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FIR2022-0096 FIR WC3 APPROVED - PlansGENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: , R -1 !- LEVEL 1 102'-9' 212TH ST SW _____-_ BY OTHERS 12 NEW 6" DI SUPPLY 1 FIRE SPRINKLER RISER ROOM ON LEVEL 1 (SEE DETAIL ON SHEET 1) SFS START POINT @6"SUPPLY FLANGE ANTHOLOGY OF EDMONDS OCCUPANCY: S2, A2, A3, B, R2 CONSTRUCTION TYPE: V-A / I -A PARCEL: 00580700000401 BLDG PERMIT* BLDG2021-0088 LEVEL 1 ELEVATION: 382.75' BUILDING SQUARE FOOTAGE LEVEL P1: 21,212 SQ. FT. LEVEL 1: 23,874 SO. FT. LEVEL 2-5: 22,367 SQ. FT. LEVEL 6: 21,652 SQ. FT. TOTAL AREA: 156,206 SO. FT. WATER SUPPLY INFORMATION STATIC 88 PSI RESIDUAL 86 PSI FLOWING 1000 GPM LOCATION OF TEST AT SITE DATE OF TEST 3/4/2019 DATA SUPPLIED BY CITY OF EDMONDS ELEV. OF FLOW TEST: 383' SITE PLAN 0 15 30 45 60 75 SCALE 1' = 30' 7'-5" 19'-6" 6'-2' 6-2.5" 20'4" 13'-6" ROOFING N TAPERED IGID INSULATION ON ROOF TRUSSES @24" o/c 12 11/4 FITNESS UNIT CORRIDOR 11-7/8" TJI'S @ 16' 0/C UNIT CORRIDOR 11-7/8" TJI'S @ 16' 0/c UNIT CORRIDOR 11-7/8" TJI'S @ 16' 0/c UNIT CORRIDOR PT SLAB DINING RESTROOM RESTROOM PT SLAB R-38 BATT INSULATION PARKING AT UNDERSIDE OF SLAB ELECTRICAL Li 16'-5" O 38 AFF G1 BOD c SIPS START POINT 1 6" SUPPLY FLANGE 96" INSIDE FACE OF WALL LEVEL P7 91'-0 FLANGE LOCATION PLAN FACING NORTH 0 2 4 SCALE 1/2"=T-O" NEW UNDERGROUND - - - - - EXISTING UNDERGROUND 4111- WALL POST INDICATING VALVE NEW HYDRANT BY OTHERS Y NEW VALVE BY OTHERS EXISTING HYDRANT EXISTING VALVE C: NEW FIRE DEPARTMENT CONNECTION NEW ELECTRIC BELL BY OTHERS 12'1" 1 6'-10" CORRIDOR CORRIDOR CORRIDOR CORRIDOR FRAMING (TYPICAL) V GYPCRETE WITH 7/8" SHEATHING OVER 4x T&G WOOD DECKING AND (1) LAYER 5/8" GYPSUM BOARD (SUSPENDED) SECTION A/1 FACING SOUTH NTS CORRIDOR CORRIDOR 26-11' UNIT 11-7/8" TJI'S @ 16' o/c UNIT 11-7/8" TJI'S @ 16' o/c UNIT 11-7/8" TJI'S @ 16' o/c 11-7/8" TJI'S @ 16' o/c UNIT PT SLAB R-38 BATT INSULATION AT UNDERSIDE OF SLAB PARKING PT SLAB SLAB ON GRADE PARKING 11`11.5' LEVEL 3 l/ a LEVEL 1 L ABBREVIATIONS SYMBOL LEGEND AlF Boo no BOJ BOP BOT crs FO IFow OFOW NA S UN O ABOVE FINISHED FLOOR BOTTOM of BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUNMUSS M BOTTOM OF 1RU55 cur To sulT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO, SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD �� CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY E ARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING 0 III TOTAL THISSHEET 1 2 9'-1 os° A LIMK SEAL (BY OTHERS) A. G1 AFF 38 BOD� SFS START POINT 6" SUPPLY FLANGE - 96" INSIDE FACE OF WALL 0-( FLANGE SECTION IICII FACING WEST 0 2 4 SCALE 1/2"=V-0" LEVEL 2 m 3 RUN TIGHT TO SLAB WITH BATT INSULATION TENTED UNDER. LEVEL 1 102'-9' 4 (13- 1 RISER ROOM 15H 2'-0" 1034 4"XT CONC. REDUCER 0' 3 3 00 o. (3-1) 10-7 0 23H e ag ,% C 4 a 4f (3-8) (3-8) a� O 4 e °2 b'TO PC Va �a19 N RISER PLAN 0 2 a SCALE 1/2"=1'-O" 3-2" V-5.4" s-0 I 4 1 1 a° M25 III '.4 II� anA% (4-5.5) RISER ROOM 034 +� I a 10-8) e ^ 15 ICI ICI 4 Lr P 4 Lr P 1-8 BF1 7 7 56 43 56 PV PV w P Pe o- 1 � T T 4 4 4 1 BF2 P20 (2 ) M30 (20) P120 11) rn i o o N PIPE STAND � ITMP) �v 4" SWELL WITH 4N3" ECCENTRIC REDUCER g^� MAINT. v ooae � SEE'FLANGE LOCATION PLAN' G1 ON SHEET V O 4" EPDXY COATED 90 ELL 6" FLANGE x 4" GROOVE J '� EPDXY COATED ADAPTER PIECE RISER DETAIL FACING WEST 0 2 4 SCALE 1/2"=1'-O" 1 1. ALL DRAINS SHALL BE PLUMBED TO THE EXTERIOR OF THE BUILDING. 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. RISER EQUIPMENT LIST ITEM OTY. SIZE DESCRIPTION MANUFACTURER MODEL# 1❑ 1 4" DOUBLE CHECK DETECTOR ASSEMBLY W/ WILKINS 350ASTDA-PIG PI GATE VALVES G x G ❑2 1 6" SWING CHECK VALVE GLOBE RCV ❑3 1 2" TEST & MAIN DRAIN W/ PRESSURE RELIEF AGF 1011 ® 1 1/4" 3-WAY WATER PRESSURE GAUGE ASHCROFT 1005P XUL ❑5 2 4" QUICK DRY RISER INCLUDING THE FOLLOWING: RELIABLE DDX-LP 2 4" BUTTERFLY CONTROL VALVE w/ BUILT-IN SUPERVISORY SWITCH © 2 1/2" PRESSURE SWITCH - ALARM POTTER ELECTRIC PS10-2A ❑7 2 --- AIR MAINTENANCE DEVICE RELIABLE A-2 ® 2 1/2" PRESSURE SWITCH - SUPERVISORY AIR POTTER ELECTRIC PS25-2A ❑9 1 400 GAL. AIR COMPRESSOR (.75 HP, 115/230) GAST 5LCA-22-M55ONGX 10 1 N/A WALL POST INDICATOR KENNEDY 2945W 11 1 N/A VALVE SUPERVISORY SWITCH POTTER PCVS-2 13 2 12 HEAD SPARE HEAD CABINET CONTAINING THE FOLLOWING: STEEL PIPE ASTM E - 53 / ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT of ^ r PIE CAPACITY IN GAL LONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.92 0.078 11/2 EDDY FLOW 0.086 1.728 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.860 0.122 2 EDDY FLOW 0.086 2.203 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.982 0.198 21/2 EDDY FLOW 0.085 2.705 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 5.299 0.298 3 EDDY FLOW 0.083 3.334 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 7.144 0.453 4 EDDYFLOW 0.095 4.310 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 11.290 0.758 5��O 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 0.1346.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) WHICH ARE FLEXIBLE. 3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: PIPE SIZE INTERNAL DIAMETER WALL THICKNESS END PREP TYPES ALLOWED WEIGHT OF TeBiPIPe 3/4 0.874 0.088 PLAIN END 0.427 0.0312 1 1.101 0.107 PLAIN END 0.674 0.0495 11/4 1.394 0.133 PLAIN END 1.078 0.0793 11/2 1.198 0.151 PLAIN END 1.412 0.1042 2 2.003 0.186 PLAIN END 2.223 0.1637 ** PER SDR 13.5 ASTM F 442 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL PROVIDE (1) COMBINATION WET PIPE SPRINKLER / MANUAL WET STANDPIPE SYSTEM WITH SECTIONAL FLOOR CONTROL VALVES TO PROTECT THE HEATED INTERIOR OF THE NEW BUILDING. SFS WILL PROVIDE (2) DRY PIPE SPRINKLER SYSTEMS TO PROTECT THE UNHEATED PARKING GARAGE LEVELS. A CLASS I WET STANDPIPE WILL BE INSTALL 1 STAIRWELLS WITH 2-1/2" FIRE HOSE VALVES. SYSTEMS WILL BE INSTALLED PER TH 2O16 EDITIONS OF NFPA 13, NFPA 14 AND PER THE CITY OF EDMONDS. SFS WILL BEGIN WORK INSIDE THE BUILDING AT A 6" SUPPLY FLANGE, BY OTHERS. ^^ ) CLARIFICATIONS V 1. ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING. Z EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4. UNDERGROUND WORK OF ANY KIND. 5. HEAT TRACE AND INSULATION. 6. 4' x 4' WIRE MESH PANELS, SUPPORTING THE BATT INSULATION OVER SPRINKLER HEADS. Q DESIGN GNCRI CRITERIA D PER HE CITY OF EDMONDS rW PARKING 1 �•/ Y HAZARD GROUP I DESIGN DENSITY 0.15 GPM / SO. FT. OVER 1,500 SQ. FT. OR5EA NFP2016) 1.2.3.2.5 REQUIRES THAT THE AREA OF SPRINKLER OPERATION SHALL BE 30 PERCENT WITHOUT REVISING THE DENSITY FOR DRY PIPE SYSTEMS. Q FINAL DESIGN DENSITY: 0.15 GPM/SQ.FT. OVER 1,950 SQ.FT. w OFFICE Er LIGHT HAZARD DESIGN DENSITY 0.10 GPM / SO. FT. OVER 1,500 SQ. FT. 1 NFPA 1 (2016) ECTION 11.2.3.2.3.1 ALLOWS FOR UP TO A 40 % REDUCTION IN THE DESIGN AREA 0 WITHOU ING THE DENSITY WHERE LISTED QUICK -RESPONSE SPRINKLERS ARE USED FOR 0 CEILING HEIGHTS UP TO 20 FT. O 11'-0" CEILINGS: 0.20 GPM / SQ. FT. OVER 922.5 SQ. FT. IUD RESIDENTIAL �. DWELLING UNITS 1 DESIGN DENSITY 0.10 GPM / SQ. FT. OVER UP TO (4) HYDRAULICALLY MOST DEMANDING SPRINKLERS PER NFPA 13 2016 EDITION. SECTION - 11.3. . ESIGN AREA OF A PORTION OF THE BUILDING IS ADJACENT TO AN O UNSPRINKLERED COMBUSTIBLE CONCEALED SPACE AS DESCRIBED IN SECTIONS 8.15.1.2. AND 8.15.6 NO FEWER THAN 8 SPRINKLERS SHALL BE CALCULATED. FINAL DESIGN DENSITY: 0.10 GPM/ OVER 8 MOST DEMANDING SPRINKLERS 1 ATTIC LIGHT HAZARD / � \�� PER SPECIAL APPLICATION SPRINKLER: DESIGN DENSITY 0.10 GPM / SO. FT. OVER 1,000 SQ. FT. STANDPIPE CLASS 1 PER NFPA 14 - 2016 EDITION: C2� 500 GPM AT 100 PSI AT THE MOST REMOTE STAIRWELL. 250 GPM AT EACH ADDITIONAL STAIRWELL UP TO A MAXIMUM OF 1,000 GPM. PLAN REVIEW ACCEPTANCE SHEET LEGEND SHEET # SHEET DESCRIPTION 1 SITE PLAN 2 DETAILS 3 STANDPIPES 4 LEVEL P1 5 LEVEL 1 6 LEVEL 2 7 LEVEL 3 8 LEVEL 4 9 LEVEL 5 10 LEVEL 6 11 ROOF PLAN FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, RTATP C)P I nCAL REGULATIONS. BY: DATE:10/19/202 WEST OAST CODE CONSULTANTS, INC. Approved by Fi 10/27/2022 AFM 'tterer FIR2022-0096 Plans to be on -site at all times MANUFACTURER TYPE MODEL HEAD FINISH KFACTOR THREAD SIZE TEMP. RATING QUANTITY RELIABLE SSU F156 BR 5.6 1/2" 155 4 RELIABLE SSU FlFR56 BR 5.6 1/2" 155 2 RELIABLE SSP FlFR56 WHIT 5.6 1/2" 155 4 RELIABLE HSW FlFR56 BR 5.6 1/2" 155 2 RELIABLE RES SSP F1/RES49 WHIT 4.9 1/2" 155 6 RELIABLE RES SSP F1/RES49 WHIT 4.9 1/2" 200 2 RELIABLE SSU KFR-CCS BR 5.6 1/2" 212 4 RELIABLE SPRINKLER WRENCH MODEL'W2' 1 RELIABLE SPRINKLER WRENCH MODEL'W4' 1 RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SITE PLAN REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RAN DOLPH ST, #2100 CHICAGO, IL 60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX: WASHIE OF COMPETENCY STATE ERT1st 1 FIRE PROTECTION SPINKLERS STEMS 1 Nicholas James Scott 1 1 0627 1019 C Level 3 N 1 Smith Fire Systems, Inc. N 1 SMITHFS1360T 1 0 0 1 xpires 1 2/31 22 Signature L. ..== ������� �� CERTIFICATE OF COMPETENCY STAMP KEY PLAN SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS7360T Bus: (253) 926-1880 FAX: (253) 926-2350 REASON FOR REVISION Plan Review ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 DESIGNER PROJECTMGR DATE SHEET JOB NO. SHANE C. I B. COOK 1 09-08-2022 1 1 OF 11 1 NC22102 CONCRETE WALL (2) TOLCO FIG 980 J 45° 45° `(2) 1/2'. 4-1/2" HILTI KWIK BOLT TZ \ (3-1/4" MINIMUM EMBED) SWIVEL END �(2) 1"x (3-6) SCH 40 BRACE PIPE (2) TOLCO FIG 1001 FAST CLAMP 1, (2) 1- MIN EXCESS PIPE �� THROUGH FAST CLAMP EQ BRACE 1 CONCRETE WALL 1/2" x 41/2" HILTI KWIK BOLT TZ (3 3/4" MIN. EMBED) TOLCO FIG.980 SWIVEL END °a 1" MIN. EXCESS PIPE THROUGH FAST CLAMP a d. 1" (7-0) SCH 40 BRACE PIPE TOLCO FIGA 001 FAST CLAMP EQ BRACE 2 CONCRETE WALL n_a 2"x4"STUDS AT a (2) 4' x 4" x 14.5' BLOCK 1/2" x 4-1/2'HILTI KWIK BOLT TZ� n (3-1/4" MINIMUM EMBED) 45° - 59' TOLCO FIG 980 SWIVEL END FROM VERTICAL /1 (2) TOLCO FIG. 9801 1"x (7-0) SCH 40 BRACE PIPE) SWIVEL END 0 (2) 1" (M) SCH 40 BRACE PIPE J (2) TOLCO FIG. 1001 BRACE CLAMP TOLCO FIG 4L BRACE CLAMP J EQ BRACE 3 (8) 5/16" x 3" LAG BOLT W/WASHER 45° - I - 45- /j '(1) 1/2' x 3 1/2" LAG BOLT EQ BRACE 4 (2) 1" MIN EXCESS PIPE THROUGH FAST CLAMP 1" THREADED TEE 1" PLUG -- ni,INO DRY PENDENT (FIELD ORDER) / A=2.5' MIN FOR PARKING GARAGE TYP. DRY PENDENT DETAIL r CONCRETE FLOOR rCONCRETE FLOOR WOOD BEAM PER PLAN 1/2" x 6 1/2" LAG SCREW Il/ TOLC0 FIG.980SWIVEL TOLCO FIG. 980 SWIVEL END END WITH 1/2" x 61/2" LAG "4.)jA, 3/8" HILTI HDI-P TZ n a 1" (3-6) SCH 40 BRACE PIPE TOLCO FIG. 75 SWIVEL o ,,y 45° - 59' 3/8" ATR W/ CONCRETE SLAB OR -� FROM VERTICAL SURGE CLIP !