data 10.01.2018 Revised' Stamp ARCNITEC REGISTERED u) �'�08D 04;k NENTON ' LEE Rd MOSTATE OF WASHINGTON Drawn By: Author Project No. 16.08 BLRB ARCHITECTS, P.S. ) 9 INTERIOR FLOOR FINISH SCHEDULE 30/2018 3:32:41 PM A B C D E F G K �2 2ND FLOOR PHASE Fm4=¢5/....291/8"=110"@FULL SIZE AREA B FLOOR PATTERNS 1 KEYNOTE li MARK 096800.OPT CPT1 096800CPTICPT2 096800.CPT 096800 CPT 096800 CPT 09C 10968006800,CPTPT 096600.CPT 093000.CT PT3 PT5 PT6 PT7 CRIPTION MANUFACTURER PRODUCT INFORMATION Carpet Carpet Carpet Carpet I Shaw 099123.EPT ;EPT5 (Epoxy Paint for Floors 099123.EPT I-EPT6 (Epoxy Paint for Floors ;EXIST Existing Floors I096500.LVT LVT1 Luxury vinyl the 096500LVT i LVT2 Luxury vinyl tits 096500.LVT ILVT3 Lu 096500.LVT ILVT6 033600 PC PC1 033600.PC PC2 1033600 PC 096513.RST PC3 RST6 Collection: No Rules- Mindful Play Style', Think 5T166 Color: Achieve 86760 Collection No Rules- Mindful Play Style: Engage 57187 Color: Achieve Purple 86760 Collection: No Rules - Mindful Play Style: Impact 5T188 Color: Purple 86965 ollection'. No Rules - Mindful Play Style: 5T187 Engage Color: Expe ollection: No Rules- Mindful Play Style: Impact 5T188 Color: Lime :lion: No Rules - Mindful Play Style: 5T187 Engage Color: Experience Teal 81 Shaw Collection: No Rules - Mindful Play Style: Impact 57188 Color: Teal 86405 Sha' Shaw Shaw Shaw ury vinyl the Shaw Collection: No Rules - Mindful Play Style: 5T186 Color: Nuance 86515 Style: Sweet Sixteen Color: Nonpareil Finish: Matte Size: 12x12 SW6494 Lakeshore SW6657 Amber Wave Existing Flooring to Remain Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Encourage 84535 Size: 12x24 Collection: No Rules - Mindful Play Style: Inspire 0884V Color Lime 84325 Size: 12x24 Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Teal 84405 Size: 12x24 Concrete, Polished, Per Specificalion Style: Solitude 0648V Color: Cottonwood 48120 Size: 6x48 No colorant Concrete, Polished, Integral Color. Custom Scofield mix to match architect's sample Concrete, Polished, Integ5 tOeelfent rubber start tread 033000 SC SC1 Sealed Concre 124800SM SMI ISurfacemount walkoff/entry 096500VCT IVCT1 IV' yl composition tie 096500VSF VSFI Vinyl sheeto ing 096500VSF VSF2 Vinyl sheet fling 096466. WAF WAF1 Wood athletic flooring ROOM LEGEND - PHASE 1- 2ND FLOOR I 206 CORRIDOR 207 CORRIDOR 228 LEARNING STUDIO 229 LEARNING STUDIO '230 LEARNING STUDIO 231 LEARNING STUDIO .......-_.......y 231 1232 LEARNNING STUDIO 233 LEARNING STUDIO I234 CTE / APPLIED LEARNING LAB I 235 SCIENCE STUDIO 235A SMALL GROUP -.__.._........._....__ 236 SCIENCE STUDIO 237 LEARNINGSTUDIO 2358 SCIENCE PREP 238 GROUP LEARNING 239 WOMEN 240 ELEC 242 MEN 243 TOILET ST4 STAIR 4 field Product' Chromix Color: Custom Product Chromix Color: Roppe or Similar Per Specification Sh Ar TBD Teo Style: Po «al 5T035 Color: Lava 34549 Size: 2'x2' trong o TBD AI o Alt o Horner Styl R lance 25 Color Streetlight D2505 Style: Reliance 25 Color: TBD pproved TBD GENERAL NOTES: 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5,00C FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. 096800 CPT- CARPET TILE 24" X 24" 0,VOUV.LVI- LUAU!, VINYL IILt t2"X24" I 096500.LV7 - LUXURY VINYL TILE OTHER . I— 096500.VCT- VINYL COMPOSITION TILE 12" X12" 093000.CT- CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 1033000.HC - HARDENED CONCRETE 096500VSF- VINYL SHEET FLOORING 1 124800.SM- SURFACE MOUNT ENTRY MAT 096513.RST- RESILIENT STAIR TREAD ilii Yllj 098466.WAF-WOOD ATHLETIC FLOORING / 1 /71 EXISTING FLOORING TO REMAIN PHASE 1 AREAA PHASE 5 AREA C 04 City of TuhHla UILD;NIG DIVIFJ0?. RECEIVED CITY OF TUKWILA OCT 0 9 20)0 PERMIT CENTER SECOND FLOOR KEYPLAN 1 ;ADDENDUM 1 - PERMIT REVIEW NUMBER] DESCRIPTION 8717/18 �..... DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 150Paiifi5898. Suile70D_.: 0218i600898402 253,6275599 '::"BLRB.Coni 2ND FLOOR PHASE 1 AREA B FLOOR PATTERNS Data: 10.01.z018 Stamp 5932 I REGISTERED 4009E0EC LEE R416O80NTON STATE OFWA.N.TON Drawn By: Author BLRB ARCHITECTS, P.S. GENERAL NOTES: 8 9 INTERIOR FLOOR FINISH SCHEDULE A B C D E F G H K 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.00A & B) AND MATERIAL FINISH SCHEDULE SHEET (A5.00C FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS. SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. - Sesemic Plate I 2266 '1 C22 PT1, CPT1 2 T1 2 VT3[ �223 CP CPT8 VT ( I 223A CPT: 1 L9e J.CPTI — 2ND FLOOR PHASE 5 - AREA C FLOOR PATTERNS ®°S16L� 1/8"=1'-0"@FULL SIZE 0' 1" 2" 4" [EXIST EXIST' EXIST I PC 44A, CPU,] 2' CPT1I `44c SCi' `448)' ISC1� RST1 DN 246r CPT1�I KEYNOTE MARK i MANUFACTURER PRODUCT INFORMATION 096800 CPT I CPT1 :Carpel Shaw 'Collection NoR les-Mindful Play Style: Think 5T186 Color Acheve 86760 ' - Mindful Play Style: Engage 5T187 Color, Achieve Purple 86760 096800 CPT CPT2 Carpel Shaw C II Gon: No Rules ,. 1096800.CPT CPTS Carpet Shaw I Coliect'on: No Rules Mindful Play Style Impact 51188 Color Purple 86965 096800.CPT CPTS Carpel Shaw I Collecllon: No Rules- Mlntlful Play Style 5T187 Engage Color: Experience Lime J' 096800 CPT CPT6 Carpet Shaw I C II coon: No Rules - Mindful PlayS Impact 5T188 Color Lime 86325'I h 096800 CPT CPT] 'Carpel Shaw C coon: No Rules Mlntlful Play Style: 5T187 Engage Color: Experience Teal 86535 096800 CPT CPTS :Carpet 11Shaw Collection: No Rules- Mindful Play Style: Impact 5T188 Color: Tea186405 ossaoo.car cars ;ca,.. 0CTt I1 e/ wall dfloor ble !Ka Tile 09912393000CT EPT IEPTSPEpoxyelain/Pa nt for Floors 099123.EPT IEPT6 Epoxy Paint for Floors 'Sherwin Williams SW6652Amber Wave EXIST Existing Floors I E'tingFloodng to Remain 096500.LVT LVi1 Luxury vinyl file 009650050o96.LVr .LVT LVT2 LVT3 'Shaw ollection: No Rules . Mindful Play Style: 5T186 Color: Nuance 86515 Style: Sweet Sixteen Color: Nonpareil Finish: Matte Size: 12x12 1SheNvin Williams SW6494 Lakeshore Shaw I Collection: No Rules -Mindful Play Style: Inspire 0884V Color: Encourage 84535 Size:Siae: 12x2id ry vinyl file Shaw 'Collection: No Rules - Mindful Play Style: Inspire 0884V Color: Lime 84325 Size: 12x24 uxury vinyl file .Shaw Collection: No Rules - Mindful Play Style: Inspire 0884V Color Teal 84405 Size. 12x24 096500.LVT ILVT6 Luxuryvfnyl file :Shaw 033600.PC IPC! Concrete, Polished, I Per Specification Style: Solitude 0648V Color: Cottonwood 48120 Size: 6x48 No colorant 033600.PC IPC2 Concrete, Polished, Integral Color, Custom ISoofleld mix to match architect's sample 033600.PC I PC3 Concrete, Polished, Integral Color Scofield 096513.RST RST1 Resilientrubberstair treadwithl 0330800.SC SC1 Sealed Concrete 124800.SM SMt Surfacempunt walkoff/e 096500 VCT VCT1 Vinyl composl00011 e Product: Chromix Color: Custom 'Product: Chromix Color', Roppe or Similar :TBD Per Specification TBD Shaw Style: Portal 5T035 Color: Lava 34549 Size: 2 Armstrong or similar TBD 096500 VSF VSF1 Vinyl sheet flooring 096500VSF VSF2 Vinyl sheet Flooring 096466 WAF WAFT jWood athleticflooring Altm Aitro I Style: Reliance 25 Color'. Streetlight D2505 I Style: Reliance 25 Color: TBD Horner or Approved 'TBD INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. I I I ! 096800.CPT- CARPET TILE24" X24" 096500.LVT - LUXURY VINYL TILE 12" X 24" 096500.LVT - LUXURY VINYL TILE OTHER 096500,VCT - VINYL COMPOSITION TILE 12" X 12" 093000.CT - CERAMIC TILE 12" X 12" 033600.PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000,HC - HARDENED CONCRETE 096500VSF- VINYL SHEET FLOORING 24800.SM - SURFACE MOUNT ENTRY MAT 096513.RST - RESILIENT STAIR TREAD 096466.WAF - WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN JR.N 04 21?1 E City of Tukwila UILC:NG 01 vlo'0i1 RECEIVE CITY OF TUKWILA OCT 09 21;111 PERMIT CENTER SECOND FLOOR KEYPLAN NUMBER ADDENDUM 1-MRINEW I 9/A1E8 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB./`C c.s TACOM SF6':tOANE 4 i?R2Y 250P f A 4 7 fi13yLS. $uila PIO ,>„ a,a tr.Lu rSuhL44itll Drawing Title: 2ND FLOOR PHASE 5 AREA C FLOOR PATTERNS 932 REGISTERED I ARCHITECT., I �) li,1 200VIf/N1 C/; LEE RAl'MOND REMAN STATE OF WASHWOTON BLRB ARCHITECTS, P.S. 9 INTERIOR FLOOR FINISH SCHEDULE 5 OD A B C D E F G H K Li L �. L ..... 2ND FLOOR PHASE 5 - AREA D FLOOR PATTERNS 16"=1'-0"®FULL SIZE KEYNOTE MARK DESCRIPTION ''096800CPT CPT1 ICarpet 096000.CPT CPT2 Carpet 096000.CPT CPT3 Carpet 096800.CPT ICPTS ICarpet 096800.CPT ICPT6 Carpet 096800 CPT CPT] ICarpet 096800.CPT CP16 '';Carpet 096800.CPT CPT9 C 093000.CT CT1 P 099123.EPT EPTS Epoxy Paint for Floors 099123.EPT EPT6 Epoxy Paint for Floors :EXIST Existing Floors 096500.LVT LVTI Luxury vinyl the 096500 LVT � LVT2 'Luxury vinyl tile _.. 096500.LVT LVi3 i Luxury vinyl the 90500,LVT LVT6 ILuxuNv 33600.PC PC1 Concrete, Polished, MANUFACTURER Shaw Shaw i Shaw PRODUCT INFORMATION Collection: No Rules- Mindful Play Style: Think 5T186 Color: Achieve 86T60 Collection: No Rules- Mindful Play Style: Engage 5T187 Color: Achieve Purple 86760 Collection: No Rules- Mindful PAY Style: Impact 5T180 Color'. Purple 86965 Collection: No Rules - Mindful Play Style: 5T187 Engage Color, Experience Lime Collection: No Rules - Mindful Play Style', Impact 5T188 Color: Lime 86325 Collection: No Rules Mindful Play Style: 5T187 Engage Color: Experience Teal 86535 Collection: No Rules - Mindful Play Style: Impact 5T188 Color Teal 86405 Collection: No Rules - Mindful Play Style: 5T186 Color: Nuance 86515 Style Sweet Sixteen Color Nonpareil Finish: Matte Size' 12812 I Sherwin Williams SW6494 Lakeshore ;Sherwin Wrlums I SW6657 Amber Wave Existing Flooring to Remain Shaw Collection: No Rules- Mindful Play Style: Inspire 0884V Color: Encourage 84535 Size'. 12x24 Sha 1Zollectioni No Rules - Mindful Play Style: Inspire 0884V Color: Lime 04325 Size: 12x24 ..._........._- Shaw '; Collection: No Rules -Mindful Play Style: inspire 0884V Color Teal 84405 Size: 12x24 inyl file Shaw ''; Style: Solitude 0648V Color: Cottonwood 48120 Size: 6x48 Per Specification No colorant 33600.PC PC2 Concrete, Polished, integral Color, Gusto mix to match architect's sample 33600.PC 96 PC3 RST1 Scofield Product: Chromix Color Custom Concrete, Polished, integral Color Resilient rubber stair tread with texture SCI Sealed Concrete 11 SM1 Surface mount wa 1096500 VCT 'VCT1 Vinyl composition the 1096500.VSF VSF1 Vinyl sheet flooring i 096500VSF VSF2 Vinyl sheet flooring O96466.WAF WAF1Wood athletic floonng Roppe or Similar Per Specification Shaw iAnnstrong or similar Product'. Chromix Colo TBD TBD Style: Portal 5T035 Color: Lava 34549 Size TBD Style: Reliance 25 Color: Streetlight D2505 Alto Style: Reliance 25 Color T80 Homer or Approved TBD GENERAL NOTES: 1. SEE ROOM FINISH SCHEDULE SHEETS (A5.0OA & B) AND MATERIAL FINISH SCHEDULE SHEET (AS.ODC FPR ADDITIONAL MATERIAL INFROMATION. 2. SEE SHEET S3.00 FOR DEPRESSED SLAB AREAS. 3. PROVIDE FLOOR TRANSITIONS AT ALL DISSIMILAR MATERIALS, SEE SHEET (A8.5D) FOR TRANSITION DETAILS 4. FLOOR TRANSITIONS AT DOORS TO BE CENTERED UNDER DOOR IN CLOSED POSITION, TYPICAL. 5. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 FT MINMUM AND WHERE INDICATED. INTERIOR FLOOR FINISH LEGEND REFER TO INTERIOR FLOOR FINISH SCHEDULE FOR FINISH MATERIAL TYPE/COLOR/STYLE. I I 093000.CT - CERAMIC TILE I2"%12" 096800.CPT- CARPET TILE 24" X 24" 096500.LVT - LUXURY VINYL TILE 12" X 24" 096500.LVT - LUXURY VINYL TILE OTHER 096500.VCT - VINYL COMPOSITION TILE 12" X 12" G33600. PC - POLISHED CONCRETE SP PAINTED AS SHOWN. SEE FLOOR FINISH SCHEDULE FOR COLOR. 033000.HC - HARDENED CONCRETE 096500.VSF - VINYL SHEET FLOORING 124800.SM - SURFACE MOUNT ENTRY MAT 096513,RST - RESILIENT STAIR TREAD 096466.WAF - WOOD ATHLETIC FLOORING EXISTING FLOORING TO REMAIN AFi ss-x36.3 1LPJ042'9 City of Tukwila UILL:11G CIVITION RECEIVED CITY OF TUKWILA OCT 09 2918 PERMIT CENTER SECOND FLOOR KEYPLAN 1 ADD_ENDUM RMI 1- PET REVIEW NUM0ER 1 DESCRIPTION 9/1T/16 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250Patf,Arc. Su 15184 Wa56ing6' RMO 253621.5599 B0RB co tT 2ND FLOOR PHASE 5 AREA D FLOOR PATTERNS Date 0.01.2018 5932 REGISTERED \ ARCHLT£G VR LEE R4YMOND FENTON STATE OF WASNNGTON DrawnBy: Author Project No 6.08 BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 101100_MBS (4'8" x 12'0") 323 - ALTERNATE Al - WEIGHT TRAININNG - EAST • 119' 9 1901,9) FULL SIZE 323 - ALTERNATE Al - WEIGHT TRAININNG - SOUTH 7—..7'19=;1=-999,99 19,499 FULL SIZE RAF2 1- [PT71.17 919 7., RBVI 09 323 - ALTERNATE Al - WEIGHT TRAININNG - NORTH 1/4 7170 FULL SIZE 323 - ALTERNATE Al - WEIGHT TRAININNG - WEST F=.=6..,==, /l4f.8. FULL SIZE WEIGHT TRAINING FLOOR PATTERN „ .f.y,@ FULL SIZE JzIj ALTERNATE Al WEIGHT TRAINING 1.1.1=F=.19 1/819 C01@ FULL SIZE T 77. Aii--;2(01iLD r.1) 04 2:13 City of Tukwila BUILL 211(2 C.74-7.2,011 RECEIVED CITY OF TUKWILA OCT 09 22-,3 1 !ADDENDUM - PERMIT REVIEW 9/17/18 • NUMBER DESCRIPTION I DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 02311M11111111111111 . . . .„.. „. . ./ ..• ,. 7 • •.... • : BLR13.9699..• . • .77. ' „ -„ 1: ..•.• 7.. 7 -7. .. ... • - „• . • Drawing Title: ALTERNATE Al FINISH PLANS & ELEVATIONS 10.01.2018 5932 , REGISTERED qtAl \ LEE RA MOND 7ENTON STATE OF WASHINGTON Drown Author Prqect No 16.08 Sheet No, A9.2A PERMIT CENTER BLRS ARCHITECTS, P.S. 9 A B --LPT1 315- ALT. FITNESS CENTER - EAST 1/4,1 0 M FULL SIZE "/ \\V V_ V - 0" VERIFY \ — 088300,TGG--- (6 EQ.) N 674, 315- ALT. FITNESS CENTER - NORTH 1/4 P14"@FULL SEE 101100,MES (48,120") 315- ALT. FITNESS CENTER - SOUTH FULL SIZE 1ST FLOOR - PHASE 2 - ALT. 1A WEIGHT ROOM (K1) F......E= 1/8 1'0 M FULL S/ZE FITNESS CENTER FLOOR PATTERN J3 1/8,1,0"@ FULL SIZE Rei 315- ALT. FITNESS CENTER - WEST FFml=mmi 1/4, 1L011@ FULL SIZE 315C- ALT. TRAINING ROOM - WEST (H5) 1/4 P 1 0.@ FULL SIZE ri-\g 315C- ALT. TRAINING ROOM - EAST Ft.t1=1= 1/4 =1-0 M FULL SIZE i/ 7--77R81f 77 (6-7) 315C- ALT. TRAINING ROOM - NORTH 9..77 1/4 -1 @ FULL SIZE ®� cc.: APi-ttZ.ttlEi) 04 2:.;;..1 City of Tuky9a tilLE:NG C:ti0Ott 7 315C- ALT. TRAINING ROOM - SOUTH .......... 1/4° 1PP@ FULL SIZE RECEIVED CITY OF TUKWILA OCT 0 9 20)0 PERMIT CENTER 1 ADDENDUM 1 - PERMIT REVIEVV 9/17118_1 NUMBER DESCRIPTION DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition BLRB arcNtec,1:s, BLRB.corl, , Drawing Title, ALTERNATE A2 FINISH PLANS & ELEVATIONS Date 10,01.2018 Revlsed Stamp '932 REGISTER l ARC ILECTL, ql/04/4CdurPL---, LEE RPYLIOND FENTON I SLATE OF WASHINGTON , Drawn Author Project No 16.08 Sheet No, A9.2B 2,\ of BUIS ARCHITECTS, P.S. A B \'/ 9 i\ Veal 09840o AWP (9 EQ.) PT1 I RBVI 323 ALTERNATE A3 - BAND REHEARSAL - EAST C4 323 - ALTERNATE A3 - BAND REHEARSAL - NORTH 114"=1-0"@FULL SIZE �J 1141=1'-01@FUIL SIZE I � ri \--- 323 - ALTERNATE A3 - BAND REHEARSAL - SOUTH Fl u... 114" =1'-0" @ FULL SIZE J Wenger Wenger Sound Sound .4 Isolated Isolated Practice Practice Room Room 0 1ST FLOOR PHASE 3 AREA C - ALTERNATE A3 BAND REHEARSAL ALT. 1181=1'-0" @FULL SIZE 0' 1" 2" 4 �F4) 323 - ALTERNATE A3 - BAND REHEARSAL - WEST 114,11.0"@FULL SIZE 323A - ALTERNATE A3 - OFFICE - EAST 114 -1-01@FULL SIZE 4i J4323A - ALTERNATE A3 - OFFICE - SOUTH Fmk, 114" =1'-0" O FULL SIZE G-Z323A - LTERNATE A3 - OFFICE - NORTH 114"=1'U1@ FULL SIZE J 323A - ALTERNATE A3 - OFFICE - WEST mm 114"=1'AVA FULL SIZE CQ c{.. Ai i , .1,4f.! 042'1) City of Tukwila BUILL:sd3 RECEIVED CITY OF TUKWILA OCT 09 2010 PERMIT CENTER I_____1_. 1ADDENDUM 1 -PERMIT REVIEW 9117fi9 NUMBER: DESCRIPTION DATE I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLAB:a;::: ALTERNATE A3 FINISH PLANS & ELEVATIONS Dude 10.01.2018 Revised: Stamp 6932 REGISTERED ARC [r//E 1 jl ili�rIvyON\ LEE Pk MOND 4ENTON STATE OF WASHINGTON Drawn By: Author Project No. 16.08 BLRB ARCHITECTS, P S. 5 6 7 A B c D E 5' - 8 7/0" 1ST FLOOR PHASE 4 - AREA F - Callout 2 __— e'�iam°®. 1/4"=1'4'a FULL SIZE SERVERY - NORTH B 1/4°=1'0"@FULL SIZE SERVERY - SOUTH B Y ..=1 1/4"=1'-0"75 FULL SIZE SERVERY - EAST ® 1/4°=1-0"0FULL SIZE D4 SERVERY - WEST \� "' 1" 2"�`""""n 110"/5 FULL SIZE SERVERY - SECTION ® , V4"=r.o"@ FULL SIZE COc=cc: cc J,Gi 04 ZM City of Tukwila BUILC;NG C7,12/O RECEIVED CITY OF TUKWILA OCT 09 2013 PERMIT CENTER 1 [ADDENDUM1- PERMIT REVIEW j 9f17/18 1 NUMBER DESCRIPTION 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250PacilicAue. -Suite 08 Was4i 8/4 9d402 -'. 8152.559 5Lae9om FOOD SERVICE EQUIPMENT PLAN Dace: 10.01.2018 REE GISTERED /I �A`RCH/7977 (/ }E RA'YMOND rENTON STATE OF WASHINGTON Draw9189 Author BLRB ARCHITECTS, P.S. 4 5 6 7 8 9 A D F G H J K COURTYARD Q1, PARAPET 31, _o ii T49,00F_00R (D1 COURTYARD VESTIBULE & BRIDGE 1/4 = O.@ FULL SIZE COOE APi•kOVI.'0 J.O42:J City Of Tuli.,,ifa BUILL:P4C, RECEIVED CITY OF TUKWILA Ot:i 0028 PERMIT CENTER rOUMBER DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 1250 PacifIc Ave. ' d, Stamp 5932 REGISTERED 10117 LEE RAYMOND FENTON STATE OE WASHINGT BLRB ARCHITECTS, P.S. (B181 (B19) {B20) (B19) (B20, A B D F *RONESEREERREENSERREZIEREEREREE"EAMERREEZZER,MIVAREESEREEERATEEREREE 0111'510E ORSERRIERIEREE VERRA LoR.**Matm..ke ,,AutcsaittceacastaufkatNtemilot"mgmatmesmom AUXILIARRY GYM STRIPING FLAN VB BASKETBALL G1 ===.9 1/8 E 1ER FULL SIZE 116623.FI 0338086 — H " 0. __)/H1-1 033000 GF — — TE4r,—E. 033000 FTG (SEE STRUCTURAL) I H I I HI FLOOR SLEEVE DETAIL 11/2 10 0 FULL SIZE K FINISH FLOOR — 072600.UV6 8841 BH 000000/0/0000, 14' - 9" OUTSIDE 29.6 OUTSIDE 149" OUTSIDE ), 881,88%18.8888888.."t8,8818%88N. A188011,MISIMSMISI 0G5 AUXILIARRY GYM STRIPING PLAN VB VOLLEYBALL F=RE=F=29 1/8,1,0"@ FULL SIZE BH BJ kt".t.'iLD 04 2:3 City of Tukwila BUILUNG :ION RECEIVED CITY OF TUKWILA 001 U0 COURT STRIPING SCHEDULE BASKETBALL,. .......COLOR 1, 4" PERIMETER LINE COLOR 1, 2" ALL OTHER LINES VOLLEYBALL COLOR 3, LINES 1 'ADDENDUM 1- PERMIT REVIEVV 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB AUXILIARY GYM STRIPING PLAN D'te. 10.01.2018 Revised Stamp 8932 REGISTERED ARSRIFER I 0 h 41t-firE ,LEE RE MOND PENTON STATE OF WASHINGTON ' Author PrReEt NE- 16.08 Sheet No. A9.5 PERMIT CENTER of ELME ARCHITECTS, P.S. 2 4 5 7 8 A E C D E F G H K !AD 055100.SS 055213 HSS--, '. 055100.S57 A L / / / ''I� / / K3 (A9.6A�j 057300.DMS---" 055213.H5S 057300.8MS EDGE OF / SLAB @ SE ISMIC' INT NT — i8...........RANZSISWVinV .___..some k...... D1 ELARGED PLAN 2ND FLOOR @ STAIR 3 1!4"=1'-0"@FULL 82E AB-E— _ 055100.55- 10 TREADS @11"EA. AC 0552 3Hss L 055100.CFT A9.6A YAK 0( ELARGED PLAN 1ST FLOOR @ STAIR 3 1/4"=i'-0"@FULL SIZE 2ND FLOOR rik3 057300.DMS 25`. 101/2" tA9 6A K11 INv A3 12 TREADS @ 11" EA. 111 f111-. K1 GUARD RAIL @ STAIRS #3 ® 1/4"= 192'@ FULL SIZE -- 057300.DMS --057300. DMS --055213 HSS 079500.IFC DN EDGE OF SLAB @ SEISMIC JOINS —F1 095426 WS (A5) r5 /p 2N4D FLOOR V 1-a /\ At/dito ium f ez Clpine s 14 - 0" E�pppp 2ND FLOOR i 1STFLOOR,_ 1 SECTION THRU STAIR 3 TREADS 2 vsm 126=1't0"@FULL SIZE AB-E COURTYARD PARAPET_ 31'-0" /l� SECTION THRU STAIR #3 LANDING 4 1/4"=RP'@FULL SIZE ® , 1/4"=1912@ FULL SIZE AD/ —HIGH PARAPET — LOW PARAPET — 7a 4 GCS:: ('.'_ APi-i7O`u'D Jr.';': 042.:3 City of Tukwila EU(LD(P!G DI'di`_"O RECEIVED CITY OF TUKWILA OCT 092018 PERMIT CENTER 055100.CFT 055100 PMR 055100.SS 055213NSS 057300.DMS 079500.IFG 095426,WS KEYNOTE LEGEND CONCRETE FILLED TREADS PERFORATED METAL RISER STAIR STRINGER HANDRAIL STAINLESS STEEL DECORATIVE METAL RAILING SYSTEM INTERIOR FLOOR JOINT COVER WOOD SYSTEM STAIR NOTES 1. HANDRAILS TO BE PLACED AT A HEIGHT EQUAL TO 36" OR 2. GAURDRAILS TO BE PLACED AT42". 3. Required guards shall not have openings that allow passage of a sphere 4" in diameter 4. GRIND AND SMOOTH ALL WELDS 5. PMR TO 8E STAINLEES STEEL 316L 6. ALL STAIR STRINGER AND GAURDRAILS SHALL BE PAINTED (PT3) TRICORN BLACK 7, ALL HANDRAILS TO BE 055213.HSS TYPE STAINLESS STEEL 1 ADDENDUM i -DERM DESCRIPTION REVIEW 8DATE NUMBER I DESCRIPTION 1 DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA:-'i. 125099221re. Washington 9B401 253.6E25599' '.;BLRB.com STAIR #3 PLANS AND SECTIONS 0.01.2018 Stamp 5932 II REGISTERED I ARC TECT\ I O LEE RA MOND EENTON ') s1ATE OFwAsnlrvcTON—� Drawn By Project No. 16.08 Sheet No. A9.6A of BLRB ARCHITECTS, P,S, 2 3 4 6 7 a A B C D E F G H K (AC) 055213.HSS---- 055100.SS--. -6 AD L E1 STAIRS #4 1/4"=1'.0°@RILL SIZ / G2 24-0.'ND FLOOR ' 1 1STFLOOR SECTION 2 THRU STAIR --.. ors i tic'=i'.0"@FULL SIZE A 055213.HSS G1 A9 6E 057300.DMS—,L 055100.SS 055100.CFT ---055213.H55 AD) Hl 1 A96Ei G A96E A96B� /G As 12p6_ K6 A9,66 055213.HSIS E7 A9.613 STAIR #4 SECOND FLOOR �2 6.F=i 114-10"@ FULL SIZE- - 067300.DMS it \AG; \6� (A9) i 2ND FLOOR - 14'-0" c J p� _ p„ 1STFLOOR ® 055100.CFT 057300.DMS (AC) A96E 2ND FLOOR STAIR 2ND FLOOR GUARDRAIL K SECTION THRU STAIR #4 TREADS 1/4'7'-0@FULL SIZE 1/4"=1'"0"@FULL SIZE A9.6B 057300.DMS 26 11l It iI\ n`I- I -057300. DMS 3/4x3" FLAT BAR STOCK 3x1/4 BAR NO DIMENSION GREATER THAN 4" SPHERE 4x14x1/4 HSS STRINGER K6 ® 2ND -0FLOOR J 14' ®--,1ST FLOOR (A9) A9.68 K3 A96B -'2ND FLOOR 14'-0" 055100.CFT 055100.PMR 055100.55 055213.HSS 057300.0MS KEYNOTE LEGEND CONCRETE FILLED TREADS PERFORATED METAL RISER STAIR STRINGER HANDRAIL STAINLESS STEEL DECORATIVE METAL RAILING SYSTEM L STAIR NOTES 1. HANDRAILS TO BE PLACED AT A HEIGHT EQUAL TO 36" 0R 3'-0". 2. GAURDRAILS TO BE PLACED AT 42". 3. Required guards shall not have openings that allow passage of a sphere 4" in diameter 4. GRIND AND SMOOTH ALL WELDS 5. PMR TO BE STAINLESS STEEL 316L 6. ALL STAIR STRINGER AND GAURDRAILS SHALL BE PAINTED (PT3) TRICORN BLACK 7 ALL HANDRAILS TO 6E 055213.HSS TYPE STAINLESS STEEL 057300.DM5 -DECORATIVE 055213HSS.ING SYHANDRAIL STAINLESS STEEL iI (i I� 1 I Auditorium Mez15'zanine8, -" 2ND LOO FR ®� 4-0„ L® 2ND FLOOR GUARDRAIL 057300.0MS --- 057300.DMS \\\ 057300.DMS \ 4 m k SECTION THRU STAIR #4 LANDING 0"@FULL SIZE 055100. PMR -- 055100.CFT G1 A9.6E City of Tuh""ila UVLC:'!G RECEIVED CITY OF TUKWILA OCT 09 2e:e PERMIT CENTER NUMBER ADDENDUM 1- PERMIT REVIEW t 9/17/16 DESCRIPTION ---- DATE —I DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB Stamp 5932 I REGISTERED 1660,160ECT vl LEE RAYMOND FENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. 2 3 4 5 7 8 8 3:34:06 PM A B F H J K STAIR #5 1ST FLOOR J-31, 1/4 61 06 © FULL SIZE. H TOP RAIL 3x3/4 BAR STOCK 2ND EJ,CLOR0 4x14x1/4ii HSS STRINGER L—Er (A9 ) (D5 STAIR #5 - SECTION THRU LANDING .96241,F==26 1/4,1 0' FULL SEE STAIR #5 2ND FLOOR M66427764, lidP @FULL SIZE STAIR #5 - SECTION THRU STAIRS - PERPENDICULAR H4 5'4„114,0"16@FULL SIZE IA9 )._)! D3 F1 A5.12Bi (-57\ STAIR #5 - SECTION THRU TREADS 1ST FLOOR Frnitidd..6.6. 1/4 61 0 @ FULL SIZE 2ND FLOO (B2 ) !!! H1 6960 dAi6i6E 10i- 51/2ii 0 @). 1 '1STFLOOR r-T $0,71N1' STAIR #5 - SECTION THRU TREADS 2ND FLOOR ,H7 I/O'" 118"5 PULL SPE CO2r: APisr!3:1'1,!.23 !!--)City ot I RECEIVED CITY OF TUKWILA, OCT 0 9 2013 KEYNOTE LEGEND ' • 0551006S STAIR STRINGER 055213.HSS HANDRAIL STAINLESS STEEL STAIR NOTES 1. HANDRAILS TO BE PLACED AT A HEIGHT EQUAL TO 36'i OR 3'-01 2. GAURDRAILS TO BE PLACED AT 42". 3. Required guards shall not have openings that allow passage of a sphere 4" in diameter 4. GRIND AND SMOOTH ALL WELDS 5. PMR TO BE STAINLEES STEEL 3161 6. ALL STAIR STRINGER AND GAURDRAILS SHALL BE PAINTED (PTO) TRICORN BIACK 7. ALL HANDRAILS TO BE 055213.HSS TYPE STAINLESS STEEL 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED 1 :ADDENDUM 1 PERMIT REVIEW Foster High School Modernization and Addition Tukwila School District 13331TACOMA 111MI 753.627.5599 13LRB.con Dale 10.01.2018 Stamp 5932 REGISTERED ARGRITEGTE, /1411,/aOLLE. \ LEE RAYMOND TENTON 1, STATE Of WASHINGTON D'w" BY INITIALS Sheet No. A9.6C PERMIT CENTER of BLRB ARCHITECTS, P.S. A B C D E F 95 AL iA4 (A5) C2ND FLOOR PHASE 2 - AREA F CATWALK ENLARGED PLAN �' m=E 1/4" -0"@FULL SIZE ® 2ND F„LOOR 6 CATWALK HANDRAIL ELEVATION i/4"=1''9"@FULLSIZE H 2ND FL 19 R A96E/ 23' - 4" 1 n LEVEL C\�F)BRIDGE EXTENSION ELEVATION 1 .%0' 1 2 4" 114"=1'A"@FULL SIZE / 2ND4'-0" FLOOR 1 IIIII `1 1 01 A9.6E lIF Auditorium Mezzanine 15'-8" 2ND F14'LOOR -0 ic(i)BRIDGE EXTENSION HANDRAIL ELEVATION 2 K1 F.A®' il4"=1'-0"@FULL SEE E1/EL.0„ 2 (4 A.7) (A80 1E PHASE 4 - AREA F - BRIDGE EXTENSION - ENLARGED PLAN \7)- 114"�1'0"@FULL SIZE 0. i.. 2°"` "'4" EXISTING STOREFRONT EXISTING STRUCTURE----�1\ 054000S--_\ .,\� 092900GW6-. 055100.SS -> EXISTING WALL TO BE DEMOED---, I r 4x14" HSS - WELD ANC GRIND SMOOTH 3x3/4"FLAT BAR STOCK — NEW SLAB G1 \'l - 092900.CB-e" 092900.GW6-1 A9 6E 057300.DMS-- SECTION EI'.EVATIO )'- PLAN VIEW STEEL CLOSURE PLATE 1/2" PLATE 42" HEIGHT OF GUARDRAIL_ -._. 057300.DM5—i� CONTROL IJOINLT 'NEW WALLA EXISTING 1 WALL 1 1 055100.SS� FOR CEILING DETAILS REFER TO ---- WOOD GRILLE CEILING -- -- SECTION VIEW 1 HANDRAIL @ BRIDGE TERMINATION L... _. 11/2"„1'-0"@FULL SIZE es EXISTING WALL REFER TO PLANS FOR WALL TYPE FINISH FACE OF NEW WALL TO ALIGN FLUSH WITH FACE OF / EXISTING WALL 2NFL D OOR 14'-0„ .. — ALIGN HANDRAIL POSTS TO STOREFRONT / MULLIONS --- STAIR #5 - ELEVATION #2 1/4"=1'-0"(4)FULL SIZE I II GRIND AND SMOOTH\ I WELDS (3/8) STEEL CLOSURE PLATE (PT)TRICORN BLACK COW NHSS CONTINUATION N OF \ j GAURDRAIL (PT3)— STANDOFFS PER STRUCTURE 2rAudltah6RL l Mechanical Platform L 13'-0„ / EXISTING STRUCTURE // EXISTING FLOOR EXISTING CEILING WOOD GRILLE CEILINL I \f / ri<6 STEEL CLOSURE PLATE @ BRIDGE � 1"=1'-0"Q FULL SIZE C 0 City of Tukwila UILL OG C'rti:'Of! RECEIVED CITY OF TUKWILA OCT 09 29i9 PERMIT CENTER MATERIALS KEY 054000.S STEEL STUDS 055100.SS STAIR STRINGER 057300.DMS DECORATIVE METAL RAILING SYSTEM 09290006 CORNERBEAD 092900.GWB GYPSUM WALL BOARD STAIR NOTES 1. HANDRAILS TO BE PLACED AT A HEIGHT EQUAL TO 36" OR 3'-0". 2. GAURDRAILS TO SE PLACED AT 42". 3. Required guards shall not have openings that allow passage of a sphere 4" in diameter 4. GRIND AND SMOOTH ALL WELDS 5. PMR TO BE STAINLEES STEEL 316E 6. ALL STAIR STRINGER AND GAURDRAILS SHALL BE PAINTED (PT3) TRICORN BLACK 7, ALL HANDRAILS TO BE 055213.HSS TYPE STAINLESS STEEL UMPERMIT REVIEW 9/1]/18 NUMBEDRA DESCRIPTION DATE WING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB TACOM 125Wa P t A S 700 7536215599 BLRB.co 932 REGISTERED 1 ARGBITECTee 153 BI�ArENe Ado MONO 06 BLRB ARCHITECTS, P.S. 3 4 6 7 KEYNOTE LEGEND A B C D E F MID RAILING CONNECTION @ TREAD \ J Ilac>o 3'=10"@FULL SIZE 057300.DMS—,, 1 vz;_--: O MIS)' COUNTERSUNK FASTENERS 24" 0 C.— SECTION ELEVATION LTYP ENLARGED GAURDRA C' G/ Prni=551=9 112°=1'-0"@ FULL SIZE H FINISH FLO BEYOND L FOR TYP. ENLARGED ELEVATIONS SEE A9 6E & A9.6F k 5 5/6" 3/16" PLATE STEEL BENT @ CORNER & WELDED ALL THE WAY AROUND -- WELD AND GRIND SMOOTH ALL WELDS __ 3/8 PLATE STEEL CLOSURE PANEL 3 x 3/4 FLAT BAR STOCK 1 L 3/16 e-66 RAILING WALL ANCHOR © 6, 1'60"@FULL SIZE ---057300.0MS 055213 HSS0 g oral NOTE: SEE PLANS FOR LOCATION OF HANDRAILS 3x1/4" PLATE STEEL (PICKETS) ---- NO HOLE GREATER THAN 4" TYP. @ ALL GAURDRAILS 3/4x3" FLAT BAR STEEL .