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APPROVED FIR2021-0070+Fire_Sprinkler_Plan+8.23.2021_10.33.12_AM+2370116234TH ST SW _-_---__------- Q/ Q w WATER SUPPLY INFORMATION STATIC PRESSURE: 72.48 PSI RESIDUAL PRESSURE: 5.12 PSI FLOW: 3000 TEST ELEVATION: 405FT. ABOVE SEA LEVEL TEST LOCATION: AT SITE TEST DATE: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER SCOPE OF WORK / / a / / / / / / / a / .z'/ / / / / / / / / / SITE PLAN 10 20 30 40 SCALE V = 20' UNDERGROUND NOTES: Approved by Fire 08/26/2021 AFM FCFGttrl'el� INSTALLING CONTRACTOR TO INSTALL DEDICATED 6" FIRE All correction were addresses and highlighted. SERVICE MAIN FROM AN 8" EXISTING MAIN TO TERMINATE AS FLANGE CONNECTION AT 6" ABOVE THE FINISHED FLOOR Approved, subject to field inspections LOCATED PER THE FLANGE LOCATION DETAIL. ALL Knox box requirements must be addressed prior to UNDERGROUND TO BE INSTALLED PER NFPA #24, 2013 ED. & THE CITY OF EDMONDS. final SITE PLAN SYMBOLS - - - - - NEW UNDERGROUND (BY OTHERS) EXISTING UNDERGROUND NEW DCDA IN VAULT (BY OTHERS) NEW CHECK VALVE (BY OTHERS) NEW HYDRANT (BY OTHERS) EXISTING HYDRANT z NEW VALVE (BY OTHERS) g EXISTING VALVE 0--D NEW 4" STORZ YARD FDC (BY OTHERS) ROOF STRUCTURE: • TPO ROOF MEMBRANE OVER PROTECTION BOARD • TAPERED R39 RIGID INSULATION • VAPOR BARRIER ON %' T & G SHEATHING • 11's TJI FRAMING AT NOMINAL 24"SPACING (VARIES). • 3YJ' INSULATION IN CAVITY • Yz" RESILIENT CHANNEL WITH (2) LAYERS OF %" GWB. TYPICAL FLOOR FRAMING: • 1 " GYPSUM CONCRETE ON 2%,'" SHEATHING • 3 Yz' FIBERGLASS SOUND INSULATION • 11 %" TJI @ 16" O.C. • Y" RESILIENT CHANNEL • (2) LAYERS OF %" GWB TYPICAL CORRIDOR FRAMING: • 1 " GYPSUM CONCRETE ON %2" SHEATHING • 54. 5Y4' PSL BEAMS @ 8'-0' O.C. WITH 11 TJI @ 19.2"INFILL. • (2) LAYERS OF %" GWB • SUSPENDED CEILING WITH s%' GWB 12' PT SLAB TYPICAL IN PARKING GARAGE @ P2 LEVEL 8' PT SLAB TYPICAL IN PARKING MEZZANINE GARAGE @ P2 LEVEL 4" SLAB ON GRADE C5 X2 C6 X3 LEVEL RC 482' - 9" UNIT D7 701 LEVEL R5 472' - 9" UNIT D7 601 LEVEL R4 462' - 9" LEVEL R3 452' - 9" UNIT D7 501 UNIT D7 401 UNIT D7 301 LOBBY 101 PARTIAL BUILDING SECTION FP1 FACING NORTHWEST P FLANGE LOCATION PLAN o z a SCALE 1/2'=1'-0" LEVEL R2 442' - 9" LEVEL R1 aa2' - s" LEVEL P2 421' - 3" AVG GRADE 417'-9 1/4" LEVEL P7 WET SYSTEM LEVEL P1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS LOBBY 2,336 18 EXERCISE ROOM 2,236 27 TOTAL 4,572 45 HYDRAULIC CALCULATION DATA LOBBY/ EXERCISE ROOMS: DESIGN DENSITY: 0.10 GPM PER SO. FF. OVER 900 SQUARE FEET DEMAND AT BASE OF RISER: 159.6 GPM @ 30.7 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 259.E GPM @ 38.8 PSI (100 GPM TOTAL ALLOWANCE) DRY SYSTEM LEVEL P1 PARKING AREA AREA NUMBER OF DESCRIPTION SO. FOOTAGE SPRINKLERS GARAGE 40,563 396 HYDRAULIC CALCULATION DATA DESIGN DENSITY: 0.15 GPM PER SD. FT. OVER 1,950 SQUARE FEET DEMAND AT BASE OF RISER: 360.5 GPM @ 49 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 610.6 GPM @ 58.2 PSI (250 GPM TOTAL ALLOWANCE) LEVEL P1 DRY SYSTEM CAPACITY: 858.73 GAL. WET SYSTEM LEVEL P2 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL LOBBY/LEASING 1,744 22 HYDRAULIC CALCULATION DATA RESIDENTIAL: DESIGN DENSITY: 0.10 GPM OVER 1,500 SO. FT. DEMAND AT BASE OF RISER: 266.7 GPM @ 55.3 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 366.7 GPM @ 63.7 PSI (100 GPM TOTAL ALLOWANCE) DRY SYSTEM LEVEL P2 PARKING AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS GARAGE 43,610 454 HYDRAULIC CALCULATION DATA DESIGN DENSITY: 0.15 GPM PER SO. Fi. OVER 1,950 SQUARE FEET DEMAND AT BASE OF RISER: 398.6 GPM @ 50.5 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 648.7 GPM @ 59.8 PSI (250 GPM TOTAL ALLOWANCE) LEVEL 2 DRY SYSTEM CAPACITY: 991.58 GAL. WET SYSTEM LEVEL R1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL 30,112 361 HYDRAULIC CALCULATION DATA RESIDENTIAL: DESIGN DENSITY: 0.10 GPM PER SQ. FT. OVER 8 SPRINKLERS DEMAND AT BASE OF RISER: 107.8 GPM @ 31.7 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 207.8 GPM @ 50.4 PSI (100 GPM TOTAL ALLOWANCE) WET SYSTEM LEVEL R2 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL 30,112 359 HYDRAULIC CALCULATION DATA RESIDENTIAL: DESIGN DENSITY: 0.10 GPM PER SD. FT. OVER 8 SPRINKLERS DEMAND AT BASE OF RISER: 107.8 GPM @ 31.7 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 207.7 GPM @ 54.7 PSI (100 GPM TOTAL ALLOWANCE) WET SYSTEM LEVEL R3 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL 30,112 359 HYDRAULIC CALCULATION DATA RESIDENTIAL: DESIGN DENSITY: 0.10 GPM PER SO. FT. OVER 8 SPRINKLERS DEMAND AT BASE OF RISER: 107.8 GPM @ 31.7 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 207.8 GPM @ 59.1 PSI (100 GPM TOTAL ALLOWANCE) WET SYSTEM LEVEL R4 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RESIDENTIAL 30,112 360 HYDRAULIC CALCULATION DATA RESIDENTIAL: DESIGN DENSITY: 0.10 GPM PER SO. Fi. OVER S SPRINKLERS DEMAND AT BASE OF RISER: 107.8 GPM @ 31.7 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 207.8 GPM @ 63.4 PSI (100 GPM TOTAL ALLOWANCE) WET SYSTEM LEVEL R5 AREA AREA NUMBER OF DESCRIPTION SO. FOOTAGE SPRINKLERS RESIDENTIAL 30,112 360 HYDRAULIC CALCULATION DATA RESIDENTIAL: DESIGN DENSITY: 0.10 GPM PER SO. FT. OVER S SPRINKLERS DEMAND AT BASE OF RISER: 107.7 GPM @ 28.6 PSI (0 GPM INSIDE HOSE) DEMAND AT CITY CONNECTION: 207.8 GPM @ 64.6 PSI (100 GPM TOTAL ALLOWANCE) WET STANDPIPE (CLASS I MANUAL) STANDPIPE DEMAND @FDC 1000 GPM AT 168.7 PSI GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE. 2. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: CAPACITY STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED wEiEgr or r IPIPE 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 7,817 0.097 1 1/2 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 0.196 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 EDDY FLOW 0.095 4.310 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 11.290 0.758 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 10 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END (FOP BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA # 13 1. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: CENTRAL BLAZE MASTER CPVC ** PIPE SIZE INTERNAL DIAMETER WALL THICKNESS END PREP TYPES ALLOWED K*IEATor rriPE ca'A"'"'Y IN GnLLONs 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 1.384 0.133 PLAIN END 1.078 0.0793 1 1/2 1.598 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: • WET PIPE SPRINKLER SYSTEM THROUGHOUT THE HEATED INTERIOR AREAS OF THE BUILDING.. • DRY PIPE SYSTEMS FOR THE PARKING GARAGE. • A CLASS 1 WET STANDPIPE SYSTEM WITH 21/2' HOSE VALVES IN THE STAIRS WITH A COMBINATION STANDPIPE WITH FLOOR CONTROL VALVES IN STAIR "A"'. • CONNECTION PROVIDED TO THE PRE-ENGINEERED SPRINKLERS IN TRASH CHUTES. • FIRE STOPPING AS REQUIRED FOR FIRE SPRINKLER PIPE PENETRATIONS THROUGH RATED WALLS. • CORING AND SLEEVES THROUGH CONCRETE STRUCTURE. CLARIFICATIONS 1. SFS SHALL START AT A 6" FLANGE LEFT BY OTHERS IN THE FIRE RISER ROOM ON LEVEL P1. 2. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F TO PREVENT FREEZING. 3. THE INSULATION CONTRACTOR WILL NEED TO PROVIDE TENTING OF ATTIC INSULATION OVER ALL WET SPRINKLER PIPING LOCATED IN THE ROOF JOISTS TO PREVENT FREEZING. 4. A FLOOR DRAIN WILL BE REQUIRED IN THE RISER ROOM AND AT THE BASE OF STAIR "A". 5. EXTERIOR NON-COMBUSTIBLE CANOPIES ARE NOT PROTECTED BASED UPON NOT BEING USED FOR STORAGE OR USE FOR DISPLAY PURPOSES. wnl I IelnNle 1. PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4. UNDERGROUND WORK OF ANY KIND. 5. SOFFITS/FURRING TO CONCEAL SPRINKLER PIPING. 6. SEALING THE ROOF AROUND THE ROOF STANDPIPES AND VALVE CONTROLLERS. 7. PRE-SET CONCRETE INSERTS. 8. CITY OF EDMONDS WATER FLOW TEST. DESIGN CRITERIA PER NFPA 13 - 2013 EDITION AND THE CITY OF EDMONDS. PARKING GARAGES ORDINARY HAZARD GROUP 1 0.15 GPM / SQ. FT.OVER 1,950 SQUARE FEET MINIMUM LOBBY &COMMON AREAS LIGHT HAZARD 0.10 GPM OVER 1500 SQ. FT. AREA REDUCTION PER NFPA 13-2013 11.2.3.2.3.1: 40% FOR CEILING HEIGHT OF 10-0" rr REDUCED AREA: 0.10 GPM/ SQ. FT. OVER 900 SQ. FT. FINAL DESIGN DENSITY: 0.10 GPM/ SO. FT. OVER MINIMUM 900.0 SQ. FT. RESIDENTIAL/ LEVELS 1-5 LEVELS 1-5 DWELLING UNITS 0.10 GPM / 8 SPRINKLERS FLOWING. PER NFPA 13-2013 11.3.1.2 THE MINIMUM DESIGN AREA SHALL INCLUDE EIGHT SPRINKLERS FOR BUILDINGS WITH COMBUSTIBLE CONCEALED SPACES. PER NFPA 13-2013 8.6.2.1.2.1 THE AREA OF COVERAGE PER SPRINKLER IN SMALL ROOMS (AS DEFINED BY NFPA 13-2013 3.3.21) SHALL BE THE AREA OF THE ROOM DIVIDED BY THE NUMBER OF SPRINKLERS IN THE ROOM. STANDPIPE SYSTEM DESIGN CRITERIA: 250 GPM EACH AT 100 PSI AT THE TWO MOST REMOTE STANDPIPE HOSE CONNECTIONS AND 250 GPM ADDED FOR THE NEARER STANDPIPE AT POINT OF CONNECTION TO BULK MAIN FOR A MAXIMUM FLOW OF 1000 GPM. v I Z 0 W U W O 'O Z O SITE PLAN &BUILDING SECTION FIR2021-0070 ISCJ V D Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEY PLAN p FP-2 w w m w w y Z w y y w 0 O a a w a o 3 3 0 a w w w w F OUTLINE OF P2 RAMP N 3'-1.5" a a a a 4-1" 1'-6.5" D37 v 295° ° 11 15 A I D31 q a y N cq ZL a N m 1 w>> n o-P 6 ° _ a m zo3 3 ] 0 4 4 0 4 4 m _ 3 mo ti> > w D38 W e� W r1. _ m as W T W5 T D16 w a w a 6 8 6 6 6 -7.5 ^, 1-6 S10 1-10 1-8 W4 W3 1-11 W2 W1 = N UG P1 409'-10" 4" S.O.G. ° ° SFS START POINT AT 6" FLANGE (uNDERGROUND BY OTHERS) a � SECTION - WET RISER FP2 ROOM 101A- FACING WEST 0 2 4 SCALE 1/2"=V-0" Z w r O Q z w y y w Z a > > a Z a a 0 i w o 3 3 0 $ 5 > > is a a a a 11'-4" 11'43" 9'-8.5" 13'-3.5" 1'-7.5' V-6" 1'-10" 1.4. 1'-11" 4'-9" IF FP-2 o ► 6,A D37 b1A 295 ryy� 116 4 n C T o _ D15� A 6 A FP-2 y a WATER/ b1 1 RISER RM 2-6 101A 4 - D36 3-1.5 2.5 0 411.5 O ENLARGED PLAN VIEW OF RISER ROOM / 0 2 4 SCALE 1/2"=V-0" NOTES: 1. PIPE ALL DRAINS TO SAFE DISCHARGE AT FLOOR DRAIN. 2. MAINTAIN 2" ANNULAR SPACE AROUND PIPES PASSING THROUGH CONCRETE FLOORS. 3. RISER ROOM MUST BE MAINTAINED AT A MINIMUM OF 40° F. 4. DRY SYSTEM CAPACITIES ARE AS FOLLOWS: -P1 LEVEL DRY SYSTEM: 922.4 GALLONS -P2 LEVEL DRY SYSTEM: 1,028.0 GALLONS p A ^� \Y/ CONCRETE WALL 71 2' x 4" STUDS AT X" (2)4"x4'xX"BLOCK\ \ \ (Bx3"LAG BOLT W/WASHER WASHER 10'4 2.5" SEMI -RECESSED HOSE CABINET WHITE FINISH, 6' WALL DEPTH 1 4 y GUARDIAN MODEL 2030 25 BRASS HOSE W/ CAP AND CHAI N 3G 45°��° BOLT TZ (33/4'MIN. EMBED ELTI MBED) (2)TO GO �'�45' 1 OS 2Yz"ELL T02Yz"x2"RED. COUPL NGS R1 432'-9"12"P.T. SLAB NO. IE2 &COUS COUSINS MODEL ��,I,h�G CORRIDOR OR (2)TOSWNE LEND SWIVEL END (2)1/2'x31/2"LAG BOLT pgg S9 , _ " 3 2,5 (2) TOLCO FIG 1001 (2) 1 x (3-0) SCH 40 BRACE PIPE (2) 1" (7-0) SCH 40 BRACE PIPE (2) 1' MIN EXCESS PIPE ro AF P. (0.6) BRACE CLAMP (2) TOLCO FIG. 1001 BRACE CLAMP THROUGH FAST CLAMP RISER (2) 1" MIN EXCESS PIPE 7-9 1n �� CLAMPS f THROUGH BRACE CLAMP LEVEL IRS m � 472'-9" B-� SECTION - RISERS TO P2 LEVEL FP2 ROOM 101A - FACING SOUTH 0 2 4 SCALE 1/2"=V-0" RISER EQUIPMENT ITEM OTY SIZE DESCRIPTION MANUFACTURER MODEL 1❑ 2 2 1/2" BUTTERFLY VALVE W/ TAMPER SWITCH VICTAULIC 705 0 2 2 1/2" SHOTGUN RISER GROOVED WITH: 2 11/4" TEST AND DRAIN ASSEMBLY AGF 1011T 2 2 1/2" WATER FLOW SWITCH POTTER ELECTRIC VSR 2 1/4'. PRESSURE GAUGE ASHCROFT 1005P �3 1 6" SHOTGUN RISER GROOVED WITH: 1 2" TEST AND DRAIN ASSEMBLY AGF 1011T 1 6" WATER FLOW SWITCH POTTER ELECTRIC VSR-F 1 1/4" PRESSURE GAUGE ASHCROFT 1005P ® 2 4" DRY PIPE VALVE WITH: RELIABLE EX -LP 2 4" BUTTERFLY VALVE W/ TAMPER SWITCH 2 2" MAIN DRAIN 57 2 1/2" ALARM PRESSURE SWITCH POTTER PS10-2A © 2 1/2" SUPERVISORY AIR PRESSURE SWITCH POTTER PS40-2A 7� 2 1/2" AIR MAINTENANCE DEVICE RELIABLE A2 ® 1 1215 GAL AIR COMPRESSOR JENNY G2S-17UMS ❑9 2 12 HD SPARE SPRINKLER HEAD BOX CONTAINING THE FOLLOWING BELOW: MANUFACTURER S.I.N. TYPE MODEL FINISH K-FACTOR THREAD TEMP OTY • RELIABLE RA3516 RES SSP F1-PIES 49 WHITE 4.9K 1/2" 155' 10 ♦ RELIABLE RA3516 RES HSW F1-RES 44 WHITE 4.4K 1/2" 175° 2 ■ RELIABLE RA1414 REC. SSP F1-FR56 WHITE 5.6K 1/2" 155' 2 I* RELIABLE PIA1414 REC. SSP F1-FR56 WHITE 5.6K 1/2" 286° 1 O RELIABLE RA1325 SSU F156 BRZ 5.6K 1/2" 165° 6 RELIABLE PIA1325 SSU F156 BRZ 5.6K 1/2" 286° 1 ❑ RELIABLE RA1425 SSU F1-FR56 BRZ 5.6K 1/2" 155' 2 RELIABLE MODEL "D", SPRINKLER WRENCH 1 RELIABLE MODEL "G4", SPRINKLER WRENCH 1 RELIABLE MODEL "J1" SPRINKLER WRENCH 1 RELIABLE MODEL "FC", SPRINKLER WRENCH 1 2.5" SEMI -RECESSED HOSE CABINET WHITE FINISH, 6' WALL DEPTH GUARDIAN MODEL 2030 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G 2.5" SEMI -RECESSED HOSE CABINET WHITE FINISH, 6' WALL DEPTH GUARDIAN MODEL 2030 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G 2.5" SEMI -RECESSED HOSE CABINET WHITE FINISH, 6' WALL DEPTH GUARDIAN MODEL 2030 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G �G CR600 7�rl,'? CORRIDOR �2.5 (0-6) RISER CLAMP iii LEVEL R4_ 462' - 9" (0-6) CR500 CORRIDOR RISER CLAMPS iii LEVEL R3 452' - 9" CR D0 CORRIDOR 2.5 (0.6) RISER CLAMP RISER A 8'-0" CEILING IN .LAMP CORRIDOR TVP. 2.5" SEMI -RECESSED HOSE CABINET _ WHITE FINISH, 6" WALL DEPTH GUARDIAN MODEL 2030 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G 3 0 2. AFF TYP. (0-6) I a m CR300 4 CORRIDID OR \\ -LEVEL R1LA .. 