1407 80TH ST SW 2024 Plans 2025-12-02

WF BEAM TOLCO FIG.828 Wf BEAM + _ FIG. 69R RETAINING STRAP SWAY BRACE ATTACH TOLCO FIG.828 1 SWAY BRACE ATTACHH PERPENDICULAR 'R�A 6p°-90° hp�ap TOLCO FIG.950 p , r .r 'a 4soa rra A en 4 WF BEAM OR FIG. 92 M� 5WVL.ATTACH. G�0. STEEL JOIST BEAM CLAMP 36" MC-FLEX AH-2 N d�` 5WVL.ATTACH. d g TOLCO FIG.980 FLEX DROP ATR x NOTED (MAX 3 BENDS) FIG. 69 TOLCC FIG.1001 T ADJUSTABLE RING 5WAY BRACE ATTACH. TOLCO FIG.41A LATERAL BRACE 6°PIPFCLAMP AREA OF t HANGER1. LONGITUDINAL BRACE s WORK ' FLEX-DROP DETAIL - 1-G Its ;.•� � i y1�►� 'i I LI�r I� 4 (E) 19 �I 1E �I 0-4 -� 110 .,.. o 00 _ F r • ps. r.':ry'I � Y :' ✓�� r KEY PLAN Section "A" 28'-32" 25'-4" 19'-0' NTS N 1/a1=1'-0" 6'-102" 8'-7" 8'-6» 4'-4"2'-9» 9'-5" 8'-6" 4'-8" 5'-5" 8'-6" 5'-1" Permit#: K2407-004 Site Address: 1407 8OTh St SW 0 1�' 1,o Applicant: Viking Automatic Sprinkler Co 5'-5- 10'-0" 8'-0" 6'-0' 10'-0" 0'-0" 10'-0" 8'-0" 5'-2- T Application Date:07/11/2024 COL _ _ _ - - - COL Description: Achilles(North BLDG) 13-412- 12-311i 13-4 2-4 13-4 SIN Review Date: 7/1 212 0 24 PACKAGIN/BO _ _ /��B�— _ 10 rn - O _ en B.5 n0 g.5" 1 1 - APPROVED EVERETT iv N w w a -P vt 1 24 � « a, 10 a in N W A d) _ - 01 6 26� O B _e'O 9 A I BOXING N 0 -o- 1 - o (11.6 (BOB 5 g 1 s PUBLIC WORKS DEPARTMENT Everett Fire Dept.Permit Review 0& 6 ,-}- BY:Thad Newport Status:Approved o BOB (11_8) ucu TEB` O I- 15 1 p0 (11-8) ro I BRACES O DATE:07/12/2024 Reviewed By:KBrown LC)N cpn-r 5 0 2 _ o - 1 COL O = CITY OF EVERETT REVIEWED FOR PERMIT 07/12/2024 9:15:18 _ AM 01 6 O� ti 27 «o' 25 00 �o of 20 s.a 0 _ ,6 RA#1 o B N ,� I`� �C AIR O> Q 4 Q L o 4 SHOWER 11-6) C 4 .I ��86 T_____________________,__ FCHASEL rn MAIN - oe- 4 G 4 -3 H - E 9-4 %sJ D 4� 242 4 4 MAIN o 2 6-Q» 10'-0" 10'-0' 10'-0» To'-0' 10'-0" 10'-O' 10'-0» 8'-O' o Ll ER, 4 1 0� « rn « �/ oa 1n F S-7 6 8-6_ „D 7-11 0 Omp -__________' N Q 0- yHDN q5-3- _ - ❑ o II F-------- RA r-1o^ COL a, 1 35 o N 1 #1 1 '", °o '�' �iN __ CONSTRUCTION NOTES: 11„ 8, 0„ _ 36_ s� N1 1 1 - 1, 7 w o 6z4 C c. 4 RA# (10-10) J COL 1. PEN DENTS IN ACT CEILING TO BE ON 36" FLEX Reducer 0�� 22 18 2 CONNECTIONS. 