__------=--4x14xi/4 HSS PER STRUCTURAL 055100.SS BEND @ CORNER CLOSURE PLATE 1'-1 5/8" WELD AND GRIND SMOOTH ALL WELDS 3/8 PRATE STEEL CLOSURE PANEL x 3/4 FLAT BAR STOCK 4x14 H55 GUARDRAIL ELEVATION @ TRIANGLE CONNECTION 9—F=® 11/21'=1'-0"@ FULL SIZE ._.._.....-- 2 --- RETURN ENDS V' FROM WALL 055213.HSS (1 1/2" DIA.) � 3/16"_ram PLATE-12"X2" DIA W/ (2) 3/8" EXPANSIONS ANCHORS IN MASONRY, OR 3/8" LAG BOLTS IN BACKING PLATE, OR WELD CONNECTION TO RAIL POSTS. (1/2" THICK STEEL BAR @ 5'-0" O.C.) ELEVATION EDGE OF SLAB 3/8" PLATE STEEL SHIM 3/8'' PLATE CLOSURE PANEL - PLAN 055213.HSS- 10 1/2" C95/16" GRIND AND SMOOTH ALL WELDS SECTION 055213.HS5 — 3" X 1 /4" (1/2" X 1/4" THICK FIAT BAR WITH EASED EDGES ON EITHER SIDE OF VERTICAL SUPPORT @ EACH VERTICAL SUPPORT HANDRAIL CONNECTION @ GAURDRAIL POST ® i 6"=1'0"@ FULL SIZE 3/8" PLATE STEEL WELD TO END OF 3x3/4 FLAT BAR STOCK 363/4" FLAT BAR STOCK OUTER FRAME 363/4" FLAT BAR STOCK / OUTER FRAME ALLOWABLE SEISMIC JOINT SPACE SEE STRUCTURAL EDGE OF SLAB 361/4 HSS .4614x1/4 H55 3x3/4" FLAT BAR STOCK 3/8" PLATE STEEL CLOSURE PANEL —6" SEISMIC JOINT COVER GAURDRAIL TERMINATION @ SEISMIC JOINT 112°=1'-0"@FULL SIZE a1.. 2.. 4. / FINISH FLOOR BEYOND 1 3/463" FLAT BAR STOCK ,-4614" HSS 2 1/4)6"SLATS 1/4x3" SLATS 3/16' BENT CLOSURE PLATE NOTE: FOR ELEVATIONS OF THIS CONDITION REFER TO K1/A9.6E C�TRIANGLE CONN. @ GUARD PLAN ®` " 11/2"=1'-0"@FULL SIZE 4" 1-1/2 OUTSIDE DIA. —GROUTED i ELEVATION 4_ G RIND AND WELDS I_1-336„ WGRIND \\ - 055213.HSS(+s. an.l \NOTE: SEE PLANS FOR LOCATION OF HANDRAILS I�IIIII \ \ / \ GRIND AND SMOOTH WELDS 7 3/16" ed (1/2" X 1/4" THICK FLAT BAR WITH EASED EDGES ON EITHER SIDE OF VERTICAL 7 SUPPORT@ EACH VERTICAL SUPPORT ' D7 ,�ENLARGED HANDRAIL CONNECTION DETAIL #2 6"=1'-0"@ FULL SIZE AP 055213 — S.S. 1/4" X 3-1/2' DIA. (4)1/4" DIA. X 2" LONG -1 S.S. EXPANSION BOLTS t CONNECTION ACOR HEAD CAPS F6 HANDRAIL C ECTION - (GROUTED) L� 3°=1-0 slzE 0` 1,• 2 4•• PLAN REFER TO PLANS FOR WALL TYPE 1 092900.GWB (FINISH FACE) 057300.OMS 4614 HSS BELOW /NTYP. GUARDRAIL TERMI vATION @ WALL 3"-10'@FULL SIZE s1'n\055100 CFT �\ 055100.PMR (TYP@ALL STAIRS) 055100AMN 4x14x1/4 HSS PER STRUCTURE TYP TREAD DETAIL @ SE 055213H56 F' OUTSIDE DIA. OY 1/8" SHOP WELD HANDRAIL CONNECTION 3"=1'-0"@FULL SIZE I/O" MINUMUM- 1 057300.OMS \--057300.DM5 ---4x14 HSS BELOW NOTE POE �71TYP. "ARDRAIL TRANSITION @ CORNER 3"=i'-0"@FULL SIZE /4" MINIMUM HEX SOCKET HEAD SCREW --------, 3011IZ" S.S. BAR STOCK RAILING - TURN DOWN AND RETURN TO r- DRILL AND TAP HSS. F THREADED INSERT fi TO BE WELDED TO / HSS // — 4x14 HSS STRINGER—� LAN ----- COUNTERSUNK HEX SOCKET ELEVATION LOCKTHEAD FASTENER W/ IGHT /3" X 1/4" HANDRAIL CONNECTION @ STRINGE'''. ' C4 71 City of Tukwila BUiLLiNG RECEIVED CITY OF TUKWILA OCT 09 2053 PERMIT CENTER 033000.S 051200.PL 055100 AMN 055100.CFT 055100 PMR 055100.SS 055213.AP 055213 HSS 057300.DMS 092900.GWB CONCRETE SLAB STEEL PLATE ABRASIVE METAL NOSING CONCRETE FILLED TREADS PERFORATED METAL RISER STAIR STRINGER ANCHORING POST HANDRAIL STAINLESS STEEL DECORATIVE METAL RAILING SYSTEM GYPSUM WALL BOARD STAIR NOTES 1. HANDRAILS TO BE PLACED AT A HEIGHT EQUAL TO 36" OR 3'-0". 2. GAURDRAILS TO BE PLACED AT 42". 3. Required guards shall not have openings that allow passage of a sphere 4" diameter 4. GRIND AND SMOOTH ALL WELDS 5. PMR TO BE STAINLESS STEEL 316E 6 ALL STAIR STRINGER AND GAURDRAILS SHALL BE PAINTED (PT3) TRICORN BLACK 7, ALL HANDRAILS TO BE 055213.HSS TYPE STAINLESS STEEL 1 ADDENDUM1-PERMITREVIEW NUMBER1 DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 5932 REGISTERED I ARCHITECT h ,I%1/il-0+50566 y I LEE RAYMOND FENTON STATE OF WASHINGTON BLRB ARCHITECTS, P.S. A B D D E F G H 30/2018 3:34:19 PM 1.5x 3/4" STAINLESS STEEL BARSTOCK TYP GAURDRAIL/HANDRAIL AT INTERMEDIATE LANDING `B—NO HOLE GREATER THAN 4" TYP. @ ALL GAURDRAILS 055100.PMR (TYP @ ALL STAIRS) 4x14x1/4"HSS PER STRUCTURAL E1 ENLARGED GAURDRAIL TERMINATION @INTERMEDIATE LANDING 1— —9 IIQ@1'0@FULL SIZE CLOSURE PLATE FOR SSR SUPPORT BRACKET --- 3x3/4 BAR STOCK — (1.5" DIA.) 055213.HS5 GRIND AND WELD SMOOTH 3/4 BAR STOCK (STAINLESS STEEL)TO MATCH 05213.HSS--------- 057300 DMS DECORATIVE METAL RAILING SYSTEM CLOSURE PLATE FOR SSR SUPPORT BRACKET TYP. 4' to 5' +/- O.C. 3x3/4 BAR STOCK \\ 3x1/4 BAR STOCK NOTE: RUN PATTERN PARALLEL TO STAIR STRINGER vJ T. 056213.HSS HANDRAIL STAINLESS T (15" DIA.) w \,\\ \ v CB. A 0. 055100.PMR (TYP @ ALL STAIRS) 4x14x1/4" HSS PER STRUCTURAL TYP GAURDRAIL/HANDRAIL AT GROUND FLOOR �\�K4] ENLARGED TYP GAURDRAILL @ 1ST FLOOR U ® I12"=1'-0'@FULL SIZE A9,6E CLOSURE PLATE FOR SSR SUPPORT BRACKET TYP. 4'to5'+/-O.C. 3x3/4 BAR STOCK (1.5"DIA.) GT. H ENLARGED GAURDRAIL @ INTERMEDIATE LANDING 112"050"@FULL SIZE 0r. \ DISTANCE VARIES \ REFER TO PLAN \ 055100.PMR (TYP @ ALL STAIRS) '" 4x14x1/4" HSS PER STRUCTURAL TYP GAURDRAIL/HANDRAIL @ SECOND FLOOR (e / ENLARGED GAURDRAIL TYP @ 2ND FLOOR l ® 111E""1'A"@FULL SIZE NO SPHERE GREATER THAN 4" TYP. @ ALL GAURDRAILS (TYP @ ALL STAIRS) �055100.PMR (TYP @ ALL STAIRS) METAL RISER 4x14x1/4" HSS PER STRUCTURAL 055100 CFT CONCRETE FILLED TREADS 055100.CFT 055100.PMR 055213.HSS 001300.DMS MATERIALS KEY CONCRETE FILLED TREADS PERFORATED METAL RISER HANDRAIL STAINLESS STEEL DECORATIVE METAL RAILING SYSTEM STAIR NOTES 1. HANDRAILS TO BE PLACED AT A HEIGHT EQUAL TO 36" 2. GAURDRAILS TO BE PLACED AT 42". 3. Required guards shall not have openings that allow passage of a sphere 4" in diameter 4. GRIND AND SMOOTH ALL WELDS 5. PMR TO BE STAINLESS STEEL 316E 6. ALL STAIR STRINGER AND GAURDRAILS SHALL BE PAINTED (PT3) TRICORN BLACK 7. ALL HANDRAILS TO BE 055213.HSS TYPE STAINLESS STEEL CC05.) C 04:: 13 City of TukW1(M UILL2IG RECEIVED CITY OF TUKWILA OCT 09 25,3 PERMIT CENTER /ADDENDUM 1 - PERMIT REVIEW j 9/17/18 NUMBER I DESCRIPTION —ATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District STAIR DETAILS ENLARGED 0.01.2018 Revised Stamp REGISTERED 1 ABrIT'£6T\i 04�M0 NDi�ft00LO0 TE OF vo@BNOTON Drawns4: Author Project No. 16.08 heet No. `=.A9.6F of BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 30/2018 3:34:28 PM A B D E 243 r 18 1 20 1`l to /22.-30" x48" TYP 24229 10 2-0- JJ 48"MIN -�1 8 rp, 239, 242, 243 - ENLARGED RESTROOM PLAN 651.7 1/4"= 1'-0" @ FULL SIZE ---102113.TC I 2-102800.GB t.41 ✓ -----102800_TTD 3 -102800.GB i I r2'I LL L MATERIALS KEY - RESTROOM 102113,TC TOILET COMPARTMENT 102800.GB GRAB BAR 102800.LSD LIQUID SOAP DISPENSER 102800,M MIRROR 102800.SC0 SEAT COVER DISPENSER 102800TTD TOILET TISSUE DISPENSER f,, 1/4'_1'90"@FULLSIZE - , � 1,4"_1'a 1/4, 4 1 WOMEN'S RESTROOM -EAST B 2 - - YOUNG 239 RESTROOM - NORTH A 239 YOUNG WOMEN'S RESTROOM - NORTH B 239 - YOUNG WOMEN'S RESTROOM - EAST A 239 - YOUNG 01' 2' ""-1 Ira.=y.0.@FULL SIZE \� .@FuuerzE o "=1'�0"®FULL SIZE TITT r102800.1S0 —102800 LSD 510280 .Mr102800M r---102800.8 1 IK; I7- I 1- 2„, L —102800.SCD 7-102000.SCD 2-102113.TC gYOUNG WOMEN'S RESTROOM - WEST A n 239 - YOUNG WOMEN'S RESTROOM - WEST B SIZE O8 B - 4 YOUNG WOMEN'S RESTROOM - SOUTH B � 239 4"=r-p'@Fuu SIZE �,'�^'w vs'=r.o°®FULL szE J v4"-r-o•@FuuME RESTROOM - SOUTH A 239 4 p,@FULLSIZE r CT81 I®• I' '0 102113.TC „ix-102800.GB 102800.SCD 02113 TC yo-102800.G0 I —1102800.TTD F 242 YOUNG MEN'S RESTROOM - NORTH A L 242 - YOUNG MEN'S RESTROOM - NORTH B 242 - YOUNG MEN'S RESTROOM - EAST AYOUNG MEN'S RESTROOM - EAST B 2-� 242 - YOUNG MEN'S RESTROOM - SOUTH A l 1 p\FI"",.1,> z'_""'q—.-0 4 -1-0 @ FULL SIZE (11 - - 12 �� r13 \ ( `89 1/4"=1'-0"@FULL SIZE �} 114"=1'0"@FULL SIZE ....-- i14r 0 1 2" 4" �. 114"=1'-0'@Fi1W SIZE G H K 125) 242 YOUNG MEN'S RESTROOM - SOUTH B 0' 2822 8 1,4"=1'o0"@FULL SIZE 1 2 4" -10280o GB i-102800.TTD 243 - SINGLE OCC. RESTROOM - SOUTH ® 1/4"=1'A"@FULLSIZE PROVIDE BLOCKING IN FRAMED WALLS TO 6" MIN. BEYOND EDGES OF ITEM MOUNTED. (TYP.) WATER CLOSET FLUSH CONTROLS ON WIDE SIDE OF WC STALUAREA 102800,GB GRAB BAR 1 1/4" DIAMETER 'I/ TYPES - PLUMBING FIXTURES & ACCESSORIES @ FULL SIZE / i 1 c �+ V7/ \(1/ - W 2-102800.M 102800.LSD ,-102800.M 102800.M /—102800.LSD j ® 1,4"=1'-0"@FULL SIZE 242 - YOUNG MEN'S RESTROOM - WEST A ^ 242 - YOUNG MEN'S RESTROOM - WEST B n 243 - SINGLE OCC. RESTROOM - NORTH 4 1l4"=i'0"@R]IL SIZE 17 ® 1l4'�i'1Y'@FULLSIZE 0' 1" 2'�'s'{ 1l4 -1'-0"@FULL SIZE 0 1" 2" 4' 0 i" 2" 4" 243 - SINGLE OCC. RESTROOM - WEST 1 1/4"=10"@FULL SIZE ---- 102800,GB GRAB BAR 1 1/4" DIAMETER 102800.SCD 102800.SCD 1 102800.080 SEAT COVER SEAT COVER SANITARY DISPENSER DISPENSER NAPKIN ADA STALL DISPOSAL CONFIGURATION UNIT 102800.TTD TOILET TISSUE DISPENSER URINAL ADA URINAL LAVATORY 102800TD 102800,2SO 1 TOWEL LIQUID SOAP DISPENSER DISPENSER (TYPE) g '7-; 77; l/1 MULTIPLE STATION 102800.M LAVATORY MIRROR i:2Z7777772 r 102800M MIRROR 102800M MIRROR 2222 1 102800.M —102800.LSD ix-102800.GB 243 - SINGLE OCC. RESTROOM - EAST ® 1/4"=1'28@FULL SIZE 102800SNV SANITARY NAPKIN VENDOR DRINKING FOUNTAIN TO SPOUT OUTLET City of Tukm'da 102800FDC O WALL MOUNTED CHAINGING TABLE RECEIVED CITY OF TUKWILA 1 ADDENDUM 1 2 PERMIT REVIEW 9/17/18 NUMBER DESCRIPTION DATE DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pack 04 .. wnem ' Washing 008 '00 22 ENLARGED TOILET ROOM PLANS & ELEVATIO S 0.01.2018 Stamp 32 i REGISTERED l f�""//((jj ARC 1E0T, 1 LSE MVASHINcmON Drawn By Project Ne. 16.08 Sheet No, A9.7A OCT 0 9 218 PERMIT CENTER BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 9 MATERIALS KEY - RESTROOM A 13 C D E 9/30/2018 3:34:36 PM AD; — ,-- 1 ENLARGED RESTROOM PLAN 00 ® '"" 91A"=1'0"@FULL SIZE 18 24 2 PP/SI /1i1e 15 OPPISIM 8 �i6 OPPISM A3 1 1 i I I {{ 148A - RESTROOM - NORTH A 148A - RE STROOM - NORTH B 148A - RESTROOM - NORTH C 61 148A - RESTROOM - EAST 2 `"". 1/4'=1'-0. @FULL SIZE J 1/4"=1'A" @FULL SIZE ffi 1/4"-1',0" @FULL SIZE _ \ 1/4'=1'A'@FULL SIZE �81 148A - RESTROOM - SOUTH C 1/4'=1'0.@FULL SIZE 148A - RESTROOM - WEST 1/4 -1.0 @ FULL SIZ --.102600.LSO 800 SCD 148A - RESTROOM - SOUTH A / 148A - RESTROOM - SOUTH B 1/4'=1'0 @ FULL SZE / '''"40 1/4"= 1-tr @FULL SIZE 4 10 STORAGE - NORTH 148B - STORAGE - EAST 11148E - STORAGE - SOUTH 13� 148B - STORAGE - WEST T s '�" 1/4"_1_P'Qa FULL SIZE �11� ¢ =P-' l/4°=1'-0"@FULL SIZE \2� P .'L_ ..:' 1/4"=l 0 040LLSIZE ®" 1/4"=tw°@FULLSIZE • r 1111C - WOMEN'S RESTROOM - NORTH �6ti111C WOMEN'S RESTROOM - EAST 111C - WOMEN'S RESTROOM - SOUTH 111C - WOMEN'S RESTROOM - WEST - 114•=1'-0" FULL-SSIZE ...._ / �� - 1/4 -1-0 @FULL SIZE --- 17 18 `-J.. ,. _. ... @/ �'1 114"=i'AY'@NLL 912E , ®il4'= 1'0"@FULL SIZE 1 141 <"„=ro'@FULL-SIZE -RESTROOM 19 i/4„=1,a"@FUL1028 20ULL tla =1,-5 22 HEALTH RESTROOM - SOUTH 23 113b HEALTH RESTROOM - WEST A ENLARGED TR M PLANS 113b - HEALTH RESTROOM - NORTH i 113b L H RESTROOMI2E 113b HEALTH aRE E ®- - EAST A -� - - EAST B 113b - 1/4'=1'0"@FULL SIZE ® 1/4"-i'-D"@FULL SIZE 24 113b - HEALTH RESTROOM - WEST B 114"=1'-0"@FULL SIZE CO0,0 c'':,:.'- <, J11,1 04 Z=i7 City of Tukwila DUILCtp O C" ""'^, RECEIVED CITY OF TUKWILA OCT 09 2T.J PERMIT CENTER 102600.L50 LIQUID SOAP DISPENSER 102800.SCD SEAT COVER DISPENSER 1 ADDENDUM 1 PERMIT REVIEW 9/17116 NUMBER DESCRIPTION DATE DRAWING REVISIONS Stamp PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District 5932 I ARCISITERED LEE RAYMOND FENYON STATE OF WASHINGTON' BLRB ARCHITECTS. PS. 5 6 7 9 A B 30/2018 3:34:46 PM 107000.SCA ENLARGED SUNSCREEN P ImigragF=9 1/8,1"4" @FULL SIZE AN A3) ,A4) (A5) 107000.SCA--// 051213.AES---/"' B 8) .Tp°"R 1ST FLOOR (AP) 01 A9.8C -r_41 34 ROOF 4-o siN 30' - 3" /: - of LEG LENGTH K1 E3 SUNSCREEN SECTION 1 F=LL,P=9 1/4,1 0 @FULL SIZE / I 1 07000.SCA A3) HSS 4x1 HSS 88200075 HSS 4x1 WT 10.5x41.5 C6X8.2 fit, ROOF '41,1130' - 3" ,- REFER TO STRUCTURAL FOR CANOPY/ SUNSCREEN C- CHANNEL I/ GUTTTER WITH CLOSURE PLATE ON BOTH SIDES wr 10.5x41.5 / R F uE RTuO 111sRcrR L P_T0FLO9R STEEL TUBE DOWNSPOUT (3") WELD TO C6x8.2 HiAnit 01S-TOF")°R 2" - 01..„ t SUNSCREEN SECTION 2 7-,SUNSCREEN SECTION 3 1/44-1'.2'@ FULL SIZE . 1/4,1-0'/OFULL SIZE N L \ \„ (>7 (,\ \\ts. .\\ 107000.SCA 051213,AES—/ rm ENLARGED SUNSCREEN PLAN @ BUILDING CONNECTION r® 1OF 1°°;. — i051213 AES 107000.SCA------. 1/4, 1,0" @ FULL SIZE -5 =7=1= C2.7= B cft 2ND FLOOR • 14' - 0" 11 ' T88 A9.88 rH1 - I FLOOR 0 SUNSCREEN ELEVATION 2 K4 ±.(6-1r4t'ARAPE rvi ;1f ti L'R :PPTFLOOR COURTYARD PARAPET 107000.55A- „ 051213 ADS-- 051213.AES-..,, F_00R c 107000.SCA (1)P_T;11°°R t_4 LEG LENGTH SUNSCREEN SECTION 4 IAD = 1.41' @ FULL SIZE ""="••=o ir=27 AUX, GYM PARAPET -HIGH PARAPET —LOW PARAPET- 29' - 4" 051213 AES /— 051213 AES EI ) _ D1.= ------, I-1,--------- D A9.88 COURTYARD PARAPET Aip (-7 107000.SCA 051213.AES APi-k'e; 04 City of Tu,lia ILL:NfG CiVi2:!°11 (k.-s SUN SCREEN ELEVATON 1 1/8,1'.0.@ FULL SIZE RECEIVED CITY OF TUKWILA OCT 0 9 29 KEYNOTE LEGEND 051213 AES ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 107000 SCA SUNSHADE AND CANOPY ASSEMBLIES [NUMBER DESCRIPTION DATE 1 DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District ..,•f3L.Gf6.com•••• , • r, „•• ' , • Drawing Title: SUN SCREEN PLANS ELEVATIONS & SECTIONS D'e 10.01.2018 Revised Stamp 5932 REGISTERED ARTTES31 NIV;41/111/1/6r; LE'E RAYMOND rENTOSI ATE OF VASHNOTON Project No 16.08 Sheet No. A9.8A Prniam 1/8,1,0''@ FULL SIZE PERMIT CENTER of BLRB ARCHITECTS, P.S. A B D E F PANEL TYPE D f=1=2F.F.F9 1/4, @ FULL SIZE HSS 8.62540.375" PER — STRUCTURAL 1 - 24F16S@6 003. r-/ PANEL TYPE H Et- 14". SO" @ FULL SIZE 17 FINS @ 12" SPACING \.pANEL TYPE C 1\•-•42,-=44444=== 11/1" =1,0"@ FULL SIZE Hi TYP. PANEL CON. @ STRUC. FIN PROFILE SECTION 112" =VS.@ FULL SOE 00_0,0 1./.1,./Emml 112, 1,0" @ FULL SIZ40151 H2 GLASS CONN. @Ji FIN 1 1/2, 1,0" @ FULL SIZE J2 GLASS CONN. @ FIN 2 1=92=FIII=.10 1 1/T' .1,7@ FULL SIZE 21:21170=1,2 FIN PROFILE SECTION 2 11/21=1,0 @ FULL SEE 0/27'8%z0.375" PER STRUCTURAL 3" STEEL DOWNSPOUT CLOSURE PLATE BOTH S10 I iOESLE CUT IN C6x8,2 GUTTER PANEL TYPE G 41044400=001051=10=0 @ FULL SIZE COLUMN PENETRATION @ SUNSCREEN Smilszad==.119 1/2".1,0"@ FULL SIZE /— 06482 GUTTER / LINED WITH LIQUID APPLIED ING INSIDE ril j ONLY WELD STEEL PIPE GUTTER TO C6x8 2 rOCDT" STEEL DOWNSPOUT — CLEANOUT PANEL FINISH GRADE ELEVATION CLEANOUT COVER @ICY' AFF HSS 862540375II PER STRUCTURAL CLEANOUT PANEL 13II STEEL DOWNSPOUT II PLAN GUTTER CONNECTION @ COLUMN <4)1===i,..d=9 vz,v.o.@ FULL SIZE PANEL TYPE F f 1/4" 2 1,0" @ FULL SIZE C 6x8.2 GUTTER TYPICAL @ PANEL TYPE GLASS BY DEAMOR OPACINO ENLARGED TRUSS SCREEN TRUSS K1 , F9=4====., 1/2" = 1,0" @ FULL S/ZE COEIE J,',11 04 21',3 City of Tukwila BUILOiNG MOON RECEIVED CITY OF TUKWILA OCT 0 9 2310 PERMIT CENTER KEYNOTE LEGEND NUMBER DESCRIPTION I DATE — DRAWING REVISIONS PERMIT SET REVISED Foster High School Modernization and Addition Tukwila School District BLRB vct.utec.s SUN SCREEN PLANS DETAILS Stamp 5932 1 REGISTERED ARCI0ECT,,1 • 0EE s,0, MOND FENTON \ STATE OF WASHINGTON 6LRB ARCHITECTS, P.S. 6 7 CARevit Models \16325 Foster HS A H K E • L SHEET NUMBER S0.00 S1.00 S1.01 S1.02 ,S1.10 151.11 1S1.12 151.20 1S1.21 S1.22 STRUCTURAL DRAWING INDEX SHEET DESCRIPTION COVER SHEET GENERAL NOTES • GENERAL NOTES 1GENERAL NOTES 1ROOF WIND UPLIFT MAP PHASE 1 - NORTH 1ROOF WIND UPLIFT MAP PHASE 2 - AREA J ROOF WIND UPLIFT MAP PHASE 2 & PHASE 4 ..1. !ROOF DIAPHRAGM SHEAR MAP PHASE 1 1ROOF DIAPHRAGM SHEAR MAP PHASE 2 - AREA J !ROOF DIAPHRAGM SHEAR MAP PHASE 2 & 4 'S1.30 51.31 .S1.32 ,S2.11A 1S2.118 1S2.11G 182.12A 1S2.12B S2.13A 1S2.13B 1S2.21 S2.22 SNOW DRIFT MAP PHASE 1 STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET DESCRIPTION • S2.53D :ROOF FRAMING PLAN PHASE 5 - AREA D 1 0270 :ALTERNATE FOUNDATION AND FRAMING PLANS • ! S3.00 1FOUNDATION DETAILS S3.01 1FOUNDATION DETAILS S3.02 :FOUNDATION DETAILS S3.03 'FOUNDATION DETAILS :S5.00 :METAL DECK DETAILS 1S5.01 • METAL DECK DETAILS IS5.02 I METAL DECK DETAILS 0510 STEEL FRAMING DETAILS SNOW DRIFT MAP PHASE 2 - AREA J 05.12 SNOW DRIFT MAP PHASE 2 & 4 S5.13 !FOUNDATION PLAN PHASE 1 - AREA A ,05.14 FOUNDATION PLAN PHASE 1 - AREA B FOUNDATION PLAN PHASE 1 - AREA G SECOND FLOOR FRAMING PLAN PHASE 1 SECOND FLOOR FRAMING PLAN PHASE 1 ROOF FRAMING PLAN PHASE 1 - AREA A !ROOF FRAMING PLAN PHASE 1 - AREA B FOUNDATION PLAN PHASE 2 - AREA E & J 1STEEL FRAMING DETAILS 1STEEL FRAMING DETAILS ICANOPY PLAN AND DETAILS S5.20 ,STEEL BAR JOIST DETAILS 55.21 1 STEEL BAR JOIST DETAILS - AREA A !05.30 :STEEL BRACED FRAME ELEVATIONS - AREA 8 155.31 i STEEL BRACE FRAME ELEVATIONS S5.32 !STEEL BRACE FRAME ELEVATIONS - ALT. BID S5.35 1STEEL FRACED FRAME DETAILS 185.36 • ISTEEL BRACED FRAME DETAILS 'SECOND FLOOR FRAMING PLAN PHASE 2 - AREA E 1 85.37 S2.23 !ROOF FRAMING PLAN PHASE 2 - AREA E & J IIS5.38 !FOUNDATION PLAN PHASE 3 - AREA C IS5,40 ,S2.31G I FOUNDATION PLAN PHASE 3 - AREA G 52.31C IS ISECOND FLOOR FRAMING PLAN PHASE 3 - AREA C rs55:4421 C [SECOND FLOOR FRAMING PLAN PHASE 3 - AREA G .85.43 SS22:3322G IO2.33C 1ROOF FRAMING PLAN PHASE 3 :S5.44 102.41 1FOUNDATION PLAN PHASE 4 1 05.45 102.42 :SECOND FLOOR FRAMING PLAN PHASE 4 :S5.46 !02.43 :ROOF FRAMING PLAN PHASE 4 !Grand total: 65 102.510 :FOUNDATION PLAN PHASE 5 - AREA D :02.52C , SECOND FLOOR FRAMING PLAN PHASE 5 - AREA C • ,02.52D ;SECOND FLOOR FRAMING PLAN PHASE 5 - AREA D :02.53C ;ROOF FRAMING PLAN PHASE 5 - AREA C STEEL BRACED FRAME DETAILS STEEL COLLECTOR DETAILS COLD FORMED STEEL FRAMING DETAILS COLD FORMED STEEL FRAMING DETAILS COLD FORMED STEEL FRAMING DETAILS COLD FORMED STEEL DETAILS COLD FORMED STEEL DETAILS COLD FORMED STEEL DETAILS :COLD FORMED STEEL DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION 9°D)PPCCit[li"E SQ JUL 0 5 2018 City of Tukwila BUILDING DIVISION REVIEWED this tmsyrZo,miLfunmal conformance with the following, 'in( Structural Provisions of Um International Building Code Non-Strctural Proviaions of Om Intemational Building Code 0 prommt applicant is rosponsible for conformance with al/ applocalt, coMm. c.d.. tognimmOr. sulhom to dm momroomms and inlerpre140115 of Om governing m.o., reviow doos ma Mime Ma Arch. and Engineers of Record of Me rayons... a amnion dmign in amoidanm MtitOcImm nftha gommiog Jurisdiction mut Ma State of Washington. ImisMetion CM/ (t,F By ph -CI etemtkihhmIS'ee Date 7/3/K5 REID MIDDLETON, INC. Coda Reviaw Consultant PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA SPOKANE pORTLAND 1BEND 1666I0Ave 0v,5,,,J1 r 1 „1, Drawing Title: COVER SHEET Drew" By BCE Project No. 16:08 Sheet No, S 0 00 of 0000 ARCHITECTS. P.S. 18 9:15:06 AM vit Models\16325 Foster HS A GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING- ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS B ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION, C D E F CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS. ALCOVES, SLAB SLOPES AND DEPRESSIONS,. CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LOAD LIVE LOAD (2) PARTITION LOAD CONCENTRATED LOADS CATWALK ACTUAL 40 PSF +EQUIPMENT 300# ROOF ACTUAL 25 PSF (1) 300# CLASSROOM ACTUAL 40 PSF 15 PSF 1,000# MECHANICAL ROOM ACTUAL 40 PSF +EQUIPMENT OFFICE ACTUAL 50 PSF +15 PSF 2,000# 1,0000 CLASSROOM ACTUAL 50 PSF FIXED ASSEMBLY (FIXED SEATS) ACTUAL 60 PSF (3) LIBRARY READING ROOM ACTUAL 60 PSF +15 PSF 1,0004 CORRIDORS (ABOVE 1ST FLR) ACTUAL 80 PSF 2.0004 CORRIDORS (1ST FLR) ACTUAL 100 PSF 2,090# STAIRS ACTUAL 100 PSF 3004 ASSEMBLY (MOVEABLE SEATS) ACTUAL 100 PSF (3) GYMNASIUMS ACTUAL 100 PSF (3) LOBBY AREA ACTUAL 100 PSF (3) 2,000# LIGHT STORAGE DOCUMENT STORAGE ACTUAL ACTUAL 125 PSF (3) 2,0004 125 PSF (3) 2,0004 LIBRARY STACK AREAS ACTUAL 150 PSF (3) 1,000# (1) DRIFT AND UNBALANCED SNOW LOAD PER ASCE 7-10, CHAPTER 7. FOR SNOW DRIFT MAP SEE S1.11 (2) LIVE LOADS EXCEPT SNOW LOADS ARE REDUCED PER IBC SECTION 1607.10, (3) LIVE LOAD REDUCTION NOT PERMITTED EXCEPT AS NOTED IN IBC SECTION 1607.10. SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) Pg= 15 PSF= GROUND SNOW LOAD Pf = 0.7CeCtlsPg = FLAT ROOF SNOW LOAD Ps = CsPf = SLOPED ROOF SNOW LOAD Is=1.10 Ce = 1,0, Ct= 1A, Cs VARIES LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME/SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME/SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. EXISTING BUILDING SEISMIC UPGRADES THE NEW CLASSROOM AND COMMONS ADDITIONS WILL BE SEISMICALLY ISOLATED FROM THE EXISTING G CLASSROOM WING. ANY MODIFICATION OF AN EXISTING LATERAL ELEMENT WITHIN THE EXISTING CLASSROOM WING WILL BE MITIGATED BY ADDING BACK THE EQUIVALENT STRENGTH AND STIFFNESS OF THAT ELEMENT SOMEWHERE ALONG THE LINE OF ACTION OF THAT ELEMENT. THE INTENT IS TO MAKE THE EXISTING STRUCTURE NO WORSE THAN IT'S CURRENT CONDITION. H FOR THE REMAINDER OF THE BUILDING THE STRUCTURAL SCOPE OF WORK IS TO IMPROVE LIFE SAFETY/ PERFORMANCE OF THE EXISTING STRUCTURE AS PART OF A VOLUNTARY SEISMIC UPGRADE. THE FOCUS OF THE WORK IS AS FOLLOWS'. EXISTING COMMONS: - REPLACE STRAP BRACING AT ROOF STEP WITH SUREBOARD PANELS. WIND. THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 -SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. - EXPOSURE CATEGORY = B - BASIC WI ND SPEED, (3 SEC. GUST), \Mx = 115 MPH -RISK CATEGORY PER TABLE 1.5-1 = III - TOPOGRAPHIC FACTOR Kn = 1.0 INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ±0.18 FOR WIND UPLIFT MAP SEE SHEET S1.10, 51.11, 8 S1.12 COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ROOF SURFACES' EFFECTIVE WIND AREA POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) ZONE 2 3 1 2 3 10 SF 16.0 16.0 16.0 -25.0 -41,9 -63.1 20 SF 16.0 16.0 16.0 -24.4 -37.5 -52.3 50 SF 16.0 16.0 16.0 -23.5 -31.6 -37.9 100 SF 16.0 16,0 16.0 -22.9 -27.1 -27.1 WALL SURFACES AND ROOF OVERHANGS' EFFECTIVE WIND AREA POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) ZONE ' 4 5 4 5 2 3 10 SF 25.0 25.0 -27.1 -33,5 -36.0 -59,3 20 SF 23.8 23.8 -25.9 -312 -35.4 -46.5 50 SF 22.4 22.4 -24.5 -28.2 -34,5 -29.7 100 SF 21.2 21.2 -23.3 -25.9 -33,9 -16.9 500 SF 18.6 18.6 -20.8 -20.8 - - 1. VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. 2. ZONES ARE AS DEFINED BY FIGURE 30.5-1 IN ASCE 7-10. SEISMIC: (ASCE 7-10) V = CsW WHERE Cs= S" : WITH (e) Cs MINIMUM= 0.044 Sos Is 2 0.01 OR O.SS; Cs MINIMUM= R FOR0, > 0.6g le SDI Cs MAXIMUM = T(1e) FOR T s IL OR S,,TL Cs MAXIMUM= p(le)FOR T>T, SEISMIC IMPORTANCE FACTOR. le = 1,25 RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = III SPECTRAL RESPONSE ACCELERATIONS Ss = 1.488 & S, = 0.557 SITE CLASS PER TABLE 20.3-1 = C DESIGN SPECTRAL RESPONSE ACCELERATIONS Sos =0.992 8 So) = 0.483 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = SEE BELOW ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = VARIES - SEE BELOW ir BASIC SEISMIC -FORCE -RESTS ING SYSTEM: STEEL SPECIAL CONCENTRIC BRACED FRAME R = 6 Cs=0.207 V = 491.5 KIPS BASIC SEISMIC -FORCE -RESISTING SYSTEM: STEEL SPECIAL CONCENTRIC BRACED FRAME R = 6 Cs = 0.207 V= 128 KIPS AUX: GYM W = 351 KIPS BASF SEISMIC-FORCE-R SIS ING YS M: TEE SP CIAL CON EN RICRAC DF- M Cs = 0.207 V = 73 KIPS BASI SEISMIC-FORCE-R SISTING YST M: ORDI ARY REINFORCED CONCRETE SHEAR WALLS Cs = 0.310 V = 108.8 KIPS BASIC SEISMIC -FORCE -RESISTING YSTEM: L GHT-FRAME (COLD FORMED STEEL WALLS SHEATHED W/ SUREBOARD R= Cs = 0.248 V = 43.4 KIPS PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS", SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA (REFER TO PRELIMINARY GEOTECHNICAL ENGINEERING REPORT BY SHANNON & WILSON. SEPTEMBER 6. 2016. 00120210111 000 'S ACTIVE PRESSURE - RESTRAINED: 50 PCF +9H SEISMIC SURCHARGE ACTIVE PRESSURE - UNRESTRAINED: 30 PCF +9H SEISMIC SURCHARGE PASSIVE RESISTANCE: 380 PCF (INCLUDES F.O.S.? 1.5) (ASSUMED) COEFFICIENT OF FRICTION: 0.4 (INCLUDES F.O.S. > 1.5) (ASSUMED) 11/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c= 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL -GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL. ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER -SOFTENED FOOTINGS. FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 50%0, WITH A MAXIMUM DUST RATIO CONCRETE CAST -IN -PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL 8E± 1-1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST -FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE 8Y MASTER BUILDERS, W.R. GRACE, OR PRE -APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. % PASSING U.S. NO. 200 SIEVE °lo PASSING U.S. NO. 40 SIEVE - 2/3 MAX. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0 % TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET: IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OE THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.00/% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT, SHOTCRETE: SHALL CONFORM TO IBC SECTION 1908. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG, AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5412 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. ITEM DESIGN fc (PSI) {AT 28 DAYS U.N.0.) MAX. ' MIN' AGGREGATE W/C,, FLYASH I GRADING RATO OR SLAG ASTM AASHTO (PCY) NOTES SLABSON GRADE -UNO 4000 0.45 100 f 570R67 1 ARCHITECTURALLY EXPOSED SLABS ON GRADE 4000 0.45 100 57 0R 67 1, 2, 3 ........_ O. _L._.._..__._.___.__ --I 570R67 FOUNDATIONS -UNO 3000 ( STEM WALLS AND OTHER WALLS EXPOSED 4500 0.45 100 57 OR67 TO EARTH OR WEATHER STEM WALLS AND OTHER WALLS- UND 4000 050 WO _ 570R 67 SLABS ON METAL DECK 4000 045 57 OR67 SHEARWALLS 4000 1 050 - 70R8 SHOTCRETE WALLS- UNO 4000 0.50 30 70R8 CONTROLLED DENSITY FILL (CDF) 200 - - SAND 4 ALL OTHER CONCRETE 4000 0.50 -- 57 OR 67 CONCRETE MIX NOTES'. 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE -APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1,5 LB/CU, YD. 2 MAXIMUM WATER CONTENT 240 PCY. 3 THIS MIX SHALL CONTAIN 1 GALLON PER CY OF 'ECLIPSE' SHRINKAGE REDUCING ADD MIXTURE BY W.R. GRACE OR APPROVED ALTERNATE. FOR CONCRETE REQUIRING AN AIR ENTRAINMENT ADMIXTURE.. 'ECLIPSE PLUS' SHALL 8E USED. 4. SAND -CEMENT CONCRETE GROUT CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE. THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS WATER SHALL NOT DE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW. U.N.O. - A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWISE B ALL OTHER SURFACES. UNLESS NOTED OTHERWISE FORMWORK STRIPPING: COLUMNS & WALLS: COLUMNS AND WALLS NOT SUPPORTING FRAMING WEIGHT MAY BE STRIPPED AS SOON AS FORMS CAN BE REMOVED WITHOUT DAMAGING THE CONCRETE AND THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 500 PSI. COLD WEATHER PLACEMENT. 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES_ 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY. KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5, NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE -APPROVED EQUAL. CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS MIXED ABOVE 30° F. 60° 55° FOR WEATHER INDICATED, DEGREES F. 0° TO 30° F. 65° 60° BELOW 0° F. 70' 65" MIN. TEMP, FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F,1 55" 50° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 50° HOURS AFTER END OF PROTECTION, DEGREES F. 40° HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED T0: 1. LIMITING CONCRETE TEMPERATURE TO 100'F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 4 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS. 1. SLABS ON GRADE: PROVIDE CONSTRUCTION AND/OR CONTROL JOINTS AT 16 FEET 0.