\ P.T. DECK MIN. B DEPTH MIN. 1/2 DEPTH `3/8" HILTI HDIP-TZ (CRACKED OR UNCRACKED) OF BEAM OF BEAM HANGER RING WITH T MIN DROP IN ANCHOR (3/4" MINIMUM EMBED) 3/8"ATR 3/8"SAMMYGST20J/ BOTTOM CHORD o ad �3/8" ATR a 1" (3-6) SCH 40 BRACE PIPE OF WOOD STRUCTURE '. TOLCO FIG. ,°D1BRACE CLAMP - BRANCH LINE RESTRAINT: HILTI HDI-P TZ 3/8' DROP IN ANCHOR (%" EMBED) (2) 3/8' x X" ATR ® -BRANCH LINE RESTRAINT REQUIRED AT END HEAD OF BRANCH LINES WITHIN 6" OF END W/ NUT &WASHER 1" MIN. EXCESS PIPE THROUGH CLAMP HANGER RING PIPE CLOMP TOLCO FIG. 4L HANGER THAT IS INSTALLED TO LIMIT UPWARD MOVEMENT. HANGER RING PIPE CLAMP - RESTRAINT WILL NOT BE REQUIRED WHERE BRANCH LINES ARE SUPPORTED BY RODS LESS THAN 6" LONG. HANGER'H' HANGER SS HANGER PC EQ BRACE 5 EQ BRACE 6 SPACING OF BRANCH LINE RESTRAINT WILL BE FFOLLOWS: 11/4 - 3FEET 1 1/2 - 41 FEET 2 45 FEET _\ NO BLOCK HANGER W/ (2 ) 5/16" x 1" HEX HEAD SCREW rzb CIE PIPE 11-7/8" TJI JOIST/ SIDE MOUNT BRACKET W/ (2 ) 5/16' x 1" HEX HEAD SCREW TYP. CPVC HANGERS AT FLOORS 3 - 6 TJI JOIST_ iv 0 CPVC OFFSET DETAIL CONCRETE SLAB OR P.T. DECK (CRACKED OR UNCRACKED) v � IN 'A ROD COUPLING '/"x33/4'HILTI '/"ATR KWIKBOLT-TZ (2" EMBEMD) HANGER RING FOR ALL P.T. DECKS, SCAN FOR TENDON LOCATIONS PRIOR TO DRILLING HANGER 'H2' ZX DIAMETER OF LARGEST HOLE (MINIMUM) 2" MAX HOLE SIZE MIDDLE 1/3 U, n TYP. BEAM PENETRATION DETAIL 1.5" SCH 40 1.5" BALL VALVE 6-0 AFF NP 1.5" (0-3) SCH 40 NIPPLE -f 1.5N1"450 ELL WITH 5.6K SMOOTH BORE BUSHING INSPECTOR'S TEST TRASH CHUTE DETAIL / SUB FLOOR 1" CPVC ADAPTER TEE EXTERIOR DECK/CANOPY �� V SCH. 40 PIPE \ FIELD ORDER a' \\ \ GYPSUM BOARD CEILING 1" SPLIT RING W/ SAMMY GST 30 FIELD ORDER ATR LENGTH J NI DRY HSW SPRINKLER HEAD / 1"THREADED TEE W/ PLUG A = FIELD ORDER SOFFIT (BY OTHERS) 0'-3' % \ MIN. LIVING SPACE EXTERIOR WALL MIN. BARREL LENGTH' PER INLAND REQUIREMENT DRY SIDEWALL BRANCH LINE - 1(1-6) UNO - 1" ELBOW FLEX 1 ZiD R 1" PER PLAN 1" F.O. 51' AFF TYCO DD-1 DRUM DRIP LOW POINT DRAIN DRY SYSTEM LEVEL P1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS PARKING 21,212 207 TOTAL: 21,212 207 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1950 SQUARE FEET DEMAND AT BASE OF RISER 371.3 GPM AT 54.6 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 621.3 GPM AT 62.5 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 352 GALLONS DRY SYSTEM LEVEL L1 AREA AREA NUMBER OF DESCRIPTION SO. FOOTAGE SPRINKLERS PARKING 15,420 156 TOTAL: 15,420 156 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM/ 1950 SQUARE FEET DEMAND AT BASE OF RISER 388.3 GPM AT 66.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 638.3 GPM AT 74.3 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 292 GALLONS WET SYSTEM LEVEL L1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS OFFICE 8,454 87 TOTAL: 8,454 87 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .10 GPM / 922.5 SQUARE FEET DEMAND AT BASE OF RISER 218.3 GPM AT 51.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 318.3 GPM AT 65.6 PSI ( 100 GPM TOTAL HOSE ALLOWANCE) WET SYSTEM LEVEL L2 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL 22,367 292 TOTAL: 22,367 292 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .10 GPM / MOST DEMANDING 8 SPRINKLERS DEMAND AT BASE OF RISER 141.5 GPM AT 47.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 241.5 GPM AT 61.8 PSI ( 100 GPM TOTAL HOSE ALLOWANCE) LINK SEAL (BY OTHERS) 7,FF 38_y, � L A BOD�6" SUPPLY FLANGE @6"INSIDE FACE OF WALL 91'_0.. p WET SYSTEM LEVEL L3 AREA AREA NUMBER OF DESCRIPTION SO.FOOTAGE SPRINKLERS RESIDENTIAL 22,367 292 TOTAL: 22,367 292 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .10 GPM / MOST DEMANDING 8 SPRINKLERS DEMAND AT BASE OF RISER 141.5 GPM AT 47.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 241.5 GPM AT 66.2 PSI( 100 GPM TOTAL HOSE ALLOWANCE) WET SYSTEM LEVEL L4 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL 22,367 292 TOTAL: 22,367 292 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .10 GPM / MOST DEMANDING 8 SPRINKLERS DEMAND AT BASE OF RISER 141.5 GPM AT 47.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 241.5 GPM AT 70.6 PSI ( 100 GPM TOTAL HOSE ALLOWANCE) WET SYSTEM LEVEL L5 AREA AREA NUMBER OF DESCRIPTION SO.FOOTAGE SPRINKLERS RESIDENTIAL 22,367 292 TOTAL: 22,367 292 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .10 GPM/MOST DEMANDING 8 SPRINKLERS DEMAND AT BASE OF RISER 141.5 GPM AT 47.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 241.5 GPM AT 74.9 PSI ( 100 GPM TOTAL HOSE ALLOWANCE) WET SYSTEM LEVEL L6 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS ATTIC 21,652 401 TOTAL: 21,652 401 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .10 GPM / 1000 SQUARE FEET DEMAND AT BASE OF RISER 186.0 GPM AT 40.9 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 286.0 GPM AT 74.7 PSI ( 100 GPM TOTAL HOSE ALLOWANCE) WET STANDPIPE (CLASS I MANUAL) STANDPIPE DEMAND @ FDC 750 GPM AT 164.8 PSI GUARDIAN MODEL #6628 6' NPT x 5" STORZ FDC CONNECTION. SET 36" ABOVE GRADE. OUTLET TO BE PROTECTED WITH A LOCKING STORTZ CAP. MODEL # 3080 OUTSIDE GRADE f6" UNDERGROUND FDC PIPE (BY OTHERS) AUTOMATIC BALL DRIP (BY OTHERS) FDC LOCATION PLAN FACING WEST 0 2 4 SCALE 1/2-1'-0" z_ LM 0- 0 Uj J W O ' l0 r / z O Z) U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICA LE CONSTRUCTION CODES IDENTIFIED BE OW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBIN ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUN ENTS DOES NOT AUTHORIZE CONSTRUCTIO q TO PROCEED IN VIOLATION OF ANY FEDE AL, CTATF nR I nCAL REGULATIONS. BY: _ DATE: 10/1 /2022 WEST COAST CODE CONSULTANTS, INC. FIR2022-0096 KLbUb Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DETAILS HANGER LEGEND SPRINKLER LEGEND I ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX r ■ WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 1 Nicholas James Scott 1 1 1 0627-1019-C Level 3 N 1 N 1 Smith Fire SstemsInc. 