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Permit#: K2406-014
<br /> Site Address: 3322 Broadway
<br /> Applicant: Tangi Norris
<br /> Application Date:0 6/2 412 0 24
<br /> Description: Compass Health Phase 2 New FS
<br /> GENERAL NOTES Construction
<br /> 15 14 F E Review Date: 06/24/2024
<br /> r-r r-w' r-B" z'-,s" 21'-7s" zs'-ss" t-O."
<br /> z'-zs'
<br /> 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:
<br /> STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER
<br /> PIPE WALL INTERNAL -IG"T of cAPnclTv EVERETT
<br /> .� Q� SCHEDULE END PREP TYPES ALLOWED TER r PIPE
<br /> O Q-1 Q? ` SIZE THICKNESS DIAMETER
<br /> ,NOP ,�pS' A GALLON Everett Fire Dept.Permit Review
<br /> �j � 1 � 1 40 0.133 1.049 THREADED,CUT GROOVED,ROLL GROOVED,PLAIN END,POLSHED 2.053 N0.044 s
<br /> ��. Status:Approved
<br /> - 29 .l�, /C 1 1/4 40 0.140 1.380 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) 1.817 0.097 R¢VI¢W¢d By:KBIOWn
<br /> ii 4 ,(1 11/2 EDDY FLOW 0.086 1.728 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) 2.860 0.122 06/24/2024 1:30:55
<br /> ° 2 EDDY FLOW 0.086 2.203 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) 3.982 0.198 PM
<br /> Tn #1 = 4 �Oj �i 3 21/2 EDDY FLOW 0.085 2.705 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 5.299 0.298
<br /> ACIN
<br /> a O R PLAN 3 EDDY FLOW 0.083 3.334 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 7.144 0.453
<br /> (1_g) P APPROVED
<br /> 4 EDDY FLOW 0.095 4.310 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 11.290 0.758 PUBLIC WORKS DEPARTMENT
<br /> a
<br /> m 3 I�I 5 10 0.134 5.295 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 17.300 1.144 BY:TH¢man
<br /> 4 Lr W 6 *0 1 0.134 6.357 1 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 23.030 1.649 DATE:06/2512024
<br /> 16 PV 8 0.188 8.249 1 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 40.080 2.78 CITY OF EVERETT REVIEWED FOR PERMIT
<br /> EXISTING BUILDING _ - P
<br /> EXISTING BUILDING N F L_r _ * WALL THICKNESS PER NFPA#13
<br /> a w a
<br /> Qey, T F
<br /> JQQ�y 5/ s v s s 6 s 2.*ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED(III)WHICH ARE FLEXIBLE.
<br /> (1-10) (1-8) (2-1.5) (0- (0-9)
<br /> _ B F7 99 t 9 SCOPE OF WORK
<br /> / J q 15 SMITH FIRE SYSTEMS(SFS)WILL INSTALL A COMBINATION SPRINKLER/STANDPIPE SYSTEM TO PROTECT
<br /> ALLEY 1 THE ENTIRE BUILDING.A CLASS 1 MANUAL WET STANDPIPE WILL BE INSTALLED IN THE EXIT STAIRWELLS,
<br /> SFS WILL START AT A 6"SUPPLY FLANGE LEFT BY OTHERS IN THE FIRE SPRINKLER ROOM.THE SYSTEMS
<br /> PIPE STAND nP> PIPE STAND(rvP) WILL BE INSTALLED PER NFPA 13,2016 ED.,NFPA 14,2016 ED., AND THE REQUIREMENTS OF THE CITY OF6(0-6)EPDXY FLG x GRV EVERETT.
<br /> a FG
<br /> COMPASS HEALTH-PHASE II �LEVEL10 CLARIFICATIONS
<br /> OCCUPANCY GROUP: B,1-1,S-2 Li V
<br /> CONSTRUCTION TYPE: II-A LU 1. THE SPRINKLER RISER ROOM AND ALL AREAS PROTECTED BY WET SYSTEMS MUST BE MAINTAINED
<br /> LEVEL 1 SO.FT. = 17,684 DC BY OTHERS AT A MINIMUM OF 40°F TO PREVENT FREEZING.
