ABOVE FINISHED FLOOR BOTTOM OF TRUSS BOTTOM OF PURLIN BOTTOM OF JOIST BOTTOM OF DECK BOTTOM OF BEAM INSIDE FACE OF WALL UNLESS NOTED OTHERWISE NO AUTO. SPRINKLERS OUTSIDE FACE OF WALL BOP CTS BOT OFOW NAS IFOW UNO FO CUT TO SUIT FIELD ORDER AFF BOD BOJ BOB HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING ELEVATION ABOVE REFERENCED 2-WAY EARTHQUAKE SWAY BRACE 4-WAY EARTHQUAKE SWAY BRACE CENTERLINE OF PIPE TO REFERENCED LETTER INDICATES TYPE LETTER INDICATES TYPE STRUCTURE IN INCHES HANGER LOCATION POINT IN FEET AND INCHES A A BOD 12 REVISIONS REASON FOR REVISION NO. BY DATE KEY PLAN HANGER LEGEND !CAUTION! 50% REDUCED PRINTS AS-BUILT SITE PLAN CERTIFICATE OF COMPETENCY STAMP SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLER FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY SPRINKLER LEGEND TOTAL THIS SHEET OF FAX: ( 253 ) 926 - 2350 CONTR. REG. NO. SMITHFS1360T TACOMA, WA 98424 1106 54th AVE EAST Bus: ( 253 ) 926 - 1880 DATE DESIGNER SHEET JOB NO. OF PROJECT MGR FAX: ( 253 ) 926 - 2350 CONTR. REG. NO. SMITHFS1360T TACOMA, WA 98424 1106 54th AVE EAST Bus: ( 253 ) 926 - 1880 DATE DESIGNER SHEET JOB NO. PROJECT MGR TC12012 EAST FIR APARTMENTS BUILDING A 1105 EAST FIR SEATTLE, WA 98122 1 10 AARON N. 11/20/2013 B. COOK CONTRACT WITH PROJECT MANAGER : PHONE : FAX : SUPERINTENDENT : PHONE : FAX : ANDERSEN CONSTRUCTION COMPANY 900 POPLAR PL. SEATTLE, WA 98144 BEN BRODSKY 206-396-7095 206-763-6710 SPANKY BARNES 253-358-0102 SITE PLAN N SECTION A/1 FACING SOUTH NTS 0 10 50 SCALE 1" = 20' 30 20 40 CLASS 1 PER NFPA 14 - 2007 EDITION COMBINATION STANDPIPE 5. FIRESTOPPING. 4. ALL UNDERGROUND WORK. 2. ELECTRICAL WIRING OF ANY KIND. 1. PAINTING OR LABELING OF SPRINKLER PIPING. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. SCOPE OF WORK CLARIFICATIONS EXCLUSIONS 1. ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A 0,1,080 2) ) 72 35(9(17 )5((=,1* ORDINARY GROUP 1 HAZARD PER NFPA 13 - 2007 EDITION DESIGN DENSITY: .15 GPM/SQ. FT. OVER 1950 SQ. FT. LIGHT HAZARD PER NFPA 13 - 2007 EDITION DESIGN DENSITY: .10 GPM/SQ. FT. OVER 900 SQ. FT. OFFICE PARKING 2. INSULATION CONTRACTOR TO PROVIDE TENTING OF ATTIC INSULATION OVER THE WET SPRINKLER PIPING IN THE ATTIC TO PROTECT THE SYSTEM FROM FREEZING. SMITH FIRE SYSTEMS (SFS) WILL INSTALL A COMBINATION WET PIPE SPRINKLER/STANDPIPE SYSTEM WITH SECTIONAL FLOOR CONTROL VALVES TO PROTECT THE INTERIOR OF THE BUILDING. A DRY SYSTEM WILL BE INSTALLED TO PROTECT THE COLD GARAGE AREA. A CLASS 1 WET STANDPIPE WILL BE INSTALLED IN BOTH STAIRWELLS WITH 2 1/2" FIRE HOSE VALVES. SFS WILL START INSIDE THE BUILDING AT A 6" SUPPLY FLANGE. THE SYSTEMS WILL BE INSTALLED PER NFPA 13, 2007 EDITION & NFPA 14, 2007 EDITION AND PER THE CITY OF SEATTLE. RESIDENTIAL AREAS: PER NFPA 13 - 2007 EDITION. THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED PIPE SIZE 1 1/2 1 1/4 3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: 1 2 3/4 0.0312 0.0495 CAPACITY IN GALLONS 0.1042 0.1637 0.0793 END PREP TYPES ALLOWED 0.088 0.107 0.151 0.186 0.133 WALL THICKNESS ** PER SDR 13.5 ASTM F 442 0.874 1.101 1.598 2.003 1.394 INTERNAL DIAMETER PLAIN END PLAIN END PLAIN END PLAIN END PLAIN END 0.427 0.674 1.412 2.223 1.078 WEIGHT OF WATER / PIPE 3.94 2.83 2.05 2.92 5.10 0.044 0.198 0.122 0.078 0.298 CAPACITY IN GALLONS WEIGHT OF WATER / PIPE 17.300 23.030 40.080 11.03 1.144 2.78 0.758 1.649 7.18 0.448 END PREP TYPES ALLOWED 2.185 1.710 1.380 1.049 2.703 0.095 0.140 0.095 0.133 0.086 INTERNAL DIAMETER WALL THICKNESS 2 FLOW PIPE FLOW PIPE 40 40 1 FLOW PIPE 1 1/2 1 1/4 2 1/2 PIPE SIZE SCHEDULE 5.295 6.357 8.249 4.298 0.134 0.134 0.188 0.101 10 5 ** ** 6 8 4 FLOW PIPE ** WALL THICKNESS PER NFPA # 13 3.314 3 FLOW PIPE 0.093 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING ) ROLL GROOVED, PLAIN END ( FOR BUTT WELDING ) ROLL GROOVED, PLAIN END ( FOR BUTT WELDING ) ROLL GROOVED, PLAIN END ( FOR BUTT WELDING ) ROLL GROOVED, PLAIN END ( FOR BUTT WELDING ) STEEL PIPE ASTM A - 795 OR BETTER ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING ) ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING ) THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED ROLL GROOVED, PLAIN END ( FOR BUTT WELDING ) 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( ||| ) WHICH ARE FLEXIBLE. GENERAL NOTES 4 4 2 1/2" 1/2" 4 1/2" THREAD SIZE TEMP. RATING QUANTITY 1 1 1/2" 4 BRZ CHROME WHITE HEAD FINISH SSU SSP SSP TYPE F1FR56 F1FR56 F1RES49 MODEL BRZ SSU F1FR56 5.6 5.6 SPARE SPRINKLERS & WRENCHES 4.9 5.6 RELIABLE RELIABLE RELIABLE RELIABLE MANUFACTURER RELIABLE MODEL D HEAD WRENCH RELIABLE MODEL GFR1 SPRINKLER WRENCH 1 K FACTOR 2 MODEL # 350ABGVIC DESCRIPTION 4" SIZE 1 QTY. RISER EQUIPMENT LIST DOUBLE CHECK VALVE ASSEMBLY WITH BUTTERFLY CONTROL VALVES WITH BUILT IN SUPERVISORY SWITCHES. MANUFACTURER WILKINS A-4 2 12 HEAD RELIABLE 9 1 ITEM 1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE. SPARE HEAD CABINET CONTAINING THE FOLLOWING: 5,6(5 5220 0867 %( 0$,17$,1(' %< 27+(56 $7 $ 0,1,080 2) ) 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. 7 1 400 GAL AIR COMPRESSOR GAST 5LCA-22-M550NGX PROPERTY LINE NEW UNDERGROUND BY OTHERS STREET CENTERLINE NEW VALVE BY OTHERS EXISTING HYDRANT EXISTING UNDERGROUND NEW METER BY SPU SITE PLAN SYMBOLS FLANGE PLAN N 4 2 0 SCALE 1/2"=1'-0" RISER DETAIL 4 2 0 SCALE 1/2"=1'-0" FACING WEST DESIGN CRITERIA DESIGN DENSITY: .10 GPM/SQ. FT. OVER THE MOST DEMANDING 4 SPRINKLERS AND PER THE SPRINKLER LISTING STATIC PRESSURE: RESIDUAL PRESSURE: FLOW: DATE OF TEST: TEST LOCATION SOURCE: 81 PSI 20 PSI EAST FIR AND 11TH AVE 236' 4-19-13 2300 GPM ELEVATION: WATER SUPPLY INFORMATION MODEL PROVIDED BY SEATTLE PUBLIC UTILITIES --- 1 AIR MAINTENANCE DEVICE A2 RELIABLE --- 1 PRESSURE SWITCH/ SUPERVISORY AIR PS40 POTTER ELECTRIC --- 1 PRESSURE SWITCH- ALARM PS10 POTTER ELECTRIC 4 5 6 RELIABLE DDXLP DRY PIPE VALVE W/ BUTTERFLY VALVE 1 4" W/ BUILT IN TAMPER SWITCH 3 2 4" 1 SFS SHOTGUN RISER INCLUDING: 4" 1 WATER FLOW SWITCH VSR POTTER ELECTRIC 2" 1 TEST AND MAIN DRAIN 1000 AGF 1/4" 1 WATER PRESSURE GAUGE 1005PXUL ASHCROFT DESIGN DENSITY : 500 GPM @ 100 PSI AT ROOF (250 GPM PER HOSE VALVE WITH A MAXIMUM 1000 GPM) DEMAND AT FIRE DEPARTMENT CONNECTION : 750 GPM AT 162.1 PSI HYDRAULIC CALCULATION DATA STANDPIPE SYSTEM CLASS 1 WET STANDPIPE STAIR 3 80 16,144 LVL P1 ( GPM TOTAL HOSE ALLOWANCE) PSI GPM AT DEMAND AT PUBLIC MAIN ( GPM INSIDE HOSE ALLOWANCE) PSI GPM AT DEMAND AT BASE OF RISER GPM OVER 1950 SQ. FT. DENSITY: HYDRAULIC CALCULATION DATA TOTAL: NUMBER OF SPRINKLERS AREA SQ. FOOTAGE AREA DESCRIPTION SYSTEM SYSTEM CAPACITY: 332 GALLONS 615.8 365.8 60.4 57.9 .15 250 0 DRY 16,144 80 152 17,894 LVL 1 ( GPM TOTAL HOSE ALLOWANCE) PSI GPM AT DEMAND AT PUBLIC MAIN ( GPM INSIDE HOSE ALLOWANCE) PSI GPM AT DEMAND AT BASE OF RISER GPM OVER 4 DEMANDING SPRINKLERS DENSITY: HYDRAULIC CALCULATION DATA TOTAL: NUMBER OF SPRINKLERS AREA SQ. FOOTAGE AREA DESCRIPTION WET SYSTEM 188 17,833 LVL 2 176 16,720 LVL 3 176 16,725 LVL 4 169 15,949 LVL 5 149 13,304 LVL 6 162.2 62.2 65.3 63.0 .10 100 0 98,425 1010 FACING NORTH 1/2" WHITE SSP F1RES49 4.9 RELIABLE 1/2" CHROME SSP F1FR56 5.6 RELIABLE 2 1/2" BRZ SSU F156 5.6 RELIABLE 2 3/4" BRZ SSU GFR-VELO 14.0 RELIABLE RELIABLE MODEL H HEAD WRENCH BASE DESIGN DENSITY: 0.10 GPM/SQ.FT. OVER 1500 SQ.FT. SECTION 11-2.3.2.3.1 ALLOWS A REDUCTION IN THE DESIGN AREA WITHOUT REDUCING THE DENSITY WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED THROUGHOUT AND WHEN ALL THE FOLLOWING CONDITIONS ARE MET: 1) WET PIPE SYSTEM. 