1 y, N OD d 1 SMITHFS1360T 0 0 I 1 1 1 P31 1 1 Signature_ _ _ __ _ _ _ _ _ CERTIFICATE OF COMPETENCY STAMP KEYPIAN SMITH FIRE SYSTEMS, INC. 1106 54[h AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 - 1880 FAX: (253) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL r AFF eoe BED E. BOP BET - FO IFOW NA NA UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE NO AUTO. SPRINKLERS NO UNLESS NOTED OTHESMSE 12 BOD '-' f CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION 1 10-10-22 SC Permit lst Plan Review ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 O �I DESIGNER PROJECT MGR DATE SHEET JOB NO. SHANE C. B. COOK 09-08-2022 2 OF 11 NC22102 TOTALTHISSHEET EXPRESS DRAII 1.5" RISER CLAMP, TYP. N 4 4" RISER CLAMP TYR 1.25" GRV S.N. TYP PIPE TO DRAIN (PROVIDED BY OTHERS) LEVEL 6 LEVEL 3 LEVEL 1 z z 3 3 w w W (1) 1 "(1-0) TOE W/ 1.25"X1ADACAP T (1) 1.25"(2-0) GOE PIPE TO EXPRESS DRAIN 1 z 5 � a a NOTE: 1. EXPRESS DRAIN SHALL BE ROUTED TO THE HUB DRAIN LOCATED IN THE RISER ROOM. 2. STAIRWAY MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. STANDPIPE HOSE VALVES SHALL BE POSITIONED AT A 45° ANGLE TO THE FLOOR. FLOOR CONTROL EQUIPMENT LIST ITEM CITY. DESCRIPTION MANUFACTURER MODEL # ❑1 6 BUTTERFLY CONTROL VALVE W/ TAMPER SWITCH VICTAULIC 705 ❑2 6 CHECKVALVE ALEUM GDC ❑3 6 RISER ASSEMBLY W/ PRESSURE RELIEF AGF 8451A INCLUDES THE FOLLOWING: WATER PRESSURE GAUGE INSPECTORS TEST AND DRAIN VALVE ® 14 GROOVED BRASS HOSE VALVE W/ CAP & CHAIN WILSON & COUSINS IE23G -0" 0'-6" W EXPRESS DRAIN J - 4" STA PI ) 4" STANDPIPE (L2-L6) L2-L6 STAIR 1 4W � 4" STANDPIPE AIR 1 L I STAIR 1 Pi �1 4" STANDPIPE N STAIR 1 LANDINGS 0 4 8 1%." J) SCALE 1/4"=1'-0" LEVEL 5 LEVEL 4 L2-L6 STAIR 2 L 1 ANDPIPE LLL L w 0'-6• w CU D 0 w rr O 0 LO Z 0 Z) U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICP BLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTU L ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ACCESSIBILITY ®FIRE PLAN REVIEW ACCEPTANCE OF DOCUt IENTS DOES NOT AUTHORIZE CONSTRUCTIC N TO PROCEED IN VIOLATION OF ANY FEDE RAL, RTATF ()R I ()CAL REGULATIONS jj�' DATE: 10/1 BY: _4 /2022 WEST COAST CODE CONSULTANTS, INC. N RESUB STAIR 2 LANDINGS 0 4 8 Oct 17 2022 poor -SCALE 1/4"=V-13^ CITY OF EDMONDS STAIR 1 SECTION STAIR 2 SECTION FIR2022-0096 DEVELOPMENT SERVICES DEPARTMENT FACING SOUTH FACING SOUTH 0 4 8 0 4 8 SCALE 1/4-1'-0" SCALE 1/4"=1'-O" STANDPIPE HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL 60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX ti i i ti i STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 Nicholas James Scott 1 0627-1019-C Level 3 N 1 Smith Fire Systems, Inc. N v 1 SMITHFS1360T 0 C 0 1 1xpires 1 2/31 22 Signature_ _ _ _ _ _ _ _ _ _ _ _ CERTIFICATE OF COMPETENCY STAMP KEY PIAN SMITH FIRE SYSTEMS, INC. 17os 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS7360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL AFF Bon Boo BOJ BOP BOT crs FO IFOW OFOW NAS UNO AB OW FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN of muss cur To sulT CUT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO.SPRIN-S UNLESS NOTED OTHEHH'ISE 12 BOD `� —� O CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE LETTER 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION t t0-70-22 SC PermitlstPlanReview ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 �I— DESIGNER PROJECT MGR DATE SHEET JOB NO. SHANE C. I B. COOK 09-08-2022 3 OF 11 NC22102 TOTAL THIS SHEET 'POINT DRAIN DETAIL ON SHEET 2 N LEVEL P1 0 S 16 SCALE 1/8"=1'-0" FITTER/LISTER NOTES 1. ALL DRY SYSTEM MAINS ARE TO BE SLOPED 1 /4" PER 10 FT. MIN. 2. ALL DRY SYSTEM BRANCHLINES ARE TO BE SLOPED 1/2" PER 10 FT. MIN. 3. ALL HANGERS ARE TO BE TYPE W, UNO. 4. INSTALL BRANCHUNE RESTRAINT PER DETAIL ON SHEET 2. CEILING LEGEND = OPEN TO STRUCTURE + + + + = 12' BATT INSULATION = 6" RIGID INSULATION = HEAT TRACE AND INSULATION BY OTHERS (2) 1"SPLIT RING WITH 3/8x3r—, KWIK BOLT (2" MIN. EMBED) 1" MILWAUKEE BB-SCS02 CONTROL VALVE WITH SUPERVISORY SWITCH WIRED FOR NORMALLY OPEN 5'-0' AFF r -Ilq E (1-4) 1 " x 1 " x 1/2" TEE 1(03) NIPPLE 1" BALL VALVE & PLUG 1" SPLIT RING WITH 3/8 x 3' KWIK BOLT (2" MIN. EMBED) HORIZONTAL SIDEWALL n� WITH HEAD GUARD OKOTM AOBF PVTE\ ELEVATOR PIT ELEVATOR PIT SPRINKLER U 2 4 SCALE 1/2"=1'-0" rr n r) W U D 0 W or 0 O LO Z) Q U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ 2&�., DATE: 10/1 9/202� WEST COAST CODE CONSULTANTS, INC. I9ltaT_4e1W11110111J RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL P1 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #21 DO CHICAGO, IL60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 Nicholas James Scott 1 0627-1019-C Level 3 N N 1 Smith Fire Systems, Inc. N DO v 1 SMITHFS1360T 0 0 0 1 1 xpires 1 2/31 22 Signature_ _ _ _ _ _ _ _ _ _ _ _ CERTIFICATE OF COMPETENCY STAMP ICY PIAN SMITH FIRE SYSTEMS, INC. 77os 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL SPnuisHE" "size` wg �iuio AFF BOB SOD BOJ BOP BOT CTS Fo IFOW ocAS NAS UNO ABOVE FINISHED FLOOR BOTTOM BEAM BOTTOM OF DECK BO OM OF JOIST BOTTOM OF PURUN BOTTOM OF 1RU55 CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL NUTSIDEFACEOFWALL NO AUTO. ACE OF-EHS UNLESS NOTED OTHEHH'ISE 12 BOD —� CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION t 10-10-22 SC Permit tat Plan Review O Qo RELIABLE RA1325 SSU F156 BRASS 5.6K 1/2" 165° 183 $ RELIABLE RA7325 SSU F756 BRASS -- 5.6K 1/2" 2120 19 O RELIABLE RA1425 SSU F1 FR56 BRASS -- 5.6K 1/2" 155° 4 RELIABLE R5714 DRY SSP F30R CHR CHR 5.6K 1" 155° 2 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 < RELIABLE RA7435 HSW F1FR56 BRASS — 5.61K 1/2" 155° 2 O III �I— DESIGNER PROJECT MGR DATE SHEET JOB NO. SHANE C. I B. COOK 1 09-08-2022 1 4 OF 11 1 NC22102 TOTAL THIS SHEET 210 HYDRAULICALLY MOST DEMANDING AREA: WET SYSTEM LEVEL L1 SYSTEM DEMAND AT BASE OF RISER: 218.3 GPM @ 51.0 PSI INCLUDING (0) GPM FOR INSIDE HOSE ALLOWANCE m 2 P 5670 S.5" 14'-4.5"6'-2" 13'-0" 18'-6" 23'-3.5" 9'-5.5" .5'-6' 8'3'-9' 2'-7" 3.5"9'-0' a-8.5" 7. S. 7'-2'95" 10.4. 