<br /> LEVEL 2 SQ.FT. = 17,684
<br /> LEVELS SQ.1 = 18,067 RISER D ETAI L A RISER D ETAI L B 2. FIRE STOPPING WILL BE PROVIDED AS REQUIRED WHERE FIRE SPRINKLER PIPING PENETRATES
<br /> V LEVEL 4 SD.FT. = 17,067 SFS START
<br /> TOTAL SQUARE FEET = 78,121 Cl) AT 6"FLANGE LEFT BY OTHERS RATED WALLS.
<br /> PARCEL#: 00439079501700 M SEE FLANGE LOCATION PLAN ON SHEET 2
<br /> PHASE 3(NOT IN SCOPE) LEVEL FFE: 85'-01' D 2 4 0 2 4 EXCLUSIONS
<br /> fELECTRIC BELL
<br /> / BV OTHERS SCALE 1/2"=V-0• SCALE 1/2"=V-O'
<br /> RISER ROOM N LEVEL 1 SEE 1. ELECTRICAL WIRING OF ANY KIND.
<br /> DETAILS ON THIS SHEET FACING SOUTH FACING WEST 2. CENTRAL STATION ALARM EQUIPMENT,WIRING,AND MONITORING.
<br /> 3. PAINTING OF SPRINKLER PIPE.
<br /> e,Pea 4. STRUCTURAL REVIEW.
<br /> e� 5. HEAT TRACE AND INSULATION OF SPRINKLER PIPE.
<br /> 6. UNDERGROUND WORK OF ANY KIND,INCLUDING BACKFLOW PREVENTER,PIV,AND YARD FDC.
<br /> yP���ae 14 15 7. 4'x 4'WIRE MESH PANELS SUPPORTING THE BATT INSULATION FROM SAGGING OVER THE
<br /> F ° 30'-0" SPRINKLER HEADS LOCATED IN THE OFFICE ROOMS AND UNITS WITH EXTERIOR ACCESS.
<br /> •I - V-2' DESIGN CRITERIA
<br /> 2DI J ° I LEVEL 2 DRY SYSTEM:
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - � � - � - 1
<br /> n PER NFPA 13- EDITION:
<br /> BROADWAY o's" o'-s" ^\�\'IY/ I ORDINARY HAZARDARD GROUP I
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - 1'-6"-J ras -6• 2s-6.5 BASE DESIGN DENSITY: 0.15 GPM/SQ.FT.OVER 1,500 SQ.FT.
<br /> PER NFPA 13(2016)11.2.3.2.5: FOR DRY PIPE SYSTEMS THE AREA OF SPRINKLER OPERATION
<br /> SHALL BE INCREASED BY 30 PERCENT WITHOUT REVISING THE DENSITY.
<br /> :00D 1,500 SQ.FT+(1,500 SQ.FT.X 30%)=1,500 SQ.FT.+450 SQ.FT.=1,950 SQ.FT.
<br /> FINAL DESIGN DENSITY:0.15 GPM/SQ.FT.OVER 1,950 SQ.FT.
<br /> m<�
<br /> N 1 , LEVEL 1 WET SYSTEM:
<br /> WATER SUPPLY INFORMATION SITE PLAN SITE PLAN SYMBOL '�
<br /> �� a PER NFPA 13-2016 EDITION:
<br /> 0 15 30 45 60 75 \EB (1-6) LIGHT HAZARD
<br /> STATIC 83 PSI ELECTRIC BELL BY- EXISTING UNDERGROUND E I BASE DESIGN DENSITY: 0.10 GPM/SQ.FT.OVER 1,500 SQ.FT.
<br /> RESIDUAL 74 PSI
<br /> SCALE 1"=30 I PER NFPA 13(2016)11.2.3.2.3.1: WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED
<br /> - - -
<br /> NEW UNDERGROUND(BY OTHERS) OTHERS BEYOND WALL SPRINKLER THROUGHOUT A SYSTEM OR PORTION OF A SYSTEM HAVING THE SAME
<br /> -
<br /> FLOWING 4000 GPM ' 147 2' HYDRAULIC DESIGN BASIS,THE SYSTEM AREA OF OPERATION SHALL BE
<br /> LOCATION OF TEST INTERSECTION OF 33RD STAND BROADWAY NEW FIRE HYDRANT(BY OTHERS) PERMITTED TO BE REDUCED WITHOUT REVISING THE DENSITY.