432' - 9" LEVEL R2 442' - 9" STANDPIPE ISOLATION CONTROL VALVE ACCESS PANEL (BY OTHERS) r HOSE CABINET DETAIL FP2 FACING SOUTH 0 4 8 SCALE 1/4"=1'-0" TYPE T BRACE CONCRETE WALL/COLUMN/BEAM 1/2"x41/2" HILTI KWIK BOLT TZ (3 3/4" MIN. EMBED) TOLCO FIG.980 SWIVEL END as 2" MIN. EXCESS PIPE THROUGH FAST CLAMP 1'(7-0)SCH 40 BRACE PIPE TOLCO FIGA 001 BRACE CLAMP a TYPE '2' BRACE CONCRETE WALL / BEAM Ix 60° - 90° 1 /2" 41 /2" HILTI KWIK BOLT TZ FROM VERTICAL (3 3/4' MIN. EMBED) TOLCO FIG. 980 SWIVEL END TOLCO FIG. 4L 1' (7-0) SCH 40 BRACE PIPE BRACE CLAMP TYPE '3' BRACE TYPE '4' BRACE C C I 1/2" x 61/2" LAG SCREW TOP PLATE �� TJI TOLCO FIG. 980 SWIVEL END 7 1/2" x 31/2" LAG BOLT 80 TOLCO FIG. 9ND MIN.. DEPTH 45°-59° SWIVEL END OF BEAM FROM VERTICAL WITH 3" MIN 1/2" x 41 /2" BOLT W/ NUT & WASHER 1 1/2' x 6" x 12" PLYWOOD EACH SIDE L OF TJI WEB WITH (6)NO. 6 x 2" Q DRYWALL SCREW EACH SIDE 1" (X-X) SCH 40 BRACE PIPE TOLCO FIG. 1001 BRACE CLAMP LAMP 1 1 TYPE'S B RACE 1" MIN. EXCESS PIPE THROUGH CLAMP U Z) 2 x 4 TOP PLATE TJI Q f1/2" x 61/2" LAG SCREW TOLCO FIG. 980 SWIVEL END 1/2" x 3 1/2" LAG BOLT 1" (X-X) SCH 40 BRACE PIPE 45° - 59 Ir TOLCO FIG. 980 FROM VERTICAL SWIVEL END MIN. 1/2 DEPTH O OF BEAM 1/2" x 41 /2" BOLT W/ NUT & WASHER O 1 1/2' x 6" x 12" PLYWOOD EACH SIDEL ^ OF TJI WEB WITH (6)NO. 6 x 2" VVV / DRYWALL SCREW EACH SIDE ® �■ I I 6 TOLCO FIG. 4L PIPE CLAMP 7 v TJI O 'HANGER 'x 6" WOOD JOIST 2" x 6' WOOD JOIST M O o 0'-01/2" 16 x 2" DRIVE SCREWS y" x 3Yz" BOLT, WASHER, NUT MAX TOLCO FIG 51 SIDE BEAM BRACKET LCO FIG 58 3/8" ATR E BEAM T_ GST-30 SAMMY WOOD " ATR i� 1 /2" ATR / HANGER RING � ■ RING 1"-4" HANGER RING 6" All- TYPE 'SB' HANGER TYPE 'SWHANGER 12' TJI JOIST 12" TJI JOIST 7NO BLOCK HANGER W/ (2 ) f5/16" x 1" HEX HEAD SCREW C/L OF PIPET °ll.��l � SIDE MOUNT BRACKET W/ C/L OF PIPE �� (2) 5/16'k 1" HEX HEAD SCREW L `GYPSUM 10111 CEILING GYPSUM BOARD CEILING TYPE 'S' HANGER TYPE 'C' HANGER /CONCRETE FLOOR/PT-SLAB a + a X GAUGE C-PURLIN 0,40 t3'/8" MAX HILTI HDI-PTZSAMMY X-PRESS 35 3/8'ATR TR GER RING SURGE RESTRAINER HANGER RING TYPE 'H' HANGER TYPE 'SS' HANGER SOUTH BUILDING RISER ROOM AND HANGERS F I R2 0 21-0 0 7 0 J/ TACOMA, WA 98424 CONTR. REG. NO. SMITHF; L Bus: (253) 926 - 1880 FAX: (253) 92 HWY 99 EDMONDS APTS MCO U 6 Aug 23 2021 23326 HIGHWAY 99 CITY OF EDMONDS DEVELOPMENT SERVICES EDMONDS, WA 98026 DEPARTMENT DESIGNER PROJECT MGR I DATE SHI BILL WOLF B. COOK 1 7-9-2021 2 G' KEY PLAN U-72' FOS m CR CQ 4" NIBCO MOD. GD-4765WP 4'-8q' V-7q' V-82" BUTTERFLY VALVE W/ 1 _9. EXTENDED NECK FOS 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G GALVANIZED PIPE AND GROOVED CAP WHERE EXPOSED WEATHER. SEALING OF PIPE -ROOF PENETRATION BY OTHERS 1g� LEVEL ROOF TI 482' - 9" (4-1) (0-6) ^r S GRVD ANGLE HOSE CAP AND CHAIN COUSINS MODEL NO. IE230 LEVEL R5 472' - 9" RISER CLAMPS p� p+ 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G 3' " AFF P. LEVEL R4 462'-9" � RISER CLAMP 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G -0� I 3' AFF LEVEL R3 452' - 9" RISER CLAMPS _ 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G AFF RISER CLAMP LEVEL R2 + 442' - 9" 4 STANDPIPE ISOLATION CONTROL VALVE (0-7.5) 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON &COUSINS MODEL NO. IE23G 3' ' AFF ZIL LEVEL R1 R\ 432'-9" - `RISER CLAMPS e p 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON &COUSINS MODEL NO. IE23G 3'-0" _ AFF TYP. e a LEVEL P2 RISER 421' - 3" CLAMP b RISER _ CLAMPS LEVEL P1 409' -10 3/32" SECTION - STAIR A FP3 FACING WEST 0 4 a SCALE 1/4"=1'-0" 2.5" BRASS GRVD ANGLE HOSE C4 VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G LEVEL P2 ` 2.5" BRASS GRVD ANGLE HOSE a 3'-6g' VALVE W/ CAP AND CHAIN = WILSON & COUSINS MODEL NO. IE23G _ RISER CLAMPS 3'-0" AFF TYP. 4 13-5 nq LEVEL P1 409' - 10 3/32' PIPE STANDS TYP _I SECTION - STAIR A FP3 FACING WEST 0 4 8 SCALE 1/4"=1'-0' 0 LEVEL R5 Z 0 4 8 SCALE 1/4'=1'-0" CR CQ 1-9L 0'-72' FOS STAIR I C6 11 lul LEVEL R3 Z 0 4 8 SCALE 1/4'=1'-0" CR CQ P1,_y„ -e o LL � FOS 0y '-' -_ STANDPIPE ISOLATION 4 CONTROLVALVE (0-7.5) \ll I I STAIR A Z LEVEL R1 0 4 8 SCALE 1/4"=1'-0" Z LEVEL P1 0 4 8 SCALE 1/4'=1'-0" P CQ 0'-72' FOS C4 �N O STAIR A C6 LEVEL R4 Z 0 4 8 SCALE 1/4"=1'-0" CR CQ C4 C6 Z LEVEL R2 0 4 8 SCALE 1/4"=1'-0" CR CQ Z LEVEL P2 0 4 8 SCALE 1/4"=1'-0" CD CC HYDRAULIC FLOW AT MOST REMOTE STANDPIPE 250 GPM AT EACH HOSE VALVE AND 250 GPM ST EACH POINT 1„ 4'-2- 1 3, 1'a-" 2-s OF CONNECTION TO ANOTHER STANDPIPE (1000 GPM TOTAL) 2 4 4 PRESSURE REQUIRED AT FDC: 188.7 PSI 4 FOS FOS EXTENDED NECK OF FILE: HWV 99 S-PIPE BUTTERFLY VALVE (2) 2.5" BRASS GRVD ANGLE HOSE S1 4" NIBCO MOD. GD-4765WP VALVES W/ CAP AND CHAIN f— BUTTERFLY VALVE W/ WILSON & COUSINS MODEL NO. IE23G S2 EXTENDED NECK 0'-72' GALVANIZED PIPE AND GROOVED CAP WHERE EXPOSED TO WEATHER. SEALING e O `0 FOS� OF PIPE -ROOF PENETRATION BY OTHERS " p LEVEL ROOF . ,...., l 482' - 9'_T B N o1 FP-3 4 r a e R5 —(B (BB) B) AV FF TYP. 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G LEVEL R5 472' - 9" RISER CLAMPS 5 SN2 3=04 (B-B) AV FFTYP. 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON &COUSINS MODEL NO. IE23G LEVEL R4 462' - 9' RISER CLAMP 7 V 2 R3 SN2 (BB) �3'-0" AFF TYP. 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G LEVEL R3 i. 452' _ 9' RISER CLAMPS a c� _. - R2 (B B) AV FF TYP. 2.5" BRASS GRVD ANGLE HOSE VALVE W/ CAP AND CHAIN WILSON &COUSINS MODEL NO. IE23G LEVEL R2 .-.a 442'-9' RISER CLAMP 4 J S3 ph ro (44) p p'1 45' ELL _ � m STANDPIPE TION CONTRISOLAOL VALVE R1 (g B e 4 III AFFTYP. 2.5" BRASS GRVD ANGLE HOSE J VALVE W/ CAP AND CHAIN WILSON & COUSINS MODEL NO. IE23G LEVEL R1 432' _ 9" RISER CLAMPS e 3'-0" g 'L AFF TYP. 2.5" BRASS GRVD ANGLE HOSE e VALVE W/ CAP AND CHAIN WILSON &COUSINS MODEL NO. IE23G LEVEL P2 — 421' - 3' RISER CLAMP B � 3'-0" pa • - AV FFTYP. 2.5" BRASS GRVD ANGLE HOSE ° VALVE W/ CAP AND CHAIN WILSON &COUSINS MODEL NO. IE23G LEVEL P7 409'-103 B2' C13 �7 SN1.25 (0-9) TxG 6 °7 SN1.25 N Y (0-9) TxG 6 SN1.25 (0-9) TxG a 0 4 ROUTE TO FLOOR DRAIN IN STAIR SECTION - STAIR B EXPRESS DRAIN FP3 FACING WEST FP3 FACING NORTH 0 4 8 0 4 8 SCALE 1/4"=V-0" SCALE 1/4'=1'40" CD CC U-72 FOS W O O LL p�04 (0-6) STAIR B LEVEL R5 Z 0 4 8 SCALE 1/4"=1'-0' CD CC 0'-72' C13 C14 LEVEL R3 Z 0 4 8 SCALE 1/4"=1'-0' 12'-22" CC 0'-72' b - - - O C13STANDPIPE ISOLATION CONTROL VALVE STAIR B C14 I_ Z LEVEL R1 0 4 8 SCALE 1/4"=1'-0" CD CC U-7," C13 C14 CD CC U-72' C13 C14 LEVEL R4 Z 0 4 8 SCALE 1/4"=1'-0" CD CC 0'-72 C13 C14 Z LEVEL R2 0 4 8 SCALE 1/4"=1'-0" CD CC O'-751 C13 C14 Z cr 0— W U 0 ui O ' `C r/ Z O LEVEL P1 LEVEL P2 Z 0 4 8 Z 0 4 8 INIIIISCALE 1/4"=1'-0' SCALE 1/4"=1'-0" STANDPIPES IN STAIRS A & B F I R2 0 21-0 0 7 0 �� TACOMA, WA 98424 CONTR. REG. NO. SMITHF; Bus: (253) 926 - 1880 FAX: (253) 92 MCO V 6 HWY 99 EDMONDS APTS Aug 23 2021 23326 HIGHWAY 99 CITY OF EDMONDS EDMONDS, WA 98026 DEVELOPMENT SERVICES DEPARTMENT DESIGNER PROJECT MGR I DATE SHI KEY PLAN BILL WOLF B. COOK 1 7-9-2021 3 C C1 CW o CU CT CS CR CQ CP CN CM CL CK CJ CH CG CF CE CD CC CB CA C rt 314'-9.5" 23'-0" 26'-6" 3'-6.5" 7'-10" 9'-9' 5'-4.5" 16'-5 10'4" 25'-0' 25,_0• 25'-0" 25'-0" 16'-1' 24'-0" 14'-6" 7'-4.5' 8'-7.5' 25'-2.5" 16'-6" h7'-6- -5" 3'-3" 9f" n.. 12'-9' 4'3" 8'-6" 12'-9' 5'-3- T6" 12'-9" 53" 6'-6- 12'-9" 5'-9- T-0" 12'1" 53" 7'-6- 12'-9" 4'-9' B'-0" 12'-9' 4'3" 8'-5 12'-9' 3'-9' 9.1.. .. .. C3 3 7H �11 aL 9' 1.5" FF 95 D STOR/UTILITY 06 4H BOD 4H 5 4H 4H BOD H 7H 5 BO 8.5 3 2H BOD 12 H BOD 13.5 13 OD 11H H 10H BOD OH 9H 9H BOD 9H 12 11 10 1 1 9 1. 1. 