11
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

SFS START POINT - Seattle Housing Authority

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Page 1: SFS START POINT - Seattle Housing Authority

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

GPM OVER 4 DEMANDING SPRINKLERSDENSITY:

HYDRAULIC CALCULATION DATA

TOTAL:

NUMBER OFSPRINKLERS

AREASQ. FOOTAGE

AREADESCRIPTION

WET SYSTEM

18817,833LVL 217616,720LVL 317616,725LVL 416915,949LVL 514913,304LVL 6

162.2

62.2

65.3

63.0

.10

100

0

98,425 1010

FACING NORTH

1/2" 175°WHITESSP F1RES49 4.9RELIABLE

1/2" 200°CHROMESSP F1FR56 5.6RELIABLE21/2" 155°BRZSSU F156 5.6RELIABLE23/4" 155°BRZSSU GFR-VELO 14.0RELIABLE

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 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.

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.

313-02-7792Philip 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

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St a t e Ce r t i f i c a t e o f

Com

pe

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

4810

R-38 RIGID INSULATION

11 78" TJI'S

6

T.O. PLATE294'-6"

LEVEL 6286'-3"

LEVEL 1237'-9"

12 13 2579

11

ROOF296'-6"

LEVEL 5277'-0"

LEVEL 4267'-9"

LEVEL 3258'-6"

LEVEL 2249'-3"

LEVEL P227'-9"

10" CONCRETE SLAB

14" PT SLAB

1/412

ROOF MEMBRANE SYSTEMOVER PLYWOOD SHEATHING

OVER WOOD TRUSS

11 78" TJI'S

11 78" TJI'S

11 78" TJI'S

COMBUSTIBLE VOID TO BEFILLED ENTIRELY WITHINSULATION 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 S

TART

POINT

6" SUPPLY FLANGEAT 6" FROM FOW

237'-9"LEVEL 1

DPV

P

P

T

4

63 5

1

1

BF2

BOR

BR1

BF1

B

249'-3"LEVEL 2

A

BR2

6"2'

4.5"

4'-1

1.5"

1'-9

"

4"5"

6"1'

-7"

5"4.

5"

1'-8

.5"

2'-1

0"1'

-7"

5"

11

6"

4

(1-6

)SS

4

(1-1

0)S

S

4

(1-7

)SS

4

(1-7

)

4

(5-0

.5)

4

(2-1

0)

4

(1-7

)

4

(2-0)

6"

5"5"

2'-9"

7.5"

1'-.5"

7AC

EB

ELECTRIC BELLBY OTHERS

9

DRY SYSETM

COMBINATIO

N WET

STANDPIP

E SYSETM

4'-5" 2' 5'-2" 2'-5"

W

2

TR1 TR2

1 RED

2 RED

1 BLUE

2 BLUE

SFS S

TART

POINT

9

4

(1-7

)

4

(4-1

)

1

COMBINATIO

N WET

STANDPIP

E SYSETM

2'-6

"

4.5"

3'-8

.5"

1'-7

"

5"

FDC PIP

ING

8

(2)4" EPOXYCOATED ELBOW

4" EPOXYCOATED ELBOW

6X4 EPOXY COATEDFLG X GRV

6"

DI

(2)PIPE STAND

TOWN HOMESUPPLY 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 LEGELBOW

E FIR ST

BUILDING BUNDER SEPERATEPERMIT

BOREN AVE

11TH

AV

E

RISER LO

CATION

SEE DETA

IL TH

IS S

HEET

A

6" D

I

EAST FIR BUILDING ACONSTRUCTION TYPE: I-A, V-AOCCUPANCY TYPE: A-3, R-2, S-2, BPARCEL NUMBER: 114200-4555, 114200-2535, 409230-2265FFE: LEVEL 1 - 237.75'

BUILDING SQUARE FOOTAGE: LEVEL P1 16144LEVEL 1 17894LEVEL 2 17833LEVEL 3 16720LEVEL 4 16725LEVEL 5 15949LEVEL 6 13304TOTAL 114,569 SQ. FT.