<br /> DATE OF TEST 6/4/2024 ►� NEW VALVE(BY OTHERS) a A CEILING HEIGHT IN FEET=16.83
<br /> DATA SUPPLIED BY CITY OF EVERETT PUBLIC WORKS PERCENT REDUCTION= -3(16.83)/2+55=29.755
<br /> ELEV.OF FLOW TEST:81.29'ABOVE SEE LEVEL { NEW WALL FDC I 1,500 SQ.FT-(1,500 SQ.FT.x 29.755%)=1,500 SQ.FT.-446.325 SQ.FT.=1053.675 SQ.FT.
<br /> PP ELECTRIC BELL(BY OTHERS) , FINAL DESIGN DENSITY:0.10 GPM/SQ.FT.OVER 1053.675 SQ.FT.
<br /> SEE FDC DETAIL ON SHEET 2 ( o-
<br /> -- PROPERTY LINE Y
<br /> LEVEL 2 WET SYSTEM:
<br /> ,�-=-�-� PER NFPA 13-2016 EDITION:
<br /> B �)d LIGHT HAZARD
<br /> sVE 1 F Ars"FLANGELEFrnrs"AFFBYOIT as BASE DESIGN DENSITY: 0.10GPM/SQ.FT.OVER 1,500SQ.FT.
<br /> PER NFPA 13(2016)11.2.3.2.3.1: WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED
<br /> THROUGHOUT A SYSTEM OR PORTION OF A SYSTEM HAVING THE SAME
<br /> N HYDRAULIC DESIGN BASIS,THE SYSTEM AREA OF OPERATION SHALL BE
<br /> RISER DETAIL C FLANGE PLAN PERMITTED TO BE REDUCED WITHOUT REVISING THE DENSITY.
<br /> D 2 4 D 2 4 CEILING HEIGHT IN FEET=14.5
<br /> EEMISCALE 1/z"=1'-a MMSEI PERCENT REDUCTION= -3(14.5)/2+55=33.25
<br /> ( Q 1 n SCALE 1/2•=1'a' 1,500 SQ.FT-(1,500 SQ.FT.x 33.25%)=1,500 SQ.FT.-498.75 SQ.FT.=1001.25 SQ.FT.
<br /> O
<br /> FACING EAST
<br /> PVC ROOFING COVER BOARD OVER THERMAL INSULATION- FINAL DESIGN DENSITY:0.10 GPM/SQ.FT.OVER 1001.25 SQ.FT.
<br /> POLY ISO(R38)OVER VAPOR BARRIER AND COVER BOARD
<br /> OVER 11/2'METAL DECKING AND I-HR FIREPROOFING(13/1Er' FITTER / LISTER NOTES LEVEL 3 WET SYSTEM:
<br /> Top of Parapet THICK)
<br /> 14s'-1o^ PER NFPA 13-2016 EDITION:
<br /> z° 2" 1. PIPE ALL DRAINS TO FLOOR DRAIN OR HUB DRAIN. LIGHT HAZARD
<br /> to 3/8" a/e° 2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40o F.
<br /> Top of Steel(Low Point) _ 3. MAINTAIN 2"ANNULAR SPACE AROUND ALL PIPING PASSING THROUGH CONCRETE FLOORS. BASE DESIGN DENSITY: 0.10 GPM/SQ.FT.OVER 1,500 SQ.FT.
<br /> 14t'-0° 4. ****SEND STANDARD DRAIN PIPING MATERIALS**** PER NFPA 13(2016)11.2.3.2.3.1: WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED
<br /> THROUGHOUT A SYSTEM OR PORTION OF A SYSTEM HAVING THE SAME
<br /> rOFFIC�EMEDNU
<br /> EQUIPMENT LIST HYDRAULIC DESIGN BASIS,THE SYSTEM AREA OF OPERATION SHALL BE
<br /> PERMITTED TO BE REDUCED WITHOUT REVISING THE DENSITY.