6-9 3-7 23 6-9 3- 3-7 9-0 9-0 1.5 6-3 2-9 6 3 2-9 F. 5-5 5-5 5-5 5-5 - 13 8 ° a BOD a a 9 n q n g m a a a a a 7H 5 7H = /+^ VL N°' 5H 6 5H 5H BOD 5H 5H 5H BOD 8H BOD 13H 13H BOD 13H 12H 12H BOD 12H 11H 11H BOD 11H 10H 10H BOD 10H 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 CA 6.5 6.5 15 14.5 13.5 12.5 11.5 9-0 9-0 m 5-5 3-7 23 6-9 m 3-7 m 5-5 5-6 LL Q o m a o o¢ o a2 o o m ¢ 8H 8-,1 w 5H _ 5H 5H r 5H 5H 8H a p r r n n FP3 14H 13H 13H 13H m m m n n r r ml ml 12H 12H 11H 11H 1 11H 10H 10H m m a a a a a a r r r ml ml 1.5 1 5 9-0 9-0 1.5 1. 1. 1.5 5-5 3-7 23 6-9 ml 1.5 3-7 1.5 5-5 1. 9-0 9-0 y v ^ f 4 J J J 4 4 4 4 4 4 J J J 4 4 4 N 4 4 '4 f J J J -4 J 4 4 4 4 4 4 4 4 4 4 4 4 4 m 4 9'-10.5" C5 D7 2-9 C4 H ", m 1-0 6H T22/1// 6-0 6-9 6-0 12-9 5-3 7-6 _... _. _. _ 9-0 3-9 12-9 12-3 11-4 4 r m 1 -6 1 5 12 9-1 2-11 12.9 4-5 12-9 6- 5-11 12 3-10 7-5 . 16-7 o " m "m �u m co m m m m D73 23-6 " m AFF 10.5 BOD ... .. 7'g FP-3 1 .5 p m t9 5 1.5 1.5 1 .5 1.5 1 1.5 10 H 1 11H 1 H 10H 10H 10H 1.5 1.5 9-0 9-0 1.5 1.5 1.5 1.5 s-5 3-7 23 6-9 1.5 3-7 1.5 5-5 1.5 9-0 1.5 9-0 v " - v g 5 0 6H ELEVATOR -0 5-5 47 7-0 2-0 3-7 9-0 0 p p c v m m m m m m 1 5H x TAIR A `_ C5 H 6 a ,i H 12H 1 H IH 9-1 11„ AFF 10 BOD 8.5 BOD v y W1(1(l5 RI1-p 2 0 1.25 5 -0 1, 2-0 5 5 1. 1. 1.5 1.5 1.5 -0 5-5 47 7- 3-7 5-5 9-0 x 1.5 ' 1 �10H 10H 9-0 J \ 10H 10H 9H p 9H/1a 1.5 gp 8-0 1.51.5 11.5 5-5 3-7 2 3 6-9 .5 7 1.5 1.5 8-0 1.5 AE 14 BOD 6H 3-0 43 m LEVATO ry5 .m NTROL R 6 `7 y�m AFF ;1�. 26.5° LL S" B; v7rS. WALLCMU 3y - - - .5I0 , C8 SEE SHEET FP-2 F .= ENLARGED D P. 2.5 m 2.5 1 3-8 8-6 = 5-9 6H . 11-3 6H �° m 2.5 2.5 2.5 9-9 m 4-0 = 14-6 6H m 5-0 _ 'P g 7 ' H 71 , .8 71 H - g 14g 9-0 H OPEN TO ABOVE m 9 SEE SHEET FP5 FOR 1 SPRINKLERS IN THIS AREA Q` / / vl 0-9 8H 10-0 1,5 9-0 9-0 1.5 1. 1. 1.5 5-5 3-7 2-0 6-9 1.5 3-7 1.5 5-5 1.5 9-0 1.5 9-0 a o o rq LOBBY sH sH o 0 '9 f 7H _ 101 _9 0 7dg 4 0 ^ o ^ d'ZY y 9h DGE OF SLAB A bVE 1.25 1 1 rH 9'-p+ w -H EXP. 9'-2"AFF ,� Z,'p1Y 1pl \ 6H oo '2S w� yP // 0-9 10-0 2-0 y BOO / 1.5 1.5 1.5 1.5 1.5 1.5 ] 6H 7o`'2S+ O ` 72h00 Q y ^ n 'A1 y l� A 3-@. 8 26.5° ELL " 9H I01y . ' � 9-0 5-5 3-7 23 6-9 3-7 5-5 9-0 9-0 - EDGE OF SLAB ABOVE 8'-8.5' BOD 6.5 gH 63.5° ELL Z OPEN T-ABOVE a 7h, ^ �i1 " r d ¢ 4 y y o \�_j\ �� �° 9 v \ �� y 7p H P 2T8+ -SBESHmCFP5-FOR- 9-B > 29 SPRINKLERS IN TS AREA 2� '._ 3 S 2 /2H IdS rrH ^ yP> o.A 4 ^. a y w ram y? 0 .. 7.S / �O ai 0 7 b P15 9-0 1.5 1.5 AFF 1.5 9 BOD A2BC ^ M b p0 7 1Y y 7 � � ai 1j7Y h i?:�2 y4 s By Ro 7 wo wo n 8-0 8-0 m 5S 2-6 23 6-9 1.5 m ^19 3-7 5-5 8-0 9-0 n � \ Z QQ 3 C\ ➢, 1 ' O O9 >h ^ ^ NQ q tp y 73 y N gb n ^ ^ 1 1 7 N� 0H n d w y w' y 2',S+ �V S '9FF 77,0 L J- " = '>H q 70 -8 > (w BOO C 1.5 1 5 1.5 1. 1. 1.5 1.5 1.5 1.5 1.5 0 re;gs ao H r2,o 72y QyQ ,o v� atroH y y H gro y9 BO q(� m s-a s-o s-s a�-7 z3 s-s 3-�7 s-s s-= s-o m -7 LU A ,. ® n y '2 aQ a y y >H 2 11 yQ 9H m S 1J FP-1 '> BOO A' 7 n 0-6 '9h d 2'S° 3 r C 77. , rT95, b 7 >H Z- Q w y ^ 4 >H 137 138 D12 136 135 134 133 v _ 1 S 0� o ^ 9 b S S;O, 1.5 1. 1.5 1.5 1.5 1.5 1.5 ' 2b r2h 120 y b 1 /_ H C In >H 9H d ^ >, 9-0 6-6 5-5 2-6 23 6-9 3-7 5-5 9-0 9-0 rb• 12roe >H n 0 y� ^ ^ ^ y � 1.5 m m � m V�7 Pa "5 0 4 � N oS -Z 4 B<OpF00 n o7H 8h sroa � 11 _ - 7>: s eo 71 m 72a y � °6 45 o 5H LIJ 2 0 I N n '>h 7 w > y Z ^ N q b b d >h ''9 131 132m m D71 130 ^ 129 / 1J1 0 9:17 2'S+ 7jIY B 17H '26` `d yp 9h ^ d 3 F' P � n ^ 1 1 1.5 1. 1. 1.5 1.5 1.5 1.5-11 1.5 -7431 - / y y y q, NQ 4 ^ yin 1 9 5-5 3-7 23 6-9 3-7 10,-1„ 5-5 9-0 x 8 BOD' 9-0 _ C11 O \ STEEL FITTER/LISTER NOTES STEEL CJ 720, 2 45 n a55 4110 y N nS ^ 18 97Y d 36 5H AFF BOD- O 2 �+ p�>S• s, C Beq<< o >h ^ > 28S 7pY 2S ^ 78, ^ yQsH y 125 126 D70 124 23 22 121 ' n 1. ALL HANGERS AND EARTHQUAKE BRACING SHALL BE INSTALLED PER NFPA#13 STANDARDS. w yQ a a ^' F p C 10'Y w 1.5 1 s 1.5 s 1.5 s s s Z. V / 2. SEE SHEET FP-2 FOR HANGER AND EARTHQUAKE BRACE DETAILS. 3Css o9 o'H n ; ry 8, FPoWyy 3h m\ >h eoo 9-0 s- 3-7 23 6-9 m " 3-7 ^ 5-5 9- m m • 3. HANGER RODS LESS THAN 6" LONG SHALL QUALIFY AS LATERAL EARTHQUAKE BRACES PER r39 7> yQ 7>H 10 ^ yQ 2� �H✓ o L NFPA #13-2013 9.3.5.5.10. o q H o0 oN y 73 4 w ry' n 71.8 13' 0 " 4 . O 4. SLOPE DRY MAINS Ya" PER 10'-0" AND BRANCH LINES Y2" PER 10'-0" TO LOW POINT DRAIN. �lil]I w S. c '>H n 2S 9N n N^2 ^ P 4 H °s5, 4jFN11) 03 op \ 1.5 1.5 5 5 1.5 1.5 1.5 1.5 1. 1.5 _ 5. MAINTAIN MINIMUM 7'-0" CLEARANCE IN PARKING AREAS. 6. P2 LEVEL DRY SYSTEM CAPACITY IS 922.4 GALLONS. 1 a a >o Q °6 e ,fie 701 9h N1 9-0 3-7 23 9 3-7 5-5 0 C1 1 o 72:8, P ¢� 30 2S wq'OP yt BOD 4H " 3o•Sq 1>h �* SS \..... `S<pa ' Bh w yP ryQ (c)7p,o, w �. c '• SH - F 702 OO o n5 2 7 3:, ,, 1_5 ' B.o -. I 3� 0-9 �. ,5 ,5 5 8-0 9-0 5-5 5 7-0 1.5 " 7-0 5 BOD U PIPING LEGEND HYD. MOST DEMANDING AREA: P1 WE SYSTEM 6;1j1 '.. 1 _ \ qZ 5H m a ^ ' x 4H , 5 m 2 10' 2' 7 _ 1.5 = STEEL PIPING EXAMPLE 10-0 DENSITY: 0.10 GPM OVER 900 SQUARE FEET ry. 78 n - DEMAND AT BOR: 159.6 GPM @ 30.7 PSI 'S r,S+ S,2S' o - - C13 AREAS WITH R38 BATT INSULATION. 1Yi' BALLVALVE 1Yz" TOE WITH PLUG SYSTEM DEMAND AT SRC: 259.6 GPM @ 38.8 PSI 1 DR N C P m STAI B REQUIRED PRESSURE IS 38.8 (46%) LESS THAN , q� 3�S 2. 1N AVAILABLE PRESSURE FILE: HWV 99 P7 WET SYSTEM r, ,- "`4+ B 9\ ^ 7 3 " 10-0 � 4 10\ 210 CD o ^ n N 17" S � 9 � o Ml H H m OQ 5.5 1.5 � 1 0- 1 0 BH R' 1 °' 1.5 _ m = Y"FIELD ORDER- i 4 � 9;SS '>,y P .zoo Y' P " m = '° 1Yz x 1 x 1Yz TEE (2) 1y" SPLIT RINGS W/ (2) 3/8" x 3.5" KWIK BOLTS LS°,- 26'° EL 1 \, a - QJ �\ 8 B 5S � m ELECTRICAL ROOM m = AREAS WITH R38 INSULATION AND ADA VAN SPACE REQUIREMENTS. MAINTAIN 1"x 0-4- 1 Y"xSHO 5-p• -1Yz"BALL VALVE - o �+ 2T 7j:ry, = 0 �, / 0 = 5H 105A TRA SFOR ROOMMER MINIMUM 8'-2" CLEARANCE. ALFF AFF ^1Y' NIPPLE e• S, m IAIrGI 9S• 1 H 95 2-0 2-o z-o 405'-3.5' h -0 N.oA6 m C14 (0-8) 1 .,,; B' BOD ^ %" 90° EL 6'9S, 6 11 - AREAS WITH E INSULATION AND AD A TVCO DD-1 s x 3 VAN SPACE REQUIREMENTS. MAINTAIN DRUM DRIP �,y" (o-a) NIPPLE �t MINIMUM 8'-2" CLEARANCE. %'- 45° THREAD ELL WITH 5.6K SMOOTH BORE BUSHING 3 4- 7-2-0 _ 14-10 6 AFF 11-0 110 0 C f BQ C15 LEVEL P1 SPRINKLER PLAN DRUM DRIP INSPECTOR'S TEST VALVE 7'-4.5' 8[7.5' 25'-2.5" ,6'-6" �Z NDEN MOST DEMANDING AREA: P7 PARKING D B 16 DENSITY: 0.15 GPM OVER 1,950 SQUARE FEET DEMAND AT BOR: 360.5 GPM @ 49 PSI _ 72 -2.5 - SCALE 1/8'=1'-0" SYSTEM DEMAND AT SRC: 610.E GPM @ 58.2 PSI REQUIRED PRESSURE IS 58.2 (16%) LESS THAN AVAILABLE PRESSUREFILE:HWY 99 P1 DRY SYSTEM CF CE CD C�J CB CA LEVEL P1 SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH GRE CONSTRUCTION 2801 ALASKAN WAY SEATTLE, WA 98407 PROJECT MANAGER: YUCHUN SANTORY PHONE: 253-752-2185 x225 CELL: SUPERINTENDENT: PHONE: FAX: r • WASHINGTON STATE i CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS , , Nicholas James Scott 1 0627-1019-C Level 3 , I Smith Fire Systems, Inc. o �" °: SMITHFS1360T M a 1 1/42w� � �' Expires 12/31 21 , Signature_ _ _ _ _ _ _ _ L CERTIFICATE OF COMPETENCY STAMP 7 � / n r n I I n 11''C C O V 6 Aug 23 2021 CITY M EDMONDSSERVICES DEVELOPMENT SERVICES DEPARTMENT KEY PLAN � 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 P'RI'N_H °;; "` AFF Bob SOD eoJ BOP eM crs FO IFOW DFDW NAs UNo ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN TRUSS BOTTOM SUIT cur To sER FIELD ORDER INSIDE FACE OF WALL. OUSIDEFACEOFWALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 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 O RELIABLE RA1325 SSU F156 BRZ - 5.6K 1/2" 55° 382 1 8/19/21 B.W. AHJREVIEWCOMENTS RELIABLE RA1325 SSU F156 BRZ - 5.6K 1/2" 286° 10 ❑ RELIABLE RA1425 SSU Q/R F1-FR56 BRZ - 5.6K 1/2" 155° 45 HWY 99 EDMONDS APTS 23326 HIGHWAY 99 EDMONDS, WA 98026 < TYCO TY5332 ECOH SW SW-20 BRZ - 11.2K 1" 155' 4 O i- DESIGNER PROJECT MGR DATE SHEET JOB NO. BILL WOLF I B. COOK 7-9-2021 4 OF 10 NCi20001 TOTALTHISSHEET 441 ii C1 CW Q CU CT CS CR CQ CP CN CM CL CK CJ CH CG CF CE CD CC CB CA c^ 23'-0" 26'-6' S-6.6' 7'-1 p" gig V-4.5" 16'-6" 10'-0' 25-0" 25'-0" 25'-0" 25'-0' 16'-1" 24'-0' 14'-6' 7'-4.5" 8'-7.5" 25'-2.5" 16'-6" 2'11" 2-11" 1'-1 V. 0'-11.. 