approx. dist. from fdc to nearest hydrant 2018.08.pdf · 2018. 9. 14. · 1" schedule 40 black...

NOTES:

CODES & STANDARDS:

VANCOUVER BUILDING BY-LAW - 2014

NFPA 13 - 2013

NFPA 14 - 2010

ALTERNATIVE SOLUTION PREPARED BY CAMPHORA ENGINEERING ISSUED ON NOVEMBER 20, 2017.

MUNICIPAL WATER SUPPLY:

SUMMER STATIC PRESSURE: 52 PSI

RESIDUAL PRESSURE: 49 PSI AT 1200 USgpm

WATER SUPPLY INFORMATION PROVIDED BY THE CITY OF VANCOUVER (MARCH 6, 2018)

SCOPE OF WORK:

NEW CONSTRUCTION WORK THAT REQUIRES COMPLIANCE WITH APPLICABLE CODES AND STANDARDS.

THE SCOPE OF WORK INCLUDES 2 LEVELS OF PARKING BELOW GRADE AND 6 LEVELS OF OCCUPANCY

ABOVE GRADE.

MAJOR OCCUPANCY & BUILDING CONSTRUCTION:

GROUP C (RESIDENTIAL)

GROUP F, DIV 3 (PARKING GARAGES)

BUILDING IS NON-COMBUSTIBLE CONSTRUCTION, SIX STOREYS

TOWNHOUSES ARE COMBUSTIBLE CONSTRUCTION, TWO STOREYS

BUILDING IS SPRINKLERED THROUGHOUT

ALL EQUIPMENT TO BE ULC, cUL LISTED AND FM APPROVED (WHERE APPLICABLE)

HANGERS AND BRACING IN CONFORMANCE WITH NFPA 13

PIPE & FITTINGS:

RESIDENTIAL & LIGHT HAZARD OCCUPANCIES:

1" THRU 3" CPVC BLAZEMASTER

CPVC BLAZEMASTER: TOLCO FIG. 22, 23, OR 24 HANGER AND WITHIN 6" OF EACH SPRINKLER

CPVC BLAZEMASTER MUST BE SEPARATED FROM AREA SERVED BY SPRINKLER SYSTEM BY CEILINGS,

WALLS OR SOFFITS CONSISTING OF A MINIMUM LATH AND PLASTER,

3

8

" GWB,

1

2

" PLYWOOD, OR

SUSPENDED MEMBRANE WITH STEEL SUSPENSION GRIDS AND PANELS OR TILES HAVING A MASS NOT

LESS THAN 0.35 LB/FT².

CPVC BLAZEMASTER MAY BE USED WITHIN A LIGHT HAZARD OCCUPANCY CONTAINING ORDINARY HAZARD

ROOMS EACH NOT EXCEEDING 400 FT² (I.E. MECHANICAL ROOMS, LAUNDRY ROOMS, STORAGE AREAS).

OTHERWISE NON-COMBUSTIBLE PIPE MUST BE USED.

ELECTRICAL WIRE/CABLE SHALL NOT CONTACT CPVC BLAZEMASTER.

EXPOSED AND ORDINARY HAZARD OCCUPANCIES:

1" SCHEDULE 40 BLACK STEEL

C/W O.I. SCREWED FITTINGS

DRY PIPE 1

1

4

" OR LARGER TO BE SCHEDULE 10 BLACK STEEL

WET PIPE 1

1

4

" OR LARGER TO BE SCHEDULE 10 BLACK STEEL

C/W GROOVED FITTINGS

ALL PIPE IS 1" UNLESS NOTED OTHERWISE

PIPE 1.5" OR LARGER RUN IN CONCEALED CEILING SPACES MAY BE INSTALLED WITHIN AND PARALLEL TO

COMPOSITE OR SOLID WOOD JOISTS. OTHERWISE MUST BE HUNG BELOW COMPOSITE OR SOLID WOOD

JOISTS.

ELECTRICAL REQUIREMENTS:

ELECTRICAL CONNECTIONS TO FLOW SWITCHES, PRESSURE SWITCHES, SUPERVISORY SWITCHES, HEAT

TRACING, AIR COMPRESSOR, AND ALARM PANEL SHALL BE PERFORMED BY OTHERS (DIV.16) AND IS NOT

PART OF THE FIRE SPRINKLER CONTRACTORS SCOPE OF WORK.