10'-0" 4'-6" 4. 8'-m dR I N.A.S. PER NFPA 13 (13) N.A.S. PER NFPA 13 (13) N.A.S.PER NFPA 13 (13) N.A.S.PER NFPA 13 13 + + + + + + + 1 SECTION 8.15.7 SECTION 8.15.7 SECTION 8.15.7 ( ) 10 4 + H + + �vz + �1.5- + 1,5 + +k5 ± },5 + - - 1.6 - #'� 1.5 - SECTION 8.15.7 3. �I� 3+ «3 + - DINING C3-1 t)4 6+ 0A 7w ? ++ - ++ + +sirs -9 TOS+ + .. + -+ 1007 4 41 - +1++ + +£I++ + ++S 48 ++++ x+ y 415-7+B06 S1 S CH=11-0 q 4 G 2�"'O'U�a 20 N -_++++ +i +$+++t21+PFE�+11 + + O++ 1 6 u N d d 1.5 15 PS * +#* +1-5 + +#+ ++ +801 1+ O ^116-9 TOS m 1z+-0. -7 s't1 + . - . +ion+ 1-0, - . 11-6 + 11-0++ BlsrRo a" SLAB CH=i2-6 z1 _ + + o 115-7 BCS _ FE Or _ - _ _ - + 1002 ,A ,6 10210 LE m + + + _ + + VEST. + ❑ ' STOP S GE 12-10 CLEAR «- _ +1Sm ;-21 F} _ _ _ _ _ + 1000 a 22 S 1007A 1007 CH=11-0 1.S + 7- e +mow ++ + �w + N + �w+ + + 1 CH=90 , C + + �+ 1 O 3 CH=9-6 q CH=9-6 8-0 + + + 1.5* 1.5 h k6 + )'S+ + + I� + - F j 9-0 GREAT ROOM 0 + �i . 6-, .1-6. 1116 +12� 1001 = ='n _ _ _ _ _ _ _ _ _ _ _ tC.H B ERA E ) ( LL z ++2-4+CLEAR+ + _ 1 dS4 0 101 N CH=11-0 ao 11�6+BOt m o ,D FAMILY ROOM w + + + +x o 20F}? - - + + x + + oxr 0-0 rri m + + Q+ - - + + - - - RECEPTION m� S70 CH= 1-0 CH 9-01008 w 1 5 1.5 + 1.5 1 +1 5+ + 1 6 1 5 1 +[0-704- +gp+++g - 1 7i11+ 9-0+ +3 6+ + 5 6 9 0 +9'D+ + + + n + ItI 4 +6'THICK£Nf=D +` ++ MAIL . s1 tie 2011 + + m ss ss i 003ol + u7«+ o s 9 .5 m2.5 2.516 �D 2.5 2.5 2.5 2.5 2. ) .5 ( ° 2.5 11 + + '+201- + + +9 + + +9 + - m 11 9-0 12 110 13 3-6 10-6 10-0 m 3-6 6-6 10-0 7- - N 1- 3-10 2�- .. + + + ++++ +++ + + N 3 1 ELEV. 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TE$iY O+ �I�I + - - - - - q ^1. 1. 1.5 ++ Y+ + I . m 23 3 CORRIDOR 2 15 5 + m+ + r�-20F} - - - - - - O EX IR. 1016 TRASH 14H 801 80(?4H RASH + + T-+ ++� + - - I - + - - ++r++ m- 1025 _ CH=g- 1015-CCF-L-ON + win + + +1. +1..5 + - 1.5+ ++1.5- +1.5+ +1.5++ +.6 - - + - - - - - 1030 O� E + CH-9-0 E P YE + + + +++ + - O -0 + 8-0+ +1_ + 7ry1+ g{)+ +3-6' +5-B f)-0* 9 ADMIN L UN E IDF 1 ID1115 D708 1 + D701 1 m qq + C = CH 9- 1 17 +7 J +++ ++ 1024 �16 #6H 1,++ + 16++-�+- + 15H- m .. d+ + BO BOI + uy w + "1 ..+19N + + tfo $Iq + + BED +BOI . + + e' ++ + + + 1B +g + + + + 6 +.' 'p'i�� ++ +++ +++ D1091 +D102 +w� s s +1.s i.Sm °#. h.g* # +1. 17r1++ ++17F1+++ 170 �J o1 ++ - + - - - ++++ +++ 1 +++ 1xo w A a x _o - s1+ +2_7�+ #10++ k+ + 9D eoD+ eQ1+ m+ bql+lr. +m + ++ +++ �+ - - +lo + - + - 3 3^ x +1 + Yz'+ ++ ++ W 17H++ 17H. .16ti + + 16HI-mi + + m+ + + + + + t�D+1-4-7�) + _ 5 m + ++-+-�I+«� Y D110 1 D103 + 1 + ++ + + +I--F� + + + O-+ + ++++ +++++++ + +++ + + - + - - - + -ol + a+ + ++x + ++x + +++x + ++ri _ ++++ a +++ + ++ g + o,+o + +. + +711117 STAIR 1 _ 19Fho�l + + + °,s' + + °,4 + + + 18H+ + + 1SH + + 18k1 + + b+1 + N f 7-0 STA - 2 + +.t+ + 1.t+ .6'+ +#.`�+ + 1. + +�k5+ +$++ a - ++ a++ a++ - + D d. ++ x+ 17N "> 6 HEAT TRACER INSULATION BY OTHERS J ++3++ - m$- 1+ + + + )_7-0+ + �-� + + 5-� + +9-� ++1+ + me+ + + + 3 m + r + + + `0 �3++ + 3++ In �o + 3+ +,n cL 18H r+ 18fi cL D1'18 _ 0111 N }7 3 ,rl �p vi W 3 <o�P oh + 3 + +3++ + +3 + + + _ +3+ +3 ++3+ 3 ++1 _ - .IxN 1� b+ w+ 7-01 mP105 -p +�+ + 6, y - + + w++ + �+++++ + IZ-8«++ - 1 �+T9H+++ ++++ _6 1 Q++ - ++"+ ++ �7-9. 13-9. - + h9H 13 1 119Ft +18 1 -Q ++PA 03 �3-6r 7«- P702 + +# P1011 0 -63 8-6. +.12-Q+ m1 h8H+ +\ +r �� +20H+ oLL w+2+Ft+ �. '+ OFi++ 1 rr - _ N 118H' _ u1s�++"' tD �6 11 + + - u1s - 41s u>'1-6 in+ 7H+� F1 n'1 $ li+ +"2pH¢ - - - +wN + _ +17H+ + - - - qr+ - -°"+ lw +d 1 +T• F° + + + _ _ _ + _ + + _ _ + _ _ _ + - +Dq 20 DH4f +D1E)7f - - - + + + ++ + Ld 1#911++++*+* «6 S� +u * * ut u4 * e � °'*18F#+ '?#811*+++*+ +1'8H' _. - «6 '°#811++ «6 - '°hBH + +++++++++++1-. n q + + + m+++ +19H -g++ ++ - g1 +r * o+ + g19H+ d - b + + + + +++ +++ + 1 +++ +++ + ++++++++ + �y + +++ + °y++++++++� + I+ b16H* b 'F?+15H* +g�1 + 1 o m �19F1++ ��9H 18H1 T + +� 16H+� !* - +14i EL 94' 9" Qr+ + ++#6++0+ ++ «A+ +�+++++++++ «A +++ +++ +++ «A+ + + m+ ,�1gH+ STAB+++++ �A+ - L4"+S 115t7+ �+ ++ ++ + + + + + + + 1 + + -y BOS + D1E16 1 94 {FF +1 _ - - - . + - 1� - + « 13-4 EAR + + ++ + +++ + +18H++ ++18Ft 17H++ +117H+ + + + + _ 17H+ 1 +D719++-a _ 17H+ 20-+O+C 6AR+ - - - .b 1 ++ 1 20-® B01 + . b1 + ++ + o +1+2+9 ON d+ ++'ri +#' oI ++'ri '+ d+ Y' o + ++'ri d+ w +o++ d---�+16+ + d ++N + T+ - t am f + _d + + z+++ 8 - -6+ - - - + 1 f �T71+ 1 118 * BH 1 ++ h9 9*+ *+*+* +1-+-=v)+-pw+ «18H * 1 ' 8++ 1+ +8 17H+ + + + + -XF+ + 1 +7 + * U'`/15W + + 1 15H BOD +B01 DB - - D1E)5 - GENERATOR+ - - - - ++ 1 B *BOB 6 ECHANICAL 9032 - - - ++BP�+�� + IBOI. +16H+ +DM2 1031. - - - - - - L 17H 7H 16H - 6 �A HYDRAULICALLY MOST DEMANDING ARE : DRY SYSTEM LEVEL L1 SYSTEM DEMAND AT BASE OF RISER: 3 .3 GPM Q 66.2 PSI 0 0 0 0 O 0 0 INCLUDING (0) GPM FOR INSIDE HOSE A LOWANCE DM- 4'-11" 12.0: 2'-0" 124" 4'-0" 8'-6" 0'-0" 11'-0" 9'45" 11'f" 11'-9" 9'1.5" 12'-0" 5'-7- 5'-5' 12'-0" U-11" 12-0" 5'-10.5" 2'-6" N LEVEL 1 0 8 16 SCALE 1/8-V-0" FITTER/LISTER NOTES 1. ALL DRY SYSTEM MAINS ARE TO BE SLOPED 1 /4" PER 10 FT. MIN. 2. ALL DRY SYSTEM BRANCHLINES ARE TO BE SLOPED 1/2" PER 10 FT. MIN. 3. ALL MAIN HANGERS ARE TO BE'8H', UNO. 4. ALL BRANCHLINE HANGERS ARE TO BE'9H', UNO. 5. INSTALL BRANCHLINE RESTRAINT PER DETAIL ON SHEET 2. 