1.4. 1 0" 2'Q" 10'1" 13'-0" 31" 9140' 13'-0" 3'-8' 9'4" 7'-2- 5'-10" 4'-2' I._10" 13"0" 3'-2- 9'-10" 12'1" 9'-1" 12'-0" V-11' B.A.. 13'-0' 10'-1" 6-0" 7'-0" 11'-1" 4'-0' 9'-0' 4'1" 5'-6' 11'-0" 1 G'3 2 0 0 a 0 z' a7 R azl.zs' = 1 - "AFF-BOD ^g18H UTILITY Q 21H H 0 1 1 H 1.5 12061.5 q 17 mm 17 �2(5. tH44H LOPE 4.9 -7 S5 ° D29 w4 N f ^ f e m =F i3 � N f i3 f � '�` N D28 �4 BOD 22 _ W o o A m - V 3 11-4 y 4 4 4 4 4 4 4 4 4 P4 4 4 B' .5" 3.5 12 13-0 0-6 '�, n 93 2-9 12-0 3-9 13- 5- 3 7-9 - 7-9 - n 2- A F v i° o y m 1 5 1 9H Q 1-6 , 6 f RV P UP FL P 0 EL ION RIES n L0, e1y m 2 25H H m 2 24H b r n n '.h ^I8H -9 - moo' 17 7H 7H e y 1H 9� 20 OH y H 9� H 9 � 22H 23H i� m _ ° C4 m N v 5 ^ 0.7 8.5 � � 27. 24H 24H 5 24 24H 23H 24.5 3H o 0 m18H 0018H m1 o OD '" Y BOD 18H oBOD O B BOD a w f m19 w21 N N 4 ff w H 24 �o 2H 21 4 4 4 4- 9 .5 6- 4 0 1 -0 4-2 \ 10 0 h AF 24 4 20H FF 23 BOD 1p'" 3 h b - p� ', 17H v 1 1.5 1.5 1.5 1. 91 /] C9 7- 28H \ P_3 1 18H a a / 7-8 O 1 TER 1 x 1 x ~ N N 3p BOD ^i BOD LOBBY/LEASING \ n n 3 BA K �n o o m p� p 2"GONG. 207 0.7 � � a � = m o n o_ m o of m g m 18 1 2H 201 2H - Q� ^19H BOD m18H B H D n 1 n•' TT o } GWB @ 1 V-3" / 17H 1 FLR @ 419.75 2 H 1 19 18. 0 w BO H 12'AFF-BOD E� _ 2 0 E YCH� e^p C5 o o 1'-0 BO B BOD 04 1. `° b / STAIR A Q, 7 in o J / 2 1f.5 1.5 .5 0 C6 3 x 7 m BOD 27 L! V 4- D35 2 3PL 4 MAIL 4 1 ( ) 202B _ 291 289 276 -0 8-0 1 O 7 1-0 4-0 f 1 0 sN 1 17 Is-s /) 2 2 2 2 2 2 2 • 273 B00 h w q1 6'- BOpD ^5 ,( 11'-8"3-,(N A ^ �. 1 7.S "CMU W 5.99' R7 S PE ING J\ -4 0 0-11.5 292 41 6-8 C 1 H a NT BOD 4 AFF O,^/ g x x277 i 7 2 44 7 7s p7 s N 20H m S9 w 6 2H m w ¢ 2H y0 q_p \ y h 7 _•F 8.7 ,psi rm 1. 4 h-i a ry .(f Se n ' n \ ' q ,Z 21-4.5 h ■ 280 a � ^/ '' � ,� � @ 1.25 ,. w Is e t 116H 1.5 1.5 1 .5 1.5 1.5 1-0 7-0 7-5 8-0 ° / 7S �p ti ry `1�� a `° ^ ¢' p p3 7 ^ 42 C 272 � 6 0 8-0 8-0 8 6 m 8 8 e m 7D N w o ti S N 1 4 N ? y 42" CONC. WALL P o p 26.5° ELL w N 8 5 N 19 x wOgkH Is N IRO 3-3 PFOO ^ ?' I�S 1.5 1.5 � FP-6 p.8 4 g 1'- �' `p, 0 1.5 'i' S IS Q .•, a 26.5° LL- b � 8 m 17H 1 < 7 e^ 20 /CF S 'Sg � �7 28s -2. • 271 I . . -Z . p 1 y h � S ^0Z � ° N 1. 1.5 5 m 7-0 7-5 B-0 o 10, 2C 1.8 Imo/ LJ h n y y / 4 I ^ p-4 P1 P, 5 ° �S ^� p 7, r4S+ P 7,5 4 I-7p 4N Ss p IQs 7-8 40 4- _ x x_ 1.5 x �n�,- 7 283 o n s / 73 N 1 0 0 1jy = N h ,�n ^p n 22�igF 71- 280 nN•2' \ R2 • I Uj '�r° ,, 4 ..,./ 18 ,� _ 5 1 07. '°•+� P1�a4N1- h ,� 2 F ?s 7 ro 1 p.2 0,o Tao s2 ^ " sN� 5 _ ^ p� 0- 7 q 2 Is F � � n ro e- � � C 9 •S 1 p I I V ^ 4 4 4 1 :: o /-° 2A '-,� gel RO 4/' 2jg( • / , ^ s h 8'O I -0 0 ° P w3- 3 0.7 0 19H - 'n n � ^ / h ^ ^ p1�26 n 1'PIPE P 4 (/ 7 7 ^ ,s 2 • as O� / h p4- ^ S S 5 'S 10'-0 F 7 e 0 _ � m NFPA 13 s h n m s s.15.zz • / � ^ N � ^ /a n sN y P1 q h °N 7j . ° 7 7 N t N m ° ^� ^ PARKINGLEVELP2 v 'S ^ sN1 Q ^ ^ �sy 2oa sy 2s ° I7' eN 12 ro aq ,:gib aN Is 00 ^ ^ B 0 AFp10 18 00 - Sq $] s B°09 h h a ^ sq \ sy N 8-0 N ro Key a aN Lass _ - _ 7 _ w N o w m ^ 'O ,� 'BS• •: C//�J S:s, 4 Zy 5 h d/� p� ^ 10 FP-1 S h ^ N15 ^ ^ \ 20H D %L N y B/y h ry '� �^ ^ ^ s 7j-0 S wq s/y Sq 1 AFF ` BOD 19 BOO °'OF HYD. MOST DEMANDING AREA: P2 WET SYSTEM 3, BOO � �L h O°WN 78y ^ ,�� 1H H 0- � Z, ^ DENSITY: 0.10 GPM OVER 1,500 SQUARE FEET roS" Sy SS C h �? y ^h ^ SNV'F' 0 n S 15 5 1.5 1.5 1.5 1.5 1.5 1.s DEMAND AT BOR: 266.7 GPM @ 55.3 PSI C h ey o or 8b sN h SN C ° 7 ` ^ sA/ � �o ^ 7-0 SYSTEM DEMAND AT SRC: 366.7 GPM @ 63.7 PSI 74, ,�? 0 ^ h q REQUIRED PRESSURE IS 63.7 (10%) LESS THAN IT '0• " 20 \ \/ m o v $ m ^".° AVAILABLE PRESSURE FILE: HWV 99 P2 WET SYSTEM �:S• 70 "' �� ^ 7 i p. !/\ Io sN ^ eIr y°O ^ sN�a sN \ 3b sH 621H 18 t.s \ - C10 ^ Y C m K d ^ 7sH 9: 2 7 237 236 2 234 '� 7 / h eN � ,� o d^ K s 8e a sN 7gro h CJ •^�� \,_) 4 ih p,8 2s,oe Sy 2s3y s: h eh h ^ w M e m n o d A: 8 sN °���+ 'S" hK ^D26 - o '. m ° ^ ^� S 4 ^° 22H STEEL FITTER/LISTER NOTES B° ^ 2, N s......... o �^ h sro ° 6 n n 231 23 233 0.7 s ss zz7A q eN �w 9-0 w e o K sN ° N �H ° 1. ALL HANGERS AND EARTHQUAKE BRACING SHALL BE INSTALLED PER NFPA#13 STANDARDS. 73_ m n 6- _ _0 / 2. SEE SHEET FP-2 FOR HANGER AND EARTHQUAKE BRACE DETAILS. s-O 2^ _� BO 1-0 m 3 e sq 2 w AFF 3. HANGER RODS LESS THAN 6" LONG SHALL QUALIFY AS LATERAL EARTHQUAKE BRACES PER 7 , ass. syy ^o K 6 p1,1 4 4m 1 16 = 3b6+ e ^ ° e N ° m g5 NFPA #13-2013 9.3.5.5.10. s sq K ^ s +50 'S2 0 9 5A o 220 S ^� SLOP N 2 17 5-8 3 0-g 1 sN S ' Y C1 4. SLOPE DRY MAINS Y4" PER 1 U-0" AND BRANCH LINES Y2" PER 1 U-0" TO LOW POINT DRAIN. OH sy 22 h o .5 1.5 226 1.5 1.5 1.5 1.5 2206 5. MAINTAIN MINIMUM 7'-0" CLEARANCE IN PARKING AREAS AND MINIMUM 8'-2" CLEARANCE IN s s h 2° H m a D25 3 ADA VAN PARKING AREAS. ao, ""\ m mPJ} m e^ ^ s7 sN sN s 1.5 m - 0 O 6. P2 LEVEL DRY SYSTEM CAPACITY IS 1,028 GALLONS. ro �• IS• ^ K H x , 7 @ 23 -7 -0 Q,o 4;05• 00 1.5 1. H 1.5 1.5 1.5 it 5 .5 SS BO LO SN 7-0 0 PIPING LEGEND /&.Is '' ^ ^ ^ N N w ' eDD _ 4� m 17 1 C13 z s 110-0 = STEEL PIPING EXAMPLE 1 I s'ss N h o 1 V�l`l'/, ^ O;qs, BOO 1 v ?�5 1.5 1.5 1.5 JU�1 K I 6 3-6 .g 1y"BALLVALVE -1'/z" TOE s�S+ 17 B WITH PLUG S/Y S _ 1- 70 7-5 t- 8-0 7 x x w = AREAS WITH R38 BATT INSULATION. 1Y" FIELD ORDER - l oRN IN 4b, �p (2) 1Y' SPLIT RINGS W/ 'CQ 1 ST B v BOD 17 1y x 1 x 1% TEE - (z) 3/S' x 3.5" KWIK BOLTS � 2T 17H 3-g .5 a 1.5 _ 1"x O-4- +1 8; 21 20 8 1.5 - CB 2s, G c - Yz'xsHo 6-p„ BALL VALVE o 3ASH 0 o e^ - AREASWITH ACERE REQUIREMENTTION S. IS 1s 1s VAN SPACE REQUIREMENTS. MAINTAIN 5'-0" C14 s.9s I ° MINIMUM 8'-2" CLEARANCE. AFF z 17H t eH 7-5 D e o 8-0 ♦ , ^ 1Yz' (o-a) NIPPLE _ m 18 = AREAS WITHNOINSULATION AND ADA-1Yz'90°EL q� 8_p 1 AF VAN SPACE REQUIREMENTS. MAINTAIN m �1Y" s v RUM DRIPy (0-4) NIPPLE MINIMUM 8'-2" CLEARANCE. 