7720 HARDESON RD K & H PRINTING 2025-01-31

1$CONNECTION TO EXISTING 2Vi"'BRANCHLINE 8"TO SPARK DETECTION/SUPPRESSION SYSTEM\ +F Y' AND AUXILIARY DRY PIPE SYSTEM PROTECTING COLLECTOR \ 19'31/2"AFF \\\ FP1 O-LLL- I I III an 2z'-r1" FPl an 1s'-s' _ w CID zi z J (n U w 0 z Q (n Of m !n CD0 z z H } EXISTING 8" SPRINKLER MAI =SUPPORT MAIN AT WALL WITH STRUT WALL BRACKETS Do J d w � - FFSET AROUND 00 fFU Ll COLUMN O of w V) O Of _ of 2"TO HEADS IN COLLECTOR 5 1/2" N 0 T 96 AFF G�j �Y F H- 16'-0 1/2" - 10 u } o 00 2 13 O204 2 vo _ 09 3 2- XISTING 2%" 8"VIKING ALARM VALVE 50 02 BRANCHLINE 2�z2� 201 2 z AND 8"WALL P.I.V. TYPICAL OF ALL 2 0 - 0 P. A a SYSTEM RISERS a Mcc �y, d"7 �M1 0 Y' TRAfI ION TOG LVANIZED SC ED 40 PI E - OUTSIDE OF BUILDI G Design Areal Wet System 55 �2Vzx2 REDUCER spark system 9'-2" 1 - 53 51 0 Demand Calalations using Hazen-Williams Method WK=5.6 esign Area 1 Dry System Occupancy Classification: 104 103 102 101llector dry system 51 Design Area Density: .1 emand Calculationsusing Hazen-Williams Method *F a 2%x2 REDUCER Additional0utside Hose: 0 - - - - ceupancy Classification: XH Design Area Size: .8 esign Area Density: 0.3 Notes: ditional Outside Hose: 0 esign Area Size: Z GR. CAP 41'-7 5/8" otes:all(4)heads operating AT 7 PSI MINIMUM Q DISCHARGE FOR EACH OF(4) SUPP YLBASEDON90PSISTATCAND PIPE STAND PIPE S AND 45'-4 5/8" 80 PSI RESIDUAL AT MAIN DRAINrrEST (n FL. RISER MANIFOLD 49-1 1/2 S PIPE REPORTED ON TEST REPORTS ATSYSTEM RISER MAIN DRAIN. PROTECTING COLLECTOR-SYSTEM 1/2" A SUPPLY FROM NEW DRY VALVE RISER DETAIL 1 /EP 1 HYDRAULIC DEMAND FOR NEW SYSTEMS PLAN VIEW BAFFLES BETWEEN HEADS LOCATED LESS THAN 6' APART BASED ON RESULTS OF ANNUAL Calculation results for Design Area l -collector dry system Calculation results for Design Area 2 -spark system 1 12" 1 'O ' MAIN DRAIN TEST RECORDED AT RISER: N This system as shown on Burns Fire Protection Systems.Inc company print no dated 12/17/23 This system as shown on Bums Fire Protection Systems Inc company print no dated 12/17/23 STATIC PRESSURE 90 PSI for K&HPrimind at 7720HardisonRoad for KdHPrinting at 7720HardisonRoad SYSTEM RISER/SUPPLYComponents RESIDUAL PRESSURE 8OPSI •- contract no is designed to discharge at a rate of 0.3 gpm/fl'(L/min/m')of floor area over contract no is designed to discharge at a rate of 0.1 gpm/ft2(Umin/m-)of floor area over 1 CONNECTION TO EXISTING 2 1/2"BRANCHLINE WITH 2" MAIN DRAIN FLOWING a maximum area of 115 ft' when supplied with water at a rate of 59.9 qpm at 26.5 psi at me base of the riser. a maximum area of 0.8 ft' when supplied with water at a rate of 32.2 qpm at 72.2 psi at the base of the riser. 