<br /> HLIL ITEM QTY SIZE DESCRIPTION MANUFACTURER MODEL CEILING HEIGHT IN FEET=12
<br /> Level4 1❑ 1 6" BACKFLOW PREVENTER DERINGER 30 PERCENT REDUCTION= -3(12)/2+55=37
<br /> WITH 3" (2)(1) (4")(3") SFS SHOTGUN RISER INCLUDING: FINAL DESIGN DENSITY:0.10 GPM/SQ.FT.OVER 945 SQ.FT.
<br /> MIN.CO GSLAB I (2)(1) (4")(3") WATER FLOW INDICATOR POTTER ELECTRIC VSR
<br /> 2 1 2" 1.25" TEST AND DRAIN AGF 1011T" OO O( ) LEVEL 4 WET SYSTEM:
<br /> HA MO H LWA ELOEC 0 oFFIc HA�LAY BEGwSS. 30""NROOM IR TioN 3 1/4" WATER PRESSURE GAUGE --- ---
<br /> PER NFPA 13-2016 EDITION:
<br /> Level3 ❑3 1 4" DRY PIPE VALVE RELIABLE DDX-LP LIGHT HAZARD
<br /> 3 BASE DESIGN DENSITY: 0.10 GPM/SQ.FT.OVER 1,500 SQ.FT.
<br /> 1 1/2" ALARM PRESSURE SWITCH POTTER PS10-2A
<br /> s EL BEAM,TVP. MIN. METAL AN DECK WITH 3"J 4� PER NFPA 13(2016)11.2.3.2.3.1: WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED
<br /> CONCRETE TOPPING SLAB THROUGHOUT A SYSTEM OR PORTION OF A SYSTEM HAVING THE SAME
<br /> ❑5 1 1/2" SUPERVISORY AIR PRESSURE SWITCH POTTER PS40-2A HYDRAULIC DESIGN BASIS,THE SYSTEM AREA OF OPERATION SHALL BE
<br /> in - PERMITTED TO BE REDUCED WITHOUT REVISING THE DENSITY.
<br /> 1 1/2" AIR MAINTENANCE DEVICE RELIABLE A2
<br /> RASH GENERATOR ROOM ELECTRICAL EC/TELE CORRIDOR OFFICE 2 OFFICE P ICE] CE 2 181
<br /> O 1 � � � � CEILING HEIGHT IN FEET=13.29
<br /> z3" z� zu
<br /> ❑7 1 --- 300 GALLON SYSTEM CAPACITY AIR GAST 4LCB-46S-M450GX PERCENT REDUCTION= -3(13.29)/2+55=35.065
<br /> L¢v for-oel2 COMPRESSOR,0.75HP,115V,1 PHASE 1,500 SQ.FT-(1,500 SQ.FT.x 35.065%)=1,500 SQ.FT.-525.975 SQ.FT.=974.025 SQ.FT.
<br /> "
<br /> 3'METAL PAN DECK Irt13"� - 101
<br /> (2)(1) (4")(3") BUTTERFLY VALVE W/ VICTAULIC 705 FINAL DESIGN DENSITY:0.10 GPM/SQ.FT.OVER 974.025 SQ.FT.
<br /> MIN.CONCRETETOPPIN s BUILT IN TAMPER SWITCHES
<br /> STANDPIPE
<br /> GRADE ON 33RD ST.
<br /> - ❑9 (1)(1) (4"1 SWING CHECK VALVE ALEUM DGC CLASS 1 PER NFPA 14-2016 EDITION:
<br /> Level 1-upper step oR N IORPRo nDE 1 12 HD SPARE SPRINKLER HEAD BOX RELIABLE 250 GPM AT THE TWO HYDRAULICALLY MOST REMOTE HOSE CONNECTIONS ON THE STANDPIPE AND AT THE
<br /> 85' 9" - SLAB ON GRADE
<br /> (CONTENTS BELOW) TOPMOST OUTLET OF EACH OF THE OTHER STANDPIPES AT 100 PSI MINIMUM.