1Y" 45° THREAD ELL WITH SMOOTH BORE BUSHING C C15 5.6K 4'3 7� 14'-6" 7'-4.5" 8-7.5 25'-2.5" 16'-6° HYD. MOST DEMANDING AREA: 2ND FLR PARKING LEVEL P2 SPRINKLER PLAN DRUM DRIP INSPECTOR'S TEST VALVE DEMAND BOR: DENSITY: 0.15GPMOVER1,958.6GPM@5 5 0 8 16 • REQUIRED PRESSURE IS 59.8 (13%) LESS THAN �Z SYSTEM DEMAND AT SRC: 3%) L GPM H N PSI AVAILABLE PRESSURE FILE:HWY 98 P2 DRY SYSTEM �l �l �l VV llD (+A �l SCALE I/8"=1'-0" LEVEL P2 SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH GRE CONSTRUCTION 2801 ALASKAN WAY SEATTLE, WA 98407 PROJECT MANAGER: YUCHUN SANTORY PHONE: 253-752-2185 x225 CELL: SUPERINTENDENT : PHONE: FAX r • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS , 1 Nicholas James Scott 1 0627-1019-C Level 3 , I Smith Fire Systems, Inc. o �" :: SMITHFS1360T R� � 1 ' �' Expires 12/31 21 , Signature_ _ _ _ _ _ _ _ = = = = 3 CERTIFICATE OF COMPETENCY STAMP FIR 2 0 21 0 0 7 0 n r n n m C O V 6 Aug 23 2021 CITY M E T SERVICES DEVELOPMENT SERVICES DEPARTMENT KEY PLAN 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 'rixis1°H ""-� °;;" s� Nnri� °°•°°TM AFF BOB BOD eoJ BOP BOT crs Fo IFOW NAS NAS uNo ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF TRUSS TRUSS BOTTOM SUIT cur To surr FIELD ORDER INSIDE FACE OF WALL O0AUTO+ACEOFWALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 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 O RELIABLE RA1325 SSU F156 BRZ 5.6K 1/2" 55° 454 1 8/19/21 B.W. AHJREVIEWCOMENTS ❑• RELIABLE RA1414 REG. Q/R F1-FR56 CHR CHR F7 5.6K 1/2" 155° 7 ■ RELIABLE RA1414 REC.Q/R F1-FR56 CHR CHRF1 5.6K 1/2" 155° 15 HWY 99 EDMONDS APTS 23326 HIGHWAY 99 EDMONDS, WA 98026 O - DESIGNER PROJECTMGR DATE SHEET JOB NO. BILL WOLF I B. COOK 7-9-2021 5 OF 10 NC20001 TOTAL THIS SHEET 476 V7 ■ O ■ CW o ■ 30'-10.5' OS CS ( CR CQ �13-9.5��5'-0.5�g_g��16���-0� 22'-0" HYD. MOST DEMANDING AREA: 1ST FLR RI DENSITY: .10 OVER a SPRINKLERS GPM L AT R REQUIRED PRESSURE IS 50.4 (30%) LESS THAN AVAILABLE PRESSURE (FILE: HWY 991ST FLR RE ) 306 ■ ■Irl ■Ili a _ it �. (; inl ��-nl �- gel 'ri .-!■ice.- M 131 I O O 306-10.5" + 16,3�16'-3-3" UNITBI _ _ UNITBI — — 313 315 _ lll�I�I Ilr�ll I��II III I�■I ■'ll _ Emma 1L WE !L� IBIS iitl I �i"� 111r� lid lull � li�� I�I� list' � ■Iii7S7Y<i' =ice I �� 111�51-I—II ii■ r F IIl�li iil=iil iii ���� ICI `,r ISI `r CONTROL III III l L_7. I fl�l �I fl�l L�i'r III rill i i i�i�i ��i ° ■I ■I I M�;m� F� I al■ .low �� . IIII� / m �® 1.,.. 22'-0" I �16-3-3" UNITBI — — 321 _L5 = e Illlll� �� o r = �IFi� Id�llmtII[MENEM! ■■■i 5 31'1" 11�IA I.. I IN131 ° 16161 I Is �nln�lin IMEN III ■■1 MIMI 0 ■ �- 0 0 10 m I I UNIT C{ 1 �I 1 1 1 I UNIT C1 1 r i1 2 33 LEVEL R1 SPRINKLER PLAN 0 8 16 SCALE 1/8"=V-0' 1 o- PIPING LEGEND o- 1.5 = STEEL PIPING EXAMPLE SN2 10-0 (B-B) NI v 4 Q1s CPVC PIPING EXAMPLE NI C B 35 IP3 1 = SLIP x GROOVE ADAPTOR a s W DROPPED SOFFIT CEILING. HEIGHT VARIES; FLOOR CONTROL VALVE DETAILQ. - = SLIP x THREAD COUPLING CHECK WITH CONTRACTOR. 5 H v ■8 o0 00 13 ITEM QTY SIZE DESCRIPTION MANUFACTURER MODEL Q STEEL FITTER/LISTER NOTES I I R20)442'-9' 1❑ 1 2" SHOTGUN RISER GROOVED WITH: urylr q1LU 11%"TJI@1s"O.C. 1 11/4" TEST AND DRAIN ASSEMBLY AGF 1011 36 �1 1 1. ALL HANGERS AND EARTHQUAKE BRACING SHALL BE INSTALLED PER NFPA#13 STANDARDS. 2" WATER FLOW SWITCH POTTER ELECTRIC VSR-F U�33yB2 2. SEE SHEET FP-4 FOR HANGER AND EARTHQUAKE BRACE DETAILS. 1/4" PRESSURE GAUGE ASHCROFT 1005P B 1 AF 3. HANGER RODS LESS THAN 6" LONG SHALL QUALIFY AS LATERAL EARTHQUAKE BRACES PER S7 (] 2" BUTTERBALL VALVE W/ TAMPER SWITCH MILWAUKEE BBVSC100 C I I I III3 14�_R NFPA #13-2013 9.3.5.5.10. 6+ 1. 1. 1. ❑3 SWING CHECK VALVE GLOBE RCV s C13 0 8'-0"GWB SOFFIT CPVC FITTER/LISTER NOTES 5 " T LO ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: �0. = = o 12"TJI JOIST - �12"TJIJOIST- 1. ALL PIPE TO BE 1" CPVC U.N.O. UNIT D2 302 NO BLOCK HANGER W/ (2 ) f 5/16" x 1" HEX HEAD SCREW — STANDPIPE IS — 2. ALL DROPS TO BE 1" CPVC W/ 1" x 1/2" CPVC REDUCER U.N.O. C/L OF PIPE (SIDE MOUNT BRACKET W/ C/L OF PIPE CONTROL VALVE O (2) 5/16"x 1" HEX HEAD SCREW J I STAIRS 3. ALL CPVC PIPING TO BE INSTALLED AT 6" BOO U.N.O. 4. INSTALL A HANGER WITHIN 6" OF A PENDENT SPRINKLER TO PREVENT UPWARD MOVEMENT IN THE SPRINKLER PIPING. GYPSUM BOARD CEILING GYPSUM BOARD CEILING S _ _ - - UNITDs 338 — —_ — —_ 932- 5. ALL HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING R1 432-9" 121 P.T. SLAB a AS FOLLOWS TYPE 'S' HANGER TYPE 'C' HANG ER = = _ -� 15 a 1" CPVC 6'-0" C/C 16 d a as a U 1.25" CPVC 6'-6" C/C 1.5" CPVC 7'-0" C/C 6+ti`� SB v 2" CPVC 8'-01, C/C 11'-3"GWB CEILING 3'-9' 18'-10" 11'-2.5" 6-2.5' S_9" 6. FITTER TO VERIFY ALL CEILING ASSEMBLIES AS TO THICKNESS AND LAYERS OF R.0 CHANNEL AND GYPSUM WALLBOARD PRIOR TO CUTTING DROPS. 7. MAXIMUM SPACING OF RELIABLE RES49 RECESSED SPRINKLERS SHALL BE 16' x 16, WITH A MAXIMUM SPACING OF 8' FROM A WALL. MINIMUM DISTANCE BETWEEN SPRINKLERS SECTION - RISER TO R1 LEVEL 76'-2.5" SHALL BE W. 8. ALL UNIT SEPARATION WALLS ARE 1 HOUR RATED U.N.O FP6 ROOM 302 - FACING NORTH `J ((;) CD ■ (() CC OB (q ) 9. ROOF STRUCTURE CONSISTS OF 2 x 10'S AT 24" O.C. TYPICAL AND 2 x 6 JOISTS AT 24" O.C. SCALE 1/2"=1'1" IN CORRIDORS. CHECK STRUCTURAL PLANS FOR EXCEPTIONS. LEVEL R ♦1 SPRINKLER PLAN- SOUTH HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH r W S G SYM MANUFACTURER S.I.N. TYPE MODEL $PFix " F8C„,`,;,EON OR— s,g Nnri� °°"°°TM AFF ABOVE FINISHED FLOOR N0. DATE BY REASON FOR REVISION ■ 11VASH IFICATCERTE OF COMPETENCY STATE SMITH FIRE SYSTEMS, INC. RELIABLE RA3516 REC. SSP F1-RES49 WHITE WHTF7 4.9K 1/2" 155° 284 SLID BOTTOM OF DECK-B BOTTD OF 12) CENTERLINE STRUCTURE INFPIPE INCHESO REFERENCED 1 8/19/21 B.W.AHJ REVIEW COMENTS GRE CONSTRUCTION FIRE PROTECTION SPRINKERS SYSTEM 5 5 1106 54th AVE EAST Bod BOTTOM OF JOIST BOD 7 TACOMA, WA 98424 BOP BOTTOM OF PURUN , — / CONTR. REG. NO. SMITHFS1360T ♦ RELIABLE RA3516 REC. SSP F7-RES49 WHITE WHTF7 4.9K 1/2" 175° 53 LETTER EARTHQUAKE SWAY BRACE Nicholas James Scott SIT BOTTOM OF TRUSS LETTER INDICATES TYPE 1 Bus: 253 926 - 1880 FAX: 253 926 - 2350 crs cur To surr � ( ) ( ) Fo FIELD ORDER 2801 ALASKAN WAY n r n I I n ■ RELIABLE RA1414 REC.SSP F7-FR56 WHITE WHTF1 5.6K 1/2" 15F 24 4-WAY EARTHQUAKE SWAY BRACE 0627-1019-C Level 3 1 IFOW INSIDE FACE OF WALL ,:}. SEATTLE, WA 98407 11''C C O U 6 NAS OUTSIDEFACEOFWALL LETTER INDICATES TYPE Smith Fire Systems, Inc. CD I HWY 99 EDMONDS APTS NAS NO AUTO. SPRINKLERS UNo UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER: YUCHUN SANTORY �" 01 SMITHFS1360T R1 ELEVATION ABOVE REFERENCED PHONE: 253-752-2185 x225 Aug 23 2021 23326 HIGHWAY 99 POINT IN FEET AND INCHES 1 CELL: ' I CITY M EDMONDS TSERVICES EDMONDS, WA 98026 O HYDRAULIC CALCULATION NODE SUPERINTENDENT : Expires DEVELOPMENT SERVICES — FLEXIBLE COUPLING PHONE: 12/31 21 , DEPARTMENT Signature_ _ _ _ _ _ _ _ DESIGNER PROJECT MGR DATE SHEET JOB NO. RIGID COUPLING FAX: L TOTAL THIS SHEET 361 CERTIFICATE OF COMPETENCYSTAMP KEY PLAN BILL WOLF I B. COOK 1 7-9-2021 1 6 OF 10 NC20001 0 0 CVV \ V Y Y J\ I O llJ \ I I / O O p O 306'-10.5' q � O � O O 2'-5.5"Y �lfl lll�( 1' -1.5" 30'-10.5" 13-9.5" I 3'I ;' 16'-T MI.. 22'-0" 16,3" 16'-3" 22J-8 '-0' 22'-0" 11"T 16'" 12'" 6'-2.5' 31'1" 3'-9" I 5'- 8-9 I I I I I I I + I I I I I I LEVEL R2 SPRINKLER PLAN 0 B 16 SCALE 1/8"=1'-0" 10-0 1.5 = CPVC PIPING EXAMPLE d = SLIP x GROOVE ADAPTOR = SLIP x THREAD COUPLING = DROPPED SOFFIT CEILING. HEIGHT VARIES; CHECK WITH CONTRACTOR. ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: 2. ALL DROPS TO BE 1" CPVC W/ 1" x 1/2" CPVC REDUCER U.N.O. 3. ALL CPVC PIPING TO BE INSTALLED AT 6" BOD U.N.O. 4. INSTALL A HANGER WITHIN 6" OF A PENDENT SPRINKLER TO PREVENT UPWARD MOVEMENT IN THE SPRINKLER PIPING. 5. ALL HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS 1" CPVC 6-0" C/C 1.25" CPVC 6-6" C/C 1.5" CPVC 7'-0" C/C 2" CPVC 8'-0" C/C 6. FITTER TO VERIFY ALL CEILING ASSEMBLIES AS TO THICKNESS AND LAYERS OF R.0 CHANNEL AND GYPSUM WALLBOARD PRIOR TO CUTTING DROPS. 7. MAXIMUM SPACING OF RELIABLE RES49 RECESSED SPRINKLERS SHALL BE 16' x 16' WITH A MAXIMUM SPACING OF 8' FROM A WALL. MINIMUM DISTANCE BETWEEN SPRINKLERS SHALL BE W. 8. ALL UNIT SEPARATION WALLS ARE 1 HOUR RATED U.N.O 9. ROOF STRUCTURE CONSISTS OF 2 x 10'S AT 24" O.C. TYPICAL AND 2 x 6 JOISTS AT 24" O.C. IN CORRIDORS. CHECK STRUCTURAL PLANS FOR EXCEPTIONS. o- o- SN2 (B-B) ITEM QTY SIZE DESCRIPTION MANUFACTURER MODEL 0 1 2" SHOTGUN RISER GROOVED WITH: -- 1 1 1/4" TEST AND DRAIN ASSEMBLY AGF 1011 2" WATER FLOW SWITCH POTTER ELECTRIC VSR-F 1/4" PRESSURE GAUGE ASHCROFT 1005P ❑2 2" BUTTERBALL VALVE W/TAMPER SWITCH MILWAUKEE BBVS010 n SWING CHECK VALVE GLOBE RCV 12" TJI JOIST � WW C/L OF PIPEmT} '1�1 f SIDE MOUNTBRACKEX ETSC LL DE TBRACKET W1 REW GYPSUTA BOARD CEILING `GYPSUM BOARD CEILING 31-9i 18'-10" 00 11'-2.52.5�6-2.5�11'-2.52.5�11'-2.5" 76'-2 5' CD �D C� CC 0 0 [67 0 13 U) z_ rr 0- 0 W U W m O O Lo z O U O LEVEL R2 SPRINKLER PLAN F I R2 0 21-0 0 7 0 J� TACOMA, WA 98424 CONTR. REG. NO. SMITHP L Bus: (253) 926 - 1880 FAX: (253) 92 Mr-O V 6 HWY 99 EDMONDS APTS Aug 23 2021 23326 HIGHWAY 99 CITY OF EDMONDS EDMONDS, WA 98026 DEVELOPMENT SERVICES DEPARTMENT DESIGNER PROJECT MGR I DATE SHI KEY PLAN BILL WOLF B. COOK 1 7-9-2021 7 C 04M ® O O �69 �bill— 01 I I ■ill ■I®I ■®I I I I ■®u ■ �I: ■ �I: ■■I: IUNIT D4I I ■ �u: I L III I ■ice' ■ice' ' I5o9mi I i ■IIII] ■IIII iY I I I i iill� I I I - - ■I. . fi 1 I I I'I II . ■I Nil IiY�O YII►MW YIILMW YIIIVAV �1 iill�i '�1- t•I►GW YII" �• "' �IC� I�Iw I III � �Ir � ■III __� ■Ill = ■III �-� �� � i���' .Ill C ■III ��i � � i- i� � �I ■I I■!= ■I = ■I III � � I al = fl = ■I I��I � I - I� III ■Irl I rl r•Irl I I I ■ i rl pal �Irl LEI ■Irl I��i ■ i 7 i! �aZ Lam_ LEI �I_ C LI I�■ . -. 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I I I� I �• � - I� a ei■1 It II■' I ��I I--iiil] Eii -- I - ICI �r Y ICI �r�I �r IIII f b°IIII I�1 �� � ,�J � _ �i i� li.'■�� - � II■- _ fl II■- _ fi, �- ;� fl I - ! � I' 1a.1� � , �.� �� ■I �� ■�I � _� ■I I III ■r HEM, I ' ■III ■III ■III �� LI IIIIIIIIIBL� II=II N ® 'Il=I oCm- I •i J m I a.EJ N I •Ici� 1IM0 fill MINI �I�■I0� ®I ■I1 milli ■IIII ■IIII- \�s \u' ��z i i ■111 ■ILA ■11- - _---- I I ■,mli ■�mli ■mlli w m v m o � ■ -M I 1r3::0i511I9ro11l-lJlroYll■11111 �'A� �� � � � Irl�■�Itl���■��■fir=--- INlll 11 lain WYI YY■YI�IYYYY _ l�llil �"II �•��- �NIIII 11 ;I Iillf■IIE l II �■lI eal��IIII I - �■ .■I I;I�IIfill, I�Lllj io 0 0 0 —0 10 Eel DNITICII I I I I I I I I I I I I I I I I UNITC11 iV 532 53 \/ (J�Z LEVEL R3 SPRINKLER PLAN 7 12 Z SCALE 1 /8— V-0' fr o-T CPVC FITTER/LISTER NOTES 6N2 0— s BI a 4 DI sap 11 J D 5 1 Q ALL CPVC PIPING TO BE INSTALLED AS FOLLOWS: — I� I I I I 1. ALL PIPE TO BE 1"CPVC U.N.O. w 2. ALL DROPS TO BE 1" CPVC W/ 1" x 1/2" CPVC REDUCER U.N.O. FLOOR CONTROL VALVE DETAIL L 7z H„ U 3. ALL CPVC PIPING TO BE INSTALLED AT 6" BOD U.N.O. 13 ITEM OTY SIZE DESCRIPTION MANUFACTURER MODEL 4. INSTALL A HANGER WITHIN 6" OF A PENDENT SPRINKLER TO PREVENT UPWARD 0 1 2" SHOTGUN RISER GROOVED WITH: Q MOVEMENT IN THE SPRINKLER PIPING. 1 1 1/4" TEST AND DRAIN ASSEMBLY AGF 1011 I = 5. ALL HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING 2" WATER FLOW SWITCH POTTER ELECTRIC VSR-F AS FOLLOWS I� 11 1/4" PRESSURE GAUGE ASHCROFT 1005P I NI BI 1" CPVC 6'-0" C/C s 6 u 53' 1.25" CPVC 6'-6" C/C ❑2 2" BUTTERBALL VALVE W/TAMPER SWITCH MILWAUKEE BBVSC100 1.5" CPVC 7'-0" C/C F31SWING CHECK VALVE GLOBE RCV o s 14 2" CPVC 8':0" C/C O 6. FITTER TO VERIFY ALL CEILING ASSEMBLIES AS TO THICKNESS AND LAYERS OF R.0 2 m C13 0 CHANNEL AND GYPSUM WALLBOARD PRIOR TO CUTTING DROPS.LO 7. MAXIMUM SPACING OF RELIABLE RES49 RECESSED SPRINKLERS SHALL BE 16' x 16' a o — — o 0 WITH A MAXIMUM SPACING OF 8' FROM A WALL. MINIMUM DISTANCE BETWEEN SPRINKLERS = _ _ _ _ SHALL BE W. — — — — O — — I 8. ALL UNIT SEPARATION WALLS ARE 1 HOUR RATED U.N.O �12'TJIJOIST 12' TJI JOISTAIR B —_ fNO BLOCK HANGER W/(2) 5/16.1-HEXHEAD SCREW SNIT-DT 9. ROOF STRUCTURE CONSISTS OF 2 x 1 O'S AT 24" D.C. TYPICAL AND 2 x 6 JOISTS AT 24" O.C. C/LOFPIPE C/L OF PIPE m� (SIDE MOUNT BRACKET W/ 536 IN CORRIDORS. CHECK STRUCTURAL PLANS FOR EXCEPTIONS. U U 2)511s'1,' HEXHEADscREw PIPINGLEGEND `GYPSUM BOARD CEILING GYPSUM BOARD CEILING 1.5 = STEEL PIPING EXAMPLE TYPE 'S' HANGER TYPE 'C' HANGER - — — 10-0 1.5 = CPVC PIPING EXAMPLE 4 = SLIP x GROOVE ADAPTOR 1'-z.s" V-2.5" = SLIP x THREAD COUPLING - + — DROPPED SOFFIT CEILING. HEIGHT VARIES; CHECK WITH CONTRACTOR. 76'-2 5' O O LEVEL R3 SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SYM MANUFACTURER S.I.N. TYPE MODEL "PF,,�� F8C„,`,;,EON °;,- 's,g AFF ABOVE FINISHED FLOOR N0. DATE BY REASON FOR REVISION ■ r WASHINI ITATE SMITH FIRE SYSTEMS, INC. CENTERLINE ORELIABLE RA3516 REC. SSP F1-RES49 WHITE WHT F1 4.9K 1/2" 155' 292 BCERTIFICATE OF COMETENCY �oD BOTTOM OF DECK 12 STRUCTURE INFINCHESPIPE TO REFERENCED 1 8/19/21 BW AHJ REVIEW COMENTS GRE CONSTRUCTION 1 FIRE PROTECTION SPRINKLERS STEM$ 1 5 5 1106 54th AVE EAST BoJ BOTTOM OF JOIST BOD 7 TACOMA, WA 98424 BOP BOTTOM OF PURUN I 1 � / CONTR. REG. NO. SMITHFS1360T ♦ RELIABLE RA3516 REC. SSP F7-RES49 WHITE WHTF7 4.9K 1/2" 175° 59 LETTER EARTHQUAKE SWAY BRACE Nicholas James Scott BIT BOTTOM OF TRUSS LETTER INDICATES TYPE 1 1 Bus: 253 926 - 1860 FAX: 253 926 - 2350 crs cur To surr � ( ) ( ) Fo FIELD ORDER 2801 ALASKAN WAY r% � r% 1 1 r% OFO■ RELIABLE RA1414 REC. SSP F7-FR56 WHITE WHTF7 5.6K 1/2" 155° 6 4-WAY EARTHQUAKE SWAY BRACE 1 0627-1019-C Level 3 1 IFOW INSIDE FACE OF WALL ,:}. SEATTLE, WA 98407 m C O U 6 NAS OUTSIDEFACEOFWALL LETTER INDICATES TYPE I Smith Fire Systems, Inc. o I HWY 99 EDMONDS APTS NAS NO AUTO. SPRINKLERS UNO UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER: YUCHUN SANTORY �" 01 1 SMITHFS1360T RI Aug 23 2021 ELEVATION ABOVE REFERENCED PHONE: 253-752-2185 X225 23326 HIGHWAY 99 POINT IN FEET AND INCHES CELL: 1/41w� �I CITY M EDMONDS TSERVICES EDMONDS, WA 98026 O HYDRAULIC CALCULATION NODE SUPERINTENDENT : Expires DEVELOPMENT SERVICES — FLEXIBLE COUPLING PHONE: 1 12/31 21 1 DEPARTMENT Signature_ _ _ _ _ _ _ _ DESIGNER PROJECT MGR DATE SHEET JOB NO. ----I� RIGID COUPLING FAX - T - TOTALTHISSHEET 359 CERTIFICATEOFCOMPETENCYSTAMP KEY PLAN BILL WOLF I B. COOK 7-9-2021 8 OF 10 NC20001 p OU ( CS p(p CQ q p 6-7" 30'-10.5�13'-9.5��5'-5�g_g��16�-3�34'-0" - 1 MOST DEMANDING AREA: 4TH FLR RES. DENSITY: 10 OVER 8 SPRINKLERS DEMAND AT BOR: 107.8 GPM @ 31.7 PSI _ SYSTEM DEMAND AT SRC: 207.8 GPM Q 63.4 PSI REQUIRED PRESSURE IS 63.4 (12%) LESS THAN UNIT B7 _ _ UNIT B7 _ _ I UNIT 61_ AVAILABLE PRESSURE (FILE: HWY 99 4TH FLR RES) 605 606 607 LEVEL R4 SPRINKLER PLAN Z 0 8 16 SCALE 1/8"=V-0" CPVC 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. ALL CPVC PIPING TO BE INSTALLED AT 6" BOD U.N.O. 4. INSTALL A HANGER WITHIN 6" OF A PENDENT SPRINKLER TO PREVENT UPWARD MOVEMENT IN THE SPRINKLER PIPING. 