M1

BOR

M2

SRC

1 12

A

K

1

6" DI

8" DI

SFS START POINT

ELECTIC BELLBY OTHERS

BUILDING CUNDER SEPERATEPERMIT

BUILDING DUNDER SEPERATEPERMIT

Page 2: SFS START POINT - Seattle Housing Authority

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 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

INSPECTORS TEST DETAIL DRUM DRIP

RELIABLE RA1325 SSU F1-56 BRASS --- 5.6K 1/2" 155 2VIKING VK570 EC-SSU VK570 BRASS --- 14.0K 3/4" 155 54

68

RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 155 10

*

57.9 PSISQUARE FEET

365.81950GPM OVER

( INCLUDING

.15DENSITY:

0SYSTEM DEMAND AT BOR:

HYDRAULICALLY MOST DEMANDING AREA: DRY SYS

GPM ATGPM FOR INSIDE HOSE STREAMS )

DETAIL A/2

TYCO TY5332 HSW SW-20 BRASS --- 11.2K 3/4" 155 2

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

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

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27'-6

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15'-0

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24'-0" 24'-0" 24'-0" 24'-0" 12'-0" 3'-7" 19'-7"

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FF 227-9"BOD 236'-11"

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1" DOWN TO INS.TEST SEE DETAIL

THIS SHEET

18 BO

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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

Page 3: SFS START POINT - Seattle Housing Authority

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

RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 200 2RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 45

167

RELIABLE RA1664 DRY HSW DH-56 CHR CHR 5.6K 1" 155 2

FLEX 1

DETAIL A/3

233.4SQUARE FEET907.5

GPM AT 54.7 PSIDENSITY: .20

( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS )

GPM OVER

AUXILIARY CALCULATED AREA

SYSTEM DEMAND AT BOR:

FDC DETAIL

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

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

Page 4: SFS START POINT - Seattle Housing Authority

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

RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 3

188

DRY SIDEWALL DETAIL

TYP. CPVC HANGERS

TYP. CPVC DETAILS

BEAM PENETRATIONS OFFSET FOR HVAC

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

4 5 8 9 10 11 12

B

E

B

D

F

H

K

14'-0

"15

'-0"

24'-0" 24'-0" 24'-0" 3'-7" 19'-7"

14'-0

"27

'-6.5

"11

'-9.5

"3'

-2.5

"24

'-0"

23'-0

"9'

-10"

323'-0" 24'-0"

DN

2 BEDROOM

209

211

213

2 BEDROOM

3 BEDROOM

218

1 BEDROOM

208

1 BEDROOM

1 BEDROOM

212

216

2 BEDROOM TYPE

A

ELEC CLOSET

204

1 BEDROOM

203

205

217

1 BEDROOM TYPE

A

650 SF

201

2E1

2E2

2S2

STAIR 2

219

DNDN

DN

1 BEDROOM

UP

UP

DN

207

1 BEDROOM1 BEDROOM

215

221

3 BEDROOM

1 BEDROOM

223

220

206

2 BEDROOM

1 BEDROOM

210

2 BEDROOM

214

1 BEDROOM

CORRIDOR

ELEV 1

2S1

STAIR 1

ELEV 2

1 BEDROOM

JANITOR CLOSET

202

970 SF

200

CORRIDOR

7

A

6

G

C C

A

E

J

27'-6

.5"

24'-0" 12'-0" 24'-10"

20'-9

.5"

12'-0"

24'-0

"

1 2

NAS NAS

NAS NAS NAS

NASNASNASNASNAS

NAS

NAS

NAS

NAS

NAS

NASNAS

NASNAS

NAS NAS

DN

2" SXG W/2X1.5 BUSHING

SEE DRYSIDEWALL DETAIL

SHEET 4 OF 10

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 1.51.52

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

1.25

1.25

1.25

1.25

1.25

1.25

1.25 1.

251.

251.

251.

251.

251.