2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY. 3) 20 FOOT MAXIMUM CEILING HEIGHT. 4) THE NUMBER OF SPRINKLERS IN THE DESIGN AREA SHALL NEVER BE LESS THAN FIVE. 5) THERE ARE NO UNPROTECTED CEILING POCKETS EXCEEDING 32 SQ. FT. X = CEILING HEIGHT = 10'-0" Y = PERCENT REDUCTION TO DESIGN AREA Y = -3X / 2 + 55 Y = -3(10) / 2 + 55 = 40% REDUCTION 1500 X 40% = 600.00 SQ.FT. REDUCTION 1500 - 600 = 900 SQ. FT. DESIGN AREA FINAL DESIGN DENSITY: 0.10 GPM/SQ.FT. OVER 900 SQ.FT. PER NFPA 13(2007) 11.2.3.2.5: FOR DRY PIPE SYSTEMS THE AREA OF SPRINKLER OPERATION SHALL BE INCREASED BY 30 PERCENT WITHOUT REVISING THE DENSITY. 1500 SQ.FT. X 30% = 450 SQ.FT. + 1500 SQ.FT. = 1950 SQ.FT. FINAL DESIGN DENSITY: 0.15 GPM/SQ.FT. OVER 1950 SQ.FT. 313-02-7792 Philip Stoehr I I I Signature Date Level S e a l v a li d t h r o ug h D e c e m b e r 31 , 2 0 1 3 S m i t h F i r e Sy s t e m s , I n c . S MI T HF S 1 3 6 OT F i r e P r o te c t i o n S p r i n k l e r S y s t ems Wa s h i ngt o n S t a t e C e r ti f i c a t e o f C o m p e t en cy 11/20/2013 NEW FIRE DEPARTMENT CONNECTION 8 1 4" SWING CHECK VALVE GLOBE RCV BIKE STORAGE RESIDENT STORAGE PARKING LOBBY STAIR 1 COMMUNITY ROOM 4 8 10 R-38 RIGID INSULATION 11 7 8 " TJI'S 6 T.O. PLATE 294'-6" LEVEL 6 286'-3" LEVEL 1 237'-9" 12 1 3 2 5 7 9 11 ROOF 296'-6" LEVEL 5 277'-0" LEVEL 4 267'-9" LEVEL 3 258'-6" LEVEL 2 249'-3" LEVEL P 227'-9" 10" CONCRETE SLAB 14" PT SLAB 1/4 12 ROOF MEMBRANE SYSTEM OVER PLYWOOD SHEATHING OVER WOOD TRUSS 11 7 8 " TJI'S 11 7 8 " TJI'S 11 7 8 " TJI'S COMBUSTIBLE VOID TO BE FILLED ENTIRELY WITH INSULATION BY OTHERS 10'-0" 11'-6" 9'-3" 9'-3" 9'-3" 9'-3" 3 237'-9" LEVEL 2 227'-9" LEVEL 2 1'-5" 6'-9" SFS START POINT 6" SUPPLY FLANGE AT 6" FROM FOW 237'-9" LEVEL 1 DPV P P T 4 6 3 5 1 1 BF2 BOR BR1 BF1 B 249'-3" LEVEL 2 A BR2 6" 2' 4.5" 4'-11.5" 1'-9" 4" 5" 6" 1'-7" 5" 4.5" 1'-8.5" 2'-10" 1'-7" 5" 1 1 6" 4 (1-6)SS 4 (1-10)SS 4 (1-7)SS 4 (1-7) 4 (5-0.5) 4 (2-10) 4 (1-7) 4 (2-0) 6" 5" 5" 2'-9" 7.5" 1'-.5" 7 AC E B ELECTRIC BELL BY OTHERS 9 DRY SYSETM COMBINATION WET STANDPIPE SYSETM 4'-5" 2' 5'-2" 2'-5" W 2 TR1 TR2 1 RED 2 RED 1 BLUE 2 BLUE SFS START POINT 9 4 (1-7) 4 (4-1) 1 COMBINATION WET STANDPIPE SYSETM 2'-6" 4.5" 3'-8.5" 1'-7" 5" FDC PIPING 8 (2)4" EPOXY COATED ELBOW 4" EPOXY COATED ELBOW 6X4 EPOXY COATED FLG X GRV 6" DI (2)PIPE STAND TOWN HOME SUPPLY PIPING 4 (1-2.5) 4 (0-4) 4 (0-7.5) 4(3-2)SS 4 (0-9.5) 4 (8-11.5) WELDED LEG ELBOW E FIR ST BUILDING B UNDER SEPERATE PERMIT BOREN AVE 11TH AVE RISER LOCATION SEE DETAIL THIS SHEET A 6" DI EAST FIR BUILDING A CONSTRUCTION TYPE: I-A, V-A OCCUPANCY TYPE: A-3, R-2, S-2, B PARCEL NUMBER: 114200-4555, 114200-2535, 409230-2265 FFE: LEVEL 1 - 237.75' BUILDING SQUARE FOOTAGE: LEVEL P1 16144 LEVEL 1 17894 LEVEL 2 17833 LEVEL 3 16720 LEVEL 4 16725 LEVEL 5 15949 LEVEL 6 13304 TOTAL 114,569 SQ. FT. M1 BOR M2 SRC 1 12 A K 1 6" DI 8" DI SFS START POINT ELECTIC BELL BY OTHERS BUILDING C UNDER SEPERATE PERMIT BUILDING D UNDER SEPERATE PERMIT
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ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
AS-BUILT SITE PLAN
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
1 10AARON N. 11/20/2013B. COOK
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
SITE PLANN
SECTION A/1FACING SOUTH
NTS
0 10 50
SCALE 1" = 20'
3020 40
CLASS 1 PER NFPA 14 - 2007 EDITION
COMBINATION STANDPIPE
5. FIRESTOPPING.4. ALL UNDERGROUND WORK.
2. ELECTRICAL WIRING OF ANY KIND.1. PAINTING OR LABELING OF SPRINKLER PIPING.
3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING.
SCOPE OF WORK
CLARIFICATIONS
EXCLUSIONS
1. ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING.
ORDINARY GROUP 1 HAZARD PER NFPA 13 - 2007 EDITIONDESIGN DENSITY: .15 GPM/SQ. FT. OVER 1950 SQ. FT.