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET 0,C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 2 WALLS AND COLUMNS: COORDINATE CONSTRUCTION JOINTS WITH ARCHITECTURAL REVEALS 3. BONDING AGENT: WHERE BONDING AGENT IS SPECIFICALLY CALLED OUT ON THE STRUCTURAL DRAWINGS USE' WELD CRETE" BY LARSON PRODUCTS CORPORATION OR PRE -APPROVED EQUAL FOLLOW ALL MANUFACTURERS RECOMMENDATIONS_ 4, ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER. AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. 5. SLAB ON METAL DECK: SHALL NOT BE SAW CUT UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3- ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL 8E GALVANIZED. 4, ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. 5. EMBEDDED CONDUIT IS NOT PERMITTED IN CONCRETE SLABS ON METAL DECK UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. 6. EMBEDDED FLEXIBLE CONDUIT IS PERMITTED IN OTHER CAST IN PLACE CONCRETE SLABS WITH A THICKNESS GREATER OR EQUAL TO 5-1/2 INCHES. WHERE PERMITTED IT MAY BE PLACED ON TOP OF THE BOTTOM MAT OF REINFORCING. THE OUTSIDE DIAMETER OF THE CONDUIT SHALL NOT BE GREATER THAN 1-INCH. A MINIMUM OF 2-INCHES CLEAR SHALL BE PROVIDED BETWEEN CONDUIT AND PARALLEL REINFORCING. SPACE CONDUITS A MINIMUM OF 12-INCHES APART, WHERE THIS IS NOT POSSIBLE NOTIFY ENGINEER FOR ADDITIONAL REINFORCING REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION JUL 0 5 2010 City of Tukwila BUILDING DIVISION D JUL 0 3 2010 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB ARCHITECTS. P.S, 8 9 dels\16325 Foster HS v201 A B C D E F G CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING ANDIOR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURERS RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK. ELEVATED POST -TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS. ITEM CONCRETE CURING NOTES ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 SHOTCRETE WALLS ALL OTHER CONCRETE 4 NONE CONCRETE CURING NOTES: t. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FINAL FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS, 3- PROVIDE PRE -APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4_ APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS 8 SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS. PER MANUFACTURER'S RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL. FOR A MINIMUM OF 14 DAYS. GROUT NON -SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 928" OR PRE -APPROVED EQUAL. GROUT SHALL CONFORM TO CRD-C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CAD-C611-85 FOR 30 MINUTES, GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. ASTM A706 GRADE 60 FOR ALL MOMENT FRAME HORIZONTAL BEAM BARS. MOMENT FRAME VERTICAL COLUMN BARS, VERTICAL SHEAR WALL BARS AND ALL COUPLING BEAM BARS (EXCEPT TIES). PER ACI 318, ASTM A615 GRADE 60 MAY BE SUBSTITUTED FOR THESE MEMBERS IF THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18 KSI, THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25, AND IF THE ELONGATION OVER AN 8" GAGE LENGTH MEETS THE FOLLOWING: BAR SIZE #3-116 #7 - #11 #14,#18 MINIMUM ELONGATION 14% 12% 10% ASTM A706 GRADE 60 FOR ALL WELDED BARS. DETAIL FABRICATE AND PLACE PER AC! 315 AND ACI 318. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. LAP ONE FULL MESH ON SIDES AND ENDS BUT NOT LESS THAN 8 INCHES, WELDED WIRE REINFORCING SHALL BE SUPPORTED TO WITHSTAND CONCRETE PLACEMENT, PULLING OF MESH INTO PLACE AFTER PLACEMENT IS NOT ALLOWED. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. Fy=80 KSI (UNLESS NOTED OTHERWISE( MINIMUM LAP SPLICE LENGTHS ('Ls') MINIMUM DEVELOPMENT LENGTHS ("Ld") MINIMUM BAR, EMBEDME NT SIZE (LI LENGTH FOR STANDARD OTHER BARS ;HOOKS ("Ldh') END TOP BARS (1) OTHER BARS TOP BARS (1) 1 #3 I 2' 0 1=6" 1' 6" 2. 8.. 2,-0., ,, 2' 0., i 1,_7,. 2'-7" 2'-0" 1' 0" #7 5'-10" 4' #B 6'-6" 5'-2" 5'-2" 3,-11" #9 7,6 5'-l0 5' 10" I 4' 6" ( 1' 9" 6' 6'-6" 6'-6' ' 5'-0" 2,-0•, #11 9' -5" 7,_3„ 7' 35,_7" 2'_3„ SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. MECHANICAL COUPLERS: "LENTON" BY ERICO. "CADWELD" BY ERICO. "BAR -LOCK" BY DAYTON SUPERIOR L-SERIES, OR PRE -APPROVED EQUAL, COUPLERS SHALL BE TYPE 2 PER ACI 318 SECTION 18.2,7,1, FORM SAVERS: "LENTON" BY ERICO THREADED FORM SAVERS TYPE FS OR APPROVED EQUAL. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH — - 3" EXPOSED TO WEATHER OR EARTH ---- 2" TIES ON BEAMS AND COLUMNS-----1-112" WALLS AND SLABS NOT EXPOSED TO WEATHER--- 3/4" CONCRETE INSERTS: THREADED DOWEL BAR SUBSTITUTIONS SHALL BE MANUFACTURED BY RICHMOND SCREW ANCHOR CO., INC., OR PRE -APPROVED EQUAL AND SHALL BE CAPABLE OF DEVELOPING THE FULL TENSILE CAPACITY OF THE BAR. POST -INSTALLED ANCHORS POST -INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST - INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH REPAR. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT UNREINFORCED MASONRY NO HAMMER TOOLS). SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVALA MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE ANDIOR STANDARD(S) AS REQUIRED BY THE BUILDING CODE, CONCRETE ANCHORS: K -ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER -DRILLED ONLY. *HOLE SHALL BE DRY AT TIME OF INSTALLATION. INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, - EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC., OR STRONG -BOLT 2 (ICC ESR-3037) BY SIMPSON STRONG TIE, INC. MASONRY ANCHORS (SOLID GROUTED MASONRY): -ADHESIVE ANCHORS: HILT! HIT-HY 70 (ICC-ESR-2682) OR SIMPSON SET-XP (IAPM0 ER-265) -EXPANSION ANCHORS: KWIKBOLT III (ICC ESR-1385) BY HILTI, INC. OR STRONG -BOLT 2 (IAPM0 ER-240) BY SIMPSON STRONG TIE. INC. - SCREW ANCHORS: KWIK HUS-EZ (ICC ESR-3056) BY HILTI, INC. OR TITEN HD (ICC ESR-1056) BY SIMPSON STRONG TIE, INC. MASONRY MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 21 OF THE IBC, AND SHALL BE TESTED PER SECTION 2105.1 OF THE IBC FOR COMPLIANCE WITH fm, MINIMUM SPECIFIED COMPRESSIVE STRENGTH, fm, SHALL BE 1900 PSI FOR CONCRETE MASONRY ASSEMBLIES. HOLLOW CONCRETE MASONRY UNITS (CMU): SHALL CONFORM TO ASTM 090. MINIMUM FACE SHELL THICKNESS AS DEFINED BY ASTM C90, SECTION 5.3.1. PROVIDE GRADE N, MEDIUM WEIGHT BLOCK WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. CMU CONSTRUCTION SHALL BE SOLID GROUTED UNLESS NOTED OTHERWISE. MASONRY VENEER: SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 14 OF THE IBC, AND THE PROJECT SPECIFICATIONS. MORTAR SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270_ MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. GROUT: GROUT FOR POURING SHALL BE A FLUID CONSISTENCY, CONFORM TO ASTM C476 AND ACI 530. fg= 2500 PSI MINIMUM AT 28 DAYS. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED, OR PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND PREVENT MOISTURE ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE. REQUIREMENTS FOR ALL-WEATHER MASONRY CONSTRUCTION: HOT AND COLD WEATHER CONSTRUCTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH TMS 602-131ACI 530,1-131ASCE 6-13 "SPECIFICATION FOR MASONRY STRUCTURES". ARTICLES 1,8C AND 1.8D. REINFORCEING STEEL (MASONRY): REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60 (GRADE A706 FOR WELDED BARS UNLESS NOTED OTHERWISE). DETAIL. FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE AS NOTED BELOW. MINIMUM LAP SPLICE LENGTHS "L,"FOR TYPICAL CONDITIONS (1) BAR SIZE CORNER BARS FOUNDATION DOWELS (3) VERTICAL WALL REINFORCING HORIZONTAL WALL REINFORCING LONG. LINTEL REINFORCING #3 12" 12" 12" 12" 12" #4 20" 20" 20" 20" 20" #5 30" 30" 30" 30" 30" #6 40" 40" 54" 40" 60" #7 46" 46" (2) 46" (2) #8 60" 60" (2) 60" (2) (1) FOR SPECIAL SPLICE CONDITIONS, REFER TO STRUCTURAL DRAWINGS FOR LAP LENGTH REQUIREMENTS. (2) MECHANICAL COUPLERS ARE REQUIRED. (3) FOR LAP SPLICES OF FOUNDATION DOWELS IN CANTILEVERED WALLS, USE LAP SPLICE LENGTHS FOR VERTICAL WALL REINFORCING. VERTICAL BAR POSITIONERS: VERTICAL REINFORCING SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY LOCK RITE 'VRP" VERTICAL BAR POSITIONERS FOR SINGLY AND DOUBLY REINFORCED CELLS BY LOCK RITE OR PRE -APPROVED EQUAL. ANCHORED VENEER (MASONRY AND STONE UNITS): ALL VENEER ANCHORAGE ATTACHMENTS SHALL CONFORM TO IBC SECTION 1405.6 AND ACI 530 SECTIONS 12.1 AND 12.2 FOR THE APPLICABLE SEISMIC DESIGN CATEGORY. ANCHOR TIES AND JOINT REINFORCEMENT SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153. CLASS 8-2 AND SHALL BE MANUFACTURED BY WIRE -BOND OR LOCK RITE OR PRE -APPROVED EQUAL. ANCHOR TIES SHALL BE SPACED 16"O,C. EACH WAY MAXIMUM, AND SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE OF NO. 9 GAUGE OR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. ANCHORAGE OF VENEER TO BACKING SHALL BE AS FOLLOWS: BACKING VENEER TIE ATTACHMENT TO BACKING WIRE -BOND RJ-711 OR METAL STUDS ZINC PLATED SCREWS BY MANUFACTURER HOHMANN &BARNARD HB-213 S I S CONCRETE 'WIRE -BOND RJ-7110R 1/4" HILTI KWIK-CON II+SCREW HOHMANN & BARNARD HB-213 S I S ,W/1-3/4" EMBEDMENT STRUCTURAL STEEL] WIRE -BOND TYPE I WELD ON ANCHOR W/ WELD ON CLIP TRIANGULAR TIE & WIRE -BOND CLIP OR HOHMANN & BARNARD HB-359 WELD ON ANCHOR VW VEE BYNA-TIE ANCHOR VENEER WITH CAVITY WIDTH GREATER THAN 4-1/2": WHERE THE CAVITY WIDTH BETWEEN THE EXTERIOR FACE OF THE STRUCTURAL BACKING WALL AND THE INTERIOR FACE OF THE VENEER IS GREATER THAN 4-1/2", VENEER ANCHORAGE SYSTEMS SHALL BE DESIGNED PER THE REQUIREMENTS OF CURRENT CODE AND THE PROJECT SPECIFICATIONS. PROVIDE CALCULATIONS AND SHOP DRAWINGS INDICATING THE TYPE, SIZE, AND REQUIRED SPACING OF VENEER ANCHORS. CALCULATIONS AND SHOP DRAWINGS SHALL BE PRODUCED UNDER THE SUPERVISION OF AND SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. STEEL FABRICATORS ALL STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATOR CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, THE FABRICATOR SHALL BE DESIGNATED AN AISC CERTIFIED PLANT, CATEGORY STD AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT. NON-AISC CERTIFIED STEEL FABRICATORS SHALL HAVE FIVE YEARS MINIMUM EXPERIENCE ON SIMILAR PROJECTS OF EQUAL OR LARGER COMPLEXITY AND SCOPE. QUALIFICATIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO BID. STEEL ERECTORS ALL STEEL ERECTION SHALL BE PERFORMED BY AN ERECTOR CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. THE ERECTOR SHALL BE DESIGNATED AN AISC CERTIFIED ERECTOR, CATEGORY CSE AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT. NON-AISC CERTIFIED STEEL ERECTORS SHALL HAVE FIVE YEARS MINIMUM EXPERIENCE ON SIMILAR PROJECTS OF EQUAL OR LARGER COMPLEXITY AND SCOPE. QUALIFICATIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO SHOP DRAWING PRODUCTION. STEEL DETAILERS ALL STEEL DETAILING SHALL BE PERFORMED BY A DETAILER WITH FIVE YEARS MINIMUM EXPERIENCE ON SIMILAR PROJECTS OF EQUAL OR LARGER COMPLEXITY AND SCOPE QUALIFICATIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO DID, MATERIAL PROPERTIES WIDE FLANGE SECTIONS: ASTM A992 (Fy = 50 KSI) OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U N,O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS, RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy= 46 KSI) ROUND - ASTM A500 GRADE B (Fy = 42 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI( MACHINE BOLTS IM.B.): ASTM A307, GRADE A HIGH -STRENGTH BOLTS: A325-ASTM F1852, A490-ASTM F2280 ANCHOR BOLTS {A.B.): ASTM F1554, GRADE 36, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1,1. STRUCTURAL STEEL LATERAL FRAME: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE SEISMIC SUPPLEMENT AWS D1.8. REINFORCING STEEL: WELD IN ACCORDANCE WITH "REINFORCING STEEL WELDING CODE" AWS D1.4. WELD ONLY WITH SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER. IN NO CASE SHALL A WELD BE MADE WITHIN 6 BAR DIAMETERS OF A "COLD BEND'. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR, WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS. ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE, ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH 1 CHARPY V-NOTCH (CVN) RATING FILLET 70 K51 PARTIAL PENETRATION 70 KSI COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F LATERAL FRAME WELD TYPE FILLER METAL TENSILE STRENGTH j' CHARPY V-NOTCH (CVN) RATING FILLET j 70 KSI 20 FT-LBS @ -20 DEG F PARTIAL PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F AND 40 FT-LBS @ 70 DEG F WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. 2. ALL FULL PENETRATION WELDS TO MEMBERS WHICH FORM A PORTION OF THE LATERAL LOAD RESISTING FRAME SHALL BE CHECKED 100 PERCENT BY ULTRASONIC TESTING. 3. THE CONTRACTOR SHALL SUBMIT A WRITTEN WELDING PROCEDURE SPECIFICATION FOR SHOP AND FIELD WELDING OF ALL LATERAL LOAD RESISTING FRAME CONNECTIONS FOR APPROVAL TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION, THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D7.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR GENERAL REQUIREMENTS HIGH -STRENGTH BOLTS: ALL A325 HIGH -STRENGTH BOLTS (HSB) SHALL BE ASTM F1852, UNLESS OTHERWISE DESIGNATED AS A490. ALL HSB DESIGNATED AS A490 SHALL BE ASTM F2280. ALL HSB SHALL BE BY "LEJEUNE BOLT COMPANY" OR PRE -APPROVED EQUAL AND SHALL BE INSTALLED PER SECTION 8,2 OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A3250R A490 BOLTS", JUNE 2004 BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC SPECIFICATION). ALL BOLT HOLES SHALL BE STANDARD ROUND HOLES UNLESS NOTED OTHERWISE, THE FAYING SURFACES OF ALL PLIES WITHIN THE GRIP OF SLIP -CRITICAL BOLTS (A325SC OR A490SC) SHALL MEET THE REQUIREMENTS FOR A CLASS A SURFACE PER SECTION 3.2 OF THE RCSC SPECIFICATION, BOLTED CONNECTIONS INSPECTION: CONNECTIONS MADE WITH BEARING TYPE BOLTS SHALL BE INSPECTED PER SECTION 9.1 AND CONNECTIONS MADE WITH SLIP -CRITICAL TYPE BOLTS (A325SC OR A4905C) SHALL BE INSPECTED PER SECTION 9.3 OF RCSC SPECIFICATION. EPDXY GROUTED ANCHORS: "ALL -THREAD" -ASTM A36 (FY = 36 KSI) UNLESS NOTED OTHERWISE, HEADED STUDS: SHALL BE "H4L HEADED CONCRETE ANCHORS" FOR STUDS 5/8" DIAMETER AND SMALLER AND "S3L SHEAR CONNECTORS" FOR STUDS 3/4" DIAMETER AND LARGER AS MANUFACTURED BY NELSON STUD WELDING, INC, OR PRE -APPROVED EQUAL AND SHALL CONFORM TO AWS D1,1, ALL HEADED STUDS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING A NELSON WELD GUN, UNLESS NOTED OTHERWISE ON DETAILS, ALL WELDS SHALL BE MADE AND INSPECTED IN ACCORDANCE WITH AWS D1.1, DEFORMED BAR ANCHORS: SHALL BE "D2L DEFORMED BAR ANCHORS" AS MANUFACTURED BY NELSON STUD WELDING, INC, OR PRE -APPROVED EQUAL AND SHALL CONFORM TO AWS D1.1, ALL DEFORMED BAR ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING A NELSON WELD GUN, UNLESS NOTED OTHERWISE ON DETAILS. ALL WELDS SHALL BE MADE AND INSPECTED IN ACCORDANCE WITH AWS 01.1, FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE. AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL. GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP -CRITICAL TYPE BOLTS (A325SC OR A4908C) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385, ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES, FIELD TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS): ALL MEMBERS DESIGNATED AS AESS SHALL CONFORM TO SECTION 10, ARCHITECTURALLY EXPOSED STRUCTURAL STEEL, OF THE AISC CODE OF STANDARD PRACTICE, OPEN -WEB STEEL JOISTS: SHALL BE MANUFACTURED BY CANAM STEEL CORPORATION, VULCRAFTA DIVISION OF NUCOR CORPORATION OR PRE -APPROVED EQUAL, AND SHALL CONFORM TO THE STEEL JOIST INSTITUTE (SJI) AND AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STANDARDS AND CRITERIA LISTED IN THE CONTRACT DOCUMENTS AND SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND THOSE INDICATED ON THE FRAMING PLANS. JOIST MANUFACTURER SHALL VERIFY AND INCLUDE FIRE RATING STRESS REDUCTIONS AND SIZE LIMITATIONS IN ORDER TO CONFORM TO THE ASSEMBLY REQUIREMENTS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. FORA WIND UPLIFT MAP SEE SHEET S1.12. ATA MINIMUM PROVIDE BRACING TO WITHSTAND AN ULTIMATE NET WIND UPLIFT OF 16 PSF AND/OR 33 PSF WITHIN 10' OF ALL RIDGES, EAVES, ENDWALLS AND ROOF STEPS. FOR OTHER SPECIAL REQUIREMENTS, SEE STRUCTURAL DRAWINGS, ALL LOADS INDICATED ON THE FRAMING PLANS THAT ARE NOT DIMENSIONED ARE TO BE DESIGNATED AS ADLOADS BY THE JOIST MANUFACTURER. JOISTS SHALL BE DESIGNED AND DETAILED TO MEET ALL CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL COORDINATE ALL OSHA REQUIREMENTS BETWEEN THE STEEL DETAILER AND JOIST MANUFACTURER. SEE ADDITIONAL INFORMATION IN THE STRUCTURAL STEEL "DETAILING, FABRICATION, AND ERECTION" SECTION. THE ENGINEER OF RECORD FOR THE OPEN -WEB STEEL JOIST DESIGN SHALL HAVE A MINIMUM OF (5) YEARS EXPERIENCE IN THE DESIGN OF OPEN -WEB STEEL JOISTS OF SIMILAR SIZE PROJECTS AND BE LICENSED AS A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. THE ENGINEER OF RECORD FOR THE JOIST DESIGN SHALL SUBMIT A STAMPED LETTER OF COMPLIANCE INDICATING YEARS OF EXPERIENCE, THE LETTER SHALL ALSO STATE THAT THEY HAVE REVIEWED THE JOIST PLACEMENT DRAWINGS AND BILLS OF MATERIAL FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, ALONG WITH VERIFICATION THAT THE JOISTS CONFORM TO THE DESIGN CRITERIA AND ADDITIONAL LOADING REQUIREMENTS LISTED IN THE CONTRACT DOCUMENTS (INCLUDING BUT NOT LIMITED TO SNOW DRIFT. WIND UPLIFT, JOIST AXIAL LOADS AND MECHANICAL UNIT LOADING). COMPOSITE FLOOR DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE "FORMLOCK" AS MANUFACTURED BY VERCO MANUFACTURING CO., "W COMPOSITE" AS MANUFACTURED BY ASC STEEL DECK, "EPICORE" AS MANUFACTURED BY EPIC METALS, OR PRE -APPROVED EQUAL THE FLOOR UNITS SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A653. AND GALVANIZED PER ASTM A924. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES INCLUDING EDGE FORMS, CLOSURE. ETC. SHALL BE PROVIDED TO COMPLETE THE INSTALLATION OF THE COMPOSITE FLOOR. METAL ROOF DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE MANUFACTURED BY VERCO MANUFACTURING CO,. ASC STEEL DECK, EPIC METALS, OR PRE -APPROVED EQUAL. THE ROOF DECK SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A611 OR A653, AND SHALL BE GALVANIZED PER ASTM A924_ THE ROOF DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH A MINIMUM END LAP OF TWO INCHES. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES SHALL BE PROVIDED TO COMPLETE THE ERECTION OF THE STEEL DECK. PREFABRICATED METAL STAIRS AND LANDINGS: SHALL BE DESIGNED PER AISC AND IBC REQUIREMENTS. STRINGERS AND LANDINGS SHALL BE DESIGNED FOR A MINIMUM OF 100 PSF LIVE LOAD. INDIVIDUAL TREADS SHALL BE DESIGNED FOR 300 POUND CONCENTRATED LOAD. THE STAIR DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER SHOWING THE COMPLETE ASSEMBLY AND ATTACHMENTS TO THE SURROUNDING STRUCTURE. THE ATTACHMENTS SHALL BE DETAILED SUCH THAT NO TORQUE IS APPLIED TO THE SURROUNDING STRUCTURAL MEMBERS. THE CALCULATIONS AND SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. COLD -FORMED STEEL FRAMING CONSTRUCTION: THE DESIGN. INSTALLATION AND CONSTRUCTION OF COLD -FORMED CARBON OR LOW -ALLOY STEEL. STRUCTURAL AND NON-STRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH IBC SECTION 2211 AND AMERICAN IRON AND STEEL INSTITUTE (AISI) STANDARD S100-07/SI-10 AND S200-07 AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA). OR PRE -APPROVED EQUAL, IN ACCORDANCE WITH SSMA ICC ER-4943P AND S200.07. ALL 54 MIL AND HEAVIER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 50. CLASS 1, FY=50 KSI, ALL 43 MIL AND LIGHTER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ. GRADE 33, FY=33 KSI. BRIDGING PER MANUFACTURER'S REQUIREMENTS AND AS SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO PLACING OF ANY CONSTRUCTION LOADS. ALL RUNS SHALL BE RIGIDLY ANCHORED TO END WALLS. EXTERIOR WALL AND BEARING WALL COLD -FORMED STEEL FRAMING: COLD -FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS. INTERIOR NON -BEARING WALL. CEILING, SOFFIT AND OTHER MISC. COLD -FORMED STEEL FRAMING: COLD - FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE. SIZE, AND THICKNESS AS INDICATED IN THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. AND SHALL CONFORM TO THE MINIMUM PERSCRIPTIVE REQUIREMENTS OF THE GYPSUM CONSTRUCTION HANDBOOK BY CGC, INC. FRAMING CONDITIONS THAT EXCEED THE WEIGHT, SPAN OR HEIGHT LIMITATIONS SHALL BE CONSTRUCTED USING APPLICABLE DETAILS ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING. FABRICATION AND ERECTION OF ALL COLD -FORMED FRAMING NOT SPECIFICALLY DETAILED IN THE GYPSUM CONSTRUCTION HANDBOOK OR ON THE STRUCTURAL DRAWINGS, THE DESIGN AND DETAILING OF THE COLD - FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. COLD -FORMED STEEL FRAMING SUBSTITUTION: AT THE CONTRACTOR'S OPTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF THE INTERIOR NON -BEARING COLD - FORMED STEEL FRAMING NOT OCCURING AT BRICK VENEER AND THE CONNECTION OF THE COLD -FORMED STEEL FRAMING TO THE STRUCTURE. THE DESIGN AND DETAILING OF THE COLD -FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. POWDER ACTUATED FASTENERS: SHALL BE X-U UNIVERSAL KNURLED SHANK FASTENER BY HILTI OR PRE - APPROVED EQUAL. INSTALL PER ALL MANUFACTURER'S PUBLISHED RECOMMENDATIONS. COLD -FORMED STEEL TO STRUCTURAL STEEL: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X-U LOW -VELOCITY FASTENER- FASTENER TIP SHALL PENETRATE STRUCTURAL STEEL. COLD -FORMED STEEL TO CONCRETE: UNLESS NOTED OTHERWISE, PROVIDE 0,157" SHANK DIAMETER X-U LOW -VELOCITY FASTENER - EMBED 1-1/2" MINIMUM INTO CONCRETE. UNLESS NOTED OTHERWISE. SLIP CONNECTIONS: THE STEEL NETWORK "VERTICLIP" OR PRE -APPROVED EQUAL MATCH CLIP WITH STUD SIZE AND THICKNESS. ATTACH PER MANUFACTURER'S REQUIREMENTS. METAL -BACKED GWB STRUCTURAL PANELS: SHALL BE "SURE -BOARD SERIES 200" STRUCTURAL PANELS BY CALIFORNIA EXPANDED METAL PRODUCTS CO. (CEMCO). OR APPROVED EQUAL. PANELS ARE TO BE INSTALLED VERTICALLY WITH ALL EDGES BLOCKED. FIBER -REINFORCED CEMENT BOARD: SHALL BE "VIRO-DECK" CEMENT BOARD AS MANUFACTURED BY ALLIED BUILDING PRODUCTS, OR APPROVED EQUAL, MANUFACTURER TO PROVIDE FASTENERS AND ACCESSORIES AS REQUIRED TO ACHIEVE FIRE RATINGS AS NOTED ON ARCHITECTURAL DRAWINGS. REVIEWED FOR CODE COMPLIANCE APPROVED JA)I 04 201E City of Tukwila BUILDING DIVISION CODE CO: LIAiHCE APP OVIID JUL 0 5 201E City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing Tile: GENERAL NOTES 6,14,2018 Drawn By: BCE Project N. 16.08 Sheet No. S1.01 BLAB ARCHITECTS. P.S. A MISCELLANEOUS: PRE -APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY. AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER. ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS!SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. I STRUCTURAL ENGR. BLDG. DEPT 1. ICONCRETE MIX DESIGNS X 2 REINFORCING STEEL SHOP DRAWINGS 3. MASONRY WALL REINFORCING DRAWINGS 4 VENEER ANCHORAGE SYSTEMS 5. ISTRUCTURAL STEEL X 6. IOPEN-WEB STEEL JOISTS 7- IMETAL DECK B. TOLD -FORMED STEEL FRAMING 9. IPREFABRICATED METAL STAIRS AND LANDINGS X X D. (MISCELLANEOUS STEEL X 11. !CONDUIT EMBEDDED IN CONCRETE 12. ;CONTRACTOR'S STATEMENT OF RESPONSIBILITY X x DEFERRED SUBMITTALS THE FOLLOWING ARE NOT INCLUDED WITH THE BUILDING PERMIT DRAWINGS AND SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL AS A DEFERRED SUBMITTAL. SUBMITTALS SHALL BEAR THE SEAL OF AN ENGINEER LICENSED IN THE STATE OF THE PROJECT AS NOTED. ENGINEER STAMP REQUIRED 1. (OPEN -WEB STEEL JOISTS I SE 2 (COLD -FORMED STEEL FRAMING I SE 3 !PREFABRICATED METAL STAIRS AND LANDINGS I SE 4. (FALL RESTRAINTS ! SE SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS, THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL D INSPECTION SECTION: E F G oo H J K J 0 STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC ''. COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X X IBC 1705.6 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X STEEL CONSTRUCTION MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS AND WASHERS X AISC 360 CHAPTER N5 HIGH -STRENGTH BOLTING A. SNUG -TIGHT JOINTS B. PRETENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT WITH MATCHMARKING, TWIST OFF BOLTS OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION X X • AISC 360 CHAPTER N5 I AISC 341 CHAPTER J7 ' I AISC 360 CHAPTER N5 I AISC 341 CHAPTER J6 1 MATERIAL VERIFICATION OF STRUCTURAL STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 B. MANUFACTURERS CERTIFIED MILL TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE I MANUFACTURER TO PROVIDE X ! CERTIFIED MILL TEST REPORTS X i j MANUFACTURER TO PROVIDE X I I CERTIFICATE OF COMPLIANCE X ,i AISC 360 CHAPTER N5 INSPECTION OF WELDING A. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS B. MULTI -PASS FILLET WELDS C. SINGLE -PASS FILLET WELDS> 5/16" D. PLUG AND SLOT WELDS E. SINGLE -PASS FILLET WELDS <_ 5/16" F. FIELD -INSTALLED WELDED STUDS G. WELDING OF STAIRS AND RAILING SYSTEMS X X X X - X X X SPECIAL INSPECTIONS IN THIS ' SECTION ARE WAIVED WHERE j FABRICATION IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED IN ACCORDANCE WITH IBC SECTION 1794.2.5 AISC 360 CHAPTER N5 AISC 341 CHAPTER J6 '�, AWS D1.1 '.. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS X STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS B.MANUFACTURER'S CERTIFIED TEST REPORTSL. X X X X ! X X X X X X X ( APPLICABLE ASTM I MATERIAL STANDARDS INSPECTION OF WELDING A. COLD -FORM STEEL DECK WELDS B. REINFORCING STEEL: 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706 2. REINFORCING STEEL IN MOMENT FRAMES AND BOUNDARY ELEMENTS 3. SHEAR REINFORCEMENT 4. OTHER REINFORCING STEEL ! 5. OPEN WEB STEEL JOISTS & JOIST GIRDERS A. END CONNECTIONS - WELDING OR BOLTED 8. BRIDGING - HORIZONTAL OR DIAGONAL 1. STANDARD BRIDGING 2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 ', I AWS D1.3 ' AWS D1.4 ACI 318 SECTION 3.5.2 IBC 1705.2.3 SJI SPECIFICATIONS I LISTED IN SECTION 2207.1 I SJI SPECIFICATIONS I LISTED IN SECTION 2207.1 CONCRETE REINFORCING STEEL AND PLACEMENT X SPECIAL INSPECTIONS NOT REQUIRED FOR THE FOLLOWING CONDITIONS: NON-STRUCTURAL SLAB ON GRADE ACI 318: CH 20, 25.2. 25.3, 26.6-1 TO 26.6-3, IBC 1908.4 ANCHORS CAST IN CONCRETE -PRIOR TO AND DURING PLACEMENT OF CONCRETE X ACI 318: 17.8.2 AISC 360 SECTION N7 ANCHORS POST -INSTALLED IN HARDENED CONCRETE X ACI 318: 3.8.6, 8.1.3, 21.2.8 18C 1909.1 STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS I PERIODIC 'I,, COMMENTS REFERENCES CONCRETE CONT. VERIFY USE OF REQUIRED DESIGN MIX ''� X : ACI 318, CH 19 2 C31 I ACI ASTM C172.4, 31.12 IBC 1908.10 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP , X AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 318: 26.5 IBC 1908.6, 1908.7, 19088 MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES '' X ACI 318: 26.5,3 TO 26.5.5 IBC 1908.9 VERIFICATION OF IN -SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS '� ' X I ACI 318: 26.11.2 ,. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED j ' ACI 318: 26.11.1.2(b) X MATERIAL VERIFICATION OF REINFORCEMENT STEEL FOR ASTM A615 REINFORCING I MANUFACTURER SHALL PROVIDE MILL TEST 1 REPORTS. CONTINUOUS INSPECTION FOR ALL WELDS GREATER THAN 5/7' FILLET. i PERIODIC INSPECTION FOR FILLET WELD 5/166' AND SMALLER ACI 318: 26.6.4 AWS D1.4 IBC 1705.3.1 TESTING OF MATERIALS X IBC 1705.3.2 COLD -FORMED STEEL FRAMING SCREW ATTACHMENT, WELDING, BOLTING, ANCHORING AND FASTENING OF ELEMENTS OF SEISMIC RESISTING SYSTEM INCLUDING SHEAR WALLS.BRACES, DIAPHRAGMS, COLLECTORS (DRAG STRUTS) AND HOLDOWNS X NOT REQUIRED WHERE SHEATHING IS GYPSUM BOARD OR FIBERBOARD OR WHEN THE SHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEETS ON (1) SIDE AND WITH SCREWS SPACED GREATER THAN 4'0.C. IBC 1705.12.3, 1705.17.3 AWS 01.3 EXTERIOR WALLS X IBC 1705.10.3, 1705.11.5 FIRE- RESISTANT MATERIALS SPRAYED FIRE-RESISTANT MATERIALS X IBC 1705.14 MASTIC AND INTUMESCENT COATINGS X I IBC 1705.15 SUSPENDED CEILINGS ANCHORAGE AND SEISMIC BRACING X I ASCE 7-10, APPENDIX 11A ANCHORED VENEER INSPECTION PROGRAM SHALL VERIFY: 1. SIZE, TYPE OF VENEER ANCHORS 2. SIZE, GRADE OF JOINT REINF. 3. PROPORTIONS OF MORTAR 4 CONSTRUCTION OF MORTAR JOINTS 5. INSTALLATION OF TIES i VERIFICATION AT BEGINNING OF I IBC 1705.12.5, 1705.4 X ;CONSTRUCTION I TMS 402 / ACI530 / ASCE5 X I I X X X VIBRATION ISOLATION SYSTEMS INSTALLATION OF SYSTEMS REQUIRING 51/4 INCH CLEARANCE BETWEEN EQUIPMENT SUPPORT FRAME AND RESTRAINT X IBC 1705.12.6, 1705.12.8 ELECTRICAL EQUIPMENT ANCHORAGE OF EQUIPMENT TO STRUCTURE X ', SPECIAL INSPECTION ONLY REQUIRED IN ! SEISMIC DESIGN CATEGORY E OR F IBC 1705.12.5.6 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: n PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. REVIEW OF TESTING AND INSPECTION REPORTS. ro REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CON HACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORS STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. ABBREVIATION LIST 8 AT NOR HANGER A.B. ANCHOR BOLT HORIZ. HORIZONTAL ADD'L ADDITIONAL H55 HOLLOW STRUCTURAL SECTION A.F.F. ABOVE FINISH FLOOR HT HEIGHT AL T. ALTERNATE INT. INTERIOR ARCH. ARCHITECTURAL JST JOIST BL 015 BUILDING JT JOINT BLK'G BLOCKING L ANGLE BM BEAM L.L. LIVE LOAD B.O.D. BOTTOM OF DECK LLH LONG LEG HORIZONTAL B.O.F. BOTTOM OF FOOTING LLV LONG LEG VERTICAL 50T. BOTTOM LOG. LOCATION BRG BEARING L5L LAMINATED STRAND LUMBER BTWN BETWEEN LVL LAMINATED VENEER LUMBER B.U. BUILT UP MAX. MAXIMUM (0- ) CAMBER M.B. MACHINE BOLT GANT. CANTILEVER MECH. MECHANICAL G.F.S. GOLD -FORMED STEEL MEZZ. MEZZANINE G.J. CONTROL/CONSTRUCTION JOINT MFR MANUFACTURER 0 CENTERLINE MIN. MINIMUM GLR. CLEARANCE MISG, MISCELLANEOUS GM1 CONCRETE MASONRY UNIT MTL METAL GOL COLUMN N.F. NEAR FACE GANG. CONCRETE N.S. NEAR SIDE CONN. GONNEGTION NT5 NOT TO SCALE (ANSI. CONSTRUCTION 0.0 ON CENTER CONT. CONTINUOUS OPN'G OPENING GONTR. CONTRACTOR OPP. OPPOSITE WORD. COORDINATE P.A.E. POWDER ACTUATED FASTENER G.P. COMPLETE PENETRATION PERP. PERPENDICULAR GTR'D CENTERED R PLATE G.Y. CUBIC YARD P.P. PARTIAL PENETRATION DBL. DOUBLE P.P.T. PRESERVATIVE PRESSURE TREATED D.F. DOUGL A5 FIR P.S.F. POUNDS PER SQUARE FOOT DIA. OR 0 DIAMETER PSL PARALLAM D1AG. DIAGONAL P.T. POST TENSION DIM. DIMENSION ABBREVIATION LIST (CONT.) D.L. DEAD LOAD PW. PLYWOOD DWG DRAWING REINF. REINFORCING DELL DOWEL REQ'D REQUIRED (E) EXISTING SCHE D. SCHEDULE EA. EACH 5.G.L.SHT'G STRUCTURAL COMPOSITE LUMBER E.F. EACH FACE SHT'G SHEATHING EL. ELEVATION SIM. SIMILAR ELEV. ELEVATOR 5.0.G. 51_ AB ON GRADE ENGR. ENGINEER 5Q. SQUARE Ea. EQUAL STD STANDARD E.W. EACH WAY STIFF. STIFFENER EXP. EXPANSION STL STEEL EXT. EXTERIOR STRUTT, STRUCTURAL FDN FOUNDATION TSS TOP6 BOTTOM F.F. FAR FADE T a G TONGUE AND GROOVE FLR FLOOR THR'D THREADED F.O.M. FAGE OF MASONRY T.O.F. TOP OF FOOTING F.0.5. FAGE OF STUD T.0.5. TOP OF STEEL FRM'G FRAMING TRT'D TREATED F.R.T. FIRE RETARDANT TREATED TTP. TYPICAL F.5. FAR SIDE U.N.O. UNLESS NOTED OTHERWISE FTG FOOTING U.T. UL TRASONIG TESTED GA. GAGE/GAUGE VERT. VERTICAL GAL V. GALVANIZED W/ WITH GL GLULAM WF, WORK POINT GR. GRADE WT WEIGHT GWB GYPSUM WALL BOARD W.W,R. WELDED WIRE REINFORCING HDR HEADER REVIEWED FOR CODE COMPLIANCE APPROVED JAN042019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE CO01PLL6NCE APPROVED JUL 05 2018 CMy of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing Title: GENERAL NOTES Dele: 6.19.2018 orawnBy: BCF Project No. 16.08 slleet No. or S1.02 BLRB ARCHITECTS. P.S. CJ C6 C8 A C D E F G 43 z-- 2'-0" 12 2'-0" ROOF WIND PRESSURES ZONE . EFFECTIVE WIND AREA 20fts i, SOit' 100ft2 • 16 I6 16 16 -23.8 -23.4 -22.8 -21.8 Ib I6 - ib 16 1 -39.3 -35.8 j -29.8 -25.8 16 16 ib 0 -49.9 -35.8 -25.8 36.5 -35 5 NOTES: I. PLUS 4 MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM ROOF SURFACE RESPECTIVELY. 2. WIND LOADS DERIVED FROM ASCE 7-10, DEAD LOAD AND/OR LIVE LOAD COMBINATIONS NOT INCLUDED. 3. EFFECTIVE WIND AREA FOR COMPONENTS 4 CLADDING ELEMENTS DEFINED A5 THE SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN 1/3 OF SPAN LENGTH, FOR CLADDING FASTNERS, THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT 15 TRIBUTARY TO AN INDIVIDUAL FASTNER. 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISE USE THE VALUE ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA. K \ PHASE 1 - NORTH WIND UPLIFT MAP I/O" = 1'-0" 7 \e REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 • City of Tukwila BUILDING DIVISION + REVIEWED FOR CODE COMPLIANCE APPROVED I1,041019. City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA,'1 SP+ �Pa,455E - 56i0 S 210d Sc�:e' 29611599 YW E: BLRB cam. Drawing Title ROOF WIND UPLIFT MAP PHASE 1 - NORTH °ata6.14,2018 Revised • RB ARCHITECTS. P S Drawn By ECF Project No. 16,08 Sheet No. 2 3 4 01) 7 a 9 18 9:15:25 AM A B c D F G H K 0 0 FOR ROOF FRAMING NOTES SEE SHEET 51.10 WIND UPLIFT MAP PHASE 2 - AREA J 1{) 1/S" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2010 City of Tukwila BUILDING DIVISION REVIEWED FOR DE COMPLIANCE APPROVED (1,11;)11 JAN 0 4 2019 City of Tukwila BUILDING DIVISION PHASE 2 - AREA J KEY PLAN <11) PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA SPOKANE- PORTLA.ND 1 BEND, " Wasthgtortle4P2 r EWE. ARCHITECTS, P.S. 0 9 rn A B C D E G H K FOR ROOF WIND UPLIFT NOTES SEE SHEET 51.10 PHASE 2 AND PHASE 4 WIND UPLIFT MAP REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 ty Tukwila miLDINGCiof DIVISION E �\..JJ REVIEWD FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION KEY PLAN Q PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District ROOF WIND UPLIFT MAP PHASE 2 & PHASE 4 BLRB ARCHITECTS, P.S. 22-4 1/4'' 5 Foster HS v2017 (Central) danh.rvt A D F G K LGIG ROOF DIAPHRAGM SHEAR RoOF SHEAR LOAD ZONE (ALLONABLE ROOF DIAPHRAGM SHEAR MAP PHASE 1 0 0 Fo 7 11 e 8 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 • City of Tukwila BUILDING DIVISION EVIEINED FOR - CODE COMPLIANCE ,_1A,p,NoVED = JAN 04 2019 City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District 1-A6mA•I spgnt ROOF DIAPHRAGM SHEA MAP PHASE 1 6.19.2018 BLOB ARCHITECTS, P.S. °'"`" BY BCF Proj0PN° 16.08 Sheet No, 6/15/2018 9:15: A B C D E F G H 2 FOR ROOF SHEAR LEGEND SEE SHEET 51.20 ei r 0 ROOF DIAPHRAGM SHEAR MAP PHASE 2 - AREA J = 8 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 City of Tukwila BUILDING DIVISION ti PHASE AREA E' KEY PLAN Q PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District B LRB TACOMA ROOF DIAPHRAGM SHEA MAP PHASE 2 - AREA J 6.14.2018 Project No, 16.08 Sheet No, BLRB ARCHITECTS, PS, A B C D E F FOR ROOF 5HEAR LEGEND SEE SHEET 51.20 PHASE 2 AND 4 ROOF DIAPHRAGM SHEAR MAP I/61 = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB TACOI AI ROOF DIAPHRAGM SHEA MAP PHASE 2 & 4 Sheet No, S1.22 BLRB ARCHITECTS, P S- 2_. 32 P5F 8 9 A B c D E F G H K 0 VERT, FADE --- "DRF"=DRIFT > LOAD (PSF) PER MAP 13 PSF SNOW LOAD — ROOF OVERHANG PER PLAN "W" (FT) PER MAP RTFT LOA UNIFORM I OAD CASE UNIFORM DRIFT LOAD WHERE "W" IS NOT INDICATED 25 P5F SNOW LOAD - TYP. NOTES: 1. SEE GENERAL NOTES FOR SNOW DESIGN CRITERIA. 2. SNOW DESIGN SHALL BE BASED ON THE MAXIMUM EFFECTS OF UNIFORM, DRIFT, OR SLIDING GASES TAKEN INDIVIDUALLY. 3. DESIGNER SHALL CONSIDER UNBALANCED LOADING PER ASGE 1. NORTH SNOW DRIFT MAP PHASE 1 A 24 P5F P REVIEVVED FOR CODE COMPLIANCE APPROVED JAN 04 2)19 City of Tukwila BUILDING DIVISION R`.. EVI JUWD20F8ORCODE COMPLIANCE APPROVED pity BUILD GTDIVVIISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District ❑rat,ng Ttie' SNOW DRIFT MAP PHASE 1 VS()3•Yi4a`ny '1' ®'�l^'i? .Y+q�r �'.#," &LRS ARCHITECTS, P.S. Pr5ed No, 16.08 Sheet No. 9 2017 (CentraLdanh.rvt C:N_Revit Models \ 16325 Fo A B K 131 FOR SNOW DRIFT MAP NOTES SEE SHEET 51.30 11-3' 9_ 1-5 SNOW DRIFT MAP PHASE 2 - AREA J 1/3" 11-0" 35 P5F 0 / I 35 P5F 303 "11-6" 1 1'1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila ILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2015 City of Tukwila BUILDING DIVISION VOEWE JUL 0 3 2015 1 REID MIDDLETON, INC. E ll ft-}1 KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA 1 SPOKANE 1 FOftTLAND aFtdD o A B C D E F G K LEE'E:j:Lz FOR SNOW DRIFT MAP NOTES SEE SHEET SI.30 SNOW DRIFT MAP PHASE 2 AND 4 I/8" = 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION KEY PLAN a PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB ARCHITECTS. P.S. 0 A B C D E F G H K FLATWISE H555x4x1/2 - TYP 6 PLACES T.O.S. = 2'-6" 2-6" WIDE CONT. FTG - 3 � E-MANUFACTURED 53,a+0 TAIRS /4" 3 �'-- 2'-0" WIDE THICKENED SLAB - SEE FOUNDATION PLAN PHASE 1 - AREA A VB" = 1'-0" FOUNDATION NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2 3. .4'-I0 T/8' VENEER ON EXTERIOR WALLS PER ARCHITECTURAL SEE GENERAL NOTES FOR VENEER TIES. CONTROL JOINTS IN VENEER ARE NOT SHOWN ON STRUCTURAL PLANS, SEE ARCHITECTURAL FOR LOCATIONS. INDICATES CONTINUOUS CONCRETE WALL FOOTING. FOR TYPICAL FOOTING AND FOUNDATION WALL DETAILS 5EE SHEET 53.01. FOOTING WIDTH ("W') = 2-0" UNLESS NOTED OTHERWISE ON PLAN. CENTER FOOTINGS ON CONCRETE STEM WALL. INDICATES 6005162-54 AT 16" O.G. EXTERIOR METAL STUD WALL UNLESS NOTED OTHERWISE IN PLANS OR DETAILS. FOR SCHEDULE SEE 1/55.41. FOR TYPICAL METAL STUD WALL DETAILS SEE SHEETS 55.40, 55.41, 55.42 4 55.43. INDICATES GOLD FORMED STEEL SHEAR HALL - SEE 5/55.40 FOR SCHEDULE INDICATES CONCRETE SPREAD FOOTING. FOR SCHEDULE SEE 9/53.01. INDICATES BRACED FRAME. FOR ELEVATIONS, BRACE SIZES AND DETAIL GALLOUTS 5EE SHEET 55.30, 55.314 55.32. INDICATES STEEL COLUMNS ORIGINATING AT FOUNDATION LEVEL. ALL COLUMNS ARE CONTINUOUS TO ROOF UNLESS NOTED OTHERWISE. FOR TYPICAL ANCHOR ROD/BOLT DETAILS 5EE 5/53.01 4 10/53.01. 4'-0" DEEP FTG 4'-10 1/8 12,. 3" 44'-I01/4" 4'-10 4'-a" D EP TG W/ (8) #8 CONT. REINF. T4 B 4" SHOTGRETE AT REMAINING MASONRY WALL / 4" SLAB ON GRADE W/ FIBROUS REINF. (1.5#/Gll. YD) - SEE 9. INDICATES SLOPED AND/OR DEPRESSED SLAB ON GRADE. 5EE ARCHITECTURAL FOR EXACT LOCATIONS. FOR TYPICAL REINFORCING SEE 5/53.00, 6/53.00 4 1/53.00. 10. FOR TYPICAL FOUNDATION AND CONCRETE SLAB ON GRADE DETAILS SEE SHEETS 53.00 4 53.01, FOR PENETRATION IN SLAB ON GRADE, 5EE 4/53.00 INDICATES NON-STRUCTURAL STUD WALLS. ALL WALLS ARE NOT SHOWN. FOR LOCATION SEE ARCHITECTURAL. FOR BRACING AT TOPS OF WALLS SEE 1/55.43. FOR SCHEDULE AND TYPICAL FRAMING 5EE SHEETS 55.40 4 55.41. 12. FOR SITE STRUCTURES INCLUDING CANOPIES, WALKWAYS, SITE SIGNS, ETC, SEE ARCHITECTURAL. 13. TOP OF FOOTING ELEVATIONS = -1'-0" UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. 14. FOR TYPICAL PLACEMENT OF STEM WALL REINFORCEMENT, STEPS IN FOOTINGS, AND FOUNDATION CONSTRUCTION JOINTS, 5EE 4/53.01, I/53.01, AND 6/53.01 15, FOR REINFORCEMENT AROUND OPENING 1N WALLS SEE 5/53.01 16. FOR PIPES NEAR FOOTINGS SEE 3/53.01. FOR PIPES OVER 12" DIAMETER UNER SLAB SEE 9/53.00. IT. FOR TYPICAL CONCRETE STAIRS ON GRADE SEE H/53.00. 4'-10 T/3 _ -'-10 1/8" 4'-10 '1/8"'5'-5 ``- ADM_ SLAB _ REINFORCEMENT AT SLAB PENETRATION 5EE©- TYP. /8" WIDE CONT. FTG 2'-0" WIDE THICKENED SLAB - 5EE Aft PRE-MANUFA®E STAIRS T.O.F. EcB 0 REVIET/SO FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL O5 2010 • City of Tukwila BUILDING DIVISION KEY PLAN a PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District FOUNDATION PLAN PHASE 1 - AREA A NLRB ARCHITECTS, P.S. A B C TYP. AT OPN'6 D E) F5.5 E OP i'-6" CONT. FT6 F G H 8 -3 3/4" DEMO FT6 TO GLR. CONT. FT6 V LJ W 0 FOR FOUNDATION NOTE5 SEE SHEET 52.11A 2'-0" WIDE THICKENE SLAB - SEE FOUNDATION PLAN PHASE 1 - AREA B - - 1f8" = I-D" K FLATWISE H555x4x5/I6 HIGH - TYP. 3 PLACES 4'-O" DEEP FT6 — 2'-6" WIDE CONT. FT6 --- FLATWISE H555x4x5A6 HIGH 0 2 4" SLAB ON GRADE W/ FIBROUS REINF.. (1.5✓✓/GU. YD) - SEE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 • City of Tukwila BUILDING DIVISION EVil EWE D JUL 0 3 201E I REID MIDDLETON, INC. KEY PLAN Q PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing 'Ede: FOUNDATION PLAN PHASE 1 - AREA B BLRB ARCHITECTS. P.S. 4 5 7 8 9 A D E F G H J LL vsl — 8" GM.) WALL 7/ fib 6 16" O.G. VERT. REINF. �.�,---- 6" GONG. �= 44 ®1&" WAY - SEEQ FOR FOUNDATION NOTES SEE SHEET 52.IIA FOUNDATION PLAN PHASE 1 — AREA G b, = l,_m„ REVIEVvED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 052010 City of TukvAla BUILDING DIVISION ) VDLC WED JUL 0 3 2010 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB ARCHITECTS. P.S. 8 9 A C D E F FLATWISE H555x4x5/16 HIGH 4 LOW - TYP (6 PLACES) --- 11101111 (4) #4 P® SEISMIC. JOINT MATCHLINE T,0,5,x13'-6)5 TOP. - U.N.D. 5-1 T/8" _-,_„4'-I0 TB" —41 (4) F4 G 6" OOGG. WI6x26 <I6 6x26 <16> (G=l/2" 11I6x26 56> (C=1/2' 6k26' 31 WI6x26 <I6> (G=1/2) 12x1q <12 14112xlq <12> (E) W18x3° CONN PER 4-10 1/8" ,A'-10 7/0" Ib> 16x26 <I6> (G=1/2') 26 <16> (0=1/2") 16x26 <16> (G=1/2" 26 <16> (0=1/2') OPEN 26 <16> (6=1/2") 6x26 <Ib (4) #4 0 6" O.G. W16426 <16> 21x44 <20> OPEN SEISMIC JOINT (0'-6") ---- PRE -MANUFACTURED STAIRS SECOND FLOOR FRAMING PLAN PHASE 1 - AREA A I/O' = 1'-0" FLOOR FRAMING NOTES 1 INDICATES BRACED FRAME FOR ELEVATIONS, BRACE SIZES AND DETAIL GALLDUTS SEE SHEET 55.30, 55.31 4 55.32. ALL BEAMS THAT ARE PART OF A BRACED FRAME SHALL BE CONSIDERED "COLLECTOR" BEAMS. 2. SEE FOUNDATION NOTES FOR EXTERIOR STUD WALL REQUIREMENTS. 3. 4. INDICATES STEEL COLUMNS ORIGINATING AT FLOOR LEVEL UNLESS NOTED OTHERWISE. INDICATES TYPE OF CONTINUOUS COLUMN FROM LEVEL BELOW AND CONTINUING ON TO LEVEL ABOVE. 5. o ( INDICATES STEEL COLUMN DISCONTINUING AT FLOOR LEVEL. 6. INDICATES PENETRATION IN FLOOR STRUCTURE. SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL FOR ADDITIONAL OPENINGS. FOR TYPICAL REINFORCING AROUND OPENINGS SEE 2/55.01. 7. FOR TYPICAL COMPOSITE BEAM AND METAL DECK DETAILS SEE SHEET 55.01. FOR SLAB CONSTRUCTION JOINTS 4 DECK JOINTS SEE 3/55.01 4 4/55.01 RESPECTIVELY 8. NON-STRUCTURAL STUD WALLS ARE SHOWN SCREENED FOR REFERENCE ONLY. FOR LOCATION SEE ARCHITECTURAL. FOR BRACING AT TOPS OF STUD WALLS SEE 1/55.43. 9. INDICATES DIRECTION OF SPAN FOR METAL DECK. 1,1I6x26 <I6> 6x26 <I6> (G=1/2") 6x26 <I6> (G=I/2 6x26 <16> BF\ (12) #4 6" O.G. n SEISMIG� s JOINT T (E) W14x30 - � m (0'-6") tOr m _ .» 91 24x55-< 2 4'-10 16> 26 <16 26 <16> (G= (6) #4 8 12" O.G. WI6x26<16> (G=1/29 6x26 c16> (G=I/2") — G'NN P R SEISMIC. JOINT SI 10. FOR TYPICAL STEEL CONNECTION DETAILS SEE SHEET 55.10. SEE BRACED FRAME ELEVATIONS FOR CONNECTION GALLOUTS. ALL BEAMS THAT ARE PART OF A BRACE FRAME SHALL BE CONSIDERED "COLLECTOR" BEAMS. INDICATES THE TOTAL QUANTITY OF SHEAR STUDS. SPACE STUDS PER 9/55.01 INDICATES BM/GIRDER CAMBER IN INCHES INDICATES BM/GIRDER SIZE ,� 3/55.10 1/55.10 ,J TOP. TOP. U.N.O. U.N.O. 1500# 11I0/x35 (G=1/2") <I6> `j 4 PLAN CALLOUTS 11 INDICATE SPECIAL CONNECTION DETAIL OPEN -= 4'-10 1/8"-. (121 1,4 0 6" O.G. 16x26 <I6> 9 WI6x26 <16 WI6x26 <16> (C=1/2') WI6x26 <lb> (G=1/2" (12) #4 o 6" O.G.' Ibx26 <I6> (G=1/2") WI6x2 16x26 <16> (G=1 26 <I6> (G=1/2") CONN PER 26 <16> I� i_-0> . WI6x26 <14> WI6x26 <16> (G=1/2". a WI2x14 <8> '� " WI6x26 <lb> 141I6x26 <14> N - - W24x60 -.- -- ___a_ W> W16x26 <I4> INDICATES A LATERAL (COLLECTOR) CONNECTION. FOR DETAIL GALLOUT SEE PLANS. INDICATES MOMENT CONNECTION. PER 5/55.10 — CANTILEVER BEAM SECTION 15 I."— THE SAME SIZE AS THE BACKSPAN U.N.O. INDICATES MECHANICAL UNIT AND MAXIMUM WEIGHT. SEE MECHANICAL FOR OPENINGS IN FLOOR AND PROVIDE FRAMING AROUND OPENINGS PER 2/55.01. SEE ARCHITECTURAL FOR ADDITIONAL INFORMATION INCLUDING PERIMETER WALL FRAMING. SEE MECHANICAL FOR HOUSEKEEPING PADS. FOR TYPICAL REINFORCING DETAIL FOR PADS SEE 7/55.01. O6) #4 6" 0.G y6'-6 12. 13. 14. (20) P4 6 0.G. (10)I#4 6 6" 0 G --� 4" 15'-3" PRE -MANUFACTURED _STAIRS .--_ OPEN W12x1q <8> 8x40 <20> a -INDICATES STRUCTURAL WALL BELOW EXTENDING TO FLOOR STRUCTURE. SEE ARCHITECTURAL FOR DEPRESSED/SLOPED ELEVATED SLABS. MAXIMUM DEPRESSION = I/2'. �-'--" ,INDICATES NON-STRUCTURAL STUD WALLS. ALL WALLS ARE NOT ' SHOWN. FOR LOCATION SEE ARCHITECTURAL. FOR BRACING AT TOPS OF WALLS SEE DETAIL 1/55.43. FOR SCHEDULE AND TYPICAL FRAMING SEE SHEETS 55.40 4 55.41. 15. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE. I" GLR.I ADD' ADD'L REINF. PER PLAN GROUP REINF. AT LOW FLUTE AS REQ'D SI AB REINFORCEMENT DFTAII 20 GA. W2 DECK W/ GONG. TOPPING (TOTAL SLAB THICKNESS = 5'h11/ - SEE 4) #4 0 6" O.G. FOR CANOPY FRM'G BELOW REV)EINE0 FOR CODE COMPLIANCE APPROVED JAN 04 2012 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION KEY PLAN a PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District SECOND FLOOR FRAMING PLAN PHASE 1 - AREA A BLRB ARCHITECTS. P.S. A E F 5/2018 9:16:29 AM 51 FOR FLOOR FRAMING NOTES 5EE SHEET 52.12A ((0) E4 ) 0 0 3 OPEN =LT._ 6005250-65 B.U. HDR ABOVE 4 BELOW NIEGH LOUVER (E)141.21x114 MATCHL1NE SECOND FLOOR FRAMING PLAN PHASE 1 - AREA B SEISPIIC, JOINT \ (0'-44") SEISMIC. JOINT --/4+ / // // FOR CANOPY FIRKG BELOW 6 -5 <4, ((2) 44 0 6'' FLATINISE H555x4x5/16 HIGH A LOIN FLATINISE H555x4x5/16 HIGH 4 LOIN - 000 (3 PLACES) 3°' \ 0 0Q SEISMIC (0,6") -- 20 GA. 042 DECK 44/ CONC., TOPPING (TOTAL 51_ AP THICK 55 5(5) - SEE TTP. SEISMIC. JOINT (0,69 20 GA.142 DECK II/ CONC. TOPPING (TOTAL ' SLAP THICKNESS = 44) /4. SEE STAIR FRAMING PLAN 1/4 = 0-0 FOR CANOPY FRM'& BELOW REVIEVAED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 201B • City of Tukwila BUILDING DIVISION PHASE 1 • AREA A Vll EWE JUL 0 3 2013 REID MIDDLETON, INC. r]E'rn).1 KEY PLAN <ID PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA ; SPOP.AffIfE PCRT LP\ ND I BEISC, IMPadIkAve. 41.1114AtonAN4.2 0000040900 SECOND FLOOR FRAMING PLAN PHASE 1 - AREA B °Me 6.14.2018 iiiii1111111111111111 Draw' BY ECF Project No. 16.08 Sheet No. S2.12B of MRS ARCHITECTS, P.S. A B D D E Ibx2 W18x55 W10x12 SEISMIC JOINT (0'-6") 2z14 PL ACES) 6 -0'± ALIGN 1^V PANEL POINT - GOORD.W/ JST MFR - TYP. ROOF FRAMING PLAN PHASE 1 - AREA A TY 2 PAAGE _WIbx26 CONN PE W16x26 W18x55 0 21 x50 — SEISMIC (E) 24K7 JOINT ) SIM (E) 24K1 51 T.0.5.= 28' 13/" SEISMIC, JOINT (0'-6") W16x26 v (V 0 ISx40 W16x26 W16n26 4 (C=3/4") W12x14 WI2x14 TYP 16x26 (. (3 PLACES) ..-- 20 GA. 11,S" TYPE "B" METAL DECK - SEE W18+35 N 0 j ROOF FRAMING NOTF5 INDICATES LIGHT GAUGE METAL 511U2 WALL EXTENDING ABOVE ROOF TO FORM A PARAPET. INDICATES WALL BELOW EXTENDING TO ROOF STRUCTURE. I. M 2. 3. "24LH (400/200) (G=_")" 5. 6. TYP, U.NO. ON PLANS 24' INDICATES DEPTH OF JOIST, "LH" INDICATES TYPE OF STEEL JOIST, '400" INDICATES TOTAL LOAD PER LINEAL FOOT AND "200" INDICATES LIVE LOAD PER LINEAL FOOT. BASE LINEAL LOADS ARE 400/200 U.N.O., "C=_" INDICATES MAXIMUM CAMBER ON THIS PARTICULAR JOIST DUE TO ITS CLOSE PROXIMITY TO A PARALLEL CMU WALL. LOADS INDICATED ON DRAWINGS AND IN DETAILS ARE IN ADDITION TO THOSE NOTED ABOVE INCLUDING BRACING LOADS AND MECHANICAL UNIT LOADS. SNOW DRIFT LOADS ARE NQI INCLUDED IN JOIST LINEAL LOAD CALLOW.. REFER TO SHEET 51.30, 51.30, 51.31, 51.32 FOR SNOW DRIFT LOADS TO BE ADDED TO JOISTS. 5EE 5/55.20 FOR ADDITIONAL "ADD LOADS" IN BASE DESIGN OF JOISTS. INDICATES MECHANICAL UNIT BELOW HUNG FROM ROOF JOISTS WITH MAXIMUM WEIGHT SHOWN. FOR TYPICAL SUPPORT DETAIL SEE 5/55.20, FOR CLARITY, ONLY LARGE (OVER 60011) UNITS HUNG FROM ROOF JOISTS ARE SHOWN. FOR SUPPORT FRAMING AT MECHANICAL UNITS AND FANS (LESS THAN 6000p) SEE 6/55.21. SEE MECHANICAL FOR LOCATIONS. INDICATES DIRECTION OF SPAN FOR METAL DECK. FOR TYPICAL METAL DECK SEE SHEET 55.00. INDICATES PENETRATION IN ROOF. NOT ALL OPENINGS ARE SHOWN, FOR ADDITIONAL MISCELLANEOUS OPENINGS IN ROOF SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE 4/55.00 FOR TYPICAL SUPPORT AROUND OPENINGS. 1. FOR MAXIMUM ALLOWABLE MISCELLANEOUS LOADS SUPPORTED FROM ROOF JOISTS SEE 5/55.20. GENERAL CONTRACTOR SHALL COORDINATE MAIN SPRINKLER LINE SUPPORT LOCATIONS WITH JOIST MANUFACTURER PRIOR TO SHOP DRAWING SUBMITTAL TO DESIGN TEAM. 8. FOR TYPICAL STEEL CONNECTION DETAILS SEE SHEET 55.10. SEE BRACED FRAME ELEVATIONS FOR CONNECTION CALLOUTS. ALL BEAMS THAT ARE PART OF A BRACE FRAME SHALL BE CONSIDERED 'COLLECTOR" BEAMS. INDICATES BM/GIRDER CAMBER IN INCHES INDICATES BM/GIRDER SIZE 3/55.10 1/55.10 ')TYP. TYP. U.N.O. U.N.O. W18x35 (C=1/2") a IbK (300/150) PLAN GALLOUTS INDICATE SPECIAL CONNEGTIO N DETAIL 4 INDICATES MOMENT CONNECTION. PER 5/55.10 — CANTILEVER BEAM SECTION 15 THE SAME l--J— SIZE AS THE BAGKSPAN U.N.O. 9. (,/ INDICATES TYPE OF CONTINUOUS COLUMN FROM LEVEL BELOW AND CONTINUING ON TO LEVEL ABOVE. 10. o H INDICATES STEEL COLUMN DISCONTINUING AT ROOF LEVEL. II. "405 5N 18.4K" 40 INDICATES DEPTH OF JOIST GIRDER. 5 INDICATES NUMBER OF JOIST SPACES - SEE PLAN. 18.4 INDICATES TOTAL LOAD AT JOIST BEARINGS IN KIPS. NOTE: LOADS DO NOT INCLUDE THE SELF WEIGHT OF THE GIRDER OR OTHER ADD LOADS SHOWN ON PLANS. 12. JOIST BRIDGING 15 NOT SHOWN ON ROOF FRAMING PLAN FOR CLARITY SINGE LAYOUTS AND SPACING VARY PER MANUFACTURER. FOR TYPICAL CONNECTIONS AT END OF BRIDGING ROWS SEE 6/55.20, 1/55.20 4 8/55.20. JOIST MANUFACTURER TO PROVIDE ALL BRIDGING AND ERECTION AIDS PER SJI. 13. FOR ROOF MOUNTED BASKETBALL HOOPS 5EE ARCHITECTURAL. FOR TYPICAL SUPPORT DETAIL SEE 2/55.21. 14. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS / ORNAMENTAL (NON- STRUCTURAL/ STEEL THROUGHOUT THE BUILDING, 15. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE. lb. FOR WIND UPLIFT MAP, ROOF DIAPHRAGM SHEAR MAP AND SNOW DRIFT MAP FOR PHASE 1 - NORTH, PHASE 1 - SOUTH, PHASE 2 4 4 SEE SHEETS 51.10, 5L11, 51.12, 51.20, 51.21, 51.22, 51.30, 51.31, 51,32 RESPECTIVELY RE I L1'>ED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 052010 City of Tukwila BUILDING DIVISION PHASEI- JULIn 0 3 2098 V AREA REID MIDDLETON, INC. PHASE 1 -AREAS KEY PLAN a PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BL,RB TACOM Drawing Title: ROOF FRAMING PLAN PHASE 1 - AREA A Dote: 6.14.2018 Drawn By CS Project N. 16.08 Sheet No, S2.13A or BLRB ARCHITECTS, P.S. 8 9 18 9:16:42 AM A B C D E G H J K SEISMIC JOINT (0-6") _ lb LOCATE LOUVER BELOW TO AVOID JST\BR& STUDS'.. OPE 20 SA. le TYPE "B" METAL DECK - SEE FOR ROOF FRAMING NOTES SEE SHEET 52.13A ROOF FRAMING PLAN PHASE 1 - AREA B SEISMIC JOINT • (0,_6„) T.O.S.= 28'-10 3/4" SEISMIC--/ JOINT / (0; 6")y T.0.5. = 30'- T.O.5.= 2T-101/2" El 010,69 WI2x14 TYP (3 PLACES) ---- 20 SA. I(0 TYPE "B" METAL DECK ZpK- -SEER\ 12x14 TYP LACES) 41) /8" = RL J0EU +ED FOR CODE COIT3LUACE APE120VED JAIN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 • City of Tukwila BUILDING DIVISION KEY PLAN D PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District ROOF FRAMING PLAN PHASE 1 - AREA B BLRB ARCHITECTS. P.S. 2 3 4 5 6 7 8 /2018 9:16:49 AM A D F H K 5'-0" THICK MAT FTG - -1I-0" IN/ 1,8 0 12" 0.0 1113 - — 4'SLAB ON GRADE IN/ zy FIBROUS REINF. (1.5 I 5/CU. YD) - SEE 4' 12' Foundati Slob FOR FOUNDATION NOTES SEE SHEET 52.11A FOUNDATION PLAN PHASE 2 - AREA E I/O' = r-o" EEP FT 12,13/8' 4-2 3/8" 5.0 3/4" F4.0 5 ') 3'-2 I/O' 12-3 5 8" 'I/O' ADDIL SLAB REINF. PER - EXAMPLE SHOWN - TYP. 4" SLAB ON GRADE IN/ FIBROUS REINF. (1.55/C.0. YEN - SEE 0 5/8"-N EXT.56 6'° aSM2T5f°:68 STUD WALL 58 0 OPR .... - I 3'-21/8" . E- I 5E-0" 102 "1/8,III-0" NEE:7 S ; „J.--- 4'-0' DEEP PTO -- 555 — 1 ' 1 . 8005250-68 6 68, 16' O.G. EXT. MTL STUD WALL FOR FOUNDATION NOTES SEE SHEET 52.IIA FOUNDATION PLAN PHASE 2 - AREA J (1) I/O' 1,0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 Nig City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION EVDEWEn JUL 0 3 2018 I-U) REID MIDDLETON, INC. KEY PLAN (ID PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District 13]1:3111111E1111111111 TACOMA ' OK AP4E , AND BEND Drawing Title: FOUNDATION PLAN PHASE 2 - AREA E &J 6.14.2018 IiiiiliE111111111111 Drawn By MCS ProJed No. 16.08 Sheet No. of S2.21 6258 ARCHITECTS, P,S. 2 3 4 7 8 9 /2018 9:16:56 AM evit Models \ 16325 Foster HS v20 A F 43 H K (E) L4x4xI/4 (E) 3NSH10 14 4'-0" (E)1116x2 --(E)13—FIT(1521rAT 143 DRAGE DM PER (2) 14 Ea SPAGIN h10x12 '(E) DE 0, 1/110x12' (10> 51 EISMIG JT. 452,44 - 20 OA. 1442 DECK KV CONC. TOPPING (TOTAL SLAB E) THICKNESS = 5)") - SEE & TYP. NEF 1/1122e/ 44 20 OA. 1442 DECK 6I/ GONG. TOPPING 14 (TOTAL SLAB THICKNESS . Si)") - SEE TTP. T.06,131-616' PCP, - 445,0. FOR FLOOR FRAMING NOTES SEE SHEET 52.12A SECOND FLOOR FRAMING PLAN PHASE 2- AREA E I/O' v-a" i&1 (2) 84 14 6" O.G. 1"14, (4) k4 6 I2'' O.G. b 144 b 6" 0GTR mm (10) 84 6 12'' —(10) #4 @ 12" O.G. (2)11=1 0 / 12" D.G. (10) 114 6 12" 0.C. 227 (2) 114 12" O.G. -4 (2) 84 14 12" 0,0, (2) 84 @ 12' O.G. SECOND FLOOR SLAB REPLACEMENT PLAN PHASE 2- AREA E I/O' l'-0" R0-ITEITI1132(jR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION KEY PLAN (I PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMA Drawing Title: SECOND FLOOR FRAMING PLAN PHASE 2 - AREA E 6.14.2018 Drawn By mcs Project No. 16.08 Sheet No, S2.22 of NLRB CHITECTS, P.S. 7 8 9 A C D E F G 8 9:17:02 AM H J K 0 J u (E) 36LHI4 (E) 36LHI4 (E) 36LH1 (E) 36LHI4 SEISMIC, JOINT FOR ROOF FRAMING NOTES SEE 5HEET 52.13A ROOF FRAMING PLAN PHASE 2 - AREA E 1/8" = — 20 GA. li5 TYPE "B" DECK - SEEa O 10'-8" 10'-(3" h) (E) 24LH06 "•,,,__"-----__: �' OOF MOUNTED B.U. HDR AT MECH, BASKETBALL HOOP FO OPN'G - ALIGN STWN BM TYPICAL SUPPORT SEEt/2 I BEARING - FOR HDR 1 - GOORD. W/ JST MFR , FRM'G REQUITEMENTS - GOORD, TOTAL LOAD 5E ® I W. EQUIPMENT MFR ® 1 HIGH LO HIGH LO - 20 GA. 1)S" TYPE "B" MTL DECK - SEE WI4x 68 LOW 0 W14x68 LOWS- WI4x66 HIGH ' INI4x68 HIGH cv 5 0 OH 35.44 0 Ti4" GONG, WALL BELOW W14x66 LOW 20 GA. 3" TYPE "N" 7 METAL DECK - SEE n 0 14x68 HIGH cv 0 0 W14 MAT MOVER -,: -: SUPPORT FRAME 1 - TOTAL LOAD 3200# - SEE GOORD.W/ JST HER T.0.5.