25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.251.25

1.25

1.25

1.25

1.25

1.25 1.25 1.25

1.251.251.25

1.251.25

1.25

1.51.51.51.51.5 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

STANDPIPELOCATION

EXTERIOR DECK/CANOPY

4 1/

2"

GYPSUM BOARD CEILING

DRY HSW SPRINKLER HEADA = FIELD ORDER

SUB FLOOR

4" -

6"

2" X 6" EXTERIOR WALL

1" THREADED TEE W/ PLUG

1" SPLIT RING W/ SAMMY GST 30FIELD ORDER ATR LENGTH

LIVING SPACE0'-3"

MIN.

1" SCH. 40 PIPEFIELD ORDER

1" CPVC ADAPTER TEE

2X DIAMETER OF LARGEST HOLE (MINIMUM)2" MAX HOLE SIZE

11-7/8" TJI JOIST

0'-6

"

MIDDLE 1/3 MID

DLE

1/3

SIDE MOUNT BRACKET W/ ( 2 )5/16" x 1" HEX HEAD SCREW

CL PIPE

11-7/8" TJI JOIST

NO BLOCK HANGER W/ ( 2 )5/16" x 1" HEX HEAD SCREW

BUILDING CROSS SECTIONFLOOR ASSEMBLY PER

0'-5

"

0'-5

"

Page 5: SFS START POINT - Seattle Housing Authority

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 3-4

CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET

LEVEL 3-4N

160 8

SCALE 1/8"=1'-0"

TOTAL THIS SHEET

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 R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 134

RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 4

176

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

2

4 5 6 7 8 9 10

A

F

B

C

E

14'-0

"

B

C

DE

G

24'-0"

H

K

27'-6

.5"

12'-0" 24'-10"

27'-6

.5"

23'-0" 24'-0"

11'-9

.5"

24'-0"

20'-9

.5"

24'-0" 12'-0"

24'-0

"9'

-10"

23'-0

"3'

-2.5

"

NAS NAS NAS NAS

NAS

NAS

NASNASNAS NAS

NAS

NAS

NAS

NAS

NAS

UP

DN

305

2 BEDROOM

303

1 BEDROOM

309311

1 BEDROOM1 BEDROOM

313

314

1 BEDROOM 312

1 BEDROOM

310

1 BEDROOM

306

1 BEDROOM

318

321

1 BEDROOM

304

ELEC CLOSET

317

1 BEDROOM TYPE

A

307

2 BEDROOM

315

2 BEDROOM

2 BEDROOM TYPE

A

316

2 BEDROOM

320

2 BEDROOM

650 SF

301

CORRIDOR

300

971 SF

CORRIDOR

3S2

STAIR 2

3E1

ELEV 1

3S1

STAIR 1

3E2

319

1 BEDROOM

302

JANITOR CLOSET

FE

413 411 409

407

405

417

419

421

423

420

418

406

408

410

412

414

416

400

401

402

404

4S1

4E1

4E2

WH

W

DW

1 BEDROOM

308

1 BEDROOM

WH

DW

W

2 BEDROOM

323

ELEV 2

W

WH

DW

WH

W

DW

415

403

WH

DW

W

WH

DW

W

WH

DW

W

WH

WW

DW

W

WH

WH

DW

W

WH

W

DW

WH

DW

W

WH

DW

W

DW

WH

W

WH

W

DW

WH

W

WH

WH

DW

W

DW

DW

W

DW

WH

W

DW

W

1 3

12

A

11

15'-0

"

24'-0" 3'-7"

14'-0

"

19'-7"

J

24'-0

"

NAS

2" SXG W/2X1.5 BUSHING

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

1.5

1.5

1.5

1.5 1.5 1.52

1.5

1.5

1.5

1.5

1.5

1.5

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25 1.

251.

251.

251.

251.

251.

25 1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25 1.25 1.25 1.

251.

251.