LIGHT HAZARD PER NFPA 13 - 2007 EDITIONDESIGN DENSITY: .10 GPM/SQ. FT. OVER 900 SQ. FT.
OFFICE
PARKING
2. INSULATION CONTRACTOR TO PROVIDE TENTING OF ATTIC INSULATION OVER THE WET SPRINKLER PIPING IN THE ATTIC TO PROTECT THE SYSTEM FROM FREEZING.
SMITH FIRE SYSTEMS (SFS) WILL INSTALL A COMBINATION WET PIPE SPRINKLER/STANDPIPE SYSTEMWITH SECTIONAL FLOOR CONTROL VALVES TO PROTECT THE INTERIOR OF THE BUILDING. A DRYSYSTEM WILL BE INSTALLED TO PROTECT THE COLD GARAGE AREA. A CLASS 1 WET STANDPIPE WILLBE INSTALLED IN BOTH STAIRWELLS WITH 2 1/2" FIRE HOSE VALVES. SFS WILL START INSIDE THEBUILDING AT A 6" SUPPLY FLANGE. THE SYSTEMS WILL BE INSTALLED PER NFPA 13, 2007 EDITION &NFPA 14, 2007 EDITION AND PER THE CITY OF SEATTLE.
RESIDENTIAL AREAS:PER NFPA 13 - 2007 EDITION.
THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED
PIPESIZE
1 1/2
1 1/4
3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:
1
2
3/4 0.0312
0.0495
CAPACITYIN GALLONS
0.1042
0.1637
0.0793
END PREP TYPES ALLOWED
0.088
0.107
0.151
0.186
0.133
WALLTHICKNESS
** PER SDR 13.5 ASTM F 442
0.874
1.101
1.598
2.003
1.394
INTERNALDIAMETER
PLAIN END
PLAIN END
PLAIN END
PLAIN END
PLAIN END 0.427
0.674
1.412
2.223
1.078
WEIGHT OFWATER / PIPE
3.94
2.83
2.05
2.92
5.10
0.044
0.198
0.122
0.078
0.298
CAPACITYIN GALLONS
WEIGHT OFWATER / PIPE
17.300
23.030
40.080
11.03
1.144
2.78
0.758
1.649
7.18 0.448
END PREP TYPES ALLOWED
2.185
1.710
1.380
1.049
2.703
0.095
0.140
0.095
0.133
0.086
INTERNALDIAMETER
WALLTHICKNESS
2 FLOW PIPE
FLOW PIPE
40
401
FLOW PIPE
1 1/2
1 1/4
2 1/2
PIPESIZE
SCHEDULE
5.295
6.357
8.249
4.298
0.134
0.134
0.188
0.101
105
**
**
6
8
4 FLOW PIPE
** WALL THICKNESS PER NFPA # 13
3.3143 FLOW PIPE 0.093
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
STEEL PIPE ASTM A - 795 OR BETTER
ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING )
THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:
2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( ||| ) WHICH ARE FLEXIBLE.
GENERAL NOTES
442
1/2" 155°
1/2" 155°
41/2" 155°
THREADSIZE
TEMP.RATING
QUANTITY
11
1/2"4
200°BRZ
CHROME
WHITE
HEADFINISH
SSU
SSP
SSPTYPE
F1FR56
F1FR56
F1RES49MODEL
BRZSSU F1FR565.6
5.6
SPARE SPRINKLERS & WRENCHES
4.9
5.6RELIABLE
RELIABLE
RELIABLE
RELIABLE
MANUFACTURER
RELIABLE MODEL D HEAD WRENCH
RELIABLE MODEL GFR1 SPRINKLER WRENCH
1
K FACTOR
2
MODEL #
350ABGVIC
DESCRIPTION
4"
SIZE
1
QTY.
RISER EQUIPMENT LIST
DOUBLE CHECK VALVE ASSEMBLY WITHBUTTERFLY CONTROL VALVES WITH BUILT IN SUPERVISORY SWITCHES.
MANUFACTURER
WILKINS
A-42 12 HEAD RELIABLE9
1
ITEM
1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE.
SPARE HEAD CABINET CONTAINING THE FOLLOWING:
2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS.
7 1 400 GAL AIR COMPRESSOR GAST 5LCA-22-M550NGX
PROPERTY LINE
NEW UNDERGROUND BY OTHERS
STREET CENTERLINE
NEW VALVE BY OTHERS
EXISTING HYDRANT
EXISTING UNDERGROUND
NEW METER BY SPU
SITE PLAN SYMBOLS
FLANGE PLANN
420
SCALE 1/2"=1'-0"
RISER DETAIL420
SCALE 1/2"=1'-0"FACING WEST
DESIGN CRITERIA
DESIGN DENSITY: .10 GPM/SQ. FT. OVER THE MOST DEMANDING 4 SPRINKLERS AND PERTHE SPRINKLER LISTING
STATIC PRESSURE:RESIDUAL PRESSURE:FLOW:DATE OF TEST: TEST LOCATION
SOURCE:
81 PSI20 PSI
EAST FIR AND 11TH AVE236'
4-19-132300 GPM
ELEVATION:
WATER SUPPLY INFORMATION
MODEL PROVIDED BY SEATTLE PUBLIC UTILITIES
---1 AIR MAINTENANCE DEVICE A2RELIABLE
---1 PRESSURE SWITCH/ SUPERVISORY AIR PS40POTTER ELECTRIC---1 PRESSURE SWITCH- ALARM PS10POTTER ELECTRIC
456
RELIABLE DDXLPDRY PIPE VALVE W/ BUTTERFLY VALVE1 4"W/ BUILT IN TAMPER SWITCH
3
2 4"1 SFS SHOTGUN RISER INCLUDING:4"1 WATER FLOW SWITCH VSRPOTTER ELECTRIC2"1 TEST AND MAIN DRAIN 1000AGF
1/4"1 WATER PRESSURE GAUGE 1005PXULASHCROFT
DESIGN DENSITY : 500 GPM @ 100 PSI AT ROOF(250 GPM PER HOSE VALVE WITH A MAXIMUM 1000 GPM)
DEMAND AT FIRE DEPARTMENT CONNECTION :750 GPM AT 162.1 PSI
HYDRAULIC CALCULATION DATA
STANDPIPE SYSTEM
CLASS 1 WET STANDPIPESTAIR 3
8016,144LVL P1
( GPM TOTAL HOSE ALLOWANCE)PSIGPM ATDEMAND AT PUBLIC MAIN
( GPM INSIDE HOSE ALLOWANCE)PSIGPM ATDEMAND AT BASE OF RISER
GPM OVER 1950 SQ. FT.DENSITY:
HYDRAULIC CALCULATION DATA
TOTAL:
NUMBER OFSPRINKLERS
AREASQ. FOOTAGE
AREADESCRIPTION
SYSTEM
SYSTEM CAPACITY: 332 GALLONS
615.8
365.8
60.4
57.9
.15
250
0
DRY
16,144 80
15217,894LVL 1
( GPM TOTAL HOSE ALLOWANCE)PSIGPM ATDEMAND AT PUBLIC MAIN
( GPM INSIDE HOSE ALLOWANCE)PSIGPM ATDEMAND AT BASE OF RISER
BASE DESIGN DENSITY: 0.10 GPM/SQ.FT. OVER 1500 SQ.FT.SECTION 11-2.3.2.3.1 ALLOWS A REDUCTION IN THE DESIGN AREA WITHOUT REDUCING THEDENSITY WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED THROUGHOUT AND WHENALL THE FOLLOWING CONDITIONS ARE MET: 1) WET PIPE SYSTEM. 2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY. 3) 20 FOOT MAXIMUM CEILING HEIGHT. 4) THE NUMBER OF SPRINKLERS IN THE DESIGN AREA SHALL NEVER BE LESS THAN FIVE. 5) THERE ARE NO UNPROTECTED CEILING POCKETS EXCEEDING 32 SQ. FT.