= I3'-10" LOW 68 LOW 1,114x68 HIGH OW 1 1 SIM. 0 0 W10x120;' 0 0 0x12 50) ® 6'-0" O.G. 0 0 v1 6'-0"± ALIGN W/ PANEL POINT - 000RD. IN/ J5T MFR 20 GA, I1g" TYPE "S° AGOUSTIGAL METAL DECK - SE �t T.0.5.= 26'-6 1/4" FOR ROOF FRAMING NOTES SEE SHEET 52.13A ROOF FRAMING PLAN PHASE 2 - AREA J 0 7- • 6117/i0V;' C_ii 30 CODE CCI4TTL ICE{ AF GVED JAS 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 • City of Tukwila BUILDING DIVISION KEY PLAN a PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMAry' tESOPaoficAve. Sahel BLRB ARCHITECTS, P.S. 8 A B E F MATCHLINE I _ FOR FOUNDATION NOTES SEE SHEET 52.IIA FOUNDATION PLAN PHASE 3- AREA C MATCHLINE C) / Is• LIQIE: NO STRUTURAL WORK IN HIS AREA .• • REVEMED FOR CODE COMPLIANCE APPROVED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 201B City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TAC0t4A SPOKAtd PC,FarL.Ar4l, •,c,:,!I;ivit•li,,,sto,:. :SVI (,!;411,11 FOUNDATION PLAN PHASE 3 - AREA C 81.88 ARCHITECTS. P.S, 2 3 4 6 7 8 018 9:17:13 AM A c F G H K FOR FOUNDATION NOTES SEE SHEET 52.IIA FOUNDATION P AN PHASE 3 - AREA G REVIEVVED FOR CODE- CCIVIPLIANCE APPROVE() JAN 04 2019 City of Tukwila BUILDING DIVISION FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB , TACOMA SPOKANE POR'TLAND ; LIEt.tE) WSfN6..9S6OTO4.. FOUNDATION PLAN PHASE 3 - AREA G D'' ' 6.14.2018 Drawn By m, P"*.N° 16.08 Sheet No S2.31G of BLRB ARCHITECTS, P.S. 2 3 4 5 7 GALV. L56x56x3/4 ABOVE MECH. °PH'S - SEE TYR 3 PLACES Ilk NSF (E) 30LH09 8 8,0"0.0 (E) 1.114x30 (E) (E) 50LHOG G 5,0" 34 (E) 44x30 34 34 34 N..71 (E) 41t2x26 (E) 43bx31 j (E) 3434x30 SAXIC,UT OPN'6 IN (E) GONG SLAB ON MTL DECK - CORE DRILL CORNERS OF OPN'6 - DO NOT OVERCNT - SEE / 410x12 ARCH. FOR EXTENTS OF OPN'6 (E) 30LHOG 8 3'-0' 0 G 34 WI6.2 FOR FLOOR FRAMING NOTES SEE SHEET 52.I2A SECOND FLOOR FRAMING PLAN PHASE 3- AREA C 34 34 34 34 34 (E) 3421x50 (E) 6421x50 34 (E)1.114x30 (E) 1,32x26 .• T-0" CODE CC TN'LlANCE APPrZOVED JAN 04 2019 City of Tukwila UILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION KEY PLAN (11) PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TArCir°r,rMirA wisrogioritiesi r SECOND FLOOR FRAMING PLAN PHASE 3 - AREA C BIRB ARCHITECTS, P.S. 2 3 4 7 8 9 odels \ 16325 Foster HS v201 A B c G H K SA N GUT OPN6 IN \ (E) GONCL SLAB ON MIL DECK - GORE DRILL 0ORNER5 OF OPND - NO NOT OVERGUT - SEE ARCH FOR \ EXTENTS OF OPN'G FOR FLOOR FRAMING NOTES SEE SHEET 52.12A SECOND FLOOR FRAMING PLAN PHASE 3- AREA G REVEV'JED FOR CODE. COEPLIANCE APPROVED JAN 0 4 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of TukYdla BUILDING DIVISION KEY PLAN (II> PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB AC )1:tH.L\ Drawing Title: SECOND FLOOR FRAMING PLAN PHASE 3 - AREA G BIAS ARCHITECTS. PS. 8 9 A B 5 Foster HS v FOR ROOF FRAMING NOTES SEE SHEET 52.15A ROOF FRAMING PLAN PHASE 3 - AREA C SEISMIC JOINT — 5E19.4 JOINT (0,_6„) SEISMIC • JOINT ._— NOSE.: NO STRUCTURAL WORK IN THIS AREA City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 201E City of Tukwila BUILDING DIVISION KEY PLAN00 PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District I/5/ , L_O„ 0LR0 ARCHITECTS. P.S. 5 6 7 Foster HS v2017 (Central) d A B C D E G H K G,. S. Gv FOR FOUNDATION NOTES SEE SHEET 52.11A FOUNDATION PLAN PHASE 4 I/8" = 11-0" (E) ELEGTRIGAL CONDUIT TO REM W/ ELEGTRIGAL — FOR PHASE 2 FRAMING SIZES NOT GALLED OUT SEE SHEET 52.21 114",, r i — 4" SLAB ON GRADE W/ FIBROUS REINF. (I.54/GU. TD) - 5EEQ DEEP FIG VIP \.. L11/4" (E) ELEGJ"d1I AGAG L GONDJk'F TO \ V �'0!� RF,MAIN - GOORD. .VS/ ELEGTRIGAL CODE CC><PL!t, F,r"ED JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2010 City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 555507k0re.. Drawing Title: FOUNDATION PLAN PHASE 4 6.14.2018 Drawn BY: MCS Project No 16.08 Sheet No, BIRB ARCHITECTS, P.S. 7 9 C:LRevit Model A B E G K H55 — FOR PHASE 2 FRAMING SIZES NOT GALLED OUT SEE SHEET 52.22 20 GA. Ih" TYPE "B" METAL DECK - SEE T.O.S.= 14'-0" T.O.S.=13'-b'h" TYP. - U.N.O. FOR FLOOR FRAMING NOTES SEE SHEET 52.12A SECOND FLOOR FRAMING PLAN PHASE 4 --- HSS5x6xl/4 - TYP, 5/5" PW, SHT'G W/ 4I0 SGREWS ® 6" O.G. AT PANEL EDGES 4 u10 SCREWS 0 10" O.G, AT INTERMEDIATE FRM'G FOR ROOF / jl' FRAMING SEE 52.43 CO' J/15 04 2019 CE City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 201B City of Tukwila BUILDING DIVISION KEY PLAN Q PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District SECOND FLOOR FRAMING PLAN PHASE 4 9LRB ARCHITECTS, P.S. A B C D E G J K FOR ROOF FRAMING NOTES SEE SHEET 52,13A ROOF FRAMING PLAN PHASE 4 VS" =1,0" Poo 0 0 0 Q, m SEISMIC JOINT (0'_6„) 0 HSS8b25x0.325 \�� TYP. (5) PLACES O�a6 TYP. AT H55 GANOP COLUMNS ROOF BELOW — 20 GA. lie TYPE N 0 ACOUSTICAL 0 METAL DECK - SEE4� / TOP CHORD COLLECTOR (RE = 189 KIPS ULT) AIM ® '' (E) 32LH0q p 6-0" O.G. 15LH05 0 0-0" O.G. (E) 10K1 0 COOT GC1,'L IAN05 AA'i�aCYL`D JAN 04 2013 City of Tukwila . &DING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 052018 City of Tukwila BUILDING DIVISION KEY PLAN Q PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District ROOF FRAMING PLAN PHASE 4 BIAS ARCHITECTS. P.S. 8 9 A C D E G H J U K MATCH LINE FOR FOUNDATION NOTES SEE SHEET 52.IIA FOUNDATION PLAN PHASE 5 - AREA D NOTE_ NO STRUCTURAL WORK IN THIS AREA lJS = I'-O" CODE. CC: fiiQC JAN 04 2013 City of Tukwila UILDING DIVISIO REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION PHASE 5 - AREA D JUL 0 3 :3:8 REID MIDDLETON, INC. KEY PLAN a PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BIRO ARCHITECTS. P.S. 5 7 A B (E) 301E1109 O b'-0" O.G. I (E) IN16x31 (E) S92x26 (E) VESx31 (E) 30LH09 9 EF-0" O.G. FOR FLOOR FRAMING NOTES 5EE SHEET 52.12A SECOND FLOOR FRAMING PLAN PHASE 5 - AREA C (E) 33LHI5 @ 6'-0" 0.G. (E) 61.21x50 (E) IN21x50 (E) 30LH09 ® 8'-0' D.G. (E) A21x50 2x26 caia CC.;i-L! AF u« JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 Clty of Tukwila BUILDING DIVISION PHASE 5 AREA D KEY PLAN Q PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMAi 850Parlfif,AiC: meela0 ,_.. �2ii6R5S49; BLR1 Is Drawing The. SECOND FLOOR FRAMING PLAN PHASE 5 - AREA C Date: 6.14.2018 BLRB ARCHITECTS, P.S. 2 3 4 6 7 8 s\16325 Foster HS v2017 (Contra) A B H K (E) 30L304 8.-0" 11 163L8 3/8" L (E)1^114x30 (E)Ibx26 - - r- - "6" ' 8 3±3 (E) 30LH0I @ 5'-0" 0.6 / ,.. / '-'2' '....- (,) N (E) {312x22(E),,,..4x55 L._ 06'i L T e i ,, ' <6 '5•e I 17, 33) / 1I-3 „Er -11/2", ' ---- 1- i I (E) 800,40, FOR FLOOR FRAMING NOTES 5EE SHEET 82.123 SECOND FLOOR FRAMING PLAN PHASE 5- AREA D CO-DS JAN 0 4 2013 City of Tuhvila BUILDING DIVISION I/8" = li-O" 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA BPOKB,XE PORTLAND I BEND SECOND FLOOR FRAMING PLAN PHASE 5 - AREA D BLRS ARCHITECTS. P.S. 8 9 A C D E F SEISMIG JOINT (E) W24x62 FOR ROOF FRAMING NOTES SEE SHEET 52.13A ROOF FRAMING PLAN PHASE 5 - AREA C FOR PHASE 1 FRAMING SEE SHEET 5231A T,O.5. = O (E) WI FOR PHASE 1 FRAMING SEE SHEET 52.31E Ub„ = REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION PHASE 5 - AREA 0 KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA ESORldRAYLi«i SuA 9 ... wa:lur�owsaaoi ROOF FRAMING PLAN PHASE 5 - AREA C 6.19.2018 Drawn By Project No. 16.08 Sheet No. S2.53C e, 6LR6 ARCHITECTS. P.S. 5 Foster HS v20 A B D E G J K (E) 24LH80 SEISMIC, (E) 1^116x35 T.O.S. (E)1116x3C, I , (E)1,11bx36 [ I 0 0 0, SEISMIG /JOItqT JOINT 1 , T.0.5.= 2T-1 I/2" SEISMIC, HJN SRACE BM . JOINT — PE FOR ROOF FRAMING NOTES SEE SHEET 52.13A ROOF FRAMING PLAN PHASE 5- AREA D e SEISMIC. JO/NT - 'sr,. FOR PHASE 1 FRAMING SEE SHEET 52.316 505511 JOINT COL: CC:::,:Lii,140E JAN 04 2010 City of Tukwila BUILDING DIVISION I = REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2016 City of Tukwila BUILDING DIVISION KEY PLAN <I PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing Title, ROOF FRAMING PLAN PHASE 5 - AREA D BLRB ARCHITECTS. P.S. 8 9 \16325 Foster HS v2017 (Centra)_danh.rvt A F 11 K 51M. FOR FOUNDATION NOTES SEE SHEET 52.IIA ----- 4" SLAB ON GRADE 0/ FIBROUS REINF. (1.55/CU. YD) - SEE FOUNDATION PLAN LEVEL PHASE 2 - ALT A2 I/O" '64 FOR ROOF FRAMING NOTES SEE SHEET 52.13A ROOF FRAMING PLAN PHASE 2 - ALT A2 5-0 ALIGN PANEL POINT - GOORD. 11/ J5T MFR 1T-64" 20 SA. TYPE "B" METAL DECK - SEE I/O" = 0-0" ;.-L.ANCE JAN 04 2013 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION PHASE \REA E FgEVOEWEn [J,\ JUL 0 3 2013 1...U.) mEID MIDDLETON, INC. KEY PLAN PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB DLRB Drawing Title: ALTERNATE FOUNDATIO AND FRAMING PLANS °me 6.11.2018 Drawn By frics PrA/eOt N° 16.08 Sheet No. S2.70 of BLRB ARCHITECTS, P.S. ter HS v2017 (Central) A B C D E F G H J K NOTE: LOCATE JT5 AT NON -BEARING WALLS WHERE POSSIBLE - SUBMIT PATTERN TO ARCH. FOR APPROVAL I/8" SAWCUT%1/4 SLAB DEPTH - (E) MTL STUD SAW WITHIN 4 TO 12 HOURS OF WALL ------ POURING SLAB - FILL W/ MASTIC TYPICAL CONTROL JOINT FOR FIBER REINFORCED SLAB ON GRADE CONT. ix2 NOMINAL SHEAR KEY AT MID -DEPTH �- TOOLED JT R=1/8" 2'-0„ N TYPICAL CONSTRUCTION JOINT FOR FIBER REINFORCED SLAB ON GRADE SECTION NO SCALE OPTIONAL G.J. SEE ARCH FOR -� FINISH \ #4 NOSING BAR FOR 5TEP5 \ /a GREATER THAN 5" 1 , NORMAL SLAB THIGKNE55 3" GLR, -�/ (E) GONG. FTG --- SECTION SEISMIC JOINT PER PLAN GF5 STUD WALL PER ARCH. G ATTACHMENTF5STUD4 PEiIRA ),a" GLR. - GONG. SLAB 1 PER PLAN 2" 16" 0.G. (2) #4 CONT. K SEE ARCH FOR FINISH NORMAL SLAB THICKNESS I MAX 1 24" #4 a 16" O.G. T 24" NORMAL SLAB -� 18" J� THICKNESS 0,G. AT OPTIONAL �. G.J. FOR STEPS >_ 4" I MAX. A DETAIL NO SCALE NORMAL SLAB THICKNESS ii SEE MECH. FOR DUCT ----- ENCASEMENTS OTHER DETAILS TO SLAB THICKNESS N ADM. #4 a I2" O.G. OVER DUCT TYPICAL UNDER SLAB DUCT OVER 12"4 SECTION m" NO SCALE (E) GONG. SLAB — DEMO (E) GMU WALL AT NEW DOORWAY #4 a 16" 0.G. #4 DWL a 16° O.G. - EPDXY EMBED INTO (E) FTG 5" SECTION (4) #4 OPTIONAL G.J. NORMAL SLAB --i THICKNESS - EO. TO SLAB THICKNESS TYPIGAI. 51 AB 5TFP5 OR DEPRESSIONS SECTION NO 5GALE PROVIDE BRIDGING 4 X-BRACING 2/ TRACK BLK'G - SEE FOR STUD CONN. TO TRACK SEE GPS WALL ..--- 5/6" a A.B. 2 32" O.G. MAX. - EMBED T' MIN. XV 3"x3"xl/4" It WASHER 43 MIL MIN, TRACK, OR MATCH STUD THICKNESS, / WHICHEVER 15 GREATER - MIN. FLG WIDTH = I%4" TYPIGAI THICKENED SLAB FOR INTERIOR METAL STUD GATW LK/MFGHANIGAI- SUPPORT WAI SECTION GONG. SLAB 8„1 PER PLAN 1 1 ,`, _,'� -=--- (2) #4 CANT. �'�-- (E) CONT. FTG (E) CONC. SLAB -� 3" GL #4x2'-0 DWL 16" O.G. - EPDXY EMBED NTO (E) FTG 5' (E) CONT. FTG - DEMO STEM HALL A5 REQUIRED AT ) SIM. BLOGKOUT FDN HALL ® OPN'G - FOR THICKNESS OF SLAB SEE ARCH, 30# SLD'G PAPER BTWN WALL 4 SLAB - (I) #4 - EXTEND 2'-0" PAST EA. EDGE OF OPN'6 (HOOK BARS THAT CANNOT BE EXTENDED) #4x3'-0" AT 12" O.G, AT 0PN'6 _�--NORMAL CONT. FM WALL 4 FIG (REINF. NOT SHOWN) TOP HORIZ. REINF, SAME A5 NORMAL WALL TOP REINF - LAP W/ NORMAL WALL TOP HORIZ, I'-6" MIN. EA. SIDE TYPICAL FIBER REINFORCED SLAB AT EXTERIOR OPENING SECTION ,- NORMAL SLAB / THICKNESS I�! c NO SCALE #4 OPTIONAL LAP OF TOP HOOK AT C.J. 18" #4 ® 14" O.G, --- 3" GLR. - • R #4 13 14" 0.G, 6" 12" TYPICAL STEPPED SLAB (3-0" MAxIMUM) SECTION NORMAL SLAB ' THICKNESS 2) #5 CONT. NO SCALE GONG. SLAB PER PLAN (E) CONT, FTG - DEMO STEM WALL BEFORE POURING NEW SLAB SECTION DEMO (E) GF5 STUD 4 PROVIDE TEMPORARY SHORING FOR STRUCTURE ABOVE AT SIM. SECTION #4 ®lb" O.G. SI CONG. SLAB PER PLAN (2) #4 REBAR GONT, - PROVIDE AGI STD HOOK WHERE BAR CAN'T BE EXTENDED I" BRGR I/OL IN R OVERSIZED HOLE W/ WASHER 3/18 GONG. FILL — (E) 5.0.6. GUT AS REO'D FOR CAL. ERECTION NON -SHRINK GROUT' 5/8°0 EXPANSION BOLTS - EMBED 4" INTO (E) GONG. - SECTION AT CORNERS AT OPENINGS I E55 THAN 7-0"# AT ENDS OF WALL TYP. — #4 AT OPENNGS MORE THAN 2'-0" NOTES: I. AROUND OPENINGS 6"4 OR LESS, NO ADD'L REINF REQ'D 2. REINF. SHOWN 15 #4 s SLAB MID -DEPTH HOOK BARS THAT CANNOT BE EXTENDED TYPICAL 51 AB ON GRADE DISCONTINUITY REINFORCEMENT PLAN DETAILS NO SCALE 1155" GLR. 4" MIN, - TYPIGAI STAIR ON 6RADF SECTION . NOSING BAR FOR STEP GONF)G. 4 FINISH SEE ARCH. H55 COL. PER PLAN ��- (E) GF5 STUD WALL PAINT ALL STL BELOW SLAB W/ ASPHALTIC EMULSION 30# BLD'G PAPER MIN. ALL AROUND COL. �^- (E) CONT. FIG CODE i0 JAN 04 2010 City of Tukwila BUILDING DIVIOIC REVIEWED 'FOR CODE COMPLIANCE APPROVED JUL 052010 • City of Tukwila BUILDING DIVISION JUL 0 3 2010 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB ARCHITECTS, P.S. A B D E 44 CA_Revit Models \ 16325 Foster HS v2017 (Central) REINF. SAME SIZE 8 SPACING A5 LONGITUDINAL FIG REIM'. (LAP 2,0" MIS (/9/ LONGITUDINAL FT& REINF.) 4,0" MIN. LONGITUDINAL - FIG REINF. MIN. DIM. SAME AS FTG THICKNESS 2 MIN. TYPICAL STEPPED FOOTING DETAIL • !(< 94, NO SCALE SEE HALL REINF. SCHED. („--- ADD (I) 195x4'-0" EA. CORNER USE 7 (2) 45 FOR HALLS 0 4THICKER 94.. ,-- OPNG 47' 46" 2 0 'TYP 666.— PROVIDE REINF. AROUND OPN'G USE AN AMOUNT ON EA, EDGE OF OPN'G Ea TO 1/2 THE AMOUNT OF INTERRUPTED NORMAL REINF, IN THE DIRECTION PARALLEL TO THAT EDGE. MIN. REINF, SHALL BE (1) 45 42) 45 FOR WALLS 105 E THIC,KER). VERT. BARS SHALL BE FULL HT OF STORY. TTPICAI AT OPENINGS IN 0051 IN PI AC,F CONCRETE WAI I 5 SECTION NO SCALE MARK DIMENSIONS I REINF, EA. ! "NATI 'IN" "" E3.0 3,0" 11' (3) 195 F3.5 II' I (4)115 54,0 4,0" I2'' I (4)116 F4.5 4,6' 14" 1 (4)16 85,0 5'-0" IS" (5) ob F5.5 5,6" lb" I (6) 46 F6.0 6,0" lb" (6) #7 F1.0 71-0" 21" (7) FF F5.0 6-0" F 21" (5) 1169 85,0 9,0" 24' I (41) 195 510.0 10'-0" 26" 1 (10)15 "44) (EA. WAY) REINF. (EVENLY SPACED) MIN. (E) FIG \ ----- CONG. FT& 1 STELE HALL ADHESIVE REBAR DM TO MATCH HOR1Z. REINF. - EMBED 4" MIN, NEW FOOTING/EXISTING FOOTING CONNECTION SECTION NO SCALE 296" MIN. EITHER SIDE 114" DEEP x 1/3 HALL WIDTH KEY NAY LAP SPLICES - / 5EE GEN. NOTES L9C 6" PVC CONT. NATERSTOP IF EXT. HALL OR BASEMENT (11/ WELDED JT) 1/2' WIDTH OE WATERSTOP MIN. TYPIGAI AT VERTICAL WAI I JOINTS NOTE; OBTAIN APPROVAL OF ENGINEER FOR LOCATION OF ANY CONSTRUCTION JOINT SLAB TOP 196 I — FIG '07 PIPE PARALLEL TO HALL '9-- EXCAVATION PERMITTED BELOW PRIOR TO LOADING STRUCT. BACKFILL WITHIN (2) TIMES THE TRENCH 6-4" WIDTH OF FIG MIN. DEPTH EA, SIDE OF FIG GONG. BACKFILL BELOW FTG TYPICAI FOR PARAI LEL PIPE'S TYPICAL FOR PERPENDICULAR ADJACENT TO FOOTINGS PIPIT', UNDER FOOTINGS NOTES! I, FOUNDATIONS SHALL NOT SE LOADED PRIOR TO COMPLETING STRUCTURAL BACKFILL UNDER 91 NEAR FOOTINGS. 2. C,ONGRETE BACKFILL SHALL BE USED UNDER FOOTINGS WHERE 45% COMPACTION CANNOT BE ACCOMPLISHED, 3, ALL STRUCTURAL BACKFILL NOTED SHALL BE COMPACTED TO 45% OF MAX. DENSITY PER ASTM, 4. A PIPE SLEEVE SHALL BE PROVIDED FOR SHALLOW PIPES GAST IN CONCRETE. 5, PIPES SHALL NOT BE PLACED IN THE FOOTING WITHOUT SPECIFIC, APPROVAL FROM THE ENGINEER. 6. FOR VARIATIONS CONTACT ENGINEER. SECTION 0 SCALE - SEE ARGIL. FOR REVEALS LAP SPLICES - ) /' SEE GEN. NOTES / ROUGH INTERFACE N/ I/4" UNIFORM AMPLITUDE \ -44 — NORMAL REINF. CONT. THROUGH JT - SEE APPLICABLE DETAILS FOR REINF. TYPICAL AT CONCRETE GRADE BEAMS 4 FOOTINGS TYPICAL FOR GAST IN PI ACE CONCRETE NAL 165 GRADE BEAMS AND FOOTINGS CONSTRUCTION JOINTS 2.2 L.) (6---6" MAX. TYP, 5FCTION NOTES, I. CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPTAS SHOWN OTHERWISE. 2. FOOTINGS SHALL BEAR ON UNDISTURBED OR CO ATERIAL, SEE GENERAL NOTES. DESIGN BEARING PRESSURE 15 0546 SF TYPICAI CONCRETE 5PRFAD FOOTING DETAII 44 SECTION NO SCALE 2" CLR 3" CLR • (!)— 914 TYP. CONTROL JT TYP. LL 9'LL OPTIONAL SLOCKOUT FOR GOL. PLACEMENT (ALIGN CORNERS TO SLAB JT) STL COL. SEE FDN PLAN 3" MIN. ALL SIDES 1" SRO FE 461/ (4) 5/864 A.B. EMBED 7" MIN. 1/2" OVERSIZED HOLE W/ WASHER 15 PAINT ALL STL BELOW SLAB W/ ASPHALTIC EMULSION 304 BLVG PAPER MIN, ALL 7 AROUND COL GONG. FILL — I" NON -SHRINK GROUT TYP. FT6 SEE TYPICAL STEEL COLUMN AT SPREAD FOOTING SECTION ilk CONG. ET& - I I/2" CLR - LAP SPLICES - SEE GEN. NOTES PLACE GORNER BARS ALT. A5 SHOWN #5 VERT'. 1" GLR ---, LAP SPLICES - SEE GEN, NOTES LAP SPLICES - SE GEN, NOTES (2) BARS )7/ / AT EDGE ---1" \ BAR TO MATCH SIZE ` SPACING OF HORIZ. REINF. 3" MAX. 9)-14-- GLR PER GEN. NOTES 4/2" MAX. TYPICAL REINFORCING PI SIEMENS FOR CAST IN PI AGE CONCRETE WALLS AND STEM WALLS DETAIL NOTES! I. VERTICAL REINFORCEMENT SHOWN 15 ADDITIONAL IF NORMAL STEM WALL REINFORCEMENT 15 NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT 3. 90 STANDARD HOOK MAT SE SUBSTITUTED FOR CORNER BARS. SEE NOTE 115. 4. REINFORCEMENT AT ALL CORNERS, ENDS, AND INTERSECTIONS OF WALLS SHALL BE PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN. 5. USE 90 STANDARD FIOOK FOR EMBEDMENT LESS THAN 24" PAST FACE OF WALL. 0 SCALE REINF. "5' REINF. "A" k‘s "IN" (SEE FDN PLAN) IDTH 'WI" "T" 1 REINF. 'A" GO T. REINF. ''E3" 5" I (2) #5 2,0' 11" ; (2) 45 . --- 2'-b" , 12" (3) #5 #5 6 19" 0.6, (4) 45 #5 @ 15" O.G. 3'-6" 14" , (4) /I5 1 196 4 160 G. ' 4,0" IS" (5) 45 ; #6 6 IS" O.G. 5'-0" 18" (6) #5 1 #6 6 12" 0.6 TYPICA1 CONTINUOUS FOOTING DETAIL SECTION NOTES: I. FOOTINGS SHALL SEAR ON UNDISTURBED OR COMPACTED MATERIAL - SEE GENERAL NOTES, 2. EXTEND FOOTINGS 6" MIN. PAST ENDS OF WALL UNLESS OTHERWISE NOTED, 3, WHERE FOOTINGS CHANGE WIDTHS LAP REINFORCING °A". "Ls" PER GENERAL NOTES. NO SCALE KIE.: FOR CONNECTION TO STRUCTURE ABOVE - SEE L3x3x1/4x5' - 1,8 H55 BM PER PLAN 3/4" EA Fe, PER 1/4 H55 GOL PER PLAN " NON -SHRINK GROUT FON STEM WALL - SEE APPLICABLE DETAILS SECTION L4994454 MIL ANGLE CLIP AT EA. STUD - N/ (2) 1910 56RE445 AT STUD 4 (2) 0.151%9 P.A.F. AT TRACK (2)194 CONT. AT TOP SECTION 2'6) I/2" OVERSIZED HOLE 44/ IE HASHER --4)), 3 16 TYP, 2" TYP. j-1/4" TYP TYPICAL BEARING PI ATF DEARING PLATE AT CORNER l" NON -SHRINK GROUT ckCOL. BR& FE 14/ (4) 5/5"l A.B. - EMBED /" MIN. TOP OF FON WALL FDN WALL - SEE /99 APPLICABLE DETAILS TYPICAL STEEL GOI UMN BASE AT CONTINUOUS FOUNDATION WAI SECTION ,---10005200-54 CBS STUD 69 16" 0.G. AT EA, FACE - OFFSET 3" 543'0 AJS 8 32" 0.C. EMBED W/ 3"x3"41/4" NA5HER (2) 914 DWL 14/ STD HOOK -- 194 24" 0.6. COSS: (4,11:6! /JANOS P.PiL'I-99664.33 JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 City of Tukwila BUILDING DIVISION -0EvfiEwErN 1.\ JUL 0 3 2013 REID MIDDLETON, INC, PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District 125090ficAve. WsOngton 9840'1 Orer.a;1921, BLRB ARCHITECTS, P.S. 8 9 FOR STUD CONN. TO TRACK 5EE 5/8"9 A.B. 6 32" O.G. MAX. - EMBED 7" MIN, W/ 3"x3"xl/4" R WASHER 43 MIL MIN. TRACK, OR --.(44, MATCH STUD THICKNESS, WHICHEVER IS GREATER - MIN. FLG WIDTH = i%" FINISH GRADE - FOR FTG SGHED - SEE 41 VIP - EXTERIOR NON-BRG GF5 WALL STUD 13 16" 0.G. MAX. FOR SIZE SEE GRADE LEVEL FRAMING N NOTES (FOR SCHEDULE 5EEl 1 }, FOR BRG WALL STUD AT \ t 51M. 5E 15F BLD'G PAPER OR VAPOR BARRIER `"- (2) F4 GONi, AT TOP 414 CONT. (612" O.G. FOR STEM WALL GREATER THAN 12" TALL TYPICAL FOUNDATION AT EXTERIOR NON-FIFARING MFTAI- STUD WAI I SECTION NO SCALE (E) 5.0.6. -\ (E) CANT. FIG -.4,4 SECTION E) GMU WALL /- DEMO (E) 5.0.6. VENEER - SEE GENERAL NOTES FOR ANCHORAGE -- SURFBOARD SHT'G PER PLAN 43 MIL MIN. TRACK, OR MATCH 5TUD THICKNESS, WHICHEVER 15 GREATER - MIN. FLG WIDTH = 14" ---- PANEL EDGE SCREW — 94 OUTSIDE FACE ---�_� FINISH GRADE SOLID GROUT BEHIND MASONRY >< FOR FTG SGHED -5E 5/309 A.B. ® 32" 0.G. MAX. - EMBED 1" MIN W/ 3"x3"xl/4" 0 WASHER AT GF5 WALL TYPIC.AI_ F SECTION FOR STUD CONN. TO TRACK 5EE XT - EXTERIOR NON-BRG GF5 WALL STUD 0 16' 0.C. MAX. FOR SIZE SEE GRADE LEVEL FRAMING PLAN NOTES (FOR SCHEDULE SEE 5/8"4 A.B. 6 32" 0.C. MAX. - EMBED 7" MIN. IN/ 3"43"x1/4" E WASHER 15F BLD'S PAPER OR VAPOR BARRIER (2) F4 CONT. AT TOP F4 CONT. © 12" O.G. FOR STEM WALL GREATER THAN 12" TALL F4 p L FAIL 13 16" 0.G. STD HOOK N-BEA ak Mir [TH NO SCALE 43 MIL MIN TRACK OR MATCH STUD THICKNESS MIN FLANGE WIDTH = 14" -- 4)6 (E) 5.0.6. - GUT SLAB TO ALLOW FOR ERECTION OF STEM WALL F4 EPDXY DWI_ W/ STD HOOK AT STEM WALL 6 16" 0.C. EMBED 5" INTO (E) SLAB EPDXY DWI_ - MATCH SIZE 3 SPACING OF SPREAD FT6 - EMBED 5" SECTION 6-1 E6) I • (E) GONT. FTG FT6 PER Nigr • BLOGKOUT SLAB PER (6) IV"m ANC RODS PER - PROVIDE 2$6"m HOLE BASE R 25 Foster HS v2017 H55 GOL. PER PLAN --- 5 2" GLR (E) SPREAD FTG 6 STEM WALL FOR STUD CONN. TO TRACK SEE EXTERIOR NON-BRG GF5 WALL STUD 6 16" 0.0. MAX. PER PLAN SEE GRADE LVL FRAMING PLAN NOTES (FOR SGHED. SEE ) 2) F4 GONT. AT TOP OF WALL - (2) F4 GONT. EO EO r OVERLAP STIRRUPS 6 HORIZ. BARS FOR STUD GONN. TO TRACK SEE 5/8"0 A.B. O 32" O.G. MAX. - EMBED 7" MIN. W/ 43 MIL MIN. TRACK, OR MATCH STUD THICKNESS, WHICHEVER 15 GREATER - MIN. FLG WIDTH = 14" --- B. FOR FTG SGHED - - SEE SECTION - EXTERIOR NON-BRG GF5 WALL STUD 6 16' D.G. MAX. FOR SIZE 5EE GRADE LEVEL FRAMING PLAN NOTES (FOR SCHEDULE SEE (2) F4 CONT. AT TOP 15F BLD'G PAPER OR VAPOR BARRIER - TYP F4 CONT. 0 12" 0.6. FOR STEM WALL GREATER THAN 12" TALL F442'-0" 4916" D.G. - EPDXY EMBED 5" INTO (E) SLAB - (E) 5.0,G. ---, t " GIR./ 4©IS" O.G. 6 5.0.6. PER PLAN (2) F4 CONT. 3" GLR. SECTION F7x2'-6" EPDXY OWL 6 I'-0" O.G. - EMBED 4" INTO (E) FTG FT6 PER 6 SIM -- (E) GF5 STUD WALL (E) S.O.G. --i BASE 10 (50 kzi) �---- I� NON -SHRINK GROUT F8x3'-0" EPDXY DWL 6 12' O.G. - EMBED 6" TIP. (E) GRADE BM - SAW AS REO'D FOR NEW SPREAD FIG TYP 3 2" 5" BRG 0 1"41'-2"x1'-2" W/ (4) 5/3'o A.B. EMBED 9' MIN. 1/ FINISH GRADE T 0 WASHER I/4"x3"x3" - TYP. GALV. H55 COL. PAINT ALL STL BELOW SLAB W./ ASPHALTIC EMULSION I" NON -SHRINK GROUT - GONG. FTG REINF. PER 316 (E) PRECAST WALL PANEL - F4 GONT FS STUD WALL — VAPR BARRIER GONG. 5.O.G. (E) GONG. FTG SEISMIC JT -PER PLAN (E) CONC. SLAB - (E) CONT. FTG -\ SECTION GF5 STUD WALL PER ARCH. -- CONN. PER 5.0.6. PER PLAN F4 6 16" O.G. -- (2) F4 GONT. 5/8 9 HILTI KWIK-BOLT-TZ - EMBED 4" MIN. 0 32" 0.C. W/ 3"x3"xl/4" 1'L WASHER 43 MIL TRACK OR MATCH STUD THICKNESS WHICHEVER IS GREATER - MIN. FLANGE WIDTH = 14" [L' V2"x11" IN/ (2) 1/2"c ADHESIVE ANCHORS - EMBED 253" MIN. H55 1" NON -SHRINK GROUT (E) 5.0.0. (E) FT6 U SECTION H55 COL.6 BASE R PE INT. BR6 STUD WALL USE 6005162-54 6 16" O.G. MAX. - ALLIAN W/ ROOF J5T ABOVE - SEE FOR FRET& REOU(RMENTS 5.0.6. PER PLAN F4 ® 16" O.G. (2) F4 CONT. I5F BLD'6 PAPER OR VAPOR BARTER - TYP. I" NON -SHRINK k GROUT 411116.' II i L3" CLR. SECTION N. (E) 5.0.6. (3) 95 EW. (E) CONT. FT6 JAN 04 20 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION DEVI1CWE D JUL 032018 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District LRa cpm FOUNDATION DETAILS Date 6.11.2018 Drawn By CF Project No. 16.08 Sheet No, S3.02 BLRB ARCHITECTS, P.S- 8 9 A 8 C D E F G H K (E) GONG. WALL (2) *4 REBAR CONT. - PROVIDE AGI STD HOOK WHERE BAR CAN'T BE EXTENDED —� 3' GLR. (E) FIG --...` SECTION GONG. 5,0.6. *4 m,-6,1 4`-0' 0.G. 2 O V ® FINISH GRADE._. E *4 CONT. AT TOP ---- 5.0.G. PER CIVIL *4 O 12" O.G. *4x2'-0" UWL 0 16" D.G. - EPDXY EMBED INTO (E) SLAB 5" - (E) GONT. FT6 - DEMO STEM WALL AS REQ'D —, SECTION ,- 04 J 0" t4 460" O.G. 6" (2) *4 REBAR GONT. — (2) *5 @ 32" O,G. — 16" O.G, CTR'D IN WALL LAP SPLICE PER GENERAL NOTES 154 BLD'G PAPER OR /` VAPOR BARRIER 7 -2" GLR. 13" GLR. *6 0 I6" O.O. SECTION PROVIDE OPN'6 A5 REQV FOR PLACEMENT OF I GROUT r 627 CELLS INDIGATEES GROUTED EMBED 6" IN ADHESIVE TYR -- *5 BA GAVIT 2" GLR, BTWN REINF, 4 STL JAMB TYP, 45 ADHESIVE ANCHORS - LAP VERT, REINF. PER GENERAL NOTES - EMBED 6" MIN, TYP, I0'-0' MAX.. ... KNOCK OUT WEBS ALONG JAM 4 FILL CAVITY IN/ MORTAR TO BOT, OF GMU LINTEL TYP. NEW OPENING AT EXISTING UNGROUTED GMU WALL LEVATION MECHANICAL UNIT ---- HOUSEKEEPING SLAB - FOR SIZE 8 LOG. SEE MECH. (E) 16"0 CONG, GOL, BEYOND ---,` - EPDXY EMBED INTO (E) FTG 5' SECTION - FINISH PER ARCH. — *4 CONT, AT TOP GONG. SLAB 3" rCLR,_I1 — ROUGHEN (E) GONG, SURFACE TO I/4' UNIFORM AMPLITUDE -TV\ (E) GONG. FIG *4 0 12" O,G. E.W. - GTR'D IN SLAB----�„' /-- 5/5"o 6ALV. ADHESIVE / ANCHOR - EMBED 3k" 12" AT EA. MOUNTING _ — *4 3'1 LOCATION �, 7 DWL'D INTO SLAB IN/ EPDXY 0 24" GONG. 5.0.6. SECTION O.G. E.W. MAX. L 5TART LAYOUT 6" FROM EDGE OF 2" SLAB - TIE SLAB REINF. TO AWL TOP OF (E) WALL - (E) BOND BM - VERIFY SOLID GROUTED 4 IN/ (2) 75 _-- EXTEND 5TL REINF. TO (E) BOND BM AT TOP OF WALL (6" TYP. U.N.O. ON PLAN I L__i �-- (E) GMU 1. I11— SOLID GROUT CELL Xl, I. — REINF. 4„i • REMOVE "'AGE SHELL TO INSTALL REBAR A5 RECTO 43 MIL TRAGK *4 OUTSIDE FACE ---` FINISH GRADE ----.� SOLID GROUT cBEHIND MASONRY------�"- 4" GMU z FOR FTG SCHED - SE SECTION VENEER - SEE GENERAL NOTES FOR ANCHORAGE -- U -- EXTERIOR NON-BRG GFS WALL STUD 0 16" 0.G. MAX. FOR SIZE 43 MIL MIN. TRACK, OR ♦ SEE GRADE LEVEL FRAMING PLAN MATCH STUD THICKNESS, NOTES (FOR SCHEDULE SEE WHICHEVER 15 GREATER - 5/8"4, A.B. 0 32' D,C. MIN. FLG WIDTH = 14" — MAX. - EMBED 7" MIN. )1/ 3"63"61/4" R WASHER - TRT'D BLK:6 PER ARCH. lib" SAWGUT x 1/4 SLAB DEPTH - SAW WITHIN 4 TO 12 HOURS OF POURING SLAB - FILL W/ MASTIC 1/4" "T„ , I" --- BREAK I REINF. TYPICAL CONTROL JOINT FOR SLAB ON GRADE (2) *4 CONT. -- SNUG FITTING 24 �~ GA. MTL SLEEVE ON ONE SIDE OF JT TOOLED J\T R=I/3" SMOOTH DWL -� 3/4"610" O 24" O.G. \/ 1 9" TYPICAL CONSTRUCTION JOINT FOR 51 AB ON GRADE SECTION FOR STUD GONN. TO TRACK SEE DEPRESSED SLAB PER PLAN �- 15* BLD'G PAPER OR VAPOR BARRIER (2) *4 CONT, AT TOP *4 CONT, 0 12" O.G. FOR STEM WALL GREATER THAN 12" TALL *4 Q DWL B 16" 0.C. STD HOOK JAMB REINFORCEMENT AT OPENING IN EXISTING GMU WALL LAN DETAIL - (E) C.ONC. ON MTL DECK (E) STL J5T NOTE. CUT OUT (E) GMU 4 REPLACE W/NEW GMU AS REQ'D �,--- (E) GMU 3 0 16" 0.G. — LINTEL BLOCK 21@" GLR -1 -. --- (2) *5 LINTEI AT OPENING IN EXISTING GMU WAI 1 ECTION - PUMP HOUSE — 5TL CHANNEL ,— GONG. 5.0.6. 5/8"o GALV. ADHESIVE ANCHOR 0 6'-3" O.G. - EMBED 3)4" MIN. SECTION BLOGKOUT ERN WALL AT OPN'G - FOR THICKNESS OF SLAB 5EE ARCH. 30* BLD'G PAPER BTWN WALL 4 SLAB SECTION (I) *4 - EXTEND 2'-0" PAST EA. EDGE OF OPN'G (HOOK REINF. THAT CANNOT BE EXTENDED) -- *4 x 3'-0" © 12" O,G. AT OPN'G / i NORMAL SLAB REINF. 2" G NORMAL CONT. FDN WALL 4 FT6 (REINF. NOT SHOWN) TOP HORIZ. REINF. SAME AS NORMAL WALL TOP REINF. - LAP W/ NORMAL WALL TOP HORIZ. 1'-6" MIN. EA. SIDE COB: 110110E 1)66110601) JAN 04 2013 City of Tukwila BUILDING DIVISIC REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 City of Tukwila BUILDING DIVISION 3 »VO L!WI JUL 0 3 2013 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District 15i62.S 8LRB: Draw ng Title: FOUNDATION DETAILS 6.11.2018 Revised' Drawn By Project Na 16.08 Sheet No. BLRB ARCHITECTS, P.S. a 9 A D E F G 3 J K SHEARED SIDE - (5) 1/2"0 EFFECTIVE LAP CONN.@ PUDDLE WELDS AT 24" O.G. MIN. 6" EA. SUPPORT MIN. rW- 36" TYPE "B" MIN. DECK PROPERTIES GAUGE I = (10/ft.) +5/-5 = (in.ft) 20 .216.235/.245 8 302 ' _.322(_ - _._ 3__ 335 I6 .311 ----- -_ .411/.411 NOTES: 1. (2) SPAN MINIMUM, (3) PREFERRED. 2. AT SUPPORTS PARALLEL TO CORRUGATIONS, PROVIDE PUDDLE WELDS AT 24" ON CENTER MAXIMUM, 3, "SHEARED SIDE LAP" CONNECTION REFERS TO "PUNGHLOK" BY VERCO DECKING, INC. OR "DELTAGRIP" BY A5G STEEL DECK, OR PREAPPROVED EQUAL. 4. MINIMUM DECK PROPERTIES AND WELD PATTERN SHOWN. PROVIDE HEAVIER GAUGE AND/OR WELD PATTERN AS REQUIRED TO DEVELOP DIAPHRAGM SHEARS. 