<br /> Level 1
<br /> 8s 0 PER NFPA 14(2013)7.10.1.1.5:THE MAXIMUM FLOW RATE SHALL BE 1,000 GPM FOR BUILDINGS THAT ARE
<br /> a3v�61-Lower step 11 I 11 11 11 11 11 d � I llI 1 � 1 1 1 111 1 1 SPARE SPRINKLERS SPRINKLERED THROUGHOUT IN ACCORDANCE WITH NFPA 13.
<br /> = MANUFACTURER TYPE MODEL Fi FINISH KFACTOR THREAD
<br /> RATING OUANTRV FINAL DESIGN CRITERIA:250 GPM AT THE TWO HYDRAULICALLY MOST REMOTE HOSE CONNECTIONS ON THE
<br /> RELIABLE CONC.SSP 135-56 BRZ 5.6 1/2" 155' 4 STANDPIPE AND AT THE TOPMOST OUTLET OF THE OTHER STANDPIPE AT 100 PSI MINIMUM(750 GPM TOTAL
<br /> RELIABLE SSU F1FR56 BRZ 5.6 1/2" 200" 2 FLOW).
<br /> RELIABLE SSU F1FR56 BRZ 5.6 1/2" 155" 2
<br /> SECTION A/1 RELIABLE SSU F156 BRZ 5.6 1/2" 155" 2
<br /> FACING EAST TYCO INS.SSP RAVEN BRZ 5.6 1/2" 165' 2
<br /> N.T.S.
<br /> RELIABLE MODEL W2 HEAD WRENCH 1
<br /> RELIABLE MODEL W3 HEAD WRENCH 1 SITE P LA N
<br /> TYCO W-TYPE 25 WRENCH 1
<br /> HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC.
<br /> SYM MANUFACTURER S.I.N. TYPE MODEL s 'N"g En escFl„CON °g'"" Ma.'„� ow�m AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION
<br /> BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED 1106 54th AVE EAST
<br /> Boo BOTTOM OF DECK BOD STRUCTURE IN INCHES BNBUILDERS _ ____ 5 5 TACOMA,WA 98424
<br /> BOJ BOTTOM OF JOIST r y/Ag HINGTON NTATE 1
<br /> BOP BOTTOM OF PURLIN CONTR.REG.NO.SMITHFS1360T
<br /> BOT BOTTOM OF TRUSS LETTER
<br /> EARTHQUAKE T SWAY BRACE 2601 FOURTH AVE
<br /> CTs CUT To SUIT LETTER INDICATES TYPE r TIRE aw"oriecn"oN°sonl°NIMciETn sysrers
<br /> ED FIELD ORDER �:1_. SUITE 350 Aaron Stewart Nelson Bus: (253)926-1880 FAX:(253)926-2350
<br /> IFOW INSIDE FACE OF WALL V 4-WAY EARTHQUAKE SWAY BRACE
<br /> CROW OUTSIDE FACE OF WALL LETTER INDICATES TYPE 1 Smith ire Systems,
<br /> Level3
<br /> SEATTLE,WA98121 1 Smith Fire Sys ems,lnc. COMPASS HEALTH
<br /> NAB NO AUTO.SPRINKLERS SM�fTHFS1�3J60'T�� ^=1
<br /> uNo UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER:ADAM SMITH PHASE
<br /> ELEVATION ABOVE REFERENCED PHONE:(206)491-6592 jj 11
<br /> POINT IN FEET AND INCHES zi za BROADWAY
<br /> FAX: ------ 3322
<br /> O HYDRAULIC CALCULATION NODE SUPERINTENDENT: EVERETT,WA 98201
<br /> FLEXIBLE COUPLING PHONE:
<br /> FAX: DESIGNER PROJECT MGR DATE SHEET JOB NO.
<br /> TOTAL THIS SHEET �� RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEYPLAN I ERIC S. NICK G. 6/20/24 1 1 OF 8 NC24103
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