6. ADA VAN CLEARANCE IS 8'-2". CEILING LEGEND = OPEN TO STRUCTURE + + + + + = 12" BATT INSULATION = GWB PER PLAN = HEAT TRACE AND INSULATION BY OTHERS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SYM MANUFACTURER S.I.N. TYPE MODEL SPni"Is `" s1:E �g 1Mi1X0 m AlF Bob VE ABOFINISHED FLOOR BorroM of BEAM 12 CENTERLINE OF PIPE TO REFERENCED NO. DATE BY REASON FOR REVISION BOO BOTTOM OF DECK STRUCTURE IN INCHES 1 10-10-22 SC Permit 1st Plan Review CADB CATALYST CONSTRUCTION O Qo RELIABLE RA1325 SSU F156 BRASS -- 5.6K 1/2" 165° 148 BOJ BO OM OF JOIST BOD $ RELIABLE RA7325 SSU F156 BRASS -- 5.6K 1/2" 212° 6 OP BDOT BOTTOM OF PURUN BOTTOM OF 1RU55 2-WAY EARTHQUAKE SWAY BRACE RELIABLE RA1414 SSU FlFR56 BRASS -- 5.6K 1/2" 155° 6 c s Fo cuL TO SUIT FIELD ORDER LETTER INDICATES TYPE 130 E RANDOLPH ST, #21 00 RELIABLE RA7414 REC SSP FFR56 WHT WHT 5.6K 1/2" 155° 82 IFow INSIDE FACE OF WALL 4-WAY EARTHQUAKE SWAY BRACE RELIABLE R5734 DHSW F301356 CHR CHR 5.6K 1" TE 2 OFOW OUTSIDE FACE OF WALL LETTER INDICATES TYPE CHICAGO, IL 60601 RELIABLE R5714 DRY SSP F30R I CHR CHR 5.6K 1 1" 155° 3 NAS uNO NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE HANGER LOCATION PROJECT MANAGER: MIKE PARKER ELEVATION ABOVE REFERENCED PHONE: 312-767-2531 POINT IN FEET AND INCHES FAX: O HYDRAULIC CALCULATION NODE SUPERINTENDENT: FLEXIBLE COUPLING PHONE: FAX TOTALTHIS SHEET 247 RIGID COUPLING Z) U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ 2&�-, DATE: 10/1 9/202� WEST COAST CODE CONSULTANTS, INC. I a 1 101111111:I1 RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 1 WASHISTATE SMITH FIRE SYSTEMS, INC. CERTIFICATEE OF C COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS S 11os Bath AVE EAST TACOMA, WA 98424 Nicholas James Scott CONTR. REG. NO. SMITHFS1360T 0627-1019-C Level 3 Bus: (253) 926 -1880 FAX: (253) 926 - 2350 ANTHOLOGY OF EDMONDS Smith Fire Systems, Inc. � m SMITHFS1360T C 00 AVE W EDMONDSNDS,,21200 EDMONDS, WA 98026 Signature n%YJ DESIGNER I PROJECT MGR j DATE I SHEET JOB NO. � 11 CERTIFICATE OF COMPETENCY STAMP KEY PIAN SHANE C. I B. COOK 1 09-08-2022 1 5 OF 11 1 NC22102 12'-5.5" 1 14'-4.5" 1 6'-2" 1 13.-0..1 18'-6' 1 23'-3.5" 1 28'E" 1 27-3.5' 139 1 9-5.5 1 A HYDRAULICALLY MOST DEMANDING AREA: WET SYSTEM LEVEL L2 o C SYSTEM DEMAND AT BASE OF RISER: 141.5 GPM Q 47.0 PSI - IL 1y7L 1 216 _ _ 212 __ - __-__- _ -lam - IL-81 __ _ 20 INCLUDING (0) GPM FOR INSIDE HOSE ALLOWANCE B I - _O_ __ __ _ __ = I I I I I I I I I I I 1 __ __ __ __ __ __ _ __ __-__fir _ -- -- _ __ 7Li.3 rrh 9 $ 4 1 I I I N V1 I I I __ __ _- _ - __ - - - - __ ___ _ - 17 85 1 AFF 112-11 I 1 BOD III II g7I I 1 0 C 22I0 219 CORRIDOR 2100 4x WOOD DECKING 217 -------_-_ 5 5 5 1.5 u> I 4. - ToLi E '1111-B IIIIIII 5 IIIIIII 2 n I _ __ ----- _ -- �❑ III III I I I I IIIII 11 - - �O- -- --- -7 - -IIIIIIIIIIIIIIIIIII - �I11 IIIIIIIII IIIII _ IIIIIII "IIIIIII IIIIIIIII IIIII -- 1- - -- -- - - - 5 5 2 I I I I I I I I IELE� 2003 L S P Al IHLEN. 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ALL HANGERS ARE TO BE'13H', UNO. BY: DATE:10/19/202 2. STEEL PIPE IS NOTED AS: SIZE PER PLAN CPVC PIPE IS NO AS: SIZE PER PLAN _ LENGTH PER PLAN WEST COAST CODE CONSULTANTS, INC. ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: 1. ALL PIPE TO BE 1" CPVC U.N.O. 2. ALL DROPS TO BE 1" CPVC W/ 1" x 1/2" CPVC REDUCER U.N.O. 3. HANGERS FOR CPVC PIPING NOT SHOWN ON PLAN. HANGERS REQUIRED WITHIN F I R2022-0096 6" OF THE SPRINKLER HEAD. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS: 3/4" CPVC 6-0" O/C. 1" CPVC 6-0" O/C. 1 1/4" CPVC 6'-6" O/C. 1 1/2. CPVC 7'-0" O/C. 2" CPVC 8'-0" O/C. R ES U B 4. RELIABLE MODEL F1 RES 49 SPRINKLERS SHALL NOT BE SPACED MORE THAN .I Oct 17 2022 18 FEET BETWEEN SPRINKLERS OR 9 FEET FROM A WALL 5. RELIABLE RFC49 SPRINKLERS SHALL COVER NO MORE THAN 170 SQ. FT. CITY OF EDMONDS 6. SPRINKLERS SHALL NOT BE SPACED LESS THAN 8 FEET BETWEEN SPRINKLERS. DEVELOPMENT SERVICES 7. SEE SHEET 2 FOR TYPICAL CPVC DETAILS DEPARTMENT LEVEL 2 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 Nicholas James Scott 1 0627-1019-C Level 3 Ell CD 1 Smith Fire Systems, Inc. CD N o 4 1 SMITHFS1360T 0 0 1 1xpires 1 2/31 22 Signature_ _ _ _ _ _ _ _ _ _ _ _ CERTIFICATE OF COMPETENCY STAMP PIAN SMITH FIRE SYSTEMS, INC. 17os 54th AVE EAST 8424 TACOMA, WA 9ITHF CONTR. REG. NO. SMITHFS7360T Bus: (253) 926 -1880 FAX: (253 ) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL SPnuISHE" "size` wg amino Y01R AFF Bob eoD sOJ BOP no' CTS FO IFOW OFOW NAS LINO AB OW FINISHEDROOR BonoMOFBEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF muss CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OFWALL NO AUTO, SPRINNI.ERS UNLESS NOTED OTHERWISE 12 BOD '-' -` O CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION t t0-10-22 SC PermitlstPlanReview $ RELIABLE RA4454 SSU KFR-CCS BRASS -- 5.6K 1/2" 212° 33 RELIABLE R3516 RES SSP F1 RES 49 WHT WHT 4.9K 1/2" 155° 217 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 RELIABLE R3516 RES SSP F1RES 49 WHT WHT 4.9K 1/2" 175' 26 RELIABLE RA1414 REC SSP FlFR56 WHT WHT 5.6K 1 1/2" 155' 11 RELIABLE R5734 DHSW F3QR56 CHR CHR 5.6K 1" 155° 5 �I- DESIGNER PROJECT MGR 1 DATE I SHEET I JOB NO. SHANE C. I B. COOK 1 09-06-2022 1 6 OF 11 1 NC22102 TOTAL THIS SHEET 292 1 2 3 4 5 6 7 p p 10 11 12 18' 6" 23'�.5" 28'-6" 27'3.5" 13' 9" 9'-5.5" 23'_7"t t RELIABLE RELIABLE RELIABLE LEVEL 3 N 0 6 16 SCALE 1 /8- V-0" FITTER/LISTER NOTES ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: 1. ALL PIPE TO BE 1" CPVC U.N.O. 2. ALL DROPS TO BE 1" CPVC W/ 1 " x 1/2" CPVC REDUCER U.N.O. 3. HANGERS FOR CPVC PIPING NOT SHOWN ON PLAN. HANGERS REQUIRED WITHIN 6" OF THE SPRINKLER HEAD. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS: 3/4" CPVC 6-0" O/C. 1" CPVC 6-0" O/C. 1 1/4" CPVC 6-6" O/C. 1 1/2" CPVC T-0" O/C. 2" CPVC 8'-0" O/C. 4. RELIABLE MODEL F1 RES 49 SPRINKLERS SHALL NOT BE SPACED MORE THAN 18 FEET BETWEEN SPRINKLERS OR 9 FEET FROM A WALL 5. RELIABLE RFC49 SPRINKLERS SHALL COVER NO MORE THAN 170 SQ. FT. 6. SPRINKLERS SHALL NOT BE SPACED LESS THAN 8 FEET BETWEEN SPRINKLERS. 