X = CEILING HEIGHT = 10'-0" Y = PERCENT REDUCTION TO DESIGN AREA Y = -3X / 2 + 55 Y = -3(10) / 2 + 55 = 40% REDUCTION
1500 X 40% = 600.00 SQ.FT. REDUCTION 1500 - 600 = 900 SQ. FT. DESIGN AREA
FINAL DESIGN DENSITY: 0.10 GPM/SQ.FT. OVER 900 SQ.FT.
PER NFPA 13(2007) 11.2.3.2.5: FOR DRY PIPE SYSTEMS THE AREA OF SPRINKLER OPERATION SHALL BE INCREASED BY 30 PERCENT WITHOUT REVISING THE DENSITY.
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL P
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
LEVEL PN
160 8
SCALE 1/8"=1'-0"
FITTER/LISTER NOTES:1. ALL DRY SYSTEM BRANCHLINES ARE TO BE SLOPED AT 1/2" PER 10' MIN.2. ALL DRY SYSTEM MAINS ARE TO BE SLOPED AT 1/4" PER 10' MIN.3. LATERAL BRACING SHALL NOT BE REQUIRED WHERE PIPES ARE SUPPORTED BY RODS LESS THAN 6". (SECTION 9.3.5.3.8)
INDICATES WET PIPING LOCATED ABOVE BATT INSULATION
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
2 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
UP
1 2 3 4 5 6 7 8 9 10 11 12
B
C
E
A
B
DE
F
H
J
K
27'-6
.5"
15'-0
"
24'-0" 24'-0" 24'-0" 24'-0" 12'-0" 3'-7" 19'-7"
14'-0
"27
'-6.5
"20
'-9.5
"24
'-0"
24'-0
"23
'-0"
9'-1
0"
FF 227-9"BOD 236'-11"
P3
1" DOWNTO DD
1" DOWN TO INS.TEST SEE DETAIL
THIS SHEET
18 BO
D
7'-8
"A
FF
21.5
BO
D
7'-4
.5"
AFF
21.5
BOD
7'-3.5"AFF
7'-5.5"AFF
8'-10.5"AFF
3.5
BO
D
4.5
BOD
4.5
BOD
3.5
BO
D
8'-10.5"AFF
101
102
104
103
FF 227-9"BOD 237'-0"
DN
G
C
A
12'-0"
14'-0
"
23'-0" 24'-10"24'-0"
3'-2
.5"
11'-9
.5"
S1
S3
S6 S7
P1
P2
P4
P5
8'-1
0.5"
AFF
DN
UP
UP
FE
FF 227-9"BOD 236'-7"
S2
S8
P6
BOR
S4 S5
17.5
BOD
16.5
BOD
17
BOD
17
BOD
18
BOD
18
BOD
9
BOD19
BOD
20
BOD
22.5
BO
D
22 BO
D
21.5
BO
D
20.5
BO
D
21 BO
D
20 BO
D
21.5
BO
D
23.5
BOD
11'-1
0"11
'-6.5
"4'
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4'-0"
0'-10.5"
2'-9"
8'-6" 11'-6" 4'-6" 16'-0" 3'-6" 15'-6"8'-6"
2'-6"
18'-0" 3'-6" 12'-0"
0'-6"
11'-6" 3'-7"
0'-11"
16'-0" 6'-0.5"
1'-10.5"
3'-7"
6'-0.5"
4'-2
"
4'-3.5"
11'-1
0"2'
-9.5
"15
'-8.5
"9'
-0"
3'-2
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0'-3
.5"
16'-0
"14
'-6"
4'-6
"9'
-6"
9'-6
"14
'-6"
3'-6
"18
'-2"
1'-4
"
9'-1
0"
2'-1
0"
15EZ
16EZ
15EZ
16EZ
15EZ
16EZ
16EZ
17EZ
17EZ
18EZ
16EZ
17EZ
17EZ
7EZ
18EZ
18EZ
19EZ
19EZ
18EZ
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16EZ 16EZ
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17EZ 17EZ
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PC
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PC
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1
1
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1
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233
2 2 2
3
3 3
33
4GOLD
5
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6
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7 GOLD
8GOLD
11
RED
8
RED
9 RED
12
RED
10
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13
RED
15
RED
14
RED
16
RED
21RED
20RED
19RED
18RED
103
102
104
22RED
101
105
106
107
111
109
110
108
115
113
114
112
116
117
118
119
120
121
122
123
124
125
126
127
12812
9
130
131
132
133
2 2 2
2
2
2
2
* *
10'-10.5"
18'-10.5"
3
5'-11.5"
17 RED
19EZ
1.5
14-4
4
2-9
4
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4
3-0
4
6-9.5
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4
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4
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3
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3 2-4
3
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3 9-4
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4
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1.5
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1 8-0
1.5
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1.5
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1.5
15-4
2 6-4
2
10-0
2 6-4
2
11-0
2 2-0
2 6-4
2
11-0
1.5
15-4
2 5-6
2
16-0
2 5-6
2
16-0
1.5
1-10
2
3-1.5
2
11-0
2
1-0
1 7-0
1
4-9
2
1-11.5 2
14-0
1.5
14-11.5
1.5
14-11.5
1.5
14-11.5
1.5
14-11.5
2
19-4
2
4-4.5
2
19-4
2
4-4.5
2
19-4
2
4-4.5
2.5
1-2
2.5
19-4
1.5
11-0
1 6-0
1.5
12-0.5
1.5
8-101.