5. ALL HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS 1" CPVC 6-0" C/O 1.25" CPVC 6'-6" C/C 1.5" CPVC 7'-0" C/C 2" CPVC 8'-0" C/C 6. FITTER TO VERIFY ALL CEILING ASSEMBLIES AS TO THICKNESS AND LAYERS OF R.0 CHANNEL AND GYPSUM WALLBOARD PRIOR TO CUTTING DROPS. 7. MAXIMUM SPACING OF RELIABLE RES49 RECESSED SPRINKLERS SHALL BE 16' x 16' WITH A MAXIMUM SPACING OF 6' FROM A WALL. MINIMUM DISTANCE BETWEEN SPRINKLERS SHALL BE W. 8. ALL UNIT SEPARATION WALLS ARE 1 HOUR RATED U.N.O 9. ROOF STRUCTURE CONSISTS OF 2 x 10'S AT 24" O.C. TYPICAL AND 2 x 6 JOISTS AT 24" O.C. IN CORRIDORS. CHECK STRUCTURAL PLANS FOR EXCEPTIONS. 1.5 CPVC PIPING EXAMPLE 4 = SLIP x GROOVE ADAPTOR = SLIP x THREAD COUPLING DROPPED SOFFIT CEILING. HEIGHT VARIES; CHECK WITH CONTRACTOR. o p p 306-10.5" 22'-0' o- o-T SN2 (B B) v 4 16'-3' 17 1 2" SHOTGUN RISER GROOVED WITH: -- 1 1 1/4" TEST AND DRAIN ASSEMBLY AGF 1011 2" WATER FLOW SWITCH POTTER ELECTRIC VSR-F 1/4" PRESSURE GAUGE ASHCROFT 1005P ❑2 2" BUTTERBALL VALVE W/ TAMPER SWITCH MILWAUKEE BBVS0100 n SWING CHECK VALVE GLOBE RCV C/L OF PIPEbL JWA f SIDE MOUNT BRACKET W/ (2) 5/16"x 1" HEX HEAD SCREW \ `GYPSUM BOARD CEILING TYPE 'S' HANGER NO BLOCK HANGER W/ (2 ) 5/16"x1"HEX HEAD SCREW PIPE 1-- GYPSUM BOARD CEILING TYPE 'C' HANGER O 16-T 22'-0" p O 22'-0' + 16'4" 0 18'-10" Q O O �12'-8�6'-2.58�6'-2,5" + 00 4 Fl 1'-2.5' 11'-2.5' 6-2.5" /_ 11'-2.5' 76-2 5" Co O O O 0 0 0 0 0 LEVEL R4 SPRINKLER PLAN 1 SMITH FIRE SYSTEMS, INC. F I R2021-0070 [ 'T TAC AVE EAST TACOMA, MA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 - 1880 FAX: (253) 926 - 2350 Mr-O V 6 HWY 99 EDMONDS APTS Aug 23 2021 23326 HIGHWAY 99 CITY OF EDMONDS EDMONDS, WA 98026 DEVELOPMENT SERVICES DEPARTMENT DESIGNER PROJECT MGR I DATE I SHEET JOB NO. KEY PLAN BILL WOLF B. COOK 1 7-9-2021 1 9 OF 10 NC20001 q p CS Y CR(CO q 0 (� 2-11'-1.5" 30'-10.5" 13'-9.5" 5'1 SI + 34'1 22'1 1 - HMOST DEMANDING AREA: 5TH FLR RES. DENSITY: 10 OVER 8 SPRINKLERS DEMAND AT BOR: 107.7 GPM @ 28.6 PSI _ SYSTEM DEMAND AT SRC: 207.8 GPM @ 64.6 PSI SNIT B1 UNMBt- "MT B1- REQUIRED PRESSURE IS(,0%)LESS THAN 705 708 - - - - 2 AVAILABLE PRESSURE (FILE: HWY 99 STH FLR RES) - 7 0 o UNIT D3 UNIT Cl UNIT D3 109- - - - 1.5 1.5 1.5 1.5 1. 711 710 - - - - - - - - 01 - - - - 6 - - - UTILITY 1- IIIIIII @_ - CORRI Ft L 700 2 2 2 2 1 2 1 1 2 1 2 2 LL 1, IA, 0 0 0 - C4N - -- - -- -- �I LEVAToR - - - - - U 71p38� Lu - - - - - - \ F 3 N - STAIR A a UNITC7 UNITC7 0 708 m - - - $ NI 2\ S - 71112 U T Q7 701 � f xc x2 XB \ X3 A i FP 1 XA LEVEL R5 SPRINKLER PLAN Z 0 8 16 SCALE 1/8"=1'-0" CPVC 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. ALL CPVC PIPING TO BE INSTALLED AT 6" BOD U.N.O. 4. INSTALL A HANGER WITHIN 6" OF A PENDENT SPRINKLER TO PREVENT UPWARD MOVEMENT IN THE SPRINKLER PIPING. 5. ALL HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURER'S LISTING AS FOLLOWS 1" CPVC 6'1 C/C 1.25" CPVC 6'-6" C/C 1.5" CPVC 7'-0" C/C 2" CPVC 8'1 C/C 6. FITTER TO VERIFY ALL CEILING ASSEMBLIES AS TO THICKNESS AND LAYERS OF R.0 CHANNEL AND GYPSUM WALLBOARD PRIOR TO CUTTING DROPS. 7. MAXIMUM SPACING OF RELIABLE RES49 RECESSED SPRINKLERS SHALL BE 16' x 16- WITH A MAXIMUM SPACING OF 8' FROM A WALL. MINIMUM DISTANCE BETWEEN SPRINKLERS SHALL BE W. 8. ALL UNIT SEPARATION WALLS ARE 1 HOUR RATED U.N.O 9. ROOF STRUCTURE CONSISTS OF 2 x 1 O'S AT 24" O.C. TYPICAL AND 2 x 6 JOISTS AT 24" O.C. IN CORRIDORS. CHECK STRUCTURAL PLANS FOR EXCEPTIONS. PIPING LEGEND 1.5 - STEEL PIPING EXAMPLE 10-0 1.5 - CPVC PIPING EXAMPLE 41 = SLIP x GROOVE ADAPTOR = SLIP x THREAD COUPLING = DROPPED SOFFIT CEILING. HEIGHT VARIES; CHECK WITH CONTRACTOR. © o © m IN 0 0 © o0 0 0 _- lid li] _-__ __ -= fi] li li■ --__ ___ -- I� I�� III 'I■ II� - ■�_' ■lid ■Y, Yii � , ■III_ ■I�� ■III I� il�r� �71I� - �� i� ■11� inEl � Ili I -• JI `■ I �I■ ``rw I�■I I I■Irl �� E� I ��■I `1"i" '_� �II�"r �■ ,� -l�i� 1Ci .I. - .I.Mori_R --_III ■G�■� ■ 7 III : I m II 111 mm Ir: -III11� :�I il�i ■� �I111■I GIJI .I II�uIII�.�IU■� ■ ■■��Ul�.�lil� I� �:IC�1�� „LJ - i�11� I I I�'�� I� ,10 ��C �■ �■I�■I■"111■■r7nlll�l■I � �I���II011111, +�I ® I �I���■�� � �' �� �II�IIII��II�I■ems==mil �I n � _ 0A 0I IIIII I■ / GIII iii ■� ii ���■I 111■I - �I =ICI =� ■r .ILI I I I !!��II �� II�� ���♦ ��I��� � � I�• - U���I���� am ■ - - ■� � Ili, I!!�■[i , � '���® - I ■'i'►4�I � I ■'il!_� ©II���• I��I� �IIIII■ - ���i �� r��■■r■A■■■� - �i�i�i oil ■I■=J lull fUNIT Bi 7129 WJ �Y �-- I WYlluu■■IL;�Iu■.uli■■■�■ it �®N 111 2 ■i1 I■�.■■.I�I �I ill�u,.�l�.�l■■ I FLOOR CONTROL VALVE DETAIL ITEM CITY SIZE DESCRIPTION MANUFACTURER MODEL 0 1 2 1/2" SHOTGUN RISER GROOVED WITH: -- 1 1 1/4" TEST AND DRAIN ASSEMBLY AGF 1011 1 2 1/2" WATER FLOW SWITCH POTTER ELECTRIC VSR-F 1 1/4" PRESSURE GAUGE ASHCROFT 1005P 0 1 2 1/2" BUTTERFLY VALVE W/ TAMPER SWITCH KENNEDY G300 [a] 1 2 1/2" SWING CHECK VALVE GLOBE RCV Foul � 1.1� ���IIIII!■�■�iiui�� i� IIII ------ n■ Ii1l IIIII ■e1 III I ���I■I� "RIIr� liM�:�l� �� 1 L ��■�■■ Imo.]■ n ' ■nl�■11■IA• r■■«I II IV■ ��IJ ■1173 IIINII it uYi. I■ �I I i�71 GT _1■I II I!� -, Il��finr�■ II 111 I c �I-.�-�d� ■�UI�I `� I■IIJ ���■ '- ���I I� I ��I■I�0�1■A EN�L II . `�E :�i i �L = ■i■■ii■■■■■■ .� I '1h 1 ■■i NOUN ■■r11 IUNTBi ATTIC INSULATION TENTED '-' ------------_-'OVER SPRINKLER PIPING ===ATTIC INSULATION TENTED __________________ OVER SPRINKLER PIPING UNIT D7 - �✓� 12' TJI JOIST 1 12" TJI JOIST 1 NO BLOCK HANGER W/ (2 ) 5/16" x 1" HEX HEAD SCREW C/L OF PIPE�F \- C/L OF PIPET SIDE DE MOUNT BRACKET W/ SI MO 1" HEX HEAD SCREW L GYPSUM BOARD CEILING GYPSUM BOARD CEILING TYPE 'C' HANGER TYPE 'S' HANGER 3'-9" 18.10 IN ATTIC IN ATTIC 1 A i�1 11�1'UNIT IDS 11'-2.5" 6'-2.5" 11'-2.5" 18'-10" 3.-9 I � 76'-2.5' 66b@ 6 6 io IWO i -0 i -0 i -0 io ARE U/ z 0 W U 0 W m �OR L/ LEVEL R5 SPRINKLER PLAN 1 SMITH FIRE SYSTEMS, INC. F I R2021-0070 [ 'T TAC AVE EAST TACOMA, MA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 - 1880 FAX: (253) 926 - 2350 Mr-O V 6 HWY 99 EDMONDS APTS Aug 23 2021 23326 HIGHWAY 99 CITY OF EDMONDS EDMONDS, WA 98026 DEVELOPMENT SERVICES DEPARTMENT DESIGNER PROJECT MGR I DATE I SHEET JOB NO. KEY PLAN BILL WOLF B. COOK 1 7-9-2021 1 10 OF 10 NC20001