5, FOR ROOF DIAPHRAGM SHEARS SEE I/51.20, 1/51,21, I/51.22 PICAL ROOF META DECK DETAIL NO SCALE TYP. VERT. OR u 5x6'-0" EA. A.B. LOCATION 3a3x3/5 GONT, 45 CONT. - -- MTL DECK PERP. TO WALL SHOWN - PARALLEL iL'/2"x5"x0'_q., }- - / SIM. - FOR WELDING SEE N, --71 f - L -- - --- BUTTON PUNCH G 24" QC, MIN. (4) 1/2"0 EFFECTIVE 8" PUDDLE WELDS AT / ! EA. SUPPORT MIN. 24' TYPE "N" MIN. DECK PROPERTIES GAUGE 1 1 = (io4/Ft.) +51-5 = (in3/Pt) 20 .831 .505/.562 15 1,223 .T31/.11b 16 1.641 .450/1.005 B 4'-0" D.G. MAX. W/ (2) 3/4"Ux6" ®( '-2" MIN. BRG HEADED STUDS GONG, WALL ---_ 5/16 5/16 TYPICAL METAL DECK CONNECTION AT CONCRETE WAII SECTION NO SCALE 54 MIL TRACK W/ MIN. FLANGE WIDTH = 1144" W/ n8 SCREW AT EA. STUD - 4 .4-12 /4 f 4-12 SECTION NOTES: 1. OPENINGS LESS THAN 6"x5" REQUIRE NO FRAMING. 2. FOR OPENINGS GREATER THAN 16" OR 150 LOAD SEE 11,19 3. OPENINGS SHALL HAVE 20' MIN. CLEAR BETWEEN THEM. i L3x3x3/I6 x WIDTH OF OPNG ,31-0" POT WELD 1" EA. ELUTE CLOSURE BY MTL DECK MFR TYPICAL AT ISOLATED OPENINGS IN NON- GOMPOSITE METAL DECK 1 E55 THAN 16" SQUARE DETAIL NO SCALE GF5 STUD WALL PER PLAN (2) E10 SCREWS ® 12" O.G. MTL DECK fl' I/2" BENT t CONT. STL BM PER PLAN FOR METAL DECK WELDING AT SUPPORT SEE imkTYP. MTL DECK VARIES 1 /8 6 6„ GONT. 12 GA. BENT R BY METAL DECK MFR (BUTT WELD TOGETHER AT SPLICES) VARIES - 5tt ARCH. - BRG AT OF BM SEE _ R 3/1555" 0 4'-0" O.C, MAX, BTWN JST BRG HIP BM PER PLAN TYPIGAI CONNECTION OF METAL DECK AT HIP SECTION NO SCALE JST TOP CHORD PANEL POINTS -- TYP IL BM ( JSi k BM 6V112" AT PANEL POINTS JST TOP CHORD L3x3xl/4 NOTE: FOR HOLES 16"x16" OR SMALLER SEE HOLES SMALLER THAN 51x6" REQUIRE NO FRM'G, FOR HOLES 16"/15' OR SMALLER SEE HOLES SMALLER THAN 6"x6" REQUIRE NO FRM'5. TYPIGAI FRAMING AT OPENINGS IN METAI ROOF DECK (MAX 1 0AD = 600I1) DETAIL Wit NO SCALE COCE CC JAN 04 2819 City cf Tukwila DUILDING DIViSICN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 201B • City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB ARCHITECTS. P.S. 4 5 6 7 8 9 A (4) 1/2"c EFFECTIVE PUDDLE WELDS AT EA. SUPPORT MIN. • PROVIDE SIDE LAP ATTACHMENT AS REQ'D BY DECK MFR B -- 4x4 W2.9xW2.9 W.W.R. U.N.O. GONG. 515 MIN, O.N.O. ON FRM'G PLANS --- STUDS WELDED THRU DECK MAY REPLACE PUDDLE WELD AT THAT LOCATION TYPE "W-2" MIN. DECK PROPERTIES GAUGE IL. (in°/f t.) { +5/-5 = (in. f)) 20 .423 .361/.370 18 .555 .510/.511 16 ------ --- .694 .639/.639 3x LARGEST HOLE DIA, OR ADD REINF. ---- LOCATION OF SLAB EDGE PER ARCH. - FOR DIM. TO (k OF .(--(HOLES LESS BM OVER 6" E5PROVIDE CLOSURE THAN 6" DO NOT R PER REQUIRE REINF.) u7 2" GLR Ox12 • CLOSURE PER MTL DECK MFR U,N.O. 1^1I0 - ATTACH 1 PER -1- (1) 44 EA, SIDE SECTION A BOT. BARS PARALLEL TO I DECK SHALL BE PLACED 1" • GLR OF DECK --- - x4x4'-0" - I" CDR 1 OF TOP SLAB AT 1 ALL OPENINGS, BLOGKOUTS,4 SLAB CORNERS .IT 0" TO i'-6" NO ADDED BEAMS REQ'D - ADD SLAB EDGE REINF. AS SHOWN ABOVE C 12-1' TO 4' NOTES: 1. (2) SPAN MINIMUM, (3) SPAN PREFERRED. 5. CONDUIT NOT PERMITTED IN SLAB. WHERE SIMPLE SPAN SHOWN ON DRAWINGS, GENERAL CONTRACTOR TO PROVIDE SHORING. 4, FOR EXPOSED SLAB LOCATIONS SEE ARCHITECTURAL. FOR HEAVIER KKR. 4 _.. 2. AT SUPPORTS PARALLEL TO CORRUGATIONS, ADDITIONAL REQUIREMENTS SEE 6/55.01 PROVIDE PUDDLE WELDS ® 24" O.G. MAXIMUM. E G H J K TYPICAL COMPOSITE FLOOR DECK DETAIL NO SCALE DECK HER TO �— 2" MIN. AT SINGLE PROVIDE ROW OF STUDS - CL05URE STRIP , 5" MIN. AT DBL ROW A5 REQ'D - + OF STUDS SAME GA. AS METAL DECK ------_. WELD METAL DECK TO BM PER BM PER PLAN TYPICAL AT MFTAI DECK PARAI I FI TO BEAM SECTION NO SCALE SINGLE ROW DOUBT F ROW IF ADD'L STUDS ARE REQ'D START AT EA. END OF BM 4 SPACE BTWN EXIST. STUDS — 3" MAX. SPACE STUDS AT 2'-0" O.G. 1A ) 22 GA. CLOSURE ANGLE S LONG OVER EA. HIGH FLUTE - INSTALL PER MFR PUBLISHED RECOMMENDATIONS B" MAX. NOTES: 1. LOCATE STUDS AT CENTER OF BEAM FLANGE. 2. STUDS ARE 3/4"0 x 41V LONG AFTER WELDING. 3. SEE FRAMING PLANS FOR NUMBER OF STUDS. 4, ALL BEAMS WITH STUDS ARE COMPOSITE STEEL BEAMS. SEE GENERAL NOTES. 5. PROVIDE A DOUBLE ROW OF STUDS AT BEAMS WHERE THE REQUIRED NUMBER OF STUDS EXCEEDS THE NUMBER THAT CAN FIT IN A SINGLE ROW AT 6" 0.G. AT DECK PARALLEL TO BM OR 12" O.G. AT DECK PERPENDICULAR TO BM. STUDS SHOULD BE LOCATED IN DECK FLUTES PER AISG STRONG POSITION, TYPICAL COMPOSITE BEAM DFTAII DETAIL 0 SCALE 0x12 2'-I" TO, PLAN TYPICAL FLOOR PENETRATION REINFORCING DETAIL --BM PER PLAN NOTES: I. BLOCK OUT OPENING BEFORE PLACING CONCRETE, 2. REMOVE BLOCKOUT AND GUT DECK AFTER CONCRETE HAS CURED. 3. CONTRACTOR SHALL COORDINATE OPENING SIZE AND LOCATION WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS. 0 SCALE ,— 2" MIN. AT SINGLE ROW OF STUDS --- 1 - 5" MIN. AT DBL. ROW OF STUDS MTL DECK - WELD TO BM PER — BM PER PLAN TYPICAL AT METAL DECK TRANSITION AT BEAM SECTION NO SCALE NOTE: FOR SLAB EDGE OVER HANG GREATER THAN 6" - SEE 0 1117 SLAB CLOSURE STRIP PER DECK MFR (E) GONG. SLAB ON MTL DECK / SEISMIC PER PLAN SECTION N0 SCALE 2E SEE GENERAL NOTES AND SPECIFICATIONS FOR CONCRETE MIXTURE -1 DAY WET CURING AND CONTROL JOINT REQUIREMENTS AT EXPOSED SLABS. 6 MAX,--., 44 CONT. ON CHAIR x - W! W.W.R. OVER ---- -- 3/4" GLR. AT STL BM - I" GLR, (MAX,) OTHERWISE MIN BM SPACING E0 EQ a Ulf.' ALL REINF. SHALL BE CONT. THRU G,J. 10INT PERPENDICULAR TO DECK Fl UTF.S TYPICAL COMPOSITE DECK CONSTRUCTION JOINT SECTION 4'-0" MIN, 2ND POUR 1ST POUR IOINT PARALLEL TO DECK FLUTES 83x2'-0" ® 12" 0.G, NO SCALE I/5"xI/2" DEEP SAWGUT WITHIN 1-3 � HOURS OF FINISH SLAB (1 HOUR MAX. /A DURING HOT WEATHER PLACING) GHAIR SUPPORT PER 6.G, AT 36" MAX. TYPICAL COMPOSITE DFGK AT EXPOSED 51 AB SECTION --- 4x4 - W2.9xW2.9 (CONT. THROUGH JT) BM PER PLAN — RECESSED SLAB PER SEISMIC JT MFR /�'p BM , SLAB ON METAL DECK 4 i/ REINFORCING PER PLAN �-- METAL DECK SPAN EITHER DIRECTION STL BM PER PLAN NO SCALE RECESSED PER SEISMIC Jr HER -- -- 3/16 r'4 1/4" BENT It. CONT, ---- `\ (E) MASONRY WALL - (E) GFS WALL AT SIM. 45GONT—�-f REBAR PER PLAN --�' SEISMIC JT SECTION MIN. BM WELDED 1/2"ox2'-0" DEFORMED BAR ANCHOR O I'-0" O.G. METAL DECK SPAN EITHER DIRECTION \'— STL BEAM PER PLAN ii4 e 12" O.G. E.W. - CTR'D IN SLAB --� �— HOUSEKEEPING SLAB - FOR SIZE 6 LOG. SEE MECH. - DESIGN OF ALL EMBEDDED ITEMS 4 ATTACHMENTS TO EQUIPMENT PER MECH. GONTR. N12" OTE, LOCATE FLUTE 4 INSTALL DOWELS IN SLAB W/ EPDXY 0 24" O.G. ' - 114 5"f DOWELED INTO CENTER OF FLUTE. AT GONTR'S OPTION, 12" DOWEL MAY BE REPLACED W/ 54 15' E.W. MAX. - START LAYOUT b" 4 CAST INTO SLAB ON GRADE/ 12" FROM EDGE OF SLAB SLAB ON DECK. - TIE SLAB REINF. TO DOWEL HOUSEKEEPING SI AB AT 5I AB ON DECK SECTION NO SCALE SEE ARCH. 'L BM I 24" MAX. WELDED 1/2"0x6--0" .' " IN, DEFORMED BAR ANCHOR 4 1'-0" 0.G. 1/4" BENT It CONT. #5 CONT. REBAR AT DECK PERP. TO 8M -- 45 CONT. REBAR AT DECK PARALLEL TO BM —� 8 TYP. METAL DECK SPAN EITHER DIRECTION BEAM PER PLAN NOTE: EXTEND REBAR 2'-0" PAST EDGE OF ISOLATED OPENING. TYPICAL SLAB EDGE CONDITION - OVER 6" OVERHANG SECTION 0 SCALE C0: 3 JAN 04 2019 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District 81128 ARCHITECTS. P.S. 8 9 2018 9:18:46 AM A D F J K (E) CONG. SLAB ON MTL DECK I/4 STL BM TIGHT TO BOT. OF SLAB — SECTION "0— MECH. UNIT 6 CURB - ALIGN CURB OVER STL BM NON -SHRINK GROUT L5,3xI/4x0-4 8 2,0" O.G. EA, SIDE OF BM Rd I/2"R EXP. ANCHOR - EMBED 23/6" MIN. - GIRD ON LON FLUTE (E) MTL STUD WALL — (E) WNG. 5LAE3 (E) (2) #5 (E) STL JST ""/.. SECTION RECESS SLAB PER SEISMIC- JT MER / PER PLAN / / CONC. SLAB ON MTL ' DECK PER PLAN SLAB CLOSURE STRIP PER DECK MIER 5TL BM PER PLAN SEISMIC JT 1 / 1/2"06/2/-0" ADHESIVE // PER PLAN — --- / DRIL @-00 .G. ( ,,--- CONC. SLAB ON 2' ' , ........— — SEISMIC/JT GOVER - EMBED 5' MIN. / MTL DECK - SEE 0 ..-- - ATTACH PER MFR / - ALTON LON MTL DECK OPN 6 - (2) MIK. EA. SIDE -----/1' GLR. MIN. FLUTES N/ (E) DECK PER PLAN I" GLR. /‘°- (E) L6x4x5/Ib (F.) GF5 STUD WALL - SECTION STL BAR J5T PER PLAN (E) GONG ON ; L MTL DECK 4,1x1/4 (E) STL J5T - 1_67x4x5/16 AT DECK PERP, SECTION COCO: (Di 00/ i./uz,E J/oN 0 4 2018 City of Tukwila UILDING DIViSICN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION p-)IEVdEWEn JUL 3 202 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA SPDXANF I PORTLAND I BRNO 9a5.188n448 Drawing Tle, METAL DECK DETAILS BLRB ARCHITECTS, P.S. A B C D E CLRevit Model SIZE 4 QTY OF BOLTS PER 2" MIN, 1/2' GLR. TYP.- BEAM TO BEAM TYPIGA)- STFF1 DFTAII DETAIL T.D.S. WF BEAM W/ STD ROUND HOLES SPACING R "A" W/ SHORT SLOTTED HOLES SLOPED BEAM 51M.--- TO:S., T� SEE BEAM TO BEAM I/2" MIN. I DETAIL FOR GALLOUTS RADIUS TYP. ""--" IN COMMON BEAM TO BEAM AT VARYING ELEVATION 1/2" GLR. TYP, TABLE A SUPPORTED BM SIZE F OF 1/8"0 '.. A325N ; BOLTS 1 SHEAR R THICKNESS "A^ WELD "6" NOTE I. W5, W10 2 3/8" 5/16" W12, 6I4 W16, W18 ---� 3 3/8'' 5/16" 4 3/8" 5/16" W21 5 3/8' 5/16" W24 6 3/8" 5/16" W27 W30 7 ( 3/8" 5/16" 7 ( 3/8" 5/16" W33 8 3/8" 5/i6" NOSB_ I. WELD SIZE SHOWN 15 FOR BEAM/GIRDERS FRAMING PERPENDICULAR INTO SUPPORTS. FOR SKEWED FRAMING CONNECTIONS - SEE TYPICAL STEEL DETAIL AllEk SLOPED BEAM SIM, - SEE BEAM TO BEAM DETAIL FOR GALLOUTS I IN COMMON j- BEAM DEEPER THAN SUPPORTING BEAM/GIRDER SIMILAR BEAM TO FSFAM SAME DEPTH PROVIDE 1/2" MIN. RADIUS AT ALL COPE REENTRANT CORNERS NOTE: PROVIDE SQUARE GUT AT TOP OF COLUMN WHERE POSSIBLE. IF COLUMN CANNOT BE SQUARE GUT DUE TO ROOF INTERFERENCE, PROVIDE MITERED GUT TO MATCH ROOF SLOPE, NO SCALE W.P. 8 COL. R 3/16" GAP //�%� - TOP OF COL. 12 /i VARIES T.O_5 I/2" GLR. TYP H55 COL.-- - IN.', _-' SIZE 4 QTY BOLTS PER - PROVIDE 5 HOLES IN BM 4 SHEAR R T.0 4- 3" O.G. 5PAGING Vs'1 R 3/0" TYP. 5/ 516 TYPIGAI BEAM FRAMING INTO H55 COLUMN DETAIL TYP. NO SCALE COPE TOP OF BM AS REQ'D ---- 3/0" R W/ (2) l/8"0 A325N W/SHORT ( SLOTTED HOLES 1/2" RADIUS 1/2" PER 12" GLR. ARCH. 1/2" GLR. TYP.- CLIP SHEAR R A5 REQ'D R 3/8" -PROVIDE STD HOLES IN BM 4 R 2h 5(1 5/lb T.O.S. 3" O.G. SPACING FOR DETAILS 6 GALLOUTS IN COMMON SEE 0 K (1/4" MIN.) \�- PROVIDE 1/2" MIN. RADIUS AT ALL COPE REENTRANT CORNERS TYPIGAI BEAM FRAMING AT FIT L DEPTH 5HFAR PI ATF DETAIL STL BM2hll 11 XXXT150-43 —' FOR CONN. TO W16x26 -SEE 2"-/ 2° 165/I6 /2' 5/16 D STL BM\\ PER ARCH BM SECTION CONN. PE 41011 PLS-2 EA. STUD W/ (3) 610 INTO STUD 4 (3) P.A.F. (0.I57"0) INTO STL BM STL J5T NO SCALE G.P. U.T T4 XXGT150-43 COPE TOP OF BM A5 REQ'D GONN PER PL52 EA. STUD W/ (3) N10 INTO STUD 4 (3) P.A.F. (0.157"0) INTO 5TL BM GP, U.T. TYP. TOP 4 BOT, SUPPORTING BM i ABLE B SKEW ANGLE 0 DETAIL CASE X IIN WF 04 2° CASE I X < 1/2 5/16 5/16 318" 2 < 0 S II° CASE 1 1/26<� X4 5,--.."._.- 3/8 5/16 3!8' II° < 0 < 25° CASE 1 ..�-�.... 5/16 3/8" 25° < 0 < 30° CASE I 51' < X < 7 6/16 5/16 3/8' ' 3/8" 30° < 0 < 45° CASE 11 l < x < 12 3/5 5/16 0 - 45° CASE III 1 X = 12 I/4' 5/16 3/8' I 0 > 45' CASE IV X <12 GP - NOTE, THE NUT MAT' BE PLACED ON THE ACUTE ANGLE SIDE OF SHEAR PLATE. WHEN THIS SITUATION OCCURS, T HE BOLT ASSEMBLY MAY BE INSTALLED AS SNUG TIGHT IN LIEU OF FULLY PRETENSIONED. 2. PROVIDE A COMPLETE PENETRATION WELD OF THE SHEAR R TO THE SUPPORTING MEMBER WHERE THERE IS INSUFFICIENT CLEARANCE TO PLACE FILLET WELDS ON BOTH SIDES OF THE SHEAR R. W.P. -6 COL. REFER TO TABLE B FOR SHEAR R PREPARATION, WELDING REQUIREMENTS 6 BOLT LOCATION FOR DETAILS 4 GALLOUTS )1'7-- H55 COL. IN COMMON SEE TYPICAL STEEL DETAILS IMP TYPICAL ',TEE! DETAIL AT ANSI FD GONNEGTIONS DETAIL Aik NIP REFER TO TABLE B FOR SHEAR R PREPARATION, WELDING REQUIREMENTS 4 BOLT LOCATION -- FOR ADDL. INFO SEE TYPICAL STEEL DETAIL ..... 6 OF WF GIRDER 12 %6 OF WF BEAM -- FACE OF BEVEL SUPPORTING SHEAR T. MEMBER 2" MIN, 5" MAX. WF 6,OF BOLT WN V SHEAR "t" 11, 6 OF BOLT / 12 L 'II 6, x N 15 THE EFFECTIVE CASE I MEMBERASE II THROAT OF A PARTIAL PENETRATION WELD — FACE OF i SUPPORTING — 2" MIN. _ 5" MAX.NAx 2" MIN, 5" MAX. SHEAR 2" MIN. - S' MAX. (WN) k OF BOLT SHEAR R "t" -' CASE III OF BOLT EAR R "t" 12 CASE IV 0 SCALE ,-- MOMENT CONNECTED BM FOR DETAILS 4 GALLOUTS IN i COMMON SEE Ala 11117 TYPICAL SUPPORTING BFAM DEEPER THAN MOMENT CONNECTED BFAM G,P. U.T. TYP. TOP 4 BOT. MOMENT CONNECTED BM WELD ACCESS HOLE PER AISC 360 FOR DETAILS 4 GALLOUTS 1N COMMON SEE - SUPPORTING BM TYPICAL MOMENT CONN F T10N DETAIL R 1/2"x6" A572-50 /2'/GLR. MOMENT CONNECTED BM - 1/2" RADIUS �I `5TL BM WELD ACCESS HOLE PER AISG 360 STL BM PER GF5 WALL PER PLAN ARCH, k BM 3/8" STIFF. EA. SIDE ON (L OF H55 GOL. STL BM PER PLAN H55 COL. PER PLAN (L COL. SECTION H55 COL. BM PER j PLAN BRG R 5/8" - I/2" MIN. WIDER THAN COL OR BM WHICHEVER 15 GREATER IN/ (4) 5/8"6 A307 BOLTS AT STD BM GA. 7 3/8" STIFF. EA. SIDE ON (L H55 GOL. COL. BELOW AT SIM TYPIGAI STEEI BEAM CONNECTION TO 601 UMN ABOVE DETAIL R 5/8"x7" A572-50 T4B ---.,� CONN. PER w/ (5) 7/8^4 A325N BOLTS — SECTION B "- MOMENT GONNEGTED BM -WELD ACCESS HOLE PER AISG 360 5/I6 1/2" STIFF. EA. SIDE - ALI6N W/ FACE OF COL. - CLIP 3/4"x3/4" AT FLANGE 5/16 PER 12 ( CONT. STL BM ARCH, 5/16 s 4 5/16 COPE BOT, j ) 1/2" OF BM R 1/2"x6" A5"12-50 ---' H55 COL. PER PLAN - H55 PO5T PE' Ilti 5TL BM GOWN. PER SECTION (k BM VARIES 3/8" R W/ (2) 7/5"0 A325N BOLTS 5TL BM PER PLAN MTL STUD WALL SECTION 2" GLR. TYP. BRGR. bF W/ (4) 5"0 A307 BOLTS 5TD BM GA. 3/16 GOWN. PER TRACK 4 SLIP CONN. - SEE,( REVIEWED FOR CODE COMPLIANCE .�. APPROVED JUL 0 5 2010 Clty of Tukwila BUILDING DIVISION M L DECK PER PLAN 5TL JST JAN 04 2019 City of Tukwila p BUILDING 01VISICN fVDEEn In JUL 032010 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District STEEL FRAMING DETAILS 6.14.2018 Drawn By CF Project No. 16.08 Sheet No, S5.10 BLRB ARCHITECTS, P.S. 2 4 6 7 8 9 A B 0 18 918:59 AM Foster HS v2017 (Central)jan SQJL FOR CONNECTION TO BEAM ABOVE - SEE 11 0 FLAT -WISE H55 PER PLAN STL BM PER PLAN 1/4 L3x3x1/4x5" - TYP. — 855 C,OL. PER PLAN E 5/5"x515NE-0" IN/ (4) 5/8"0 A325N BOLTS AT, STD BM GA, SECTION 20 GA. W2 DECK W/ GONG. TOPPING (TOTAL SLAB THICKNESS = ----R. L5x3xI/4 SECTION I/20 MOOLE D @ 2" O.G. STL STAIR STRINGER PER PLAN (E) STL JST BEYOND - PROVIDE SHORING DURING BM ERECTION --)33, STL BM PER PLAN SECTION SL BM E 3/5"x5"x5" HI/ LONG VERT. SLOTTED HOLE - LOCATE BOLT AT SOT. OF HOLE 0 11 6u_ H55 HEADER PER PLAN FOR CONNECTION 5EE DETAIL I 4 1/4 15 3/33'x5"x4" 61/ 5/30 A325N BOLT I/2' FE POST CAP 1/4 H55 COL. PER PLAN 3' 1/4" BENT E PI/ 1/2'e PUDDLE WELD STL JST BRG PER 0 12" O.G. 3/Ib -12 'YP' 12 PER ARCH. 12 \L, STL BAR J5T SECTION PER ARCH. STL BAR JST STL BM PER PLAN TIP A. SIDE 1/4 3'AT (E) JST BRG DEPTH AT BM TO MATCH DEPTH OF (E) STL J5T CONN. PER I/O STL J5T PER PLAN L2x2x3/16 AT EA. JST - INSTALL AFTER ROOF DECK 06" 415" 46' L , TOP RON o 2" MIN , • , E 3/4" 20" MAX -.0 6, FL COL. 155M 518' E PER PLAN STL BM PER PLAN I/2" E POST GAP 1/4 H55 COL. PER PLAN H55 HEADER PER PLAN - E 3/5"x6" W/ VERT. LONG SLOTTED HOLE - LOCATE BOLT AT BOT. OF HOLE 0)15 LR D-11 FOR CONNECTION SECTION GALLOUTS SEE 3/4" (+I/4", -0") (E) CMU WALL SECTION MTL DECK PERP TO 13131- FOR WELDING SE SECTION _--- SEISMIC, JT PER PLAN - ATTACHMENT PER MER / MTL DECK PER PLAN AR JST MTL STUD WALL '33 MIN. 3/4'6x5" HEADED STUDS 0 0 0 EMF3FD TYPE "A" TYPICAL 'ATEEL EMBED CONNECTION SECTION 80. E0 BM WEB THICKNESS I/O' MAX. Ce OF 1/50 A325N PROVIDE HORIZ, LONG SLOTTED HOLES IN ANGLE 4 STD HOLES IN B61 -- (E) GMU WALL - G.F.5. WALL AT SIM. SECTION MTL DECK. - FOR WELDING SEE L6x4xI/2 CONT. I/4 4-12 STL BM SECTION ATTACHMENT P EE;R AC MTL PE STL BM PER PLAN s.7-EI5MI0 IT PER PLAN OPN'G TRIM REINF. to" #56'-0" MIN. ADM_ BARS AT EA. HORIZ. ROW OF STUDS - CTR ON EMBED 4 PROVIDE 1E50' COPE BOT HOOKS AT BARS WHICH FLANGE AS RESET' CANNOT BE EXTENDED EMBED - CONC. WALL (2) L5x3x3/3 GORNER E,,E, T 3/4" RETURN 5/16 P AT TOP TOP F5x6'-0" MIN. ADDE BARS AT EA. VERT. ROW OF Noitr STUDS - CTR ON EMBED 4 BARS AT EMBED IN ADDITION TO NORMAL PROVIDE ISO* HOOKS AT HALL REINFORCING - HALL REINFORCING BARS WHICH CANNOT BE D0E5 NOT REPLACE ADDITIONAL BARS EXTENDED e PAOAPET TOP 05 1/4 STL STAIR STRINGER F'ER PLAN SECTION 0. WALL EXTENDS PAST AT SIM. SEISMIC LIT PER PLAN ( 1 (E) MTL STUD WALL 0-8 SECTION MTL STUD WALL ,-- 600T250-54 W/ 45 SCREW AT EA. STUD ,-- LISS 3x3xI/4 10-0" ,--- 6005131-33 9 ' O.G. - ATTACH TO H55 POST PE TGIF BOY TRACK PE 5TL BM SECTION COL,: CS.I,II.TLIANSE JAN 0 4 2019 City of Tukwila BILGING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District STEEL FRAMING DETAILS PUSS ARCHITECTS, P.S. MTL DECK PER PLAN —d, 4 - L3x3x1/4 CONT. 6 7 8 9 0 R 3/8"x6)6"xb" HORIZ. SHORT A SLOTTED HOLES B C D E G H K STL STAIR STRINGER -- 2-5 SECTION (E) GO SLAB i/2 OVE MTL DECK E) STL BM 5/16 5/16 P' H55 COL. PER PLAN 5/16 2" 3" 1B ,- ---5 ( 43 MIL TRACK W/ 115" MIN. II/2" FLANGE - PROVIDE (2) K8 SCREW AT EA. STUD 4 (2) P.A.F. (0.15 i"c) 8 IS" O.G. INTO STL BM I" / (4) 1/2 EXP, ANCHORS STL BM PER PLAN .0 IN/ EMBEDDED 2" INTO (E) GONG. 3 SLAB - PROVIDE 1/2" OVERSIZED HOLES IN/1/4"x2"x2" R WASHERS STL BM PER PLAN 5 WT6z20 - COPE WEB AS REGO W/ (4) STD HOLES - ALIGN WEB W/ WEB OF SUPPORTED BM PER PLAN (4) 5/8"0 A325 BOLTS 5116 AT 5TD BM GAGE STL BM PER PLAN SECTION (E) METAL DECK (E) TOP CHORD OF ROOF JST - iP 3/16 (E) GF5 STUD WALL ---- PLAN DETAIL SECTION 114218.: FOR CONNECTION TO EXISTING B'AGE ABOVE 5EE GONG. FILL R I/2"x5" W/ (4) 5/8"0 A325N BOLTS 8 5TD GAGE -- SECTION Pc = 3004 P, = 2256 6 STL J5T — SECTION 3hx313z1/4 1/4" R FULL DEPTH OF BM IN/ 3/4" CLIP 1 /9 1/8 STL BM PER PLAN --- (E) GFS STUD 3/I6 SECTION — CONN_ PER CONN. STL JST PER PLAN WT4x12 BTWN (E) 5TL JSTS - COPE STEM TO BEAR FLANGE ON TOP 0403D R 1/4"x4"x4" IN/ I/2"0 M.B. H55 COL. PER PLAN (E) GONG. SLAB ) ON MTL DECK - BREAK OUT A5 REQ'D (E) W(2z14 BM j \\ BOT. PANEL POINT — MTL DECK ---j-- CONN. PE 3-43 STL BM w SIT BM SLIP TRACK CONN. PER 54 MIL. TRACK IN/ 66" MIN_ FLANGE IN/ 48 SCREW EA. STUD 4 (2) 0.151"0 P.A.F. e l6" O.G. INTO STL BM ----- (6 BM SECTION STL J5T TRACK CONN, PERss------ WIDE FLANGE BM PER PLAN 5/16 5/I6 3/8" R EA, SIDE H55 BM PER PLAN (2) 1/8"0 A325N THROUGH BOLTS - —4 SECTION MTL DECK PER PLAN ---� STL BM PER PLAN ---- SECTION I/2"0 PUDDLE WELD 8 6" 0.G. (E) MTL DECK PER PLAN L3x3x1/4 CONT. /16 12 GF5 STUD WALL - SEE PLAN NOTES FOR SIZE, SPACING, 4 FRAMING REQUIREMENTS GONN. PE TYP, T45 — H55 COL. PER PLAN — WELD ACCESS HOLES PER A)SG 360 --- SLIP TRACK CONN, PE G.F.S. STUD WALL TO MATCH (E) ADJACENT WALL (E) 5TL BM L5x5xl/4 - GRIND CORNERS TO FIT BTWN 5TL JST TYP. L'Sx1'5x3''5-54 CLIP W/ (2) 810 SCREWS AT STUD 4 (2) 0.1516 P.A.F. AT BM (3) u10 SCREWS (L BM PER PLAN /16 (E) GONG. WALL----�.` 5 SECTION STL BM — L563/3/8 EA. SIDE OF BMW/ (3) 1/8 0 A325N BOLTS W/ HORIZ. SHORT SLOTTED HOLES - (2) 1/8°6 BOLTS AT 16I0x BM "WIDTH OF BM" +1/8" 3" 3" H55 POST PER PLAN (E) GONG. SLAB - GUT /ib F 4-8 BACK TO ALLOW FOR GONG. FILL -� - ERECTION OF BM 1/4" BENT R GONT, 5TL BM PER PLAN - /Ib /16 • I/2" GLR. SECTION 5/16 I' �- (E) STL BM — 3/8" P CONN. PER 5TL BM PER PLAN 0 SECTION I/2" R IN/ (4) 5/8"0 HA5 TYPE ANCHOR - EMBED 41," MIN. - I/2" OVERSIZED HOLE IN/ 1/4" FL WASHER L 4005(62-43 8 lb' D.G. - - SECTION FGB43.5 RIGED CLIP IN/ (2) 0.1574 P.A.F. AT ANGLE 4 (4) 4)2 SGRES AT STUD - TIP. 4005161-43 4 I6' O.G. (2) NO SCREWS — FINISH PER ARCH. BM FOR. DETAILS 4 (ALLOUTS IN COMMON SEE 5TL JST G.F.S. WALL 3/8" R IN/ (4) n. _ 1/5"0 BOLTS IN/ HORIZ. SHORT SLOTTED HOLES — (E) STL BM --- 1% GLR. 2(3" 2, SECTION 1" MIN. GAP H55 GOL. - 2" MAX.MAX.._.- 1 16 10 r i- IO�--- WOK PC 5/I6 k10 ° f 5/16 V(0 5lI6 �10 4 5116 )0 ' I SECTION (E) H55 COL. --� TL BM PER PLAN — 3/8" R W/ (3) 1/8"4 A325N BOLTS SECTION -- 5/8" ('L EA. SIDE OF COL. EA. SIDE OF BRACE .�, (E) H55 BRACE - GUT AS REG'D FOR ERECTION OF COL. (E) SLAB ON MTL DECK 5 BM (L BM L BM PER PLAN L'x5x115x313-54 CLIP W/ (2) NO SCREWS AT STUD 4 (2) 0.I510 P.A.F. AT BM 4005162-54 e 16" O.G. SECTION FOR DETAILS 4 GALLOUTS IN COMMON SEE DES. WALL (2) KI0 SCREWS 3/8" R IN/ (4) 1/8"0 A325N BOLTS W/ HORIZ. SHORT SLOTTED (E) H55 COL..-- (E) SLAB ON MTL DECK 5/I6 5/1 0 72Vz" �- STL BM 2. -112" GLR. SECTION City cf Tukwila UILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 City of Tukwila BUILDING DIVISION OEVOEWEn0 JUL 03 2010 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District (Drawing Ti le: STEEL FRAMING DETAILS BLRB ARCHITECTS, P.S. 6 T A D STL BM ----- ` /4' MG6x15.1 G 4'-0" 0.G. (I'-0" AT STACK AREA) - VERIFY W/ HER /1 /lb I1' TYP, PER MF SECTION BM 3/8" STIFF. i EA. SIDE AT KICKER (s BRACE Sr- KICKER BRAGS (4 (0'-0" 0.G. MAX - PER -- MOVABLE PARTITION ASSEMBLY 3/16 3/ib I - - (E) GONG, SLAB /7ON MTL DECK STL BM PER PLAN --- (E) G.F.S. STUD WALL BEYOND -- SECTION _ , -0" CONC. SLAB 8 - BLOCK OUT 5 A5 REQ'D G. •- -- r GEG (E) 5TL JST \"-- BRACE BM E-0" FROM EA. END PER�3 \SIM, 3/9" GAP 5 5TL CONN - PER 0 SECTION 1/4' BRACE EA. SIDE PER PLAN -Tr SECTION N0 SCALE GRIND SMOOTH TYP. TREAD/RISER ASSEMBLY PER H55 STRINGER • DETAIL 5TL BM 3/8" STIFF. P EA. SIDE /16 - BRACE UP TO DECK SEE L5x5x5/16 BRAGS 3/4"o M.B. TYP. KICKER CONNECTION PARAI 1 FJ TO DECK FLUTES - DECK WITH GONGRETE TOPPING ONI Y SECTION WTIx15xl'-6" W. (4) 5/8"0 EXP. ANCHORS 66 12" 0.G. GA, GTR'D ON DECK FLUTES - PROVIDE STD HOLES NOTE, AT CONTRACTOR'S OPTION, EXPANSION ANCHORS MAY BE REPLACED WITH WELDED HEADED STUDS OF MATCHING SIZE, LOCATION H EMBEDMENT 61161x15x1'-6" NV (4) 5/8"0 EXP. ANCHORS B 12" 0.G, GA. GIRD ON DECK FLUTES - PROVIDE STD HOLES KICKER CONNECTION PERPENDICULAR TO DECK FLUTES (2) SIDES KICKER CONNECTION TO STEEL BEAM --- 1/2" BRG R W/ (21 1/2"0 ADHESIVE ANCHORS — 1/4" CAP R �— (3) V5 EA. WAY 30" CENTER ON BRG RIND GP. SMOOTH • 4" TYP. H55 STRINGER 5TL COL. SMOOTH 4" TYP. TREAD/RISER IND ASSEMBLY PER© ®OP OF COL. PER ARCH, 3/B" 1Z W/ VERT, SONS SLOTTED HOLES GRIN SMOOT I/ SECTION 3/8" GAP R 1/4" GAP FL H55 COL. TYP I/O • 2-12 2-12 11" TYP. 1/8" BENT TREAD H RISER 1'L'S TYP, I/O I2-l2 GONG. FILL AT TYP, AT TREADS TYP. 1/16 I STRINGER BEYOND TYPICAL STAIR RISER/TREAD ASSEMBLY DETAIL TYP. PANEL POINT O 3" TYP. TI (2) 7/811, - 57L JST A325N BOLTS L3x3x1/4 BRACE -- FULL DEPTH SHEAR - SKEW AS REQ'D R PER - COPE H BEND LEG IZEF GRIND SMOOTH TYP. GRIN 5MOOT H55 STRINGER TREAD/RISER ASSEMBLY PER /16 5 5 ----FOR SLAB EDGE 64" TYP.'; T, C,ONDITION 5E y 11716M, r. DETAIL MTL DECK 6 GONG. TOPPING 3/8' GAP PL STL BM STL BM TYP.>5/16 5/6 ,r "WIDTH OF COL." . I/8" 3/8" GAP E 111" GER AS" VERT. VERT. LONG SLOTTED HOLE SECTION -- J-�-- 5/8"m A325N BOLT - LOCATE AT B0T. OF HOLE - H55 COL. 6 H55 BM - DETAIL FOR DETAILS 4 CALLOUS IN COMMON SEE 4117 - (3) 55x4'-16" 0 3" 0.G. AT STRINGER CONN, CO. l.r DJ JAN 04 2013 City of Tukwila r2UILD;NG DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2010 City of Tukwila UILDING DIVISION 5)EVII Cn .l' I JUL 03 2013 RE!D MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA': ttAJPde&Am.;: '.. Watdngton4... Drawing Title: STEEL FRAMING DETAILS Date 6.14.2018 Drawn By BCF Pr5e7 No. 16.08 Sheet No. S5.13 BLRB ARCHITECTS. P.S. 4 5 6 7 9 A 0 H 25 Foster HS v2017 H5S2x2x1/4 BRACE TO BM ABOVE ---. H552x2x1/4 BRACE TO 516 ABOVE OPP. HAND "70 20 GA. 65" TYPE "EP MTL DEGK - SE CANOPY FRAMING PLAN 1/4'' = I/O I/O 1/4" GUSSET H552x2xI/4 DRAGE 61/ 3/8" SLOT - OVERSLOT AS REDD' FOR ERECTION ---- 1/4" GUSSET 0 SECTION I I/O /8 k2 IIH rl5 20 GA, 66" TYPE '6" MIL DECK - SEE CANOPY FRAMING PLAN 1/4 = 1-0 5TL BM 1 I/O I/ t 455 BM E-- H55 BM It BRACE 4 55.14 — 20 BA, 1E5' TYPE "B" MTL DECK - SEE I/O 4 I/O 4 I/O k205 I/O T2iS I/O I/O MTL DECK - / ATTACH PE 3/0 T. NU (2) 3/16 7/8"6 A325N - 1 BOLTS CANOPY FRAMING PLAN 1/4" = 7-0" TYP. GRIN 5MOOT 5/1 EGI ANGLES - STL CHANNEL PLAN DETAIL r-ey I/O t1/4"x3" Tff B I/O 2'S I/O SECTION 11/2" - 5TL CHANNEL I/O h. 4 I/O F 4 1/4 3/16, C,AP 1/4 H55 COL. /16 IN / d‘TYP. T4B n I 1 1/16 SECTION 11/2" DOGE Lu. 1161,1:512 APPIEGL•:113 JAN 04 2013 City of Tukwila BUILDING DIVIGION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2018 • City of Tukwila BUILDING DIVISION H55BM It3/8"x4" Td B TYP. TOO PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District EMEIM1111111111111111 TACOMA 1 ISPOddANE 1250 adficdm. CANOPY PLAN AND DETAILS 81004 ARCHITECTS. P.S. 2 3 4 5 6 7 8 9 18 9:19:21 AM A B D E F G H K TYP b BRG TYPICAL AT FLAT OR SLOPE < 1/4:12 TOP CHORD SHOWN DOT. CHORD E WEB NOT SHOWN FOR CLARITY - 555E ARCH. TYP. FOR SLOPE DI PLUMB GUT END U.N.O. SEE ARCH. (p DRG /16 THREADED STUD TO BRG TYP. STD BM GA, PER A1SG AT STL / / BM'S PER JOIST ! MFR OTHERWISE - D3 BRG EL. --1/2" GAP G BRG ''-- BRG'- FIELD INSTALL (2) THRU-BOLTS (THREADED STUDS AT EMBED 1 AT THRU-BOLT CONFLICTS) AT STD JOIST GA. WHERE REQ'D BY JOIST MFR JOIST TYPE i BEARING DEPTH I WELD FIELD INSTALLED BOLT SIZE SIZE "A„ WELD LENGTH "LW BOLT TYPE DI 02 D3 D4 'K° 1 3(5 3) ! 3)5 3)5 1 I/2"4 I/8" 2)5 I/20 A301 6" 3/4'4 1/4" 3" 3/400 A301 "GIRDER1 7 " i 1)6 1 3/4"4 5/16" 4° 3/4"0 A307 TYPICAL JOIST BEARING DETAIL N0 SCALE LS, C2� ALL BEARING DEPTHS MEASURED FROM CL OF BEARING JOIST MER/SUPPLIER OFFSET JOIST IF REQ'D TO ACHIEVE MIN. BEARING THRU-BOLT LOCATIONS SHALL BE SHOWN ON STEEL 5HOP DRAWINGS UPPER PANEL POINT ; -- OPEN WEB TYP. 5TL JOLT ------- LOWER LOWER PANEL POINT TYP. U HANG WITHIN 3" OF ANY UPPER PANEL POINT FOR "K" SERIES JOIST, 6" FOR "LH" SERIES. HANG WITHIN 3" OF ANY LOWER PANEL POINT FOR "K" SERIES JOIST, 6" FOR "LH" SERIES. TRAPEZE BETWEEN ANY PANEL POINTS. REINFORCE TOP CHORD - AS REQUIRED BY JOIST MFR, REINFORCE BETWEEN LOAD LOCATION AND LOWER CHORD PANEL POINT - AS REQUIRED BY JOIST MFR. NOTES: 1. JOIST MFR DESIGN JOIST FOR 3005 ADLOAD. 2. THE MAXIMUM ALLOWABLE TOTAL LOAD THAT MAY BE ADDED TO ANY ONE JOIST = 120F. 3. SINGLE LOADS LESS THAN 100F MAY BE ADDED ANYWHERE ALONG THE UPPER CHORD (NOT JUST AT PANEL POINTS) WITHOUT ADDING AN ANGLE TO STIFFEN THE JOIST, 4. DO Q GUT OR DRILL THROUGH ANY JOIST MEMBER. 5. THIS DETAIL 15 APPLICABLE TO HANGING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC,, 6. ALL STIFFENERS PER JOIST MANUFACTURER REQUIREMENTS PROVIDED DI THE GENERAL CONTRACTOR. (L BM BRG AT (L BM PER AT STL JOIST 5PAN GREATER THAN 40'-0" PROVIDE STIFF. TL 3/8' AT JOIST (L TYP.