7. SEE SHEET 2 FOR TYPICAL CPVC DETAILS ABBREVIATIONS SYMBOL LEGEND e y"g m�ixo ueHr AFF Bob Boo BOJ BOP BOT CTS Fo IFOW OFOW NA S UNO ABOVE FINISHED FLOOR BOTTOM of BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO, SPRIN-S UNLESS NOTED OTHERWISE 12 BOD '-' —� CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING C 1/2" 212" 33 C 1/2" 155" 217 C 1/2" 175° 26 < 1/2" 155° 11 C 1" 155" 5 O TOTALTHIS SHEET 292 83i REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL 60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX: WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 0627-1019-C Level C4 Smith Fire Systems, Inc. N SMITHFS1360T DO nr n O 0 Signature CERTIFICATE OF COMPETENCY STAMP C/ Z IS r) w CU 0 w or 0 O LO Z O Z) Q U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ 2&�-, DATE:10/19/202 WEST COAST CODE CONSULTANTS, INC I91taT_4e1_t 1111l0111J RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 3 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 DESIGNER PROJECT MGR DATE I SHEET I JOB NO. KEY PI -AN SHANE C. B. COOK 09-08-2022 1 7 OF 11 1 NC22102 f\ Y T1 W p1 G 12'-5.5" J 14'-4.5" � 6'-2" o 13'-0" o I S 6" i 23-3.5 o 28'f>" y 273.5 Iv 13'-9" II 9'-5" ■ff■ III I r �I IR %►, I_ I I I■ � �� ir�� �1�I I I■11 — �' Ron ! ® 11 11 11 123 •� I. --- RI �i i � • !I�mel= �1I" i.�■i �er+� ■■ II �� - I■I ICI \y ; �r� EMN imI 31 ---fL- I.I■III 1110- 53% III I�— I--vI I ui, h11® 1.5 1.5 1.5 1 I��JI11W RE-00 1 NEEMEMEN ■ �IIII I ■ I: 1 ■ I 1 I�u�al L 11•,Iffl,ro I COURTYARD BELOW OPEN TO ATMOSPHERE M �i � II�.�■II"� �II� III■�■III�� �II� Ilal■�1 I� 111 I fell � ■ 1 r� I ■Ll!� 1� � LLir.f I I I I fITR1 ® I ,��QI I ICI N LEVEL 4 0 8 16 SCALE 1/8-1'-0" FITTER/LISTER NOTES ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: 1. ALL PIPE TO BE 1" CPVC U.N.O. 2. ALL DROPS TO BE 1" CPVC W/ 1 " x 1/2" CPVC REDUCER U.N.O. 3. HANGERS FOR CPVC PIPING NOT SHOWN ON PLAN. HANGERS REQUIRED WITHIN 6" OF THE SPRINKLER HEAD. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS: 3/4" CPVC 6-0" O/C. 1" CPVC 6-0" O/C. 1 1/4" CPVC 6-6" O/C. 1 1/2" CPVC 7'-0" O/C. 2" CPVC 8'-0" O/C. 4. RELIABLE MODEL F1 RES 49 SPRINKLERS SHALL NOT BE SPACED MORE THAN 18 FEET BETWEEN SPRINKLERS OR 9 FEET FROM A WALL 5. RELIABLE RFC49 SPRINKLERS SHALL COVER NO MORE THAN 170 SQ. FT. 6. SPRINKLERS SHALL NOT BE SPACED LESS THAN 8 FEET BETWEEN SPRINKLERS. 7. SEE SHEET 2 FOR TYPICAL CPVC DETAILS IIIIII IIIIIIII ILJ I I� Iml II �i IL -AN PE is I I I fI 1 11 1403 11 1 1 I� �If�ll � 11� � Il�iili �ill� � Did IL-B6 .A.S / YEI�J 1_ I -- I;rre��,•w I Q 1.5 I h IIII I'�ii�■I1� �I•I� II�■1 � flllll -�I II I_ � �E T�■�I I I�'g � TrI r� I I I I II Ion II HYDRAULICALLY MOST DEMANDING AREA: WET SYSTEM LEVEL L4 SYSTEM DEMAND AT BASE OF RISER: 141.5 GPM @ 47.0 PSI VJ z w CU W M 0 O LO z O Z) U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ DATE:10/19/202 WEST COAST CODE CONSULTANTS, INC. 191 M1111:I1 RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 4 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX t■ t■ t■ t■ t■ WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 Nicholas James Scott 0627-1019-C Level 3 1 N CD 1 Smith Fire Systems, Inc. CD N o 1 SMITHFS1360T 0 0 1 1xpires 1 2/31 22 S ignature_ _ _ _ _ _ _ _ _ _ _ _ CERTIFICATE OF COMPETENCY STAMP IU=Y PIAN SMITH FIRE SYSTEMS, INC. AVE EAST TACOMA, WA 98424 ACA, CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL SPnuisHE"111111N "size` wg DTI. Y01R AlF Bob Boo BOJ BOP eoT CTS FO IFOW ocAS NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BE- BO OM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRuBE CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDEFACE OFWALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD '-' O ' CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4WTE EARTHQUAKE SWAY BRACE LETTER INDICATES HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION t 1070-22 SC Permit 1st Plan Review El RELIABLE RA4454 SSU KFR-CCS BRASS -- 5.6K 1/2" 212° 33 RELIABLE R3516 RES SSP F1 RES 49 WHT WHT 4.9K 1/2" 1550 217 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 RELIABLE R3516 RES SSP F1RES 49 WHT WHT 4.9K 1/2" 175° 26 ■ RELIABLE RA1414 REC SSP FlFR56 WHT WHT 5.6K 1/2" 155° 11 RELIABLE R5734 DHSW F3QR56 CHR CHR 5.6K 1" 1550 5 �I— DESIGNER PROJECT MGR DATE SHEET JOB NO. SHANE C. I B. COOK 1 09-06-2022 1 8 OF 11 1 NC22102 TOTAL THIS SHEET 292 1 q 3 4 5 p q 8 p 10 11 12 12'-5.5" 14'-4.5" 6'-2" 13'-0" 18'_6" 23-3.5" 28'-6" 27'-3.5" 13'.' t t t RELIABLE RELIABLE RELIABLE TOTALTHIS LEVEL 5 N 0 8 16 SCALE 1/8-1'-0" FITTER/LISTER NOTES ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: 1. ALL PIPE TO BE 1" CPVC U.N.O. 2. ALL DROPS TO BE 1" CPVC W/ 1" x 1 /2" CPVC REDUCER U.N.O. 3. HANGERS FOR CPVC PIPING NOT SHOWN ON PLAN. HANGERS REQUIRED WITHIN 6" OF THE SPRINKLER HEAD. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS: 3/4" CPVC 6-0" O/C. 1" CPVC 6-0" O/C. 1 1/4" CPVC 6-6" O/C. 1 1/2" CPVC T-0" O/C. 2" CPVC 8'-0" O/C. 4. RELIABLE MODEL F1 RES 49 SPRINKLERS SHALL NOT BE SPACED MORE THAN 18 FEET BETWEEN SPRINKLERS OR 9 FEET FROM A WALL 5. RELIABLE RFC49 SPRINKLERS SHALL COVER NO MORE THAN 170 SQ. FT. 6. SPRINKLERS SHALL NOT BE SPACED LESS THAN 8 FEET BETWEEN SPRINKLERS. 