25

1.25

1.25

1.25

1.25 1.25 1.25

1.25 1.25 1.25

1.251.25

1.51.5

1.5

1.5

1.5

1.5

1.5

1.5

1.25

1.25

1.25

1.25

1.25

1.25

1.25

ROOFBELOW

STANDPIPELOCATION

Page 6: SFS START POINT - Seattle Housing Authority

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 5

CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET

LEVEL 5N

160 8

SCALE 1/8"=1'-0"

TOTAL THIS SHEETTOTAL THIS SHEET

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 31RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 133

RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 4

169

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

4 7 8 9 10 11

B

E

A

12

C

ED

G

F

H

14'-0

"24'-0" 12'-0" 24'-10"

14'-0

"

23'-0"

1 224'-0"

NAS

NAS

NAS

NAS NAS

NASNAS

NAS

NAS

NAS NAS

NAS

NAS

507

1 BEDROOM

511

1 BEDROOM

505

2 BEDROOM

1 BEDROOM

2 BEDROOM

514

509

2 BEDROOM

1 BEDROOM

516

513

2 BEDROOM TYPE

A

512

1 BEDROOM

510

1 BEDROOM

508

1 BEDROOM

506

517

521

2 BEDROOM

519

2 BEDROOM

520 2 BEDROOM

2 BEDROOM

ELEC CLOSET

966 SF

501

5S1

CORRIDOR

STAIR 1

5S2

STAIR 2

ELEV 1

5E2

ELEV 2

502

JANITOR CLOSET

5 6

A

B

27'-6

.5"

3'-7"24'-0" 19'-7"

K

24'-0"

J

3'-2

.5"

24'-0"15

'-0"

C

12'-0"

11'-9

.5"

20'-9

.5"

27'-6

.5"

23'-0

"24

'-0"

9'-1

0"24

'-0"

3

515

1 BEDROOM

2 BEDROOM

504

518

650 SF

500

CORRIDOR

5E1

FE

DW

WH

W

WH WH

W

WH

DW

DW

WH

W

DW

WH

DW

W

W

DW

WH

W

WH

W

DW

WH

W

WH

DW

W

DW DW

W

WH

W

DW

W

DW

W

WH

DW

WH

W

DW

W

WH

DW

WH

DW

DW

WH

W

WH

W

NAS

FE

NAS

S5151

S5252

S5353

S5454

55

50 511

525

526

520NAS

1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.51.5 1.5 1.5

1.51.5

1.5

1.5

1.5 1.5 1.5

1.5

1.5

1.5

1.5

1.5

1.51.5

1.5

1.5

1.51.

51.

51.

5

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25 1.25

2" SXG W/2X1.5BUSHING

STANDPIPELOCATION

Page 7: SFS START POINT - Seattle Housing Authority

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 6

CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET

LEVEL 6N

160 8

SCALE 1/8"=1'-0"

INSULATION TENTING DETAIL

TOTAL THIS SHEETTOTAL THIS SHEET

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 25RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 110

RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 5

141

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

1 32

54 6 1097 11 12

A

B

C

B

E

A

F

J

D

H

14'-0

"

K

24'-0"27

'-6.5

"24'-0"

24'-0"23'-0"

24'-0" 12'-0"15

'-0"

24'-0" 19'-7"

27'-6

.5"

3'-2

.5"

11'-9

.5"

3'-7"

20'-9

.5"

9'-1

0"23

'-0"

24'-0

"

1 BEDROOM TYPE

A

611

1 BEDROOM

610

1 BEDROOM TYPE

A

619

2 BEDROOM

618

2 BEDROOM

602 SF

930 SF

600

STAIR 2

6S1

6E1

ELEV 1

6E2

2 BEDROOM

617

602

FE

616

2 BEDROOM

WH

W

WH

WW

WH

W

DW

W

WH

W

WH

DW

W

WH

W

DW

WH

DW

W

WH

DW

WH

WW

DW

WH

W

WH

DW

WH

W

DW

NAS

NAS

NAS NASNAS

NAS NASNAS

NAS

NAS

NAS

NAS

607

2 BEDROOM

605

2 BEDROOM

609

1 BEDROOM TYPE

A

1 BEDROOM

614

1 BEDROOM TYPE

A

613

612 608

606

1 BEDROOM TYPE

A

1 BEDROOM

ELEC CLOSET

604

CORRIDOR

601

CORRIDOR

STAIR 1

6S2

JANITOR

CLOSET

ELEV 2

8

C

G

E

97'-2"