--------- 5TL BM --- 5/16 5/16 I/O TYPICAL STEEI JOIST AT STEEL BEAM SECTION TYP "- STL JOIST L2x2x3/16 AT EA. JOIST - INSTALL AFTER ROOF DECK D.L, 0 SCALE GUT BRIDGING A5 REQ'D NORMAL HORIZ. BRIDGING ADD HORSZ. BRIDGING EA. SIDE OF INTERRUPTED JOIST SPACE ADD DIAGONAL BRIDGING EA, SIDE OF INTERRUPTED JOIST SPACE - BY JST MFR -� GUT BRIDGING AS REG'O —� MECH. DUCT OR UNIT ALLOWABI E METHODS AND LOCATIONS FOR HANGING I OADS FROM OPEN WEB STEEL IOIST TYPIGAI BRIDGING INTERRUPTED BY DUCT OR UNIT DETAIL 0 SCALE DETAIL `NORMAL CROSS BRIDGING NO SCALE BRG AT (L BM PER 0--_,, EXTEND TOP CHORD -- STL BM CLBM TYPIGAI STEEL JOIST AT STEEL SAVE SECTION STL JOIST - L2x2x3/16 AT EA. JOIST - INSTALL AFTER ROOF DECK D.L. NO SCALE AT STEEI SEAM NORMAL GROSS BRIDGING BY JST MFR — MTL DECK SPAN VARIES ---� 3/I6, 2 L2x2x3/I6 MIN. AT EA. LINE OF CROSS BRIDGING (BY JST MFR) COPE DOT. LEG - OPEN WEB 5TL JSTS --- TYPICAL CRO55 BRIDGING AT STFFI IOIST4 DETAIL NO GROSS BRIDGING AT END BAY - CONT. IZ VS V <TYP. C BM BRG AT CE BM PER STL JOIST 4-1" L2x2x3/16 AT EA. JOIST - INSTALL AFTER ROOF DECK D.L. TYPICAL STEEI JOIST EACH SIDE OF BEAM SECTION - PROVIDE (2) 5/8"0 EXP. ANCHORS 0 3' 0,0 WITHIN 3" OF BRIDGING LOG. - CONT. ANGLE L2x2x3/I6 MIN, AT EA. LINE OF GROSS BRIDGING (BY JST - MFR) AT PARAPET NO SCALE NO SCALE MN I6 2 3 MIL DECK 74 SPAN VARIES L3x3x3/16x0'-6" W/ (2) 5/8"6 EXP. ANCHORS ® 3" 0.G. - EMBED 5" MIN, AT STEEL BEAM - CONT. R AT TOP OF WAI J TYPICAL HORIZONTAL BRIDGING AT STEEL JO15T5 DETAIL L3x3s3/16x0-6" w/ (2) 5/9"0 EXP. ANCHORS 0 3" 0.C. - EMBED 5" MIN. NO SCALE JAN C 4 25) City of Tukwila UILDiNG DiV181CN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing Tele: STEEL BAR JOIST DETAILS BLRB ARCHITECTS, 7 S. 2 4 6 7 8 9 6/15/2018 9:19:27 AM CtRevit Models\16325 F A O E BRG AT LL GIRDER PER �---- JOIST GIRDER SOT. CHORD BRACE A5 SPECIFIED 4 SUPPLIED BY JOIST GIRDER MFR TYP. PER J5T MFR TYPICAL STEFI JOIST TO JOIST GIRDER SECTION NO 5GALE LEDGER ANGLE - SEE /4 9,, /2" GLR 2 12 — PER ARCH. DEPTH AT CL BRG PER 1117 ;— R 3/8"x4"x0'-1" /8"x4"x0'-8" - GONG. WALL (TYP. REINF. F{=--- - NOT 51-101IN FOR CLARITY(. TYPICAL STEEL JOIST BRACKET SECTION NO SCALE G PHASE 2 MTL DECK N PHASE 2 BM -� K SECTION FOR DECK ATTACHMENT MTL DECK PER PLAN PER PLAN STL J5T PER PLAN 5/B"0 „U" BOLT--- R 3/8"x6" - �\ 3"o SCHEDULE 40 STL PIPE CONT. % 2'-0 MAX. - 6" MIN. AT CANTILEVER ENDS TYP. NOTES: I. STEEL PIPE BY BASKETBALL BACKBOARD MANUFACTURER. LOCATE AT LOWER CHORD PANEL POINTS OR PROVIDE FOR ADDITIONAL WEB MEMBER TO UPPER PANEL POINT CAPABLE OF RESISTING 6008. 2. VERIFY LOCATION OF PIPE W/ EQUIPMENT MFR. 3, ATTACH PIPE TO A MINIMUM OF (2) JOISTS PER PIPE, TYPIC,AI BASKFTPAI L HOOP SUPPORT SECTION NO SCALE C6x5.2 AT ALL SIDES OF MECH. UNIT — I85" PIPE RISER SEE 0 5GALE THREADED STUD GAGE PER JOIST MER _....-.._--/;--Il2" SAP 1/2" IN BRG AT PER EACH SIDE OF GOI I/2" E BRG BOLT GA, PER JST MFR ---` I/2" 5 16 TYP, - 115' TYP. —� EL COL. 8 JST BRG _ -- 112"o THREADED STUDS 0 'K" JOISTS 314"o THREADED STUDS e "LH" 8 GIRDERS j JOIST BR6 WIDTH I/2" MIN J - VERIFY PRIOR TO COL. FABRICATION TYP. AT THREADED STUD 3/1 - THREADED STUD GA. PER JOIST MFR BOLT 8 JOIST BRG - PROVIDE TYP. SLOTTED HOLE IN JOIST 8 STD "D" ROUND HOLE IN SEAT - SEE TABLE FOR BOLT SIZE --- H55 COL. - 13/16%, HOLE TYP, JOIST TYPE BOLT SIZE 8 kE "A" SIZE GRADE (CENTERED ON COL.) !MIN. SIZE R "G" IN. SIZE MIN. SIZE K SERIES : 1/2"0 A301 �- R I/2"x6"x0'-6" E 1/2" R I/2"x6" R 1/2"x6" LH SERIES 3/4"0 A301 IZ 3/4"x6„x0.-T1" JOIST GIRDER ! 3/4"0 A301 3/4"x6"x0'-1i8G" R 3/4" ! R 3/4"x6" R I/2"x6" P 1" R I"xb" (2) R 3/4"xb" e6"0.G. TYPICAL JOIST TO H55 COLUMN CONNECTION DETAIL /1 3/16 I116" e PANEL POINTS UPPER CHORD PANEL PT -/, 3" MIN. TYP. —ro JST OUTLINE OF MECH. (L J5T UNIT ABOVE PROVIDE FRAME FOR OPENING THRU ROOF- SEE -- L5x3x1/4 NOTE: PROVIDE FRAMES IN ALL BAYS OVER WHICH MECHANICAL UNIT RESTS. VERIFY SIZE AND LOCATION OF UNIT WITH MECHANICAL CONTRACTOR TYPICAL MEGHANIGAI UNIT SUPPORT FRAME (MAX HT ON THIS FRAME = 60008) DETAIL NO SCALE FOR J5T GONN. SEE 3/16 /4-12 SECTION !6 1/4" BENT R CONT. BTWN STL J5T5 PLG2 EA. STUD W/ (3) #10 INTO STUD 8 (3) P.A.F, (0.151"O) INTO BENT 5005162-43 GF5 STUD WALL e IS" 0.G. TRACK 8 ATTACHMENT PER (E) MTL DECK -_ --- (E) STL BM MTL DECK PER PLAN .` STL BARS JST (E) L5x3x1/4 LEDGER PER PLAN SECTION MECH. UNIT FRAME --\ L3x3oI/4 CONT, ALONG MECH. UNIT FRAME --- HT A5 REQ'D TO LEVEL MEGH, UNIT 8 CLEAR DECK 8 INSULATION SUPPORT FRAME R 3/I6"x2"x31ry" — I(9"0 PIPE RISER G 4'-0" O.G. MAX. 8 WITHIN I'-0" OF END OF UNIT RISER SUPPORT FOR MEGHANIGAI UNIT FRAME DETAIL NO SCALE '.` (E) GF5 STUD WALL - (E) GIG) AT SIM. J5T MFR TO PROVIDE ADD'L VERT MEMBER BTWN ANGLES WELD PER I 5" MAX. - VERIFY W/ JOIST MFR --- 5TL JOIST ABOVE 2(9" BRG MIN. TYP. 5TL BM — 1/4 STL JST ABOVE BAR 8 W.P. 3 G F, v> 1„ox12" BAR FL' 3!4"x8"x1`-1" — T8B TYPICAL DETAIL AT INTERSECTING VALLEY OR HIP J015T5 PLAN DETAIL [ERG DEPTH / AT W.P. AT ¢OF BM PER ® IN" (T.0.5.) AT W,P, NO SCALE GONG. WALL (TYP. REINF. NOT SHOWN FOR CLARITY) --- 858,4'-0" VERT. PROVIDE 135° TYP, HOOKS AT BARS I..._ WHICH CANNOT J BE EXTENDED --- - v MIN. WALL THICKNESS IS 10" PI AN DFTAII SECTION ,---� >•5 x 4'-0" UNDER TOP PAIR OF STUDS - PROVIDE 05 U-BAR W/ LAP PER GENERAL NOTES AT WALL END TIFF, E EMBED (9 3/4"x15"xl'- 3" W/ (4) 3/4"o x 6" HEADED STUDS e (2" O.G. NOTE: BARS AT EMBED IN ADDITION TO NORMAL WALL REINF. - WALL REINF, DOES NOT REPLACE ADDITIONAL BARS STL J5T - TOTAL ALLOWABLE VERT. / LOAD = 32008 PER JST N Lbx6x1/2 SUPPORT ANGLES EXTEND 3" MIN. BEYOND MAT MOVER --- SECTION 3/16 22-2 3/I6 5/5"0 HANGER RODS PER MFR TYP. —MAT MOVER MECHANISM 5 V VER9.T" - LAP PER GENERAL NOTES GONG. WALL TO MATCH WIDTH OF (E) WALL BELOW ------- ® 23'-0 ROUGHEN (E) TOP OF WALL TO 1/4" AMPLITUDE SECTION 15 e 1'-6" 0.G. HORIZ. 1/E'0 HAS- ADHESIVE ANCHOR 9 8„ O.G. - EMBED Ili" INTO (E) GO G. VIAL E) GONG. WALL City of Tukwila BUILDING DIVISIC REVIEWED FOR CODE COMPLIANCE APPROVED JUL 052018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District STEEL BAR JOIST DETAILS BLRB ARCHITECTS. P.S. NOTES: A I. SEE PLANS FOR COLUMN AND BEAM SIZES. ALL COLUMNS ARE CONTINUOUS UNLESS NOTED OTHERWISE. C D E G K U 2. ALL WELDS ON BRACED FRAMES SHALL MEET LATERAL FRAME REQUIREMENTS - SEE GENERAL NOTES. 3. ALL BRACE GUSSET PLATES SHALL HAVE RIGID INSULATION AT CONCRETE SLABS PER I/55.35, 4, FOR TYPICAL ANCHORAGE INTO FOOTINGS SEE 2/S5.35. 5. ALL BRACE CONNECTIONS TO GUSSET PLATEN SHALL HAVE COVER PLATES PER 4/55.35. 6. DESIGN INTENT 15 FOR BRACES TO BE INSTALLED BEFORE CONCRETE FLOORS ARE POURED. ALL WELDS BETWEEN BRACES a GUSSETS TO BE PLACED PRIOR TO CONCRETE POURS. T. SEE ARCH. FOR FURRING REQUIREMENTS AT FRAMES. WELDING AND/OR SHOOTING POWDER DRIVEN FASTNERS ONTO PORTIONS OF BRACES OR 6U55ET515 NOT ALLOWED. SEE 2/55.37. BRACED FRAME NOTES NO SCALE WIHx&b t 1 ELEVATION 1/&" = 1-0" OPP, OPP LEVEL 2 ®•. OPP LEVEL 1 417 ELEVATION I/O" = ELEVATION I/O" = 1-0" 11 I 1i 1 tom, _ 1 11i1 ELEVATION OPP, LEVEL IA_ ELEVATION ELEVATION ELEVATION ELEVATION I/8" = P-0" LOW ROOF _—.._.30:-3. 0 LOW ROOF Wit, ---I - WI&x96 f^11 3m-3: ,.® iAA. - - ,i'f ELEVATION COL -a, APPLL.,, L.D JFdd 04 2313 City of Tukwila BUILDING DIViSIS; REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 251E City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRa co STEEL BRACED FRAME ELEVATIONS Dale: 6.14.2018 . 1—.. P.. sect No. 16.08 Sheet No, S5.30 of BLRB ARCHITECTS, P.S. 4 7 8 15/2018 9:19:90 AM C:V_Revit Models \ 16325 Foster HS v2017 (Centrai)danhsvt A B D K 4,' Iff+ lf.“— —F57 . .---. Hibxgil Q---------17.:* LEV4L02 Ail, 5/39 il ELEVATION OPP, LEVEL OPP. OPP. 0 2.,„ ELEVATION 0 LC5' :0)?3F'-'1111'0 L°Ng?; NI4x68 OPP. ELEVATION LEVEL 4:0' .99 LEVEL01„ Av OPP. ELEVATION OPP. .807/1 LEVEL 24 A- ) OPP. LEVEV 4, ELEVATION I/O' = 1,0" L"3CCO)°31 OPP LEVEL 2 A OPP, LEVELOI ELEVATION ELEVATION I/O' 7 -0" OPP. LEVEL 2 Ai LEVEL1, A 0v LOIN ROOT, NI4x68,—.. 30-3' OPP. OPP, LEVEL 2 g- "3-<[ OPP. LEVEL 1 0 ELEVATION LEVEL 2 4/9 11.• Off' A :•Aliff ,e Of I sojr// A- fEfloO ( r, ELEVATION I/O' 7 1,0' OPP. LEVELO! LON ROOF N14x68.--- 30,-3" -V OPP. ,'?"/'757 OPP /L '7ir• LEVEL 2 11f \h-1 OPP. LEVEL 1g 0" '17 ELEVATION JAN 04 2519 City of Tukwila BUILDING DiViSICN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2016 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB. TAcOrilA SPOKAPIE I IRO rzi-L.,,..No TiFiffE.) 1250 Pacific ri suir99 ElffAQE: Drawing Title: STEEL BRACE FRAME ELEVATIONS Del' 6.14.2018 Drawn BY: BCF Project No. 16.08 Sheet No, S5.31 of 9199 ARCHITECTS, P.S. 2 4 6 7 8 9 6/15/2018 919:93 AM \_Revit Mode A B D E G J K L) ) LE,(:Le ELEVATION I/O" = l'-0" OPP OPP, LEV1472 :040, \ OPP, ) LEVEL,;' ELEVATION I/O. l'-0" ELEVATION I/O= i -0" EL 2 40 s CCA•YLL: JAN 04 20 City &Tukwila UILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 201 • City &Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB Alt i9'4°1 Drawing Title: STEEL BRACE FRAME ELEVATIONS - ALT. BID Da" 6.14.2018 Drawn 5Y BCF N° 16.08 Sheet No. of S5.32 BURS ARCHITECTS, P.S. 4 5 6 7 9 1" MIS A CONNECTIONS VARY PROVIDE COMPRESSIBLE MATERIAL (RIGID INSULATION) TO BLOGKOUT SLAB AT BRAGE CONNECTION TYPICAL Fl OOR SLAB BLOGKOUT AT BRACE CONNFGTION DETAIL H MIS. 1" MIN- z z E f SEE APPLICABLE DETAIL GALLED _J TYPICAL FOUNDATION SLAB DI OGKOUT AT BRAGE CONNECTION TYPIGAI FI OOR 51 AB BLOGKOUT AT BRAGE CONNECTION BRAGE FRAME COL. - GUSSET 4 BRAGE BEYOND (NOT SHOWN FOR CLARITY) ---- NO SCALE D E B' ® T.OF. =- G H55 COL. PER PLAN ---- PROVIDE 3/4"x3/4" CHAMFER AT INSIDE CORNER OF GUSSET -- 5 W.P. --- BASE PC 21" (50 KO) R 3"xll"x I'-0" 5HEAR LUG (50 k50 ALL SIDES NOTE,: FOR ANCHORAGE INTO FOOTING SEE 41111TYP. TYPIC,AI BASE PLATE AT BRACED FRAME SECTION ARIES H55 BRAGE GUSSET T. 3/4" YIELD LINE " NON -SHRINK GROUT -- (6) 14q"0 ANHHOR ROD5 PER TYP. - PROVIDE 254y"o HOLE IN BASE 1 P. U.T. TYP, —`'_'-- PROVIDE 5,6"x10t4"xl'-4" BLOCK - OUT IN SPREAD FIG TO RECEIVE 5HEAR LUG - FILL IN/ NON -SHRINK GROUT NO SCALE H K MAINTAIN GLEARANGE FOR ERECTION BOLT ----� GU55ET R - 10" gusset — 3/4" ERECTION BOLT A5 NEEDED FOR ERECTION GLEARANGE --� TY 5/16" COVER T. A5I2 GR 50 EA. SIDE (SAME WIDTH A5 BRAGE �'— RADIUS = gusset 1/16" 2 CL.. BRACE £ GUSSET -- TYPICAL COVER PLATE AT H55 BRACED FRAMES DETAIL SLAB ON GRADE TYP. OUT ON FRAME ELEVATION FOR 1/4" j, ANCHOR ROD TEMPLATES ANCHORS E BLOCKOUT--------------------� T.O.E. EL. NO SCALE SECTION NO SCALE 2" O.G. EQ 1 EQ EQ EQ 1 50 1 E0 TYPIGAI BRACED FRAME ANCHORAGE INTO FOOTING OTT OF BOLTS/RODS PER DETAIL HOLE DIA. 15 1/16" LARGER THAN THE SPECIFIED ROD DIA. TYP. WASHER "A" -- BASE 5 - VARIES 'PROVIDE ANCHOR ROD TEMPLATES FOR EA. ANCHOR ROD GROUP TIP. - PROVIDE (I) ADD1 NUT PER ROD TO SECURE TEMPLATE NUT STAKE THREADS - -- 2" PROJEGTION THREADS TO EXTEND 4" BELOW TOP OF BA5E R FOR I" RODS, 6" FOR 1I"0 RODS - STAKE THREADS EXTEND THREADS 1/2" BEYOND NUT ANCHOR ROD WASHER NUT SIZE MATERIAL TYPE SIZE I55 S F1554 GRADE 105 A 55 1/2"x4"x0'-4" W/ Red, HOLE GIRD A565 GRADE DH HEAVY HEX B ASTM Fb44 CARBON FLAT WASHER P AIL AT BRACED FRA COL., JAu 04 25i3 City cf Tukwila UILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District STEEL FRACED FRAME DETAILS BLEB ARCHITECTS, P.S. 5 6 7 8 A B H55 INFILL TO MATCH COL, SEE 3/4°0 MB.---�,_ YIELD LINE -- H55 COL, C PER PLAN D TYP, �{e SECTION NO SCALE M 3 SECTION NO SCALE 3 TYP. 3 YIELD LINE 1 TYP. 3/4" GUSSET A STL BM �-- BM CONN. PER -- 3/4" GUSSET R /8 /8 BRAGE PER EL. RAGE 7.7 5 TYP 3/4"0 M.B. TYP. P, BRACE PER EL. TYP. 5/8 BM CON PER BM 3/4" GUSSET R YIELD LINE 35° TYP. 8 8 BRACE PER EL, -- SECTION NO SCALE - :L BRACE ---- H55 INFILL TO .-LLT MATCH SOL - SEE 5 3/4"5 M.B. COL. PER PLAN Ilk -- STL BM N2E: SEE OTHER SIDE FOR GALLOUTS IN COMMON /8 STL BM PER PLAN TYP 8 3 30 TYP, 35° AT 51M, R 3/8" EA, SIDE TYP, --- 5/I6 , �—. BRAGE\ i PER EL.1 TYP. SECTION TYP, U.N.O. 30 TYP, 35° AT 51M -- R 3/8"x2" 'Lm �C `e EA. SIDE TYP, TYPIGAI AT OFFSET BRACE ANGLES BRACE PER EL. TYP. — 3/4" GUSSET R -- 3/4"0 M.D. TYP. -- YIELD LINE TYP, 5/8 3/4" GUSSET 0 NOTE: SEE OTHER. SIDE FOR GALLOUTS IN COMMON. /0N NOTE: SEE OTHER SIDE FO GALLOUTS IN COMMON, 5/18 5 TYP, 5/8 YIELD LINE TYP. — STL 8M PER PLAN --� TYP. R 3/8" EA. SIDE P. - STIFF. R 3/D° EA. SIDE TYP. (35 5/16 D SIDE 5/16 TYP. U.N,O. 3/4"0 M.B. TYP, — 30 TYP. 35° AT SIM, —\ 3/8 3/8 BRACE PER EL. TYP, <A BRACE PER A TYPIGAI AT SIMILAR BRACE ANSI E5 0 TYP. 5° AT SIM, 3/4" GUSSET IE 3/4"0 MB, TYP, - YIELD LINE TYP. - FOR "F4512" PROVIDE STIFF. R 3/8" EA. SIDE TYP. 5/8 5/8 S-0 R 3/8"x2° EA. SIDE TYP. 3/4" GUSSET R ND: SEE OTHER SIDE FOR GAL LOUTS IN COMMON, 0 SCALE Cc JAN 04 2J2 City of Tukwila BUILDING BIVI0:Ctl REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2016 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District STEEL BRACED FRAME DETAILS ome 6.14.2018 ora0,DBy: BCE Project ND. 16.08 Sheet No. S5.36 of BLRB ARCHITECTS, P.S. A B c ID E F G K WF BM TO MATCH BM PER PLAN STL BM PER PLAN ---..� H55 INFILL TO MATCH COL. - SEE ©---- V HS5 COL. PER PLAN — SECTION NO SCALE CHAMFER CORNERS --- SPLIT H55 EA. SIDE TO MATCH GOT. SIZE PER PLAN SECTION NO SCALE rL COL. COL. ABOVE PER PLAN COL. ER PLAN 35° TYP. i STL BM l PER PLAN 5/8 5/8 V /4° GUSSET 0 3/8 TYP. 3/8 -- BRACE PER EL. TYP. -- TL BRACE 5/8 5/8 V WF BM TO MATCH 5M PER PLAN BM GONN, PER STL BM PER PLAN — W.P. — H55 INFILL TO MATCH COL. SEE TYP. SIDES H55 COL. PER PLAN --�� SECTION NO SCALE END CONDITIONS VARY - DWG IS SCHEMATIC, COL. SECTION NO SCALE NO PIN OR WELDING IN HATCHED AREAS TIP. NOTE: ERECTION/FURRING TECHNIQUES NOT SHOWN - GENERAL CONTRACTOR TO DESIGN AND PROVIDE SUPPORTS AS REQUIRED TO AVOID PROTECTED ZONES TYPICAL. PROTECTED ZONE OF 5-BRACED FRAME — NO PIN OR WELDING IN HATCHED AREAS TYP. NOTE: ERECTION/FURR1NG TECHNIQUES NOT SHOWN - GENERAL CONTRACTOR TO DESIGN AND PROVIDE SUPPORTS A5 REQUIRED TO AVOID PROTECTED ZONES TYPICAL. PROTECTED ZONE OF INVERTED-V BRAGFD FRAME D LINEYIELTYP. L 1" TYP. 4- 3/8 RAGE Y - 3/4" GUSSET R Q' l-- STL BM ry �' PER PLAN 4" GUSSET E 3/8 3/8 V BRACE PER EL. TYP. E. BRACE TYP. CE COL. H55 COL PER PLAN -- STL BM PER PLAN --` KNIFE R (4) T/8"O A325N BOLT 5/I6 H55 COL. PER PLAN SECTION NO SCALE tE BRACE - H55 BRACE H55 INFILL TO MATCH COL SEE SECTION NO SCALE TYP 3/40" M.B. TIP. YIELD LINE 3/4" GUSSET R 5/8 TE BM ♦ STL BM PER PLAN IL COL. COL. SEE -V2" -215 TYP STL BM PER PLAN G.P. U.T. T65 AT 51M. r-= WELD ACCESS I HOLE PER AISG 360 AT 51M. 5/B 5/8 V Et H55 INFILL TO MATCH i V H55 COL. PER PLAN ---- EDGE OF GUSSET R I/2" R EA. FACE W/ (18) T/8"0 A3255G BOLTS IL2, 3:3/2" GLR �, 2.: �- W14x EDGE OF GUSSET R I/2"R W/ (1611158EA. A3255FACEG 0 0 0 0 0 I!00 r BOLTS J --`_— EDGE OF GUSSET R 1/2° R EA. FACE Wi (20) 1VO A3255G BOLTS M \'1/2" GLR 1^118x OR 1,721x DETAIL 0 SCALE 1" TYP. - YIELD LINE TY — EDGE OF GUSSET R k COL. SECTION WIDE FLANGE BM TO MATCH BM PER PLAN 4 .� 3, BRACE BRACE PER ELEVATON 3/8 V (T7P. 3/4" GUSSET R 3/4"o M.B. TIP. STL 5M PER PLAN -- BM CONN PER NO SCALE GGcG C ;f��E JAIS 04 2010 City cf Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE • APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing Tire: STEEL BRACED FRAME DETAILS BLRB ARCHITECTS, P.S. 6 7 9 3/8"xl'-0"x5" W/ (4) A 1/8"0 A325N BOLTS ----- C D E G H K 2' IL BM H55 COL. INFILL PER C 5/16 CANN. PER BRACE FRAME ELEVATION SECTION 363" O.G. TL COLLECTOR BM Q COPE BM FLANGE 5 WEB BM H55 COL. PER PLAN TL COL. 1/4 -12 1/4 5/I6 5/16F MTL DECK PER PLAN I/2"0 PUDDLE WELDS 8 6" 0.G. - L3x3xl/2 3/8"x5:x(-0" W/ (4) 2"- 1/8"0 A325N BOLTS 1/2" RADIUS - TYP. I/2" Q1/2" GLR. TYP. COPE TOP OF BM 5/16 STL BM PER PLAN SECTION — STL COLLECTOR BM PER PLAN WIDTH OF J5T 1/4" - GOORD. W/ 1/2" BENT Q GENERAL CONTR. / (A512 GR 50) 24" I/B 1 -12 US I -12 J5T GIRDER PER PLAN H55 COL. PER PLAN SECTION (E) MIL DECK GONN PER -- 5TL BM FRM'f INTO COL. PEI - NOT SHOWN FOR CLARITY �- H55 PER PLAN Ir (E) STL J5T 1 MTL DECK PER PLAN STL 8AR J5T (E) MTL DECK - 1/2'0 PUDDLE WELDS ®6" O.G. S 3/8" BENT L BTWN (E) STL JSTS --- ' v H55 COLLECTOR ♦\ PER PLAN (E) ANGLE - GUT BOT. LEG A5 9" -FIELD n REO'D TO ALLOW ERECTION OF H55 COLLECTOR 1/2" PL W/ (4) 3/4" 0 A325N BOLTS AT 5TD GAGE SECTION • 5TL BM PER PLAN STL COL. PER PLAN VERIFY -0--- /4 I -1 FOR WELDING - (E) MTL DECK - 5E (E) L5x3x1/4 1' LEDGER --- - SECTION ♦ (E) WALL HD V (E) 5TL JST H55 COL. PER PLAN ----, PERPENDICULAR BEAMS NOT SHOWN FOR CLARITY SECTION V8 H55 PER PLAN 1/4" COL. GAP STL BM 5IDE5 PER PLAN ROOF MIL DECK PER PLAN 3/16 -12 SECTION 5/16 5/I6 2 51DE5 H55 PER PLAN (E) MIL DECK 12 JANl0422) City of Tub wflla UILDING DIVOT(ON REVIEWED FOR CODE COMPLIANCE APPROVED JUL05201B • City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District Drawing Tine: STEEL COLLECTOR DETAILS BLRB ARCHITECTS, P.S. A B C D E G 18 9:20:06 AM H J E EXTERIOR NON -BEARING CDS STUD WALL PENETRATION JAMB SCHEDULE 15 PSF LIVE LOAD 1 MI6 NUMBER STUD(5) AT JAMB O (2) ! (3) 1 (4) HORIZ, DEFLECTION LIMIT OF WALL HT � I I o z m m i m m , I '. MAX- JAMB HT (FT) m 3 - - II - 1 - - - 11. 4 I - - 10 - 12 8 8 10 - j 12 - m - q - II 3 10 10 15 14 16 16 - m 4 I 4 4 14 13 16 ' 15 I6 11 15 11 15 14 - 1 15 8 ,! - - 10 10 12 1 12 15 I 14 m 10 .. - - q q ; 11 { II j 13 113 12 i - 1 - - (10 1 10 12 12 3 16 I6 - v 4 ' 14 I 14 16 I6 I - - - - 1") 6 12 12 16 16 - - - - m 8 10 10 ; 16 16 - - - - e 10 - - ! 14 14 1 16 16 - 12 - ! - 1 13 13 116 16 - - WALL STUD 11 48 SCREW TYP. - NESTED XXX5131-33 AT EXT. WALL -- b" MIN. AT — EXT. WALL XXXT250-54 E8 SCREW 0 8" 0.G. TYP. \ 0Q NESTED HEADER 4'-0' MAX. PENETRATION SIZE (NOT ALLOWED AT DOORS) (6005 MIN. AT EXT) 5 INTERIOR NON -BEARING GF5 STUD WALL PENETRATION JAMB SCHEDULE 5 P5F LIVE LOAD STUD SIZE MIL ^ N. NUMBER STUD(5) AT JAMB z (I) l (2) (3) (4) Q HORIZ. DEFLECTION LIMIT OF WALL HT m 0 m .o m 0 m . 0 2 m m .p f i MAX. JAMB HT (FT) m 2 m0 3 i q q 14 12 lb 13 - (5 4 j 6 8 (2 11 15 (3 - 14 Bm ryGm m 6 l - - II 10 13 11 15 ( 13 8 - - 10 H 12 10 14 12 10 - 10 13 (1 - 8 5, I1 11 3 1 12 12 16 16 - - - m 4 4t 10 10 I6 16 , - - - - 6 j - - 15 15 16 16 - - m 8 - - 13 13 (6 16 - - 10 - - (1 II (5 15 16 16 12 1 14 14 lb 16 NOTES: I. BOXED JAMB STUDS SHOWN, BACK-TO-BACK JAMB STUDS PERMITTED AT CONTRACTOR OPTION. FOR DETAIL SEE 4/55.41. 2. FOR CONNECTION TO STRUCTURE ABOVE SEE 5/55.41 OR 2/55,41. 3. FOR CONNECTION TO STRUCTURE BELOW SEE 4/55.41. 4. HEADER AND STUDS SHALL BE CONTINUOUS - NO SPLICES ALLOWED. 5. (/600 APPLIES TO WALLS WITH BRICK VENEER -COORDINATE WITH ARCH WALL TYPES. CLIP FLG 4 BEND TRACK W/ (5) 48 SCREWS TO JAMB OR L2x2x54 MIL xl/2" LESS THAN STUD WIDTH W/ (5) 48 SCREWS EA. LEG WALL STUD ----- 45 SCREW TYP. ---- INT. WALLS 6005125-33 - EXT, WALLS 6005137-33 AT I0-0" MAX. OPN'G OTHERWISE 8005162-43 48 SCREW 0 - MB - SEE SCHED. 8" 0,G. TYP. PENETRATION XxxT125-43 TYPICAL NON -BEARING GF5 WAIL PENETRATION AT 16'-0" MAXIMUM STUD HEIGHT DETAIL 10' MIN 2012 2012 48 SCREWS ® 5" 0.G. TYP. TI25-43 x43" W/ (6) 4 8 SCREWS TO JAMB (3) E8 SCREWS TYP. —CLIP FLG 4 BEND TRACK W/ (5) 63 SCREWS TO JAMB OR L2x2x54 MIL x1/2" LESS THAN STUD WIDTH W/ (5) 43 SCREWS EA. LEG - JAMB - SEE SCHEDULE -^""'<-13"-'--- PENETRATION BOX HEADER (2'-0 MAX. PENETRATION U.N.O. 8'-0' MAX, PENETRATION AT 4" EXT, WALL 10'-0° MAX. PENETRATION AT 4" OR 3 " INT. WALL TRACK BLOCK PIECE TO MATCH WALL STUD CLIP FLG. 4 BEND - INSTALL 36" 0,G. MAX. - ALL STRAPS SHALL BE CONNECTED TO AT LEAST (I) BLOCK - PROVIDE ADD'L BLOCK EA. SIDE AT DISCONTINUOUS STRAP ------- WALL STUD - PROVIDE BRIDGING 0 48" 0.G. VERT. j MAX. (2) E8 EA. FL6 TYP. 1\14- SCREW ATTACHMENT - (4) 48 MIN. EA. SIDE -- TAUT 33 MIL. x I3" CONT. STRAP EA, SIDE (1) 43 EA. FL6 EA, STUD OPTION 1: BRIDGING CONSISTS OF DBI FLAT STRAP W/ BLK'G FULL HT 5HT16 - SEE NOTE El — T1--FASTEN W/ E6 SCREW MIN. 0 12" O,G, MAX. TYP. OPTION 4 FUI-I_ HT SHEATHING EA FACE TYPIGAI BRIDGING AT NON -BEARING WALL DETAIL PLAN • 1 n I WEI DEP ANSI E �-- PROVIDE BRIDGING 0 48" 0.G. VERT. MAX. PLAN s '/ l 6" MAX. TYP, MIN. EDGE DISTANCE = 3x SCREW DIA, - (2) 48 SCREWS TO GHANNELI STUD - I16"xl3"x(61)-I/2" CLIP ANGLE - (I) THICKNESS HEAVIER THAN STUD OR 54 MIL. MIN, '-150U50-54 GOLD -ROLLED CHANNEL - OPTIONAL SPLICE AT CLIP --CLIP ANGLE - PROVIDE DBL. CLIP ANGLE ((I) EA. SIDE) AT D.U. STUDS l: BRIDGINf> C.ON5I5T5 OF FD CHANNEL WITH GI IP ANG (6" MAX. STUD SIZE) TRACK BLOCK PIECE TO MATCH WALL STUD CLIP FLG d BEND - INSTALL 46" 0,G, MAX. - ALL STRAPS SHALL BE CONNECTED TO AT LEAST (I) BLOCK - PROVIDE ADD'L BLOCK EA, SIDE AT DISCONTINUOUS STRAP FULL HT SHT'6 - 5EE NOTE al �'V SCREW ATTACHMENT - 1 (4) E8 MIN, EA, SIDE FRAMED WALL - TAUT 33 MIL. x I6" CONT. STRAP — PROVIDE BRIDGING 0 48" 0.G. VERT, MAX, OPTION 3: BRIDGING CON ISTS OF SINGI F FLAT STRAP WITH BLOCK AND FULL HEIGHT SHEATHING OPPOSITE FACE NOTES: i. QUALIFIED SHEATHING SHALL BE G.W,B,. GYPSHEATHING, PW., OR 0.5.B. ONLY AND SHALL OCCUR FULL HEIGHT OF WALL. NO SCALE CONT. TOP TRACK - FOR TYP. SPLICE SEE BRIDGING - 8 SEE NOTE 2 TYP. a STL HDR BM AT WALL PENETRATION STL SILL BM AT WALL PENETRATION fl 0 BOT. TRACK STL COL. AT WALL PENETRATION TYP. 0 WALLS NOT EXTENDING TO STRUCT. ABOVE TYPO NON-DRG WALLS EXTENDING TO STRUGT, ABOVE NO SCALE \ 55 ni - STRAP BE OMITTED 6" OR MAY LESS IF —� TYP. HDR/JAMBS AT r1 _ .•.,.._.X.. TYP, AT 1 J HDR/JAMBS - Ss.40 7\�� L 3-,_ TYPE c4 i'� SILL 3 Y'. DBLx STUDS 2®12 X2 12 > -, 5>,4m \\ _ � SW POST UP STL BRACE DBL. FNAMEIl Q I "5 LL TRACK 0 TOP OF SLAB/STEM WALL/MTL DECK W/ CONG. TOPPING 56g TYP. C,FS STUD WALL FRAMING NOTES: 1, ALL NON -BEARING WALL STUDS SHALL BE PER I/55.41 UNLESS NOTED OTHERWISE. FOR WALL TYPE AND PROPER LOCATION 5EE ARCHITECTURAL DRAWINGS, 2. PROVIDE BRIDGING AT ALL NON -BEARING WALLS WITHOUT FULL HEIGHT QUALIFIED SHEATHING EITHER SIDE OF STUD PER 2/55.40 NOTE 41 3. FOR TYPICAL GF5 JOIST CEILING FRAMING SCHEDULE AND DETAIL SEE 4/55.43. 4 ALL WELDS SHALL BE I/8" FILLET MAXIMUM. FOR MATERIALS THINNER THAN 0.15". EFFECTIVE THROAT SHALL NOT BE LESS THAN THINNEST MATERIAL. WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE -- SHEET METAL" AWS D1.3. TYPICAL NON-BFARING GFS STUD WAI L FRAMING DETAIL TY MILS/GAUGE SCHEDULE MILS I MIN. GAUGE THICKNESS 30 33 .0346 43 54 68 0312 20 2 0451 I8 0566 16 .0713 .1011 1 12 CONT, GOLD -ROLLED CHANNEL CONDITION SHOWN TYP. to BRACE FRAME 5. STUD PUNCHOUT5 SHALL NOT BE SPACED LE55 THAN 24" 0,G. NOR WITHIN 10° CLEAR OF MEMBER END AT STUDS, HEADERS, BEAMS, JOISTS, ETC, FOR TYPICAL ALLOWABLE PUNCHOUT DETAIL SEE 2/55.42. 6. SCREWS SHALL BE THREAD -FORMING OR THREAD -CUTTING, WITH OR WITHOUT A SELF DRILLING POINT, SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. MINIMUM SPACING 15 THREE SCREW DIAMETERS, A MINIMUM OF (3) THREADS SHALL BE ENGAGED. 1. FOR TYPICAL GF5 WALL CORNER REQUIREMENTS SEE 3/55.42. 8, FOR P.A.F. REQUIREMENTS SEE GENERAL NOTES. NO SCALE SPECIAL GF5 FRAMING SHEAR WALL W/ SUREBOARD SHEAR WALL REQUIREMENTS MARK STRUCTURAL PANEL REQUIREMENTS EDGE 2,6 FIELD 6 SCREW SCREW BOTTOM TRACK ANCHOR - SEE 3/SLGM3 (A)� SUREBOARD SERIES 200 E6 5 6" 0.G nb 512" O,G, 5/8"0 EPDXY ANCHOR G 32" 0.G. - EMBED 5" W/ SUREBOARD SERIES 200 1 45 N 4" O.G. 86 5 12" O.G. 5/80 EPDXY ANCHOR 0 32" 0.G. - EMBED 5" SPECIAL GF5 STUD SIZE/SPADING REQUIREMENTS WALL MARK. STUDS SHALL ALIGN ABOVE. FOR 4 OF STUDS REQUIRED ABOVE SEE SCHEDULE. FOR TYPICAL WALL AND ADDITIONAL WALL FRAMING 1/55,40 AND 2/55.40. MARK STUD SIZE 6 SPACING I 4 STUDS RE072 BELOW JOIST/STUD ABOVE ( )INDICATES STRUCTURAL WIT JOISTS AND STUDS BELOW JOIST/STUD STUD BRIDGING DETAIL REQUIREMENTS SEE �1 6005200-54 O 16" O.G. (2) � \/ 1800962 0 12" O.G. (I) 2. ALL EXTERIOR AND INTERIOR WALL DESIGNATED AS SHEAR WALL SHALL BE BLOCKED AT ALL UNSUPPORTED PANEL EDGES, EDGE SCREW APPLIES TO TOP AND BOTTOM TRACK, PANEL VERTICAL AND HORIZONTAL JOINTS, WALL CORNERS, HOLDOWN ANCHOR STUDS, AND WALL END STUDS. SHEAR WALL STUD FLANGE WIDTH SHALL BE 5162 MINIMUM. BLK'G SHALL MATCH GAUGE OF WALL STUDS x 10" MIN. 3, ADDITIONAL REQUIREMENTS AT WALL PENETRATIONS, FOR TYPICAL DETAILS SEE 1/55.40, 3/55.40 & 4/55.40. 4. INSTALL SURE -BOARD PANELS VERTICALLY WITH STEEL FACE IN CONTACT W/ FRAMING. 5. SCREW SHALL BE SELF -DRILLING, SELF -TAPPING N0. 2 PILOT POINT BUGLE HEAD SCREW (4" LONG MINIMUM WITH MINIMUM 4B SHANK DIAMETER (0.13E0) AND MINIMUM 0.3145' HEAD DIAMETER, 6. PROVIDE 3"x3"x1/4" R WASHER AT EACH EPDXY GROUTED ANCHOR - WELD TO TRACK WITH FILLET ALL AROUND. DISTANCE FROM ANCHOR TO END OF TRACK TO BE 6" MAXIMUM, 3" MINIMUM, SCHEDULE 8'-0" MAX. PENETRATION AT 4" OR 341," WALL -12'-0" MAX. PENETRATION AT 6" & 8" WALL CONT. XXXT250-54 IMF. ---.` 45 SCREW TYP. --- NESTED XXX5(37-33 TYP. U.N.O. (OMIT AT 6" d 8" WALL W/ PENETRATION 5-0' MAX.) 48 SCREW N 8" 0.G. TYP. WALL STUD - ROUGH BPN'G - 41 CONTINUOUS XXX5131-33 NESTED 0417;I T AI_I OWED CONDITION AT ISGONTINUOUS TRACK PIECE 12 12 - CONTINUOUS XXx5162-54 SILL TRACK 6 STUD SHALL BE CONTINUOUS - NO SPLICES ALLOWEI JAMB PER PLAN - CLIP FLG 4 BEND TRACK W/ (5) 43 SCREWS TO JAMB OR L2x2x54 MIL x1/2" LESS THAN STUD WIDTH IN/ (5) E8 SCREWS EA, LEG I� XXXT250-54 IN 10-0' LENGTHS 6" CRIPPLE STUD IN/ (4) E8 SCREWS TO JAMB TYPICAL SILT AT GF5 WALL PENETRATION AT 16'-0" MAXIMUM STUD HEIGH DETAIL c SCALE TYPICAL HOLDOWNS SIZE I SCREWS THREADED ROD °d., , 5/HD85 I (Il) EI4 1/8"m 5/HDI05 (22) 414 I 1/8°4 I'-3" 5/HDI55 I (30) &14 I"0 5/LTT20I (5) 410 (/2"0 (2) CPS STUDS (MIN.) BACK-TO-BACK W/ 48 SCREWS 0 6° 0.G. STAGGERED TOP OF MN DBL, NUT 6 WASHER --z-� NOTES: I. SEE FOUDATION PLANS FOR HOEDOWN LOCATIONS, 2, ALL HOLDOWNS NOT OGGURING AT WALL CORNER ! a SHALL BE LOCATED AT THE EDGE OF A WINDOW OR A DOOR. EDGE SCREW EACH HOLDOWN STUD, 3, STEP FOOTINGS AS REQURIED TO MEET EMBEDMENT REQUIREMENTS PER I/53.01. - 6" 0.G. STAGGERED HOLDOWN W/ SCREWS d THR•D ROD PER SCHEDULE BOT, TRACK TYPICAL FOUNDATION ANCHOR ROD HBLDOINN NO SCALE Jr1104 2,j2 City of Tull 1 a BUILD D aE:1CN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 201E City of Tukwila BUILDING DIVISION ,[-))EVO EWE n JUL 03 2013 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District COLD FORMED STEEL FRAMING DETAILS BLRB ARCHITECTS. PS. 9 A B D E F G H K EXTERIOR NON -BEARING CFS WALL STUDS W/ MASONRY VENEER INTERIOR NON -BEARING GF5 WALL STUDS 15 PSF LIVE LOAD, 1/600 DEFL EGTION LIMIT 5 PSF LIVE LOAD, 1/360 DEFLECTION LIMIT I OR 2 OR 3 m STUD SIZ STUD MIL 33 MIL 1 43 MIL 54 MIL 68 MIL 1 STUDS SPACED e 16" OG. MAX. MAX. STUD HT ALLOWED 4005131 4005162 4005200 6005131 6005162 6005200 600507 8005162 8005200 10'-0" lm,_q" I II1_6" 10'-6" 1 IP_3" 1 12'-I" ..__I1'-1" ( IE-11" I___ 121-111 13'-10" 14'-10" / 15'-11" 14'-5" 15'-6" 16'-1" 16'-3' 1 I1'-6" I7'-6" IS'_10" 1 20`-2"-li 15'-2" I9'-7" 211-0' 19'-1" 20'-6" 22'-0' EXTERIOR NON -BEARING GF5 WALL STUDS 15 PSF LIVE LOAD, 1/360 DEFLECTION LIMIT STUD MIL 33 MIL 43 MIL 1 54 MIL I 68 MIL STUD SIZE ] 1 STUDS SPACED ®16" O.G, MAX. MAX, STUD HT ALLOWED 4005137 10'-11" 4005162 - II'-5" 4005200 - 12-0" 6005131 15'-1" 6005162 15'-9" 111-11 12'-9" 13 -1" 12'-5 13,-4" l 14 -3° 13'-2" ] 14'-1" ] 15''-1 16'-5" IT-7" 18'-10" IT-2" 18-5" STUD MIL i8 MIL 33 MIL STUD SPACING lb" D.G. 16' D.G. MAX. STUD HT ALLOWED 1625125 2505125 3625125 12'-4" 14'-3"I, 4005125 13'-4" 15'-11" 6005125 ; 17'-11" 1 21'-4" I-- O 6 cv aO m STUD SIZE STUD MIL 43 MIL 1 54 MIL STUD SPACING 16" D.G. 1 I6" 0.G. , MAX, STUD HT ALLOWED !. 