2 2"GROOVED ELL Hose stream allowance of is included in the above. Hose stream allowance of is included in the above. (CALCULATED TO BE 200 GPM FLOWING) Occupancy classification:XH Number of heads flowing:4 Occupancy classification: Number of heads flowing:4 3 21/2x2 CONC.REDUCER THIS DETAIL PROVIDED FOR INFORMATION Commodity classification: System Type: Dry Commodity classification: System Type: Wet ONLY. NO WORK IN THIS SUBMITTAL Maximum storage height: Maximum velocity: 9.44 fVs Maximum storage height: Maximum velocity: 3 it. 5 2 1/2"BUTTERFLY CONTROL VALVE(3.77"T.O.) Storage arrangement: Storage arrangement: 6 2 1/2"NCO DPV-1 DRY VALVE WITH STANDARD TRIM(1 2.25"T.O.) EXISTING RISER DETAIL_ 2/E P 1 Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 26.5 psi Flow from In-Rack sprinklers: 0 gpm pressure Required at Source: 72.2 psi 7 RISER MOUNT AIR COMPRESSOR WITH AIR MAINT.DEVICE-60.3 GALLON SYSTEM 1 /2„_ Flow from Overhead sprinklers: 59.9 gpm Pressure Available at Source: 88.4 psi Flow from Overhead sprinklers: 32.2 gpm Pressure Available at Source: 89.7 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 61.9 psi Flow from Inside Hoses: o gpm Surplus Pressure at Source: 17.4 psi 'F INDICATES FLEXIBLE COUPLING Flow from Outside Hoses: 0 gpm Flow from Outside Hoses: 0 gpm Other fixed flows: 0 qpm Other fixed flows: 0 qpm Total flow in system piping: 59.9 gpm Total flow in system piping: 32.2 gpm Additional flow at/beyond source: 0all Additionalflow at/beyond source: 0gpm SCOPE OF WORK BY BURNS FIRE SYSTEMS Total of all Flows: 59.9 gpm Total of all flows: 32.2 gpm THIS SUBMITTAL IS FOR CONNECTIONS TO PRE-ENGINEERED SPARK DETECTION SYSTEM,AND PROVIDE DRY PIPE SUPPLY TO(4) SPRINKLERS PRE-INSTALLED IN DUST COLLECTOR SYSTEM. GENERAL NOTES: 1. DESIGN AND INSTALLATION TO CONFORM WITH NFPA 13 2019, NFPA #654 2019 AND THE CITY OF EVERETT 2. ALL MATERIALS TO BE NEW AND ILL OR FM LISTED. 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. 4. ALL THREADED PIPE 1" TO 2" PIPE To BE THREADED SCHEDULE 40 BLACK STEEL PIPE. PIPE OUTISDE OF HANGERS TO BE PROVIDED ON STEEL PIPE ARMOVERS WHICH EXCEED 24" IN LENGTH CHANNEL/STRUT THE BUILDING TO BE GALVANIZED SCHEDULE 40 STEEL EXISTING 2 1/2"BRANCHLINE �3/8" UNISTRUT NUT 5. ALL 1Y" TO 4" PIPE JOINED WITH GROOVED FITTINGS EDDYFLOW BLACK STEEL PIPE WITH WELDED OUTLETS 6. FITTINGS TO BE BLACK CAST IRON OR PAINTED GROOVED. 7. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND ARE AS MARKED ON THE DRAWINGS. e 8. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN. 3/8"A.T.R.FOR 1"TO 4"PIPE 9. ALL SWAY BRACING TO BE 1" SCH40 PIPE FASTENED PER APPROPRIATE DETAIL. -----NEW 21/zx2 MECHANICAL TEE _ AFCON Palo SURGE RESTAINER 1. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. RING HANGER AT END OF a 1 11. FLOW AND TAMPER SWITCHES TO BE PROVIDED AND INSTALLED BY BURNS FIRE SYSTEMS. 12. ALL ELECTRICAL WIRING TO BE PERFORMED BY OTHERS. O 3. THE OWNER IS TO PROVID 1 E MONITORING OF ALL FLOW SWITCHES AND TAMPER SWITCHES AS REQUIRED. 15. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE PIPES. 