5
4-2
2
12-0
2 8-0
2
6-0
2 8-6
2 4-2
2 4-0
2
14-0
2 2-8
1
6-6
1
3-6
1 1-0
1 1-0
1
0-6
1 6-0
1
0-6
1 1-3
1 1-3 1
2-0
1 0-6
1
5-6
2 2-8
2
18-0
2 2-8
2
18-0
2 2-8
2
18-0 2
18-0
2
18-0
2 2-8
4
6-8.
5
1.5
0-10
4
16-6
1
22-10.5
3 3-3
4
4-6
4
11-6
4
12-6
4
3-6
4
4-6
4
9-6
4
12-6
4
3-6
4
4-6
4
11-6
4
11-6
4
3-6
3
15-0
3 3-2
3
2-10
3
16-2
3
7-10
3
11-2
3
12-5
3 0-4
3
7-11
3 0-4
2.5
2-112.5
1-5.5
4
24-5
4
16-2.5
4
7-9.5
4
24-0
4
24-0
4
24-0
4
6-1
4
24-0
4
24-0
4
24-0
1.5(0
-3)
1.5(1
-3)
1(7-
0)TO
E
1(0-
8)
1(0-
8)
1(0-
8)
1(0-
8)
1(0-
8)
1(0-
2)
2.5" HOSE VALVELOCATION
4
20-1
0.5
2 2-8
1 2-6
1
2-3
1 3-6
1
1-9
1 5-0
1 4-6
1 1-6
1
4-6
1 3-0
1
2-0
1 3-0
1
2-0
1 7-0
1
3-6
1 1-0
4
21-4
.5
2.5
1-0
2.5
3-8
2.5
(13-
9.5)
2.5
3-3.5
1.5
6-3.
5
1.5
4-9
1.5
0-7
1.5
2-4
1.5
0-7
1.5
4-3.
5
SEE DETAIL A/2THIS SHEET
SEE DETAIL A/2 THIS SHEET
4
24-5
16E
Z
4
8-0
3
10-3
1.5(3
-0)T
OE
PC
( 2 ) TOLCO FIG. 980SWIVEL END
45° - 59°
45°
( 2 ) 1" ( 4-0 ) SCH 4OBRACE PIPE
( 2 ) 4L PIPE CLAMPS
45° (2) 1/2" x 4 1/2" HILTI KWIK BOLT TZ( 3 3/4" MIN. EMBED )
CONCRETE WALL/DECK
EQ 1
1" MIN. EXCESS PIPE THROUGH CLAMP
1" (4-0) SCH40 BRACE PIPE
TOLCO FIG. 1001 BRACE CLAMP
1/2" x 4 1/2" HILTI KWIK BOLT TZ( 3 3/4" MIN. EMBED )
CONCRETE DECK
EQ 3
1" ( 4-0 ) SCH 40 BRACE PIPE
CONCRETE DECK
EQ 2
45° - 59°FROM VERTICAL
TOLCO FIG. 980SWIVEL END
TOLCO FIG.980 SWIVEL END
TOLCO FIG. 4LPIPE CLAMP
1/2" x 4 1/2" HILTI KWIK BOLT TZ( 3 3/4" MIN. EMBED )
CONCRETE PT DECK
( 2 ) 1" ( 4-0 ) SCH 40 BRACE PIPE
45°( 2 ) TOLCO FIG.980SWIVEL END
45°
( 2 ) TOLCO FIG. 1001(2) 1" MIN EXCESS PIPE
(2)1/2"X1" BOLT W/ NUT AND WASHER
(2)1/2" TOLCO FIG 109AF CONCRETEINSERT W 12" BOLT AND COUPLING
EQ 4
CONCRETE DECK
TOLCO FIG.980 SWIVEL END
1" ( 4-0 ) SCH 40 BRACE PIPE
45° - 59°FROM VERTICAL
TOLCO FIG. 4LPIPE CLAMP
1/2" TOLCO FIG 109AF CONCRETEINSERT W 12" BOLT AND COUPLING
1/2"X1" BOLT W/ NUT AND WASHER
EQ 5 EQ 6
( 2 ) TOLCO FIG. 4PIPE CLAMP
( 2 ) TOLCO FIG. 980 SWIVEL END
( 2 ) TOLCO FIG.980SWIVEL END
2" x 4" TOP PLATE
45° 45°
(2) 1/2" x 3 1/2" LAG BOLT
1" (7-0) SCH 40 BRACE PIPE
HANGER RING
3/8" ATR
CONCRETE FLOOR
HANGER RING
HILTI KWIK KH-EZ 1CARBON STEEL SCREW ANCHOR
HANGER EZ
(2) 3/8" NUTS W/ (2) STD. WASHERS
HANGER RING3/8" ATR
PT DECK
ISAT PIP143812PRESET CONCRETE
INSERT
HANGER B
TOLCO FIG. 4PIPE CLAMP
(2) 3/8" x 6" ATR
CONC. SLAB
(2)3/8" HILTI EZ-1
HANGER PC
11 7/8" TJI
GST-20 SAMMY WOOD
3/8" ATR
HANGER RING
3/16
" MIN
.