400513/ I7'-2" 1 18'-5" 4005162 IB'-0" 4005200 19'-0" 20'-4" 6005131 23'-8" 25'-5" 6005I62 I24' 9 26,64 6005200 26'-0 27 -I I" 5005137 30'-0" 32'-2" 5005162 31'-2" 1 33'-6" 8005200 32'-7" 35'-0" 6005200 16'-6" 18'-0" 1 8005131 20'-9" 22'-4" NOTES: 23'-II" I. FOR TYPICAL GF5 WALL STUD BRIDGING DETAIL SEE 2/55.40 8005162 23`-2" i 24'-11' 8005200 22'-7" 24'-3" SCHEDULE NO SCALE 26'-1" 12. INFORMATION SHOWN FOR 5125 STUDS TAKEN FROM THE GYPSUM CONSTRUCTION HAND BOOK BY NQTF: PROVIDE LOAD BEARING SHIMS OR GROUT BETWEEN UNDERSIDE OF WALL BOTTOM TRACK OR RIM TRACK 4 SUPPORT BELOW AT STUD OR JOIST LOCATION WHERE GAP GREATER THAN 1/4" OCCURS. - L3x EA. SIDE OF JAMB STUD .,4-54,2- 5/35 EPDXY ANCHOR EQ J=„� - EMBED 5" AT GONTR OPTION UN.0 ALT JAMB ATTACHMENT AT FDN WALL zi 180TYP, 1\ 1� L3x3x54 MIL x 1/2" LESS THAN STUD WIDTH - W/ (4) #5 SCREWS TO JAMB - IN/ (2) P.A.F. TO GONG. (EMBED Ile MIN.) - W/ (4) #8 SCREWS TO TRACK ABOVE AT BRG WALL -. 168 SCREW EA. STUD TYP. TYPICAL GF5 JAMB STUD ATTACHMENT DETAIL CG-G INC. - INFORMATION SHOWN FOR ALL OTHER STUDS TAKEN FROM IGG ES LEGACY REPORT ER-4943P'. 3 43 MIL. MINIMUM REQUIRED AT MASONRY VENEER AND PRECAST CONCRETE PANELS 2612 - - WALL PENETRATION #8 SCREW , 6" 0,G, STAGGERED 43 MIL MIN. TRACK (FULL HT OF JAMB STUD) OR MATCH STUD THICKNESS, WHICHEVER 15 GREATER - MIN. FLG WIDTH = #5 SCREW Q 6" O.G. TYP. -BAGK-iO-BACK JAMB STUDS - SEE • ADD'L L3x AT WALL PENETRATION OVER 61- 0" WIDE TYP, -- BOXED JAMB STUDS -SEE NO 5GALE (E) VENEER ---_`\ GALV. L31 x3i3x3/5 AT MECH. OPN'G - SAW GUT VENEER FOR ANGLE 4 EXTEND 12" PAST OPN'G SECTION (E) BRG MTL STUD WALL - PROVIDE SHORING DURING FRM'G OF NEW OPN'G - 6005200-54 50XED HDR - FOR FRM'G REQUIREMNTS - SEE 68 MIL TRACK (54 MIL AT INT.) W/ 21" MIN, FLG - FASTEN WV (2) ROWS OF P.A.F. 6 lb" 0.C. DO NOT ATTACH DRYWALL OR STUD TO TOP TRACK (TEMP. ERECTION SCREW OK) ADD'L ROW OF BRIDGING - SEE WALL STUD STL BM (STL JST jOR STL R WHERE OCCURS) 3/4" GAP AT FLOORS - I" GAP AT ROOFS - TEMPORARY ERECT ION SCREWS -- DRYWALL SCREWS TYP. METAL STUD -- PROVIDE VERTIGLIP SL AT EA. EXT. STUD OVER 20'-0" TALL 8 AT ALL JAMBS 8 PROVIDE (2) CLIPS AT JAMBS AT EXT, WALL PENETRATIONS GREATER THAN 6'-0' WIDE - PROVIDE (3) P.A.F. CLIP TO STRUGTURE CANT. TRACK AS NOTED - ERECT WALLS W/ TEMP SCREWS AT TRACK TO 'Ir STUD - INSTALL GWB TO WITHIN 24" OF TRACK, REMOVE TEMP SCREWS AND INSTALL REMAINING GWB - DO NOT ATTACH TO TRACK -- CONT. 54 MIL It W/ P.A.F. @ 16" 0.G, EA. EDGE TYP. TYPICAL NON -BEARING GF5 WAII EXTENDING TO STRUCTURE ABOVE SECTION { ' MIN. 2" MAX. GWB - SEE ARCH. WALL TYPE -CONDITION AT METAL DECK IN/ GONG. TOPPING SHOWN - % WHERE NO TOPPING OCCURS USE 45 SCREWS IN LIEU OF P.A.F. TYP. - PROVIDE STUD EA. SIDE OF PERP. JST WHERE OCCURS - (2) ROWS #5 SCREWS 6 16" 0.0 1\'- (2) ROWS MIN, 6 lb' O.G. 2) ROWS P.A.F. 6 12" 0.C. NO 5GALE SLOTTED TOP TRACK GAGE EXTERIOR NON-BEARIN6 WALL MAX, WALL HEIGHT'] MILS ; ALLOW LOAD 4" 1 33 138 12'-3• ' 43 163 23'-2" 54 ......: 305 - 8" 68 342 INTERIOR NON -BEARING WALL 1 33 i 138 'DISTANCE BETWEEN WALL STUD SUPPORTS VERTIGLIP I ALLOW LOAD SL362 1 190# 5L600 1 1680# 5L800 1870# STUD TRACK - FASTEN 4,1/ (2) ROWS P.A.F. 16'O.G, DO NOT ATTACH GWB/GYP 5HT1G TO VERTICAL LEG OF TRACK ---� WALL STUD 5TL BM (STL J5T OR STL R WHERE OCCURS) 3/4' GAP AT FLOORS - I" GAP AT ROOF - STUD TO TRACK -- SLOPING SUPPORTING \ MEMBER ----� SLOTS PUNCHED I PARALLEL TO STUD (PLUMB) - ' STUD SLOT SHALL BE 1/4" WIDE x IYz" .LONG 61" 0.G. PROVIDE VERTIGLIP 5L AT EA. EXT, STUD OVER MAX. WALL HEIGHT 4 AT ALL JAMBS 8 PROVIDE (2) CLIPS AT JAMBS AT EXT. WALL PENETRATIONS GREATER THAN 6'-0" WIDE T - PROVIDE (3) P.A.F. CLIP TO 5TRUGTURE P. TYPICAI NON -BEARING WAII EXTENDING TO STRUCTURE ABOVE SECTION K N /- CONT. 54 MIL /PL W! P.A.F. ®16" O.G. EA. EDGE (2) ROWS r #5 SCREWS 3, IS' O.G. WIDTH PER PLAN r 2U2" LEG SLOT INSTALL SCREW 1/2" FROM DOT. OF SLOT 05x9/I6" WAFER HEAD SCREW TYP. - LOCATE AT CENTER OF SLOTTED HOLE CONDITION AT METAL DECK 35 GONG. TOPPING SHOWN - WHERE NO TOPPING OCCURS USE 118 SCREWS IN LIEU OF P.A,F. TYP. - PROVIDE STUD EA. SIDE OF PERP. JST WHERE OCCURS k- (2) R01615 - (2) ROWS P,A F. MIN. p ib" O.G. 0 12" O.G. NO SCALE PROVIDE LOAD BEARING SHIMS OR GROUT BETWEEN UNDERSIDE OF WALL BOTTOM TRACK OR RIM TRACK AND SUPPORT BELOW AT STUD OR JOIST LOCATION WHERE GAP GREATER THAN 1/4" OCCURS. P.A.E. 6 lb" 0.0 MAX. (EMBED I5" MIN) (NOT ALLOWED AT SHEAR WALLS) OR 5/S'5 EPDXY ANCHOR 32" 0.G. MAX. (SPACING PER SHEAR WALL 5GHED. WHERE OCCURS) (EMBED 5" MIN.) - W/ 3"x3"xl/4" R WASHER 43 MIL MIN. TRACK, OR MATCH STUD THICKNESS, WHICHEVER IS GREATER - MIN. FLG WIDTH - li" STUD ENDS MU5T BEAR ON TRACK WEB - 1/16" GAP MAX. AT BRG WALL -1/5" MAX. AT NON-BRG WALL #5 SCREW EA. STUD TYP. I—� TYPICAL GF5 STUD AND TRACK ATTACHMENT DETAIL - 316" MIN. FROM EDGE OF SLAB OR STEM WALL AT iE WASHER AT BRG WALL OR SHEAR WALL END OF WALL JAMB STUD L3x3 - SEE low 3" MIN. PROVIDE L3x3 W/ 5/8/14 EPDXY ANCHOR AT EA. END OF SHEAR WALL U.N.O. - SEE NO 5GALE BOXED IAMBS (2 OR MORE STUDS) 2312 2 6 12 #g SCREW 10 6" O.G. STAGGERED - AT BRG WALLS PROVIDE MIN. OF 50% SCREW COUNT PER PLAN 8 #8 SCREW 6 6" O,G, EA. FLANGE - AT BRG WALLS PROVIDE MIN. OF 5095 SCREW COUNT PER PLAN 4 dik 43 MIL, MIN. TRACK ON PENETRATION SIDE (FULL HT OF JAMB) OR MATCH STUD THICKNESS, WHICHEVER 15 GREATER - MIN. FLANGE WIDTH = li" --- BACK-TO-BACK IAMBS (2 STUDS) FI A DETAI 2®12 ® 12 _-- #8 SCREW 6 6" O,G, 11. EA. FLANGE A K AM: (3 OR MORE STUDS) NOTE: FOR JAMS STUD SIZE AND QUANTITY SEE REID MIDDLETON, INC. City of Tukwila UILDIN3 DIViSi5N1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District COLD FORMED STEEL FRAMING DETAILS BLRB ARCHITECTS, P.S. 9 8 9:20:18 AM evit Models\16325 F A C D E F O H K STUD ABOVE - ALIGN W/ BLKG/J5T 4 STUD BELOW - IA6" GAP MAX. DOT. OF STUD TO TRACK - FOR L3x3 REQUIREMENT AT JAMB STUD SEE 43 MIL. MIN. TRACK OR MATCH STUD THICKNESS, WHICHEVER 15 GREATER - / MIN. FLANGE WIDTH = IN" —� b8 SCREW EA. SIDE -- ✓✓8 SCREW 9 4' O.G. TO BLKG ----- SNUG FIT CPS STUD TO MATCH STUD ABOVE (STUD BELOW IF NO STUD ABOVE OCCURS) - (3) 28 SGEWS TO BLK'G/J5T - (2) 45 SCREWS TO RIM TRACK CLIP ELKS FLANGE 4 BEND WEB - (3) 48 SCREWS TO FLR JST OR L2x2x54 MIL. x 1/2" LESS THAN JST DEPTH W/ (3) 5/ SCREWS EA. LEG FLR JST AT SIM. CONDITION - ALIGN W/ STUD ABOVE 4 BELOW — BLKG AT EA. STUD ABOVE - 48" O.G. WHERE NO WALL ABOVE OCCURS FLR JST PARALLEL TO WALL SHOWN - PERP. TO WALL 5IM. 28 SCREW EA. SIDE -------- —� TYPICAL GF5 FLOOR TO BEARING WALL DETAIL --- (2) 45 SCREWS TO BLKG/JST — 25 SCREWS 9 1S" 0.C. TO CLOSURE TRACK I-- DIAPHRAGM EDGE SCREW FASTENING TO RIM TRACK — 5HT'G -- RIM. TRACK - 43 MIL. MIN. U.N.O. 48 SCREW - RIM. TRACK TO BLKG OR J5T --F8 SCREW TO RIM. TRACK 45 SCREW 9 lb" O.G. Y0,--0-7-- (2) FB SCREWS TO TRACK BELOW 43 MIL. MIN. TRACK OR MATCH STUD BELOW THICKNESS, WHICHEVER 15 GREATER - MIN. FLANGE WIDTH = Ike - STUD BELOW - ALIGN W/ BLKG/JST 4 STUD ABOVE - IA6" GAP MAX. AT TOP OF STUD TO TRACK - FOR L3x3 REQUIREMENT AT JAMB STUD SEE �41 NO SCALE STUDS ABOVE SHALL ALIGN CV STUDS BELOW - I/1b" GAP MAX. DOT. OF STUD TO TRACK - ATTACH W/ (2) 15 SCREWS, (1) EA. SIDE OF STUD TO TRACK 43 MIL. MIN. TRACK OR MATCH STUD THICKNESS, WHICHEVER I5 GREATER - MIN. FLANGE WIDTH - ATTAGH TO CLOSURE TRACK 14 N8 SCREWS 9 4" O.G. - ATTACH TO J5T W/ (2) 55 SCREWS TYP. EA. J5T--------..�. TYPIGAI GF5 JOIST PERPENDICULAR TO WALL DEARING DETAIL NOTE: SHEATHING NOT SHOWN FOR CLARITY. CLOSURE TRACK 43 MIL TYP. U.N.O. - ATTACH TOP AND BOT. FLANGES AT FLANGES OF JOIST W/ (2) 28 SCREWS -- FLOOR J5T - ALIGNED W/ STUD ABOVE 6 BELOW --SNUG-FIT GF5 STUD TO MATCH STUD ABOVE W/ (3) F8 SCREWS TO J5T 4 (2) 28 SCREWS TO CLOSURE TRACK T--- WALL STUD - 1/16" SAP MAX. TO TOP OF STUD TRACK - ATTACH W/ (2) 48 SCREWS, (I) EA. SIDE OF STUD TO TRACK 10" MIN. —. 4)5" MAX ^� > TYP. 24" MIN. STUD 4 PUNGHOUT ��— b" MIN. PENETRATION (HOLE, PUNGHOUT) SCREWS 1" O: TYP. (E) PENETRATION PER / i SOLID STL R: 1E2" MAX l 0-SECTION OR TYP. TRACK MIN. `// THICKNESS A5 STUD °TYPICAL ALLOWABLE GF5 STUD PUNGHOUT °TYPICAL INFILL OF FACTORY CPS STUD PUNGHOUT 24" MIN. 21s" MAX. -- 2S2" MAX. — MAX. 10" MIN. MAX. BRG CONDITION --" OTYPICAL ALLOWABLE GF5 JOIST PUNGHOUT DETAIL q - WEB NO SCALE CANT. TOP TRACK - FOR TYP. SPLICE SEE B BRIDGING SEE TYP. 0 v BOT. TRACK --. DB.L 43 MIL. MIN. STUD — AT X-BRACING TYP. I II STRAP MAY BE OMITTED 6" OR LESS TYP. AT HDR/JAMB TY SILL TRACK AT TOP OF SLAB/STEM WALL/MTL DECK W/ GONG. TOPPING FORMED STEEJ5STL)0JNAL1._ FRAMING NOT L FOR WALL TYPE AND PROPER LOCATION SEE ARCHITECTURAL DRAWINGS. 2. PROVIDE BRIDGING AT ALL BEARING WALLS PER Ib/55.45. 4'-0" MIN. 20'-0' 0.0 MAX X-BRAG NG STUD SECTION INSIDE TRACK 6" MIN_ ��r A �YJ - (4) SCREWS ON EA. SIDE OF SPLICE 0 TYPICAL CF5 BOTTOM/TOP TRACK SPLICE DETAIL P-0" /- FLAT I45"x33 MIL 5TRAP X-BRACE - SEE NOTE 44 / `TOP BRIDGING ROW TO TOP TRACK, BOTTOM BRIDGING ROW TO BOTTOM TRACK. TYP. AT HDR/JAMBS JAMB PER PLAN 5EE TYP - X-BRACING EA. SIDE OF WALL OPN'G AT DISCONTINUOUS BRIDGING TYP. 3. FOR TYPICAL GOLD FORMED STEEL JOIST CEILING FRAMING SCHEDULE AND DETAIL SEE 4/55.43. 4. PROVIDE FLAT STRAP X-BRACING AS SHOWN AT ALL BEARING WALLS. ALL BRIDGING SHALL BE SUPPORTED BY X-BRACING. PROVIDE MULTI -HEIGHT X-BRACING AS REQUIRED. x-DRAGING SHALL OGGUR ON SAME SIDE OF WALL. INSTALL X-BRACING 4 BRIDGING PRIOR TO INSATLLATION OF SUPPORTED FRAMING. X-BRAG NG SHALL OGGUR AT WALL ENDS. X-BRACING SHALL OGGUR AT EACH SIDE OF OPENINGS. X-BRACING SHALL OCCUR AT ALL BRIDGING DISGONTINUITUIES. - PROVIDE CONTINUOUS TRACK BLOCK AT X-BRACING FOR DETAIL SEE Ib/55.45. 5. ALL WELDS SHALL BE I/8" FILLET MAXIMUM. FOR MATERIALS THINNER THAN 0.15", EFFECTIVE THROAT SHALL NOT BE LESS THAN THINNEST MATERIAL. WELD IN ACCORDANCE WITH "STRUCTURAL WELDING (ODE -- SHEET METAL" AWS 01.3. TYPICAL BEARING COI D FORMED STEEL STUD WALL FRAMING ELEVATION 1/2" = 1'-0" X-BRACING AT END OF WALL TYP. /8[K.,„ ,.-- (4) SCREWS AT G� LAPPED TRACK / - SGREW5 9 24" D.C. CONNECTING CORNER STUD OTYPICAL GF5 HALL CORNER MILS/SAUGE SCHEDULE MIL5 MIN. '', GAUGE THICKNE551, 18 i._ .02 20 30 I .03(312 I 20 33 j .0346 1 20 43 I .0451 18 54 1.....005.66 ( 16 68 1 .0113 (4 9-1 1 I01T 12 WALL TOP TRACK / SHOWN - WALL BOT. TRACK SIMILAR i I/2" MAX. AT CONTR. OPTION PROVIDE (6) 45 SCREWS °TYPI, AL DFTAII AT GONTR. OPTION PROVIDE (6) 25 SCREWS •1/2" MAX. DBL. FLAT STRAP SHOWN - GOLD ROLLED CHANNEL WHERE OCCURS PROVIDE TRACK BLOCK (NOT SHOWN) BTWN ALL STUDS AT X-BRACING AT ALL DBL. FLAT STRAP OR ALL GOLD - ROLLED CHANNEL EYPIGAL DFTAII 6. STUD PUNCH OUTS SHALL NOT BE SPACED LESS THAN 24" ON CENTER NOR WITHIN 10" CLEAR OF MEMBER END AT STUDS, HEADERS, BEAMS, JOISTS, ETCETERA FOR TYPICAL ALLOWABLE PUNGHOUT DETAIL SEE 2/55.42, T. SCREWS SHALL BE THREAD -FORMING OR THREAD -CUTTING, WITH OR WITHOUT A SELF DRILLING POINT. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION, MINIMUM SPACING IS THREE SCREW DIAMETERS. A MINIMUM OF (3) THREADS SHALL BE ENGAGED. 5. FOR TYPICAL GOLD FORMED STEEL WALL CORNER REQUIREMENTS SEE 3b/55.42. 9. FOR SHEAR WALL REQUIREMENTS AND SPECIAL STUD SIZE/SPACING AT DEARING WALL REQUIREMENTS SEE 5/55.40. 10. FOR POWDER ACTIVATED FASTNER REQUIREMENTS SEE GENERAL NOTES. COL - 6.r T�)..,._J JAN 04:G13 City of Tui1!ila BUILDING DIVIOIC5 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2010 • City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District NLRB ARCHITECTS, P.S. CONT. STIFF. PER SCHEDULE - GTR'D ON WALL —� CEILING - DOES NOT QUALIFY AS LATERAL SUPPORT -- XXXTI25-43 CONT, TOP TRACK 48 SCREWS © 161' 0.G. STAGGERED 8 W/ (2) AT EA. END MAX..F.E. SCREW EA, SIDE TOP OF WALL. STIFFENER 3'-0" MIN. TO - QUALIFY AS LATERAL 4 SUPPORT PI AN STUD WALL TOP OF WALL STIFFENER SCHEDULE UNBRAGED STIFFENER WALL LENGTH ",Q" MEMBER CONT. < 10' NONE READ 10'-13' 6005137-33 13'-16 16'-24' (2) 6005131-33 (2) 5005162-43 -- NO BRACE REQ'D _ FOR UNSUPPORTED 1 WALL < HEIGHT/4 NOTES: I, THIS PLAN IS AN EXAMPLE ONLY. IT DOES NOT REPRESENT A SPECIFIC WALL. 2. ".6" INDICATES UNBRAGED LENGTH OF WALLS, SEE SCHEDULE FOR TOP OF WALL STIFFENER SIZE. 3. AT CONTRACTORS OPTION, IN LIEU OF TOP OF WALL STIFFENER: INDICATES HORIZ. BRACE EXTENDING TO ADJACENT CORNER SEE 3/55.43 O INDICATES BRAGE UP TO STRUCTURE SEE 2/55,43 O INDICATES WALL BRACED AT H55 COLUMN - PROVIDE L2"x2"x 1/2" LESS THAN STUD WIDTH x54 MIL, W/ (4) 40 SCREWS TO TOP TRACK. - WELD CONN, ANGLE TO H55 COL. OR PROVIDE (4) P.A.F's AT CONTRACTORS OPTION. 4, ALL TOP TRACK SPLICES SHALL BE AT BRACE LOCATIONS, TYPICAL LATERAL. SUPPORT FOR 6F5 STUD WALLS NOT EXTENDING TO STRUCTURE ABOVE DETAIL 0 SCALE NOTES: I. DETAIL SHOWS TOP CONDITION - SASE SIMILAR. 2. FOR TYPICAL WALL FRAMING DETAILS SEE 55.40, 55.41, 55.42, AND 55.43 3. NO POWDER ACTUATED FASTNESS OR SCREWS PERMITTED INTO BRAGE, A STL BM HATCHED AREAS ARE PROTECTED ZONES PE TYP. 2505162-43 EA, SIDE OF GUSSET R - MAINTAIN SPACING FOR 611B SUPPORT 8 VENEER TIE NOTCH FLANGES 8 BEND TRACK WEB OR PROVVDE L2ex114x51 "x 43 MIL 1W (3) 45 SCREWS EA. LEG - TYP. AT TRACK TO TRACK CONN. - STUD WALL FRM'G PER PLAN TYP. H55 COL. TYPICAL CBS STUD FRAMING AT BRACED FRAME SECTION — L11(x111x43 MIL EA. SIDE OF GUSSET R -- GUSSET ..T -- H55 BRACE. (2) ROWS 48 SCREWS ® 24" 0.C, W/ (2) AT EA. END (4)4,5 SCREWS 3/4 METAL DECK (4) 45 SCREWS STL BM (2) P.A,F.'s 0 3" 0,G. GONG. j 2 MIN (2) HILTI X-EDNK22 THQ22 P.A.F.'+ 0 3" 0.G. - EMBEI 1" IN GONG PROVIDE (I) 4005137-43 FOR BRAGE LENGTHS 6'-0' MAX. - PROVIDE (2) 4005137-43 OR PROVIDE (2) 6005137-33 FOR BRACE LENGTHS 12'-0" MAX.; PROVIDE (2) 6005162-43 FOR FOR BRACE LENGTHS 16'-0" MAX. - SEE PLACING PLAN ��- CEILING - DOES NOT QUALIFY AS LATERAL SUPPORT STUD WALL PROVIDE BRACES AT 10'-0" MAX. FROM WALL INTERSECTIONS OR CORNERS 8 AT 10-0' 0,G, JYPIGAL GF5 STUD WALI BRACE UP TO STRUCTURE DETAIL H55 BRACE TYP. GONG/MTL DECK - STL BM GUSSET R TYP N25: FOR TYPICAL WALL FRAMING DETAILS SEE 51.01611, SLGM2, SLGM3 1 5L5M4. STUD WALL FRM'G PER PLAN TYP, 0 SCALE (2) 48 SCREWS EA. SIDE -- STUD WAL PROVIDE (I) 4005131-43 FOR BRACE LENGTHS 6'-0" MAX, - % PROVIDE (2) 4005)31-43 OR PROVIDE (2) 6005131-33 FOR BRACE LENGTHS 12'-0" MAX„ PROVIDE (2) 6005162-43 FOR BRAGE LENGTHS 16'-0" MAX. - SEE PLACING PLAN 3/4" _/ _r-N ` (2) ROWS 48 �,tiu SCREWS 0 24" 0,G, IN/ (2) AT EA. END -- CEILING - DOE5 NOT QUALIFY A5 NOTE,: LATERAL SUPPORT PROVIDE BRACES AT 10'-0" MAX. FROM WALL INTERSECTIONS OR CORNERS 8 to 10.-0" 0.G. TYPICAL GFS STUD WALL HORIZONTAL BRACE DETAIL 2505162-43 EA. SIDE OF \..r... c5U0PNPNORT,,Tp8 VENEER TIE GUSSET R - MAINTAIN SPACING FOR GWB Kiiuir *lit_ ! L16ax1/(lx43 EA. GUSSET REO IL IMME111=I TYPIGAI GF5 STUD FRAMING AT BRACED FRAME - HATCHED AREAS ARE PROTECTED ZONES PER NOTCH FLANGES 6 BEND TRACK WEB OR PROIVOE L2)(xILIx511"x 43 MIL W/ (3) 40 SCREWS EA. LEG - TYP. AT TRACK TO TRACK CONN, NO SCALE Ll/xlk043 MIL (GUT TRACK ACCEPTABLE) —� 1)5 DIM 2505162-43 —' STL BM (2) 48 SCREW EA. STUD USSET R i 250T125-43 IN/ 61 (3) 48 SCREWS XXXTI25-43 - WIDTH TO MATCH STUD WALL STUD WALL BRAGE FRAME INFILL FRAMING AT STEEL BEAM STUD WALL 2505162-43 I64" DIM, -66 LI14x114x43 MIL (GUT TRACK ACCEPTABLE) XXXT125-43 - WIDTH TO MATCH STUD WALL 250T125-43 W/ (3) 48 SCREWS - GUSSET R - (2) 4. SCREW EA. STUD / GONG. FLOOR BRACE FRAME INFILL FRAMING AT FLOOR D1TAII 0 SCALE GWB ATTACHED IN/ 45 SCREWS 3 6" 0.G, TO TOP OF J5T (PROVIDE GONT, LATERAL SUPPORT) WHERE NOTED ON ARCH TOP (COMPRESSION) FLG BRACING REQ'D WHERE GWB DOES NOT OCCUR - PROVIDE T125-33 TRACK AT EDGES 8 CONT, 33 MIL x1 ," STRAP OR CHANNEL 0 48" 0.G. MAX. WIRE HGR W/ 1125-33 TRACK - SPLIGE IN/ (4) 40 SCREWS EA, SIDE - PROVIDE BRACING/BRIDGING AT SUPPORT LOCATIONS LOCATE STUDS UNDER CEILING JST - PROVIDE WEB STIFFENER AS REQ'D BY HER - PROVIDE BLK'G FOR TOP FLG. SUPPORT AT PARTITION LOCATION TYPI MTL WALL STUDS 2)45 SCREWS T — PAN - COW, OR MASONRY WALL P,A.F. 8 16" O.G. (MAX.) - EMBED 1" CONT. TI25- 33 W/ (2) 45 SCREWS AT EA, J5T GES JOIST CEILING FRAMING SCHEDULE 10 PSF LIVE LOAD, I/240 DEFLECTION LIMIT, (2) LAYERS MAX. OF 5/5" 6013. JOIST SIZE STUD MIL 15 MIL 33 MIL S JOIST SPACING 12" 0,G. 16" 0.G. 24" O.G. I 12" O.G. j 16' O.G. 1 24' 0.G. NUMBER OF CONTINUOUS SPANS ONE TWO I ONE I TWO+ I ONE I TWO. , ONE I TWO+ ONE 1 TWO+ 1 ONE TW0+ MAXIMUM JOIST SPAN ALLOWED 2505 6'-q" 6'-11 5'-4" ; 5'-6" - '.. 4'-4" 0'-3" 10'-0" T-6" 8' 3625 7'-3" 6`-3" 5'-5" 5'-3" - - I1_0" 1 13'-3" 10`-0" 1I-6 -. 0'-4 q,-4" 4005 4 -0" 6m05 6 3' 1 1'-6" 4'-10" , 5 -0' I 11 11 1 14'-3" 10 -10" ) 12 4 q'-0 q"-q" 1.._" __--__ _ _ 1 _ 16'-6 . I6'-10" 14'_q„ ii 13 I0' I 12'-0 i I0'_2" NOTFS: I. BRACE TOP FLANGE AT 49" ON CENTER MAXIMJM. 2. INFORMATION SHOWN TAKEN FROM THE GYPSUM CONSTRUCTION HAND BOOK BY COG INCORPORATED. 3. SEE ARCHITECTURAL DRAWING FOR LATERAL SUPPORT OF SUSPENDED FRAMING. DETAIL NO SCALE BOT. OF WALL PENETRATION ------- SILL TRACK IN/ NESTED STUD SEE T.0.5. - GOORD. ELEVATION IN/ GENERAL CONTRACTOR ---� ANCHORS SAME SIDE OF COL. AT DOOR OPN'G DETAIL L COL. L2x2x54 MIL. x 1/2" LESS THAN STUD WIDTH W/ (3) P.A.F. TO STL COL. 8 (4) 49 SCREWS TO NESTED STUD - PARTIAL HT STL COL. ---- GOORD. LOC. W/ GENERAL CONTRACTOR 8 WINDOW, DOOR, ETG. MFR AT WALL PENETRATION CONDITION @CONDITION AT STEEL POST UP a GOORD. LOG. W/GENERAL CONTRACTOR 8 WINDOW , DOOR, ETC. MFR A5 REQ'D O FADE OF STL COL. 2" MAX. _. CONT. XXX35137-43 W! P.A.F. 4 16" O.G. — 05 i ALL STUD ABOVE HDR 6 BELOW SILL XXXTI25-43 W/ P.A.E. 0 16" 0.G. ABOVE HDR 6 BELOW SILL - STL COL. OR HDR BM OR SILL BM - 48 SCREW ©b" O.G. V I EA. SIDE z \ CONT. XXXT250-54 @CONDITION AT WINDOW, DOOR, ETG. OPENING NO SCALE City cf Turv%'a UILDING O'i0i1IC5 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 • City of Tukwila BUILDING DIVISION 9 PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District TACOMA 5616700 COLD FORMED STEEL DETAILS Dole: 6.14.2018 Drawn By: BCF Project No. 16.08 Sheet No. S5.43 BLRB ARCHITECTS, P.S. 8 8 PER ARCH, — FAGS OF STUD -- A MTL STUD HALL TRACK a CONN PER } CLOSURE PER MIL DECK MFR U.N.D. FOR WELDING / B SEE C E G H K 1417 MTL STUD WALL ---- YPIGA —t BM ---- MIL DECK 4 GONG, 71 TOPPING PER PLAN 0.5. PER PLAN - BEAM TO BEAM CONNECTION PER STL BM TRACK 4 SLIP CONN. - SEE A T FLOOR EDGE GIRDER SECTION NO SCALE PER ARCH. FACE OF x-- _-`e STUD TRACK 4 CONN. PER ��-......__ BENT SEE TRACK 4 SLIP CON. - SEE N. (L BM MTL STUD WALL 4-FOR WELDING 5EE - MTL DECK 4 GONG, TOPPING PER PLAN T.0.5. PER PLAN STL BM �'-- BEAM TO BEAM CONNECTION PER 0 STL BM TYPICAL TIEXTERIOR WA! 1 AT FLOOR EDGE BEAM SECON 0 SCALE FOR DECK ATTACHMENT SEED L5x3xl/4 CANT, IN/ (3) 410 SELFTAPPING SCREWS AT EA. STUD SECTION PER ARCH. --- FAGS OF 51UD MTL STUD HALL — TRAGK 4 GONN PER CLOSURE PER MTL DECK MFR. FOR WEL 5EE 5TL BM MTL STUD WALL 6 BM MIL DECK 4 GONG. / TOPPING PER PLAN TRACK 4 SLIP CONN. - SEE O TYPICAL EXTERIOR WAI 1 AT El OOR FDGE BEAM SECTION 0 SCALE PER ARCH. --- FACE OF STUD BENT 1'L- SEE PLG2 EA. STUD W/ (3) 1410 INTO STUD 4 (3) P.A.F. (0.151'0) INTO BENT R — MTL STUD BM MTL DECK 4 GONG. TOPPING PER PLAN T.0,5, PE 1 PLA 5TL BM TYPIGAI BYPASS FXTFRIOR WALI. AT FI OOR EDGE BEAM SECTION WELD PER /111 NO SCALE (E) GE 5 STUD WALL STL JST SECTION STL JST 4 CONN, PER CLIP TRACK FLANGE 4 ATTACH PER PER ARGIL, -- _ --BR6 AT (L BM PER FACE OF STUD H55 POST PER AA STL BM MTL STUD WALL o MTL DECK • PER PLAN .L BM I/8 TYP. STL LIST --� L2x2x3/16 AT EA. JST - INSTALL AFTER ROOF DECK D.L. 6 TRACK 4 SLIP CONN. - SEE/2� TYPIC,AI EXTERIOR WAI I ATR_OOEEDGE 61RDER FACE OF STUD PER ARGIL. XXXTI50-43 1/4" BENT T. CONT. PLG2 EA. STUD W/ (3) 510 INTO STUD a (3) P.A,F. (0,151"©) INTO BENT T. MTL STUD WALL PDGF Gf2DFR SECTION NO SCALE BM 4OELD EER W 1/4 , -12 1/4 ? -12 MTL DECK PER PLAN T.O.S. PER PLAN '• STL BM SEAM TO BEAM CONNECTION PER VIV STL BM PA AP ATROOF 54 MIL TRACK W/ MIN. FLANGE WIDTH OF I1" W/ (2) .6 SCREWS AT EA. STUD XXX5162-54 STUD P lb" O.G. PER PLAN — PROVIDE BOXED STUD 6005162-54 STUD ALLIGNED W/ EA, JST PER FACE xo OF STUD ---- 0 MTL STUD HALL ABOVE '.. AT SIM. CONN. PER STL BM 1 MTL STUD WALL - (L BM FOR WELDING SEE/ 's MTL DECK PER PLAN - PARALLEL DECK SHOWN 5TL BM PER PLAN - TRACK 4 SLIP CONN. - SEE° TYPICAL EXTERIOR WAIL AT ROOF EDGE GIRDER SECTION NO SCALE FACE OF STUD PER ARCH. XXXT150-43 -- 1/4" BENT P GONT, PLG2 EA. STUD W/ (3) 8(0 INTO STUD 4 (3) P.A.F. (0.157"0) INTO BENT R MTL STUD WALL TYPIGAI- BYPASS ROOF EDGE BEAM SECTION 5 BM 2 MTL DECK PER PLAN T.O.S. PER A STL BM ALL-LN/PARAPET A7 PER ARCH. FACE OF STUD HIS PER55 P® - OMIT AT 5TL BM MTL STUD WALL-------� k BM FOR WELDING SEE _— MTL DECK / PER PLAN TRACK a SLIP GONN. - SEE TYPICAL EXTERIOR WAI I AT ROOF EDGE BEAM SECTION NO SCALE PER b BM 'f FACE / FOR WELDING SEE OF STUD — 5TL BM ---e , - MTL DECK PER PLAN is,J CONN. PER MIL STUD WALL SECTION 1 STL BM • TRACK 4 SLIP CONN. - 5EE/ © 16'-2"G SLIP CONN. PER Ilk 0 SCALE PER ARGIL. XXXT150-43 -- PLG2 EA. STUD W/ (3) K10 INTO STUD 4 (3) P.A.F. (0,15T"9) INTO STEEL BM — PER ARCH. — FACE OF STUD ---- r TRACK 8 GONN. PER AL BENT R - SEE Ark 1417 TRACK 4 SLIP GON SEE -3' MIN. // — (L BM MIL STUD WALL FOR WELDING SEE "TO5 PER PLAN MIL DECK 4 GONG, TOPPING PER PLAN BM TYPICALTION EXTERIOR WAI L AT FLOOR EDGE BEAM SEC B NO SCALE STL J5T —� TYP. 4 MTL DECK PER PLAN - L2x2x3/16 AT EA. J5T - INSTALL j \\ AFTER ROOF DECK D.L. MTL STUD WALL • 5TL BM JYPIGAL EXTERIOR WALL AT ROOF EDGE GIRDER SECTION NO SCALE (E) 1455 BM (2) 0.1570 P.A.F. © lb" 0.C. ATTACH MTL DECK PER ��- MTL DECK PER ARCH. 1i_ -2-- SECTION CONT. L3x3x1/4 W/ .12 SCREW 55 EA. STUD Tair ---- (2) 8005200-91 B.U. NOR W/ (16) a8 SCREWS 5 "HDR HANGER" 44 OPN'G - SEE 4 FOR FRM'G REQUIREMENTS - FOR ATTACHMENT TO (E) GONG. TILT -UP WALL SEE MID EU City cf Tukwila BUILU1NG D11P3,CN1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 201E City of Tukwila BUILDING DIVISION f)EV Wr JUL 032010 REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District COLD FORMED STEEL DETAILS BLRB ARCHITECTS, P.S. 9 oTo A B C D E G K TRACK BLOCK TO MATCH WALL STUD - CLIP FLANGES BEND WEB - BIM ALL STUDS AT X- BRACES AT ALL GOLD ROLLED CHANNEL CLIP ANGLE - AT B.U. STUDS PROVIDE 8 48" O.G, DBL. STUD MIN. AT END OF x-BRACE OCONDITION AT X-BRACING (LIMITED TO 6" STUD WALL) TRACK BLOCK TO MATCH WALL STUD - CLIP FLANGE a BEND WEB - BTWN ALL STUDS AT X-BRACING AT ALL DBL, FLAT STRAP - MIL STUD DBL. STUD MIN. AT EA. END OF X-BRACE TAUT 33 MIL. x GONT. STRAP EA. SIDE I!. ,. DBL. STUD MIN. AT END OF X-BRACE 15000-54 COLD -ROLLED CHANNEL - OPTIONAL SPLICE AT CLIP (2)p0 SCREWS EA. FLG TYP, X-BRACE CONT. TO WALL BOT. TRACK SHOWN - TO WALL TOP TRACK SIMILAR - FOR X-BRACING ATTACHMENT 6 SPCG SEE 1/2"-x�;try 1/2" TYP, MIN. EDGE DISTANCE = 3r SCREW DIA, (2) 98 SCREWS TO CHANNELS STUD PL A I1/2"x1Nix(c1)-I/2" CLIP 1/' ANGLE - (1) THICKNESS n, / HEAVIER THAN STUD OR ':I I 54 MIL, MIN. WEI OFT) ANGI,F SCREWED ANGI F - PROVIDE BRIDGING 0 48" O.G. VERT. MAX, --150U50-54 COLD -ROLLED CHANNEL - OPTIONAL SPLICE AT CLIP 6" MAX, -/ -CLIP ANGLE - PROVIDE DBL. CLIP ANGLE ((I) EA. SIDE) AT B.U, STUDS bOCONDITION BETWEEN X-BRAGIN6 (LIMITED TO 6" STUD WALL) TYPICAL BRIDGING W84 C01 D-R011 ED GHANNEI AT BEARING WALL (LIMITED TO 6" MAXIMUM STUD WALL) DBL STUD MIN. AT END OF X-BRACE - (2) $8 SCREWS EA. FLG TYP. l jl ; LE, -- SCREW ATTACHMENT �$ ,/ � j� ry-. - (4) SCREWS MIN. r %�-,C �' EA. SID10 E X-BRACE CONT. TO WALL 1 � �.__ _ BOT, TRACK SHOWN - TO (( WALL TOP TRACK SIMILIAR - PROVIDE a 1 FOR X-BRACING ATTACHMENT 48" O.C. AND 5PG'6 REQUIREMENT SEE �"'--- (1) N8 SCREW EA. FL6 EA. STUD VERT. MAX, - OCONDITION AT X-BRACING a DETAIL TRACK BLOCK PIECE TO MATCH WALL STUD -CLIP FLG, S BEND -INSTALL 96" 0,G. MAX. MTL STUD PROVIDE AT / 48" O.G. / VERT, MAX, OCONDITION BETWEEN X-BRACING TYPICAL BRIDGING WITH DOUBLE FLAT STRAP AT BEARING WAI I s f (2) 48 SCREWS i EA. FLG TYP, Y -SCREW ATTACHMENT - (4) E8 SCREWS MIN, EA. SIDE TAUT 33 MIL. x 133" CONT. STRAP EA. SIDE - (I) 08 SCREW EA, FLG EA. STUD C.F.S. STUD WALL — 110 SCREW ©6" 0.G. 5/H2,5 EA. STUD ---- STUD BLK'G TO MATCH STUD WIDTH - GUT FLANGE S BEND EA. END W/ (2) $E3 SCREWS ON A, FL•NG SUREBOARD SHT'G CONT. 800TI62-54 W/ (2) 110 INTO EA. STUD SECTION - — 800T162-68 W/ (2) 110 SCREWS a EA. STUD NI0 8 6" O.G. Cn BLK'6 5HT'6 / C.F.S. J5T - 0001162-54 BLK'6 8 16" O,G. - GUT FLANGES TO ALLOW BENDING OF WEB - ATTACH TO J5T W/ (4) $10 SCREWS 8 EA. END 6 H554x4x1/4 BTWN POSTS FIELD WELD 8 CONTR. 3116 OPTION SECTION (E) 5TL BM H554x4x1/4 POST 8'-0" O,G. (5) MIN. DIAPHRAGM SCREW SHT'6 G.F,5. ROOF J5T PER PLAN 000TI62-68 W/ (2) P.A.F. 8 0" 0.G. INTO H55 8 (2) 410 SCREWS INTO MTL JST /-- XXXTI50-54 "HDR HANGER" TRACK TO JAMB S TRACK TO HDR "HDR HANGER" XXxT150-54 ASSEMBLY - TYP,' EA. HDR HGR TRACK FLANGE JAMB PER FLAN (2) TIP. STUDS MIN. - SEE FOR ATTACHMENT TO FDN 8 FLR ABOVE SEE 3 "HDR HANGER" - PROVIDE TYP. SCREW ATTACHMENT W/ SCREW COUNT = (24) TYP. U.N.O. CLIP TRACK FLG S BEND W/ (4) 98 SCREWS TO JAMB - TYP, AT WALL PENETRATIONS OVER 6'-0" -- 8)2 PENETRATION TYPICAL GOI 0 FORMED STFFI BEARING WAIL PENETRATION 2 DETAIL TYPICAL HEADER HANGER WELD ATTACHMENT 1 -.j';‘"- 10' MIN. N8 SCREW 8 8"0.G. TYP. -- 18 SCREW 0 8" 0.C. TYP. MTL STUD 18 SCREW TYP, HDR TRACK PER PLAN - (1) TOP 8 (1) Bpi. OF HDR STUDS A5 SHOWN $8) SCREW TO JAMB - 50% SCREW COUNT PER FLAN EQ.Ir DEPTH OF HDR ASSEMBLY G8 SCREW TO HDR ASSEMBLY - 25% SCREW COUNT PER PLAN TYPICAI HEADER HANGER SCREW ATTACHMENT NOTE: SCREW COUNT = (24) U.N.O. HDR ASSEMBLY �-- HDR STUD PER PLAN - (I) STUD EA. FACE ,\ OF HDR ASSEMBLY )i AS SHOWN NOTES: SEE HEADER ASSEMBLY ON FRAMING PLAN FOR HEADER HANGER WELD ATTACHMENT OR SPECIAL SCREW COUNT REQUIREMENTS. I/O 2) DIAPHRAGM STL BM PER PLAN -'' SECTION G520 STRAP W/ (3) P.A.F. (0.151"o) AT STL BM S (4) u 10 SCREWS AT EA. JST SHT'G GFS ROOF JST PER PLAN 5/HJGT JST HGR W/ (4) $14 SCREWS City of Tukwila UILD15G DIVIS)CP REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05Z018 City of Tukwila BUILDING DIVISION UL 0 3 211:J REID MIDDLETON, INC. PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMA IBODadficAve. Eide700 SL WMNOgtp62Z5590' BLR9 Drawing Title: COLD FORMED STEEL DETAILS 6.14.2018 Revised Dawn By: BCF Project No. 16.08 Sheet No, S5.45 BLRB ARCHITECTS, P.S. 2 4 ) TILT -UP GONG. WALL 6 7 8 9 A ATTACH MTL DECK PER MTL DECK CONT. L3x3xl/4 W/ I/4"ox2�" GONG. SCREW 6 2'-0" 0.G. (E) TILT -UP GONG. WALL SECTION NO SCALE PANEL EDGE SCREWS STUD BLK'G TO MATCH STUD WIDTH - GUT FLANGE 6 BEND EA. END W/ (2) 85 SCREWS ON EA. FLANGE PANEL EDGE SCREW SUREBOARD 5HT'6 PER PLAN SECTION NO 5GALE XXXTI62-54 W/ (2) *I0 6 EA. STUD ATTACH PER 7 / MTL DECK - PARALLEL -- CONT. L3x3xl/4 W/ 412 SCREW O EA. STUD STUD WALL "HDR HGR" PER W/ (4) 48 SCREWS EA. FLANGE B.U. HDR ABOVE OPN'G (6) 0.151°cxl)" WTO CONC.. WALL SECTION NO 5GALE "ER ARCH. JAN 04 2))) City of Tukwila UILDING DIVISION REVIEVAED-FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION PERMIT RESUBMITAL Foster High School Modernization and Addition Tukwila School District B LR B TACOMA. RSOPaafif Drawing Title: COLD FORMED STEEL DETAILS 6.14.2018 Revised: Drawn By: TNM Project No. 16.06 Sheet No. BLRB ARCHITECTS, P.S.