14'-0

"

24'-10"

24'-0

"

W

WH

DW

WH

W

DW

W

DW

DW

W

DW

W

DW

W

NAS

FE

15

S6162

64

20

25

12

61S62

S6363

S64

65

66

NAS

1.25

1.25

1.5 1.5 1.5

1.25

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

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.25

1.251.25

1.251.25

1.25

2" SXG W/2X1.5BUSHING

E-4012

STANDPIPELOCATION

NO BLOCK HANGER W/ ( 2 )5/16" x 1" HEX HEAD SCREW

ATTIC INSULATION TENTEDOVER SPRINKLER PIPING

EXPOSED CPVC PIPING

2" x 4" BOTTOM CHORD

ATTIC SPACE

WARM INTERIOR

BOTTOM CHORDOF WOOD TRUSS

AFCON #515 DOUBLE OFFSET HANGERW/ (2) #904 HEX HEAD SCREW

5/8" GYPSUM BOARD PERBUILDING CROSS SECTION

BOTTOM CHORDOF WOOD TRUSS

1 1/2" BTM. OF PIPE

NO BLOCK HANGER W/ ( 2 )5/16" x 1" HEX HEAD SCREW

Page 8: SFS START POINT - Seattle Housing Authority

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

ROOF

CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET

ROOFN

160 8

SCALE 1/8"=1'-0"

ELEV. CONTROL LOOP DETAIL

SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH

ESCUTCHEONFINISH

ORIFICESIZE

THREADSIZE

TEMP.RATING

QUANTITY

SPRINKLER LEGEND

RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 155 6RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 200 2

8

LISTER NOTES1. ALL PIPING THIS SHEET IS TO BE LOCATED AT 6" BELOW JOIST.2. ALL HANGERS ARE TO BE 5SW UNO.

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

8 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

3

4

1

6 75 9 10

A

E

B

11

B

A

D

F

C

J

K

14'-0

"

H

15'-0

"

24'-0"

24'-0" 24'-0"

23'-0"

12'-0" 24'-10"3'-7"

27'-6

.5"

14'-0

"3'

-2.5

"

19'-7"

11'-9

.5"

20'-9

.5"

24'-0

"24

'-0"

9'-1

0"

ELEVATOR

MACHINE

ROOM

R02

ROOF

STORAGE

RS1

ELEV 2

RE1

296' - 6"

R01

ELECTRICAL

CLOSET

R03

RE2

ELEV 1

STAIR 1

2

C

128

E

G

27'-6

.5"

24'-0" 12'-0"24'-0"

23'-0

"

KEY SWITCH (BY OTHERS)WIRE TO ELEVATOR

CONTROL VALVE IN ROOMROOF STORAGE R01

SEE ELEVATORMACH. ROOM

DETAIL THIS SHEET

1.5

2-8

1.5

8-4

1.5

1-6 1.5

10-0

1.5

6-0

1

4-0

2 5-0

2 3-0

1.5

4-0 1.5

2-0

1.5

10-0

1

1-0

1 1-0

1

0-6

1 5-6

1

3-01 4-6

2" DOWN TO LVL 6FLOOR CONTROLBELOW

(2) 1" SCH 40 (0-4)THRD X GRV

5'-0"AFF

(2) 1" SCH 40 TOE

1" ASCO 8210G14120V AC NORMCLOSED SOLENOIDVALVE TO BE WIREDTO KEY SWITCH BYOTHERS

1" SCH 40(0-4)THRD X GRV

1" SCH 40 (0-4)