3 BENDS MAX. - 0 D 11 14 - �0 �� « 1 1 ° - 1 ° -IN 2. HARD PIPE ARMOVERS WITH A CUMULATIVE MEZZ PLAN ##110= _ �n M iw HORIZONTAL LENGTH OVER 24" MUST BE SUPPORTED. O 1 0 [IL -, - �_� 3. ALL VICTAULIC FITTINGS TO BE FIRELOCK UNLESS 5 9 BEAM �� DN es 1 °n0 R �' OTHERWISE NOTED. D1 D I MEZZ PLAN N 2 7 3 4 - o PRODUCTION _I1 ° 2 0' 0 1 B 16 t 1" D X.Li E I - 11-6 0 B B SIN s SUPPORT( vs �21 1 16 ( 11 D C ) 11-6 zi o z I I b - (10-Bo)1 - „ — - N - p 9-11 EXI TIN MEZZ N O] N r-r 1 O R�#, ^ 0 COL -110�0 O, I+�� I 9-, 10 9-, d �'/ RA#�1 #�� C� ) �' _ 2'-`7 3-4 #1 AR 0 1 0 22 18 0 0. SEE EXISTING m g �N o o 28 I N MEZZ PLAN 32 - - - o �Ic 4'� 0�-0" I - YA#2 0 0 _ �N PRODUCTION(I K (,O-O>� PROJECT DESCRIPTION ti - - 0 6 ��ON r 0, I 0 CALCULATED s'-o" o#10' 1 0'B C 0" 2) J - VIKING TO MODIFY THE EXISTING WET SYSTEM TO T «D « POC:REMOVE EX. �N 4 O� 4 _ _ F ° PROVIDE PROTECTION UNDER NEW MEZZANINE, iBRACEg - « O'1 « « DUCTWORK AND CEILINGS N T.I. SPACE. 17 1) 1 U' 4"90'&REPLACE 6z4 Cane. o27T� MAIN 8 0 6 14 8-6 MAIN 29 2 2 -8" _ „ I•WITH TEE - COL N Reducer#5 3 J 31 8-6 45 - Q - 1 I POC:REMOVE EX.4 90° �'a �1N GENERAL NOES: 4 4 4 � � - _ - - _ 7 a 00 `° &REPLACE WITH TEE- L_ x (E) � -(E) (E) (E) O �(E) - E 0 13 i�C 01 e 20 D (E) F1 _ - 'I 1. SYSTEMS ARE DESIGNED PER NFPA 13, 2019 ED., AND THE CITY - HVAC O 19 041 -6"METRAFLEX 6"METRATLE ,g « ,8 a' OaoomG ��N SIN OF EVERETT. n. O O - oomG HVAC I x'^� x'^� w� �m ,,,� IQ 5=_ I o w (HORIZONTAL) (HORIZONTAL) �N - o 1� rn sA„ _ 2. SYSTEM TYPES: N _. _ �' I SEE NEW ro FIELD TO 9 o N 0 B 0 6 e N-D} �6 0 N MEZZ PLAN e N L- 3. DESIGN CRITERIA: UTILITY u uTlu y g SEE EXISTING o `� 3-4 �N -EXISTING SYSTEM DESIGNED AS EXTRA HAZARD GROUP 1 11a 9-I 1 1 - O 1 1 BOD - a - - 32 0 - 0 24 0 18 0 2 n _ I N� MEZZ PLAN 4 =1. _ _ -5' 2 " �10-'N 11 � o -OCCUPANCY: MANUFACTURING/STORAGE F RA$2� COL ti E �L� COL o -1300s500 ft MAX SPACING PASS BOX 2- -10 8-8 4-3 ________ DNO-6 16-11 ao- UO 9 RM A ns (E) ( N� 2/ 1 (E) 4. CONSTRUCTION GENERAL: r-1o^ 10"� -METAL DECK ON STEEL BEAMS DES( N AREA: RA 2 EXISTING MEZZANINE- x �, E 60R DESIGN AREA: RA 1 N MEZZANINE- 6',A9 5. PIPE: UE�;IGN CURVE:DEN ITY: .3 GPM 2500 FT A A 1 7,-6 N _: DENSITY: 3 GPM 2 0FT THREADED: STEEL, BLACK, SCH40, IMPORT EX.6"RISER ET A -FTz -GROOVED: STEEL, BACK, SCH10, IMPORT HOSE ALLOWANCE: 500 GPM - HOSE ALLOWANCE: 500 GPM - AD AT CITY CONNECTION 6. FITTINGS: 34 ADD AT CITY CONNEC ION 92 -THREADED: ANVIL, BLACK, DUCTILE IRON YY M DEMAND: 1293.7GPM Q 89.5PS1 Q BOR SYSTEM DEMAND: 122 .8GPM 105.6PSI BOR -GROOVED: VICTAULIC, FIRELOCK, WITH FACTORY ORANGE PAINT FINISH ILL] m 7. HANGER MATERIAL: —F } _c ________I -FINISH TO BE BLACK OR SHOP STANDARD - 8. EXCLUSIONS: •PAINTING AND/OR PREP OF THE SPRINKLER PIPING & APPURTENANCES FOR PAINTING. Add Protection in New Mezzanine Sprinkler Plan •WIRING AND/OR TERMINATIONS. Modification to Existing Mezzanine Sprinkler Plan 1rr_ 9. VIKING'S SCOPE DOES NOT INCLUDE ANY RESPONSIBILITY EITHER 8 1'-0" WRITTEN OR IMPLIED, FOR THE CONDITION OR CURRENT CODE COMPLIANCE OF ANY OTHER SPRINKLER SYSTEM EXCEPT AS MODIFIED BY VIKING. ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP ■�E(� PROJECT: W AFF-CENTERLINEABOVEFINISHFLOOR SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: 37 NO. DATE BY DESCRIPTION e. ......... STATE �V Achilles BFC-CENTERLINE BELOW FINISH CEILING FEMEmrIC�TE Or eOMVETENCY BOB-CENTERLINE BELOW BOTTOM OF BEAM VIKING ELO CONCEALED VK469 155° 3/4' 11.2K WHOE BRASS 98 RESIDUAL:23 Q ePEINI(les aveTEMe K 1407 80th St,S.W. BOC-CENTERLINE BELOW BOTTOM OF HA O DwwggM Bkkkr • FIRE PROTECTION BOD-CENTERLINEBELOWBOTTOM OF DECK O VIKING ELO UPRIGHT VK530 155° 3/4" 11.2K N/A BRASS 9 FLOWING:3250 2039-0991-C L—I3 Everett,WA 98203 BOJ-CENTERLINE BELOW BOTTOM OF JOIST Viki Alriomelk Spnnkkr CDmpeny BOP-CENTERLINE BELOW BOTTOMOF PURLIN DATE: Q VI AS373NT VIKING AUTOMATIC SPRINKLER COMPANY N BTJ-CENTERLINE 7111194 3434 FIRST AVENUE SOUTH $ LocnrloN: CITY CONNECTION 0 COJ-CUT ON JOB Alen.u ow PORTLAND SEATTLE,WA.98134 LONGVIEW GCE-GROOVE ONE END PROVIDED BY: CITY OF EVERETT Q ....... .L•......••'•"•^•••.. MEDFORD PHONE: 206 622-4656 FAX: 206 622-9319 MERIDEAN Mezzanine T.I. TOE_-THREAD ONE END G-GGROOVE.GROOVE FIRE PUMP INFORMATION Q SEATTLE POCATELLO T-G-THREAD.GROOVE CCBO#:VIKNAS373NT TT-THREAD.THREAD PUMPTYPE: DIESEL ALI DATE DRAwN: DRAWN BY: SHEET NUMBER N.I.C.-NOT IN CONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. 7/11/24 Mike Youell POC-POINT OF CONNECTION TOTAL SPRINKLER THIS SHEET: 107 RATED PRESSURE:1o0 PSI APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOTTO BE DISCLOSED OR UTILIZED 1 of 1 E G.O.L.-GROOVE-O-LET(GROOVED WELDED OU ITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPAN SCALE: PRQIECT NUMBER: P.O.L.-PIPE-O-LET(THREADEDWELDEDOUTLE TOTAL SPRINKLERS THIS PROJECT: 107 RATED GPM: 2000GPM City of Everett As Noted WSC-4034