SUPERVISORY SWITCHES:

SUPERVISORY SWITCHES SHALL BE INSTALLED ON ALL VALVES SUPPLYING THE FIRE SPRINKLER SYSTEM

INSIDE THE BUILDING. CONDUCT TESTS FOR EACH SUPERVISORY SWITCH TO ENSURE THE INDICATION OF

THE TROUBLE CONDITION AND LOCATION ON THE ANNUNCIATOR BOARD PRIOR TO LEAVING THE SYSTEM

IN SERVICE.

FLEXIBLE COUPLINGS - 2.5" OR LARGER (REQUIRED IN AREAS SUBJECT TO EARTHQUAKES):

· FOR RISERS BETWEEN 3' TO 7' IN LENGTH PROVIDE FLEXIBLE COUPLINGS AT EITHER THE TOP ORBOTTOM

· FOR RISERS GREATER THAN 7' HIGH PROVIDE FLEXIBLE COUPLINGS WITHIN 24" OF TOP AND BOTTOM· FOR MULTISTORY BUILDINGS PROVIDE FLEXIBLE COUPLINGS WITHIN 12' ABOVE FLOORS AND WITHIN

24" BELOW FLOORS

· FOR FLOOR ZONE CONTROLS PROVIDE FLEXIBLE COUPLINGS WITHIN 12" BELOW IF FLOOR ZONECONTROL IS AT LEAST 24" BELOW FLOOR

· FOR FIRE SEPARATIONS OR MASONRY WALLS PROVIDE FLEXIBLE COUPLINGS WITHIN 12" OF BOTHSIDES UNLESS CLEARANCE REQUIREMENTS ARE MET (2" NOMINAL CLEARANCE FOR PIPE LESS THAN

4"; 4" NOMINAL CLEARANCE FOR 4" OR LARGER PIPE)

· AT INTERMEDIATE POINTS OF SUPPORT FOR A RISER PROVIDE FLEXIBLE COUPLINGS ABOVE ANDBELOW

FLEXIBLE COUPLINGS - PIPE OF ANY SIZE (REQUIRED IN AREAS SUBJECT TO EARTHQUAKES):

· FOR DROPS TO HOSE LINES, RACKS SPRINKELRS, AND MEZZANINES PROVIDE FLEXIBLE COUPLINGSWITHIN 24" OF THE TOP AND BOTTOM

· FOR DROPS EXCEEDING 15' THAT SUPPLY 2 OR MORE SPRINKLERS PROVIDE FLEXIBLE COUPLINGSWITHIN 24" OF THE TOP

SEISMIC PROTECTION:

SUPPLY AND INSTALL SWAY BRACE HANGERS ON THE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH

NFPA 13. HORIZONTAL PIPING SHALL BE 2-WAY SWAY BRACED EVERY 40 FEET AND 4-WAY SWAY BRACED

EVERY 80 FEET. THE TOP OF ALL RISERS AND THE CORNER OF ALL LOOPS SHALL ALSO BE EQUIPPED

WITH 4-WAY SWAY BRACES. PIPE HANGERS AND ANCHORS SHALL BE LISTED AND DESIGNED TO RESIST

LATERAL LOADS. POWER-ACTUATED FASTENERS AND DROP-IN ANCHORS ARE NOT PERMITTED.

PIPE HANGERS TO BE INSTALLED TO NFPA 13 REQUIREMENTS AND BE ULC LISTED. CONCRETE INSERTS

TO BE HILTI KWIK BOLT TZ (OR EQUAL) EXPANSION TYPE. DROP-IN ANCHORS ARE NOT PERMITTED.

TRIP TEST CONNECTION:

TRIP TEST CONNECTION NOT LESS THAN 1" TERMINATING IN A SMOOTH BORE CORROSION-RESISTANT

ORIFICE(S) INSTALLED ON THE END OF THE MOST DISTANT SPRINKLER BRANCH LINE(S) WITH A READILY

ACCESSIBLE SHUTOFF VALVE AND PLUG NOT LESS THAN 1" AT LEAST ONE OF WHICH IS BRASS OR NIPPLE

AND CAP.

FLUSHING OF SPRINKLER SYSTEM:

UNDERGROUND MAINS AND FIRE DEPARTMENT CONNECTION SUPPLY LINES SHALL BE FLUSHED BEFORE

CONNECTING TO THE SPRINKLER SYSTEM. FLUSH UNTIL EFFLUENT IS CLEAR AND FREE OF DEBRIS.

AFTER CONSTRUCTION ALL SPRINKLER PIPING SHALL BE FLUSHED TO ENSURE THAT NO DEBRIS IN THE

MAIN OR PIPING SYSTEM IS PRESENT THAT MIGHT OBSTRUCT THE SPRINKLER HEAD ORIFICES. PROVIDE

PROPER DRAINAGE FOR ALL TESTING.