(2) 1" THRDCOUPLINGS

1" SCH 40 (0-6.5)THRD X GRV

(2) 1" GROOVED COUPLINGS

1/2" DRAIN VALVE

Page 9: SFS START POINT - Seattle Housing Authority

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

STAIR 1 STANDPIPE

CERTIFICATE OF COMPETENCY STAMP

SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH

ESCUTCHEONFINISH

ORIFICESIZE

THREADSIZE

TEMP.RATING

QUANTITY

SPRINKLER LEGEND

TOTAL THIS SHEET

STAIR 10

SCALE 1/4"=1'-0"

4 8

TYP. FLOOR CONTROL ASSEMBLY

420

SCALE 1/2"=1'-0"

FLOOR CONTROL EQUIPMENT LIST

8351A

MODEL #

BBVSCS02

DESCRIPTION

2"

SIZE

1

QTY.

1"2"

11

TEST AND MAIN DRAIN W/ SIGHT GLASSWATER FLOW INDICATOR

GRV BUTTERBALL CONTROL VALVE

MANUFACTURER

AGFMILWAUKEE

WATER PRESSURE GAUGE

21

ITEM

1/4"1

2"1 AGF COMMERCIAL RISER PACK W/ GROOVED ENDS

FITTER NOTES1. 2.5" HOLES VALVES ARE TO BE ANGLED AT 45°

LVL 1 FLOOR CONTROL ASSEMBLY420

SCALE 1/2"=1'-0"

FLOOR CONTROL EQUIPMENT LIST

VSR

MODEL #

G300

DESCRIPTION

3"

SIZE

1

QTY.

1.25"---

11

TEST AND MAIN DRAIN W/ SIGHT GLASSWATER FLOW INDICATOR

BUTTERFLY CONTROL VALVE

MANUFACTURER

POTTER ELECTRIC

KENNEDY

WATER PRESSURE GAUGE

21

ITEM

1/4"1

3"1 SFS SHOTGUN RISER INCLUDING:

1000AGF1005PXULASHCROFT

LEVEL P LEVEL 1 LEVEL 2

LEVEL 3 LEVEL 6 LEVEL RF

FACING SOUTH

FLOORS 2-6

RCV2"1 SWING CHECK VALVE GLOBE3 RCV3"1 SWING CHECK VALVE GLOBE3

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

9 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

C E

LEVEL 6286'-3"

T.O. PLATE294'-6"

LEVEL 5277'-0"

LEVEL 3258'-6"

LEVEL 2249'-3"

ROOF296'-6"

LEVEL 1237'-9"

LEVEL P227'-9"

STAIR 1

LEVEL 4267'-9"

T

W

T

W

T

W

W

T

9 810

W

T

152

601

155

102

25

501

526

SP1

SP2

6

6

6

6

6

6

6

3A PLUM

4 PLUM

4 5-4

4

0-5.

5

4

2-0.

5

4 2-2

4 1-0

4

5-10

4 2-6

4 2-2

4 1-0

4 3-7

4 2-6

4 2-2

4 1-0

4 3-7

4 2-6

4 2-2

4 1-0

4 3-7

4 2-6

4 2-2

4 1-0

4

3-1.

5

4

2-11

.5

4 2-2

4 1-0

4 3-5

4 3-8

LEVEL 6286'-3"

T.O. PLATE294'-6"

LEVEL 5277'-0"

LEVEL 3258'-6"

LEVEL 2249'-3"

ROOF296'-6"

LEVEL 1237'-9"

LEVEL P227'-9"

LEVEL 4267'-9"

W

1.5

4-1

1.5

2-11

.5

1.5

2-2.

5

1.5

4-1

1.5

2-6

1.5

2-8

1.5

4-1

1.5

2-6

1.5

2-8

1.5

4-1

1.5

2-6

1.5

2-8

1.5

4-1

1.5

2-6

1.5

4-5

3

(0-1

0)

T

11 PLUM

9 PLUM

7 PLUM

10 PLUM

8 PLUM

5 PLUM

13 PLUM

12 PLUM

6 PLUM

14 PLUM

15 PLUM

16 PLUM

17 PLUM

2.5" GRV ANGLE HOSEVALVE W/ CAP A CHAIN TYP.

