1215 80TH ST SW 2023 Plans 2025-08-07

6 8 9 54'-0" p 54'1" 54'-0" W'.. p 54'-0" 8'-0.. 34" 6-0" V-6" 8.4. 98" 9'4" 8'-0' V-0' 6'-6' 9'-6' 8'-0' 9'-6" 9'-8" 8'-0" 3-0. 8'-0" 94. S-0" 9'-0' S-0' 3'-0' 6'-6' 9'-6' 8'-0• 9'-6" 9'-6" 8'-0" 34" 6'-6" 9-0" 8'-0" 9-0" MATCHLINE CONTINUES ON SHEET 5 I I I I I 1 N 1 N I I I I 1 11 7'N 1 I 1 I I 1 I N � �•� N• N•� N•� �• N•� �• N•� N•� N•� N•� I DI h• -0fl— •• — H IN•• - - •• fl —x—N••�Q —II—N••o�Q —c••f ll • II N• •o • I • • l II o l N•�Q II •N !� •N fl •• II •• W •• f N•• II •• •• fl ••�NQ I N•• N•• F Ili f o o " N o o o " o " " o N No o o o • a a a a a a a a a a a a N a a a a a a a a a a U) U) U) " "Q — - - ul l W0I 90W24X76 W27x84 W24x76N a LU LHU N N W NN N N / am NN N (V NN N N NN NN NN N NN NN N NN NNV• • • � V Iq oLI C? GI o o , � o I o o I Lq I G 'q o , I � I 'q � q o , I I 1 " I I " , DWI " 1 WW1 " , I " - IW H I W N N N N N N ff b G o N N N NO N 6 N N OLUN N I , N g 1 1 N g I , g Z 1 I I , ^ � I 1 1 , I I I , I 1 I , 1 I Z a L&A4 II � — ,I1l • 10 • � • II • I 1 •th II •th N• , Nw•t0 II -- --8-0 •0 �I1 86 N1-0•N 9fi 1NNw•N�N aa aa —180 NNw•�5 6 7 f,IL M411 40f�V •aN�a , , a a0W_9 BM84-0O0 9 •�44 4 a a Na aa aa a a a , a aa a LW RED RED RED RED TAN ANTAN 8 N u n W8x10 v 'n u v1 � 'n G G G G �2q 6 j M74-00 I 7 UUJ2LrLL 2 n W8x10 n n W8x10 N N N V N o f th N n 0 oN N v" e v 3N N N 91 ' Q Na a a a4 4 N a NN v N14 1 `" aa a.. 4 F9-6 B21 7-7 B215B302 BM96 30 66 B30117 804 7 B21 B216 B217M 218 B M213 214 217 B219 M B305 M305 B41 B411M211 IM215 M216 M21 8 M219 301 M302 M303 414 B412 B411 M214 M412 � N T � 6 �� 6 � N 0 0 � 0 �-4 -4 64 �a O SPRINKLER PLAN FITTER/LISTER NOTES z o s 16 1.ALL MAIN HANGERS TO BE 6TB U.N.O. SCALE 1/8-T-O" 2.ALL BRANCH LINE HANGERS TO BE 9XP U.N.O. 3.PIPE RESTRAINT TO BE INSTALLED PER DETAIL ON SHEET 3 4.SEE SHEET 3 FOR HANGER AND BRACING DETAILS 5.WET SYSTEM BRANCHLINES TO BE HUNG AT 12 BOD U.N.O. 6.ALL RISER NIPPLES TO BE 2'-3"U.N.O. 7.TYP.MAIN ELEVATION TO BE 36-1"AFF U.N.O. City of Everett Permit Review EVERETT Status:Reviewed for Permit 08/26/2023 8:18:05 AM AREA 5 SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. SYM MANUFACTURER S.I.N. TYPE MODEL 'riHi sg "� TIP U_ AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION ❑• RELIABLE RA1011 ESFR P22 SBRZ" --- K22.4 TM1. 165' 556 BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED •■■■■■■■■■■■■■■■■■■■■■■■■■• AF 1106 54th AVE EAST BOD BOTTOM OF DECK STRUCTURE IN INCHES SMARTCAP CONSTRUCTION ■ WASHINGTON STATE ■ {•} RELIABLE RA1011 ESFR P22 BRZ --- K22.4 1' 2120 12 ea BonoM OF JOIST gOD ■ FIRE PROTECTION SPRINKLERS STEMS ■ TACOMA,WA 98424 FA BOP BOTTOM OF TRUSS 2-WAY EARTHQUAKE SWAY BRACE 8201 164TH AVE NE,STE 110 ■ ■ CONTR.REG.NO.SMITHF81360T BOr BOTTOM OF TRUSS cTs cur To sulT LETTER INDICATES TYPE WA ; Aaron Stewart Nelson � Bus:(253)926-1880 FAX:(253)926-2350 REDMOND,O FIELD ORDER ■ ■ AREA 1 AREA 2 AREA 3 IFOW INSIDE FACE OF WALL + 4-WAY EARTHQUAKE SWAY BRACE 2345-1019-C Level 3 OFOW OUTSIDE FACE OF WALL LETTER INDICATES TYPE N HAS NO AUTO.SPRINKLERS ■ Smith Fire Systems,Inc. SMARTCAP - BAKER VIEW UNO UNLESS NOTED OTHERWISE f HANGER LOCATION ■ ;;■ AREAq AREA5 AREA6 PROJECT MANAGER:NOLAN VELLA ■ SMITHFS1360T ; ■ ELEVATION ABOVE REFERENCED PHONE:(206)687-6390 ■ / ///fj o o■ POINT IN FEET AND INCHES : /// ,/u� Expires� 1215 80TH ST SW FAX: [N�^oororo O HYDRAULIC CALCULATION NODE SUPERINTENDENT: ■Signature 12/31 23■ EVERETT,WA �I FLEXIBLE COUPLING PHONE: .................. ............. .. A FAX: DESIGNER PROJECTMGR I DATE I SHEET JOB NO. TOTALTHISSHEET 568 1 1 1 1 �� RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN VLADY. B.000K 1 08.10.23 1 8 OF 9 1 NC23102