16. HEADS ARE TO BE SPACED PER NFPA13. AND MANUFACTURERS PRE-ENGINEERED SYSTEM REQUIREMENTS 17. ALL PENETRATIONS THRU RATED WALL SHALL BE FIRECAULKED. SUPPORT BRAC T AT EACH END of THE COLLECTOR 12'0"APART HYDRAULIC CALCULATION DESIGN PARAMETERS SYSTEM REQUIREMENTS A. DUST COLLECTOR XISTING 3" RISER NIPPLE WITH 2�/2x2V2x3 BULLHEAD TEE (4)1/2"NPT CONNECTIONS NEW 212x2 MECHANICAL TEE A CHANNEL/STRUT P1001 DOUBLE STRUT SINGLE VICTAULIC V2790 SPRINKLER HEAD PER NEW 2" BLI TERFLY CONTROL VALVE-----, B ,- 3/8" UNISTRUT NUT CONNECTION (PROVIDED), 5.6 ORIFICE, 175PSI __----NEW 2" BUTTERFLY CONTROL VALVE O 1xCLO SPAN 14' BETWEEN SUPPORTS MAXIMUM. SECTION MODULUS .572 B. FLAME AND SPARK EXTINGUISHING ASSEMBLY PIPE WEIGHT 14' SPAN=3.6lxl4=50.5 ElOPRATNG NIPPLE ADDED WEIGHT PER NFPA #13= 250# 6 PSI,180 PSI NMAXMOUM. MINEMUMI OF 8R RE GPM U ANDF ® V TOTAL LOAD 300.5# MAXIMUM 15GPM PER NOZZLE UNDER FLOW. GAL - - MAX LOAD PER MFG. 690//ADJUSTED PER MFG NOTES z"BRANCHLwE -ILAD - 690#X.5 FOR LOAD AT CENTER=345#MAX LOAD 1. CLEAN WATER REQUIRED 2. SUPERVISED VALVE SHUTOFF REQUIRED WITH(4)1"THRD 1• ROP 1 1/2"0 MECH.TEES PIPING SYMBOLS. OUTLETS (SERE REQUIRED)1"TEE 12'-4 1/2" 14._3.. REDUCING COUPL G 1 1/2" GALV. SCHED 40 PIPE 110'-9 1/2" fp r Approximate Hanger Location 1"X FLEX DROP 9'-2 1/2" � \ V J Approximate Bracing Location SEE PLAN) -0- Approximate Location of Grooved Coupling +0-0 Elevation from Floor to Centerline of Pipe SIDE ELEVATION VIEW -0 BOJ Elevation down from Joist to Centerline of Pipe SIDE ELEVATION VIEW VIEW'A-A' K=5.6 SSW STANDARD RESPONSE 1"CONNECTION TO FLAME AND SPARK ASSEMBL VIEW'B-B' Y(4 TVP.) VICTAULIC II /� 1/2709 -O BOB Elevation down from Beam t0 Centerline Of Pipe V l� V L l� V (0'-011) Center to Center Dimension of Pipe NEW DUST EXHAUST DUCT Cut Dimension of Pipe BY OTHERS XTINGUISHING NOZZLE REFER TO PRE-ENGINEERED SYSTEM DRAWINGS-BY OTHERS Hydraulic Reference Point TYPICAL CONNECTIONS FOR (4) NOZZLES TO Rise/Drop PROVIDE MINIMUM 60 PSI @8GPM AT CONNECTION PER MFG SPECIFICATIIONS Main Sprinkler Riser U.L. LISTED VICTAULIC AH-2 Flexible Sprinkler (NAS) No Automatic Sprinklers Drop WITH 1"NPT CONNECTIONS EACH END 17' EQUIV. LENGTH INCLUDED IN CALCULATIONS (NTS) NOT TO SCALE R PER MFG GUIDELINES FOR 2 BENDS BRANCH-LINE RESTRAINT N NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN ........ ................. .... DATE DESCRIPTION BY ExPlm•WASHINGTON STATE -• • 1 8 24 ADD SITE PLAN AND VAULT DETAILS BFPS H, INC K& Printing AREA 1 71 CERTIFICATE OF COMPETENCY; PERMIT NO. FIRE SPRINKLER SYSTEMS W O E ; David Yates 28os.oB9e-c Lewe13 P.O.B. MO7720 Hardeson RD CONTRACT NO. Bums Fire Protection Syste Everett ms,Inc. GRANITE FALLS, WA APPROVAL city of Everett N ,/6/2024 , WA DRAW s SF BID 425-388-0124 DRAWN BY D.YATES r SCALE noted ;.�n° ................• Dew 0 DATE 12 20/2023 DESIGN UESTIONS 360-580-1062 / Q CONTRACTOR: REVISED FP 1 PLOTTED