DRAINAGE:

MAINS SHALL BE PITCHED AT LEAST

1

4

" PER 10'.

DRAINS SHALL BE 2".

AUXILIARY DRAINS SHALL CONSIST OF TWO 1" VALVES AND ONE 2"x12" CONDENSATE NIPPLE OR EQUAL,

ACCESSIBLY LOCATED. IDENTIFY LOCATIONS OF AUXILIARY DRAINS IN SYSTEM MAINTENANCE MANUAL.

REVIEW OF WORK DURING CONSTRUCTION:

THE CONTRACTOR SHALL CONTACT CARDINAL ENGINEERING LTD. TO PERFORM CONSTRUCTION REVIEWS

AT "ROUGH-IN" AND AT THE TIME OF THE SYSTEM VERIFICATION AND TRIP TEST FOR FINAL REVIEW PRIOR

TO OCCUPANCY.

DOCUMENTATION:

PROVIDE FIRE ALARM VERIFICATION REPORT, MATERIAL & TEST CERTIFICATES, AND CENTRAL

MONITORING REPORT TO CARDINAL ENGINEERING LTD. PRIOR TO ISSUANCE OF SCHEDULE C-B.

STANDPIPE SYSTEM & ZONING:

SPRINKLER SYSTEM IS ZONED AND MONITORED PER FLOOR

7'-7" CLEARANCE (2.3 M) FOR LOADING AREAS AND PATHWAYS TO PARKING SPACES FOR PERSONS WITH

DISABILITIES AS PER BY-LAW 4.8.1.(c).

CABLE-FREE DEPTH OF CONCRETE REQUIRED TO ACCOMMODATE PIPE ANCHORS :

TO ENSURE ADEQUATE DEPTH FOR SPRINKLER PIPE ANCHORS, THE CONCRETE MUST BE CLEAR OF

ELECTRICAL CABLING WITHIN 3" OF SLAB BOTTOM.

COMBUSTIBLE CONCEALED SPACES:

UNLESS ANY OF THE EXCEPTIONS IN NFPA 13 ARE MET, ALL CONCEALED SPACES ENCLOSED WHOLLY OR

PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. NOTIFY

ENGINEER IF ANY UNPROTECTED COMBUSTIBLE CONCEALED SPACES.

SYSTEM MAINTENANCE:

FLUSHING OF THE SPRINKLER SYSTEM AND GENERAL MAINTENANCE SHALL BE COMPLETED ON A

REGULAR BASIS AS PER NFPA 25, "INSPECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE

PROTECTION SYSTEMS".

DN

SIDEWALK

THE WONG

RESIDENCE

MAIN ENTRY & FIRE

FIGHTERS' RESPONSE

POINT

3

3

0

.

1

5

'

B

G

1

0

0

.

6

3

m

PARKADE

RAMP

PMT

PROPERTY LINE

54.56 m (179.00')

12'-0" SETBACK

PR

OP

ER

TY

LIN

E

38

.7

0 m

(1

26

.9

7')

10

'-0

" S

ET

BA

CK

54.56 m (179.00')

4'-0" SETBACK

PR

OP

ER

TY

LIN

E

10

'-0

" S

ET

BA

CK

3

3

2

.

3

5

'

B

G

1

0

1

.

3

m

3

3

4

.

5

5

'

B

G

1

0

1

.

9

7

m

3

3

3

.

8

3

'

B

G

1

0

1

.

7

5

m

3

3

3

.

2

0

'

B

G

1

0

1

.

5

6

m

3

3

2

.

9

4

'

B

G

1

0

1

.

4

8

m

3

3

2

.

5

5

'

B

G

1

0

1

.

3

6

m

3

3

1

.

4

6

'

B

G

1

0

1

.

0

3

m

3

3

0

.

8

4

'

B

G

1

0

0

.

8

4

m

14.99 m.

FIREFIGHTER PATH

(Max. 15m)

64.77 m.