1/2" MAX.
HANGER SW
BATT INSULATION BELOW SPRINKLER PIPE(AMOUNT OF INSULATION TO PROTECT FROMFREEZING TO BE DETERMINED BY OTHERS)
CONCRETE DECKSPRINKLER PIPING
RIGID INSULATION
HEATED BUILDING INTERIOR
UNHEATED GARAGE SPACE
1
(8-0
) TO
E
1
(0-6)
1
(0-6
)
1" BALL VALVE W/ 1X12 BUSHING
AND 14.0K SPRINKLER
EXTERIOR WALL
TYCO DD-1DRUM DRIP@ 5'-0" AFF
BRANCHLINE PER PLAN
1" PLUG
1
(7-0
) TO
E
WALL / COLUMN
TYCO DD-1DRUM DRIP@ 5'-0" AFF
1" PLUG
SR
SR
SR
SRHEATED INTERIOR
UNHEATED GARAGE
WET PIPING ABOVEINSULATION
WET PIPING REQUIRINGHEATTRACE AND INSULATION
4" VIC FLANGE
4" FLANGE ELBOW
UNDERGROUND SUPPLYFLANGE LEFT BY OTHERS
3'-0
" MIN
.
FINISH GRADE
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 1
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
LEVEL 1N
160 8
SCALE 1/8"=1'-0"
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT THE END
OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC4. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 18 FEET BETWEEN SPRINKLERS OR 9 FEET
FROM A WALL5. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 170 SQ. FT.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.7. ALL WALLS ARE FULL HEIGHT U.N.O.8. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:9.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:10.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.11.LATERAL BRACING SHALL NOT BE REQUIRED WHERE PIPES ARE SUPPORTED BY RODS LESS THAN 6".PER NFPA 13 SECTION 9.3.5.3.812.ALL PIPING THIS SHEET IS TO BE LOCATED AT 9'-11" AFF ( 5 BOD) UNO.13.ALL CEILINGS THIS LEVEL AT 9'-0" UNO.14.ALL STEEL DROPS THIS SHEET ARE TO BE 1(0-2) WITH ADN UNO.15.ALL BRANCHLINE HANGERS ARE TO BE 5B UNO.16.ALL MAIN HANGERS ARE TO BE 4B UNO. EXCEPT STANDPIPE BULK IS 3B17.ALL FLEX DROPS ARE TO BE 48" EASY FLEX AND PER FLEX 1 DETAIL THIS SHEET UNO.18.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.119.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
1.25
1.251-6
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 10RELIABLE R5734 DRY HSW F3QR CHR CHR 5.6K 1" 155 3RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 56RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 155 49
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
3 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
* INDICATES SPRINKLER INSTALLED WITH HEAD GUARD
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
FLEX 2
RELIABLE RA1664 HSW F1RES44 WHITE WHITE 4.4K 1/2" 155 1
2
4 5 6 7 9 10 11 12
B
E
A
B
H
J
K
27'-6
.5"
15'-0
"
24'-0" 12'-0" 12'-0" 3'-7" 24'-10"
14'-0
"27
'-6.5
"11
'-9.5
"3'
-2.5
"20
'-9.5
"24
'-0"
23'-0
"9'
-10"
NAS
TR1
FF 237-9"BOD 248'-1"
8
3
A
23'-0"
24'-0"
F
C
G
1
14'-0
"
C
ED
24'-0"
24'-0"
24'-0" 19'-7"
24'-0
"
NAS
NAS
NASNAS
NAS
NAS NAS NAS NAS
NAS NAS
NAS
NAS
NAS
3X1.5 RED.COUPLINGW/ 1.5" SXG
123
126
129
133
121
122
124 128
127
125
131 132
141
151
152
105
FDC
TR2
7'-8" 11'-10" 3'-6" 8'-4" 11'-3" 4'-5"
3'-6"
2'-0"
11'-0" 7'-6" 4'-8" 12'-3" 7'-1" 5'-2" 12'-3"
2'-11"
9'-6"3'-8" 5'-3" 13'-0"9'-3" 11'-0" 11'-5"
3'-9.5"
2'-3
"
3'-1"
9'-6"
7'-9
"7'
-1"
12'-8
.5"
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
5
5
5
5
5
5
4
4
4
4
4
14'-5.5"
3BLUE
4
BLUE
4RED201
202
201 203
205
206
207
209
210
211
212
213
214
215
216
217
218
219 22
0
1
TAN
2TAN
3
TAN
4
TAN5
TAN
6A
TAN 7TAN
6B
TAN
6C
TAN
SEE FDC DETAILTHIS SHEET
SEE STAIR 2STANDPIPE
SHEET 10 OF 10
2.5" DOWN TOLVLP HOSE VALVE
NAS3
11-10
3
2-0
3 7-1
3
9-3
3
6-2
3
5-10
3
6-4
3
4-7
3
9-5
3
14-0
3
3-2
3 3-6
3 9-5
3
3-9
3
3-0
3 1-5
3 2-5
1 0-7
1 7-5
1 0-7
1
2-2
1
3-2
1
3-2
1 9-1
3
5-3
3
6-1
1.5
4-11
1.5
8-0
1.5
10-0
1
8-9
1.5
8-6
1.5
8-6
1
6-0
1
2-0
1
2-0
1
2-3
1.5
0-9 1
13-31
9-2
1.5
12-0
1.5
9-1.
5
1.5
12-0
1.5
9-1.
5
1.5
13-3
1.5
7-10
.5
1
4-9.5
1 4-6
1
4-0
1
6-0
1.5
8-0
1.5
7-3
1.5
0-9
1.5
7-1.
5
1
3-1.5
1 5-0
1.5
10-6
1.5
8-1.
5
1.5
11-6
1.5
8-10
.5
1.5
10-7
1.5
10-7
1.5
1-0
1.5
3-1.
5
1.5
7-5.
5
1.5
7-6.
5
1.5
3-0.