ROOFSTORAGE

4 2-2

4 1-0

PS1

UP

STAIR 1

3'-3"

1'-6

"

1'-1"

8

E

9 10

C

T

W1

(0-2

)

1

(0-4)TXG

1

2

2

(2-2

)

2

(0-4

)

3

W

T

3

(1-5

)

1.25

(0-6

)

2

1

1.25

(0-4)TXG

3

(0-3

)

3

DN

UP

FD

FD

2E1

ELEV 1

ELEV 2

2E2

STAIR 1

FD

2S1

1'-6

"

3'-3"

1'-1"

98 10

E

C

WW

DW

UP

DN

STAIR 1

PS1

1'-6

"

3'-3"

1'-1"

9 10

E

8

C

UP

DN

ELEV 2

ELEV 1

STAIR 1

3S1

3E2

3E1

1'-6

"

3'-3"

1'-1"

9

C

8 10

E

WW

DW

DN

6S1

ELEV 2

STAIR 1

6E2

ELEV 1

UP

6E1

1'-6

"

3'-3"

1'-1"

8 9 10

C

E

WH

W

DW

DN

RS1

ELEV 1

RE1

RE2

ELEVATOR

MACHINE

ROOM

ELECTRICAL

CLOSET

R03

STAIR 1

ELEV 2

ROOF

STORAGE

R01

R02

1'-6

"

3'-3"

1'-1"

8 109

C

E

7

Page 10: SFS START POINT - Seattle Housing Authority

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

STAIR 2 STANDPIPE

CERTIFICATE OF COMPETENCY STAMP

SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH

ESCUTCHEONFINISH

ORIFICESIZE

THREADSIZE

TEMP.RATING

QUANTITY

SPRINKLER LEGEND

TOTAL THIS SHEET

STAIR 20

SCALE 1/4"=1'-0"

4 8

SECTION A/9

FITTER NOTES1. 2.5" HOLES VALVES ARE TO BE ANGLED AT 45°

LEVEL 1 LEVEL 2 LEVEL 3-5 LEVEL 6

FACING NORTH

FACING WEST

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

10 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

DN

DN

3S2

STAIR 2

1S2

3

6S2

UP

DN

DN

UP

STAIR 2

STAIR 2

STAIR 2

2S2

1'-1"

9'-1

.5"

1'-1"

9'-1

.5"

1'-1"

9'-1

.5"

8'-9"

9'-1

"

B

33

BBB

3

A

2S2

STAIR 2CHAMPFER

SLAB & TRIM

INSULATION

FOR HEAD

CLEARANCE

2

BEDROOM

PARKING

2

BEDROOM

A9

AB

ROOF296'-6"

T.O. PLATE294'-6"

LEVEL 4267'-9"

LEVEL 3258'-6"

LEVEL 6286'-3"

LEVEL 5277'-0"

LEVEL 2249'-3"

LEVEL 1287'-9"

LEVEL P227'-9"

2

BEDROOM

2

BEDROOM

6

1

4" RISER CLAMP TYP

4

(2-2

)

4

(2-1

0)

4

(4-3

)

4

(2-2

)

4

(2-1

0)

4

(4-3

)

4

(2--

2)

4

(2-1

0)

4

(4-3

)

4

(2-2

)

4

(2-1

0)

4

(4-3

)

4

(1-9

.5)

4

(2-1

.5)

4

(2-8

.5)

3

BLUE

4

(8-7

.5)

1 GREEN

2 GREEN

4 GREEN

5 GREEN

6 GREEN

7 GREEN

8 GREEN

9 GREEN

10 GREEN

3 GREEN

1 GOLD

2 GOLD

2.5" GRV ANGLE HOSEVALVE W/ CAP A CHAIN TYP.

4

4

(6-5

)

4

BLUE

4

7-8

4

2-6

5 BLUE

1 GREEN

Page 11: SFS START POINT - Seattle Housing Authority