7. SEE SHEET 2 FOR TYPICAL CPVC DETAILS ABBREVIATIONS SYMBOL LEGEND AFF eoe ABOVE FINISHED FLOOR BOTTOM of BEAM 12 CENTERLINE OF PIPE TO REFERENCED SOD BOJ BOTTOM OF DECK BOTTOM OF JOIST BOD STRUCTURE IN INCHES BOP BOTTOM OFPURUN 2-WAY EARTHQUAKE SWAY BRACE SOT crs BOTTOM OF TRUSS RUSS cur To sulT LETTER INDICATES TYPE Fo IFOW FIELD ORDER INSIDE FACE OF WALL 4-WAY EARTHQUAKE SWAY BRACE OFOW OUTSIDE FACE OF WALL LETTER INDICATES TYPE NAS NO AUTO, SPRINq-EHS UNO UNLESS NOTED OTHERWISE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES O HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING 83i REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL 60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX: WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 0627-1019-C Level C4 Smith Fire Systems, Inc. N SMITHFS1360T DO m n O 0 Signature CERTIFICATE OF COMPETENCY STAMP C/ Z IS r) w CU 0 w or 0 O LO Z O Z) Q U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ 2&�-' DATE:10/19/202 WEST COAST CODE CONSULTANTS, INC 191taT_4e1S4e11111�J RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 DESIGNER PROJECT MGR DATE I SHEET I JOB NO. KEYPIAN SHANE C. B. COOK 09-08-2022 1 9 OF 11 1 NC22102 ON n2 n3 n 4 }n5 n6 n7 w 12 12'-5.5" 14'-4.5" 6'-2"-7 7 13'-0" 18'£, 23'-3.5" 28'f>' 27-3.5' 13'-9" 9'-5.5" 23'-T HYDRAULICALLY MOST DEMANDING AREA: SYSTEM DEMAND AT BASE OF RISER: 186.0 INCLUDING (0) GPM FOR INSIDE HOSE ALLO ET SYSTEM LEVEL L6 PM @ 40.9 PSI ANCE TO SPRINKLERS FROM SUPPLY (2) 1" SCH 40 TOE (2) 1"THRD (2) 1"SCH 40 (0-4) COUPLINGS THRD X GRV / (2) 1"GROOVED COUPLINGS f�/ 1"SCH 40 (0-6.5) 1" SCH 40(0-4) THRD X GRV - THRD X GRV 1" MILWAUKEE BB-SCS02 1"SCH 40 (0-4) CONTROL VALVE WITH 5'-0" SUPERVISORY SWITCH WIRED FOR NORMALLY OPEN AFF 1/2" DRAIN VALVE DETAIL A N LEVEL 6 0 8 16 SCALE 1/8"=1'-d' FITTER/LISTER NOTES ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: 1. ALL PIPE TO BE 1" CPVC U.N.O. 2. ALL DROPS TO BE 1" CPVC W/ 1" x 1/2" CPVC REDUCER U.N.O. 3. HANGERS FOR CPVC PIPING NOT SHOWN ON PLAN. HANGERS REQUIRED WITHIN 6" OF THE SPRINKLER HEAD. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS: 3/4" CPVC 6-0" O/C. 1" CPVC 6-0" O/C. 1 1/4" CPVC 6-6" O/C. 1 1/2" CPVC T-0" O/C. 2" CPVC 8'-0" O/C. 4. RELIABLE MODEL F1 RES 49 SPRINKLERS SHALL NOT BE SPACED MORE THAN 18 FEET BETWEEN SPRINKLERS OR 9 FEET FROM A WALL 5. RELIABLE RFC49 SPRINKLERS SHALL COVER NO MORE THAN 170 SQ. FT. 6. SPRINKLERS SHALL NOT BE SPACED LESS THAN 8 FEET BETWEEN SPRINKLERS. 7. SEE SHEET 2 FOR TYPICAL CPVC DETAILS 8. ALL HANGERS TO BY TYPE 'SS', UNO. 9. RELIABLE KFR-CCS SPRINKLERS SHALL NOT BE SPACED MORE THAN 14 FEET BETWEEN SPRINKLERS. S r) w CU 0 w or 0 O LO Z O Z) Q U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ 2&�-' DATE:10/19/202 WEST COAST CODE CONSULTANTS, INC I9l�T_4elW111l01leJ RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 6 HANGER LEGEND SPRINKLER LEGEND I ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE: FAX r 111 WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 Nicholas James Scott 0627-1019-C Level 3 1 N N 1 Smith Fire Systems, Inc. N Cb 1 SMITHFS1360T 0 0 1 1 xpires 1 2/31 22 Signature_ _ _ _ _ _ _ _ _ _ _ _ CERTIFICATE OFCOMPETENCY STAMP 1a=YPIAN SMITH FIRE SYSTEMS, INC. 11os 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL SPnuisHE" "size` wg DTI. AlF DOD Boo BOJ DOP DOT CTS FO IFOW ocAS NAS UNO ABOVE FINISHED FLOOR DonOMOFDEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO OF FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OFWALL NO AUTO. SPHINq-ERS UNLESS NOTED OTHERWISE 12 BOD '-' —� O CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION 1 10-10-22 SC Permit 1st Plan Review El RELIABLE RA4454 SSU KFR-CCS BRASS -- 5.6K 1/2" 212° 154 1� RELIABLE R3516 RES SSP F1 RES 49 WHT WHT 4.9K 1/2" 1550 188 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 RELIABLE R3516 RES SSP F1RES 49 WHT WHT 4.9K 1/2" 175° 23 RELIABLE RA1414 REC SSP FlFR56 WHT WHT 5.6K 1/2" 155° 32 RELIABLE R5734 DHSW F3QR56 CHR CHR 5.6K 1" 1550 4 �I— DESIGNER PROJECT MGR DATE SHEET JOB NO. SHANE C. B. COOK 1 09-06-2022 1 10 OF 11 1 NC22102 TOTALTHISSHEET 401 1 1 2 3 4 5 6 7 8 9 10 11 12 N LEVEL ROOF 0 8 16 SCALE 1/8"=1'-d' C/ Z rr I r) w CU 0 w or 0 O LO Z) Q U PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ❑ STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 12TATF nP I nCAL REGULATIONS. BY: _ 2&�-' DATE:10/19/202 WEST COAST CODE CONSULTANTS, INC 191 W1I110111 RESUB Oct 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL ROOF HANGER LEGEND SPRINKLER LEGEND I ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH CADB CATALYST CONSTRUCTION 130 E RANDOLPH ST, #2100 CHICAGO, IL60601 PROJECT MANAGER: MIKE PARKER PHONE: 312-767-2531 FAX: SUPERINTENDENT: PHONE : FAX WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 Nicholas James Scott 0627-1019-C Level 3 I N N 1 Smith Fire Systems, Inc. N CID °1 1 SMITHFS1360T 0 0 1 1xpires 1 2/31 22 Signature_ _ _ _ _ _ _ _ _ _ _ _ CERTIFICATE OF COMPETENCY STAMP ICY PIAN SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: (253) 926 - 2350 SYM MANUFACTURER S.I.N. TYPE MODEL SPnuisHEa111111N size` wg DTI. AlF Bob BOD sOJ BOP eoT CTS FO IFOW ocAS NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTBIDEFACEOFWALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD '-' O CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4WTE EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION 1 10-10-22 SC Permit 1st Plan Review El RELIABLE RA4454 SSU KFR-CCS BRASS -- 5.6K 1/2" 212° 154 1� RELIABLE R3516 RES SSP F1 RES 49 WHT WHT 4.9K 1/2" 1550 188 ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 RELIABLE R3516 RES SSP F1RES 49 WHT WHT 4.9K 1/2" 175° 23 RELIABLE RA1414 REC SSP FlFR56 WHT WHT 5.6K 1/2" 155° 32 RELIABLE R5734 DHSW F3QR56 CHR CHR 5.6K 1" 1550 4 �I— DESIGNER PROJECT MGR DATE SHEET JOB NO. SHANE C. I B. COOK 1 09-08-2022 1 11 OF 11 1 NC22102 TOTAL THIS SHEET 401