5
1.5
10-7
1.5
10-7
1.5
1-0
1.5
10-7
1.5
10-7
1.5
8-1
1.5
10-7
1.5
1-0
1.5
10-7
1.5
10-7
1
9-5.5
1
9-5.5
3
1-9
3
8-2
4
3-10
4
0-10
4
2-1.5
2 8-8
2
5-7
2
2-4
2
12-0
2
7-8
2 2-8
2
2-6
2
8-8
2
8-8
2
2-4
2
12-0
2
7-8
2 1-2
2
2-6
2
8-8
2
8-8
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5 1.5 1.5 1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
1.5
1.5
1.51.51.51.5
1.25
1.251.251.25
1.25
4
3-5
4
9-4.
5
4
4-9
4
7-7.5
1
1-111
1-11
2
0-10
.5
1
1-10
.5
2
1-9.5
1.5
4-9
1.5
4-10
1.5
2-3
1.5
7-4
1.5
2-3
1.5
7-4
2
5-5
2
4-7
2
5-5
2
4-7
1.5
0-6
1.5
5-8.
5
3
1-4
3
10-6
3
3-8
3
1-2
3
4-6
3
3-2
3
7-2
3 1-7
3 0-8
3
6-9
3
3-9
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
3
13-3
4" DOWN TO PARKINGGARAGE SEE DETAIL
A/3 THIS SHEET
4
11-1
0.5
2.5
5-6
3
8-6
3
4-2
3
6-4
1.5
T
*
*
*
*
*
*
*
*
*
*
*
* *
*
*
*
*
*
*
* *
*
*
*
*
***
***
* * ** * *
4
(1-8.5)
4
1-0
8'-9
.5"
AFF
4 1-7
18
BOD
2
11-0
T
10 TAN
12
TAN
13
TAN
4" BUTTERFLYVALVE
4
(5-11)
4 3-2
4
(2-11.5)
4 9-0
BTOB
4
24-5
4
3-7
4
14-11
BTOB
4 9-0
BTOB
4 5-0
4
24-5
4
21-6.5
4 5-4
4
24-5
4
12-0.55
5
5
5
5
13.5
BO
D
22 BO
D
UP
DN
DN
UP
DN
DN
DN
DW
REF.
FD
FD
DN
DN
FD
FD
FD
FD
FD FD FD FD
123
2 BEDROOM
124
2 BEDROOM
125
4 BEDROOM TYPE
A126
3 BEDROOM TYPE
A
107
COMMUNITY
ROOM
110
TRANSFORMER
VAULT
122
JANITOR
WOMEN
WC
114
118
RESIDENT
STORAGE
121
1 BEDROOM
113
STORAGE
PS1
STAIR 1
50
8 S
F
11
9
CO
RR
ID
OR
112
TRASH ROOM
109
ELECTRICAL
117
PLUMBING
116
BIKE STORAGE
103
VESTIBULE
100
VESTIBULE
111
ACC. VAN
PARKING
105
OFFICE
120
2 BEDROOM
108
CORRIDOR
1S2
STAIR 2
1S3
STAIR 3
104
OFFICE
FE
FE
FE
MEN WC
115
OFFICE
106
8'-6" C.H.
LOBBY
101
WH
DW
UP UP
DW
DW
REF.
DW
WH
REF.
WH
W
DW
WH
W
DW
WH
DN
W
DW
WH
W
DW
NAS
5
1'-5"
4 5 6 73
9 10 11 128
19'-7"
6'-1"
6'-1"
5'-0
"
5'-0
"
2'-0
"
13'-11"
7'-6
"
5'-1
1"7'
-4"
0'-8
.5"
8'-0
.5"
4'-9
.5"
1
4-0.
5
5
3 8-0
3 9-0
3
6-7
3
9-4
3
3-11
3
2-2BTO
B
BTOB
3
0-11
.5
1 5-8
1 1-0
3
9-3.
5
3
1-2
3
5-8
1
0-10
9'-1
1"A
FF5
BO
D
5
BO
D
9'-1"AFF
15
BOD
9'-2
.5"
AFF
13.5
BO
D
FLEX 2
TYP (7
)
9'-0" ACT
CEILING
8'-6" C.H.
TYP.
8'-2" C.H.
TYP.
8'-6" C.H.
1.5
1-0
1.5
12-6
8'-0" C.H.
8'-10"
C.H.
8'-10" C.H.
8'-6" C.H.
3
1-9
3
2-4
3
8-2
1
GOLD
GOLD
2 GOLD 3
GOLD GOLD
4 GOLD
5 GOLD
6
GOLD
4
23-07GOLD
8
GOLD GOLD
9 GOLD
10
GOLD
11
GOLD
8
TAN
ACT CEILING
REC. SSP
BRANCH LINE
EASY FLEX PER PLAN
4
(8-6
)
4
(1-1
0)
5 RED
4
(0-6
.5)
7 RED
6 RED
18"-
48" A
BO
VE
GR
AD
E
BALL DRIP
4X2.5X2.5ROUGH BRASS
WALL MOUNTSIAMESE FDC
1" GALV 45° DRAIN TOEXTERIOR OF BUILDING
EXTERIOR WALL
LVL E1
4" TO FIRESPRINKLER
RISER ROOM
4(2-6)GALV. TOE
EASY FLEX PER PLAN
BRANCH LINE
ACT CEILING
REC. SSP
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 2
CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET
LEVEL 2N
160 8
SCALE 1/8"=1'-0"
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 37RELIABLE R5734 DRY HSW F3QR CHR CHR 5.6K 1" 155 1RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 146
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
4 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
5 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
63.0 PSI62.2GPM OVER 4 MOST DEMANDING HEADS
( INCLUDING
.10DENSITY:
0SYSTEM DEMAND AT BOR:
HYDRAULICALLY MOST DEMANDING AREA: SYS #2
GPM ATGPM FOR INSIDE HOSE STREAMS )
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
6 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
58.9 GPM AT 62.0 PSIDENSITY:.10
( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS )
GPM OVER 4 MOST DEMANDING SPRINKLERS
AUXILIARY CALCULATED AREA
SYSTEM DEMAND AT BOR:
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
TYP. CPVC HANGERS
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
7 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102