FIREFIGHTER PATH

(Max. 65m)

5010 CAMBIE STREET

(TO BE RETAINED WITH

HERITAGE DESIGNATION)

BUILDING ADDRESSING

SIGNAGE

GAS

METER

CAMBIE STREET

'BASALT'

5058 CAMBIE STREET

VANCOUVER, BC

SIAMESE FIRE DEPARTMENT CONNECTION (2

1

2

" x 2

1

2

" x 4")

WITHIN 16' (5 M) OF PRINCIPAL ENTRANCE,

UNOBSTRUCTED FROM STREET, 18"-48" ABOVE GROUND

CITY MAIN (52 PSI STATIC)

DUAL 6" INTERCONNECTED WATER

SUPPLY BLUE BRUTE C900 OR EQUAL

(SEE CIVIL/MECH DRAWINGS)

SPRINKLER CONTRACT

BEGINS IN VALVE ROOM

200'

AP

PR

OX

. DIS

T. F

RO

M F

DC

TO

NE

AR

ES

T H

YD

RA

NT

SPRINKLER SUMMARY:

TY-FRB QR UPRIGHT [122]

STANDARD COVERAGE

155°F, K = 5.6

TYCO SERIES EC-14 UPRIGHT [62]

LISTED COVERAGE: 20' x 20'

155°F, K = 14.0

TY-FRB QR HSW [7]

STANDARD COVERAGE

155°F, K = 5.6

TYCO MODEL SW-24 ECOH HSW [1]

MAXIMUM COVERAGE: 16' x 24'

155°F, K = 11.2

TYCO SERIES LFII RESIDENTIAL PENDENT - TOWER [536]

LISTED COVERAGE: MAX 9-FEET OFF WALL (18'x18')

MAXIMUM AREA: 170 FT²

155°F, K = 4.9

TY-FRB QR RECESSED PENDENT [60]

STANDARD COVERAGE

155°F, K = 5.6

TYCO SERIES LFII RESIDENTIAL HSW [130]

LISTED COVERAGE: MAX 14' OFF WALL (14'x14')


155°F, K = 4.2

VIKING VK486 RESIDENTIAL HSW [8]



155°F, K = 4.0

W


PER ALTERNATIVE SOLUTION

LINEAR COVERAGE: 6'-0" OC

6" TO 12" AWAY FROM GLAZING

MINIMUM FLOW RATE: 27 USGPM

155°F, K = 5.6

TYCO DS-1 QR DRY HSW [3]

STANDARD COVERAGE

155°F, K = 5.6

NOTE: 175°F SPRINKLERS TO BE INSTALLED IN

WASHER/DRYER CLOSETS

TYCO SERIES LFII RESIDENTIAL PENDENT - TH [59]



155°F, K = 4.9

TYCO DS-1 QR DRY UPRIGHT [24]



200°F, K = 5.6

DRY PIPE VALVE

SWITCH

SYSTEM LOW AIR PRESSURE ALARM

PRESSURE RELIEF VALVE

W/T TROUBLE CIRCUIT

RESTRICTED ORIFICE

AIR PRESSURE

NOT TO SCALE

VALVE C/W TAMPER SWITCH W/T

TO DRAIN LARGE ENOUGH TO

ACCEPT FULL FLOW.

FROM MAIN WATER SUPPLY

TROUBLE CIRCUIT.

LISTED AIR COMPRESSOR

C/W AIR HOLDING TANK

MAIN DRAIN VALVE

O.S.& Y. OR INDICATING BUTTERFLY

TO OTHER D.P.V's.

ALARM TEST VALVE

W/T ALARM CIRCUIT

ALARM PRESSURE SWITCH

TO SPRINKLER SYSTEM

RESTRICTED ORIFICE OR

SUPPLY SIDE PRESSURE

POTTER BVS

DRY PIPE

VALVE

CHECK VALVE

BALL DRIP

DRAIN CUP

GAUGE

VALVE W/T TROUBLE CIRCUIT.

SYSTEM PRESSURE GAUGE

SUPERVISED ALARM SHUT-OFF

HEAT TRACIING:

HEAT-TRACE & INSULATE WET FIRE PROTECTION PIPING

WHERE INSTALLED IN UNHEATED AREAS. THE FOLLOWING

MATERIALS ARE TO BE EMPLOYED:

-DREXAN HEATRACER MULTIRACE SELF-REGULATING CABLE

-DREXAN TRACEMATE CONTROL AND MONITORING SYSTEM

AND CONNECTED TO FIRE ALARM PANEL

- 1.5" FIBREGLASS PIPE INSULATION AND WEATHERPROOF

EXTERIOR COVERING

-208 V / 3 PHASE

INSTALLATION TO COMPLY WITH DREXAN HEATTRACER FIRE

SPRINKLER FREEZE PROTECTION

DESIGN GUIDE AND INSTALLATION MANUAL: HD102710-1

(OR EQUAL)

24"

12"

FLOW SWITCH W/T ALARM

SWITCH W/T TROUBLE CIRCUIT (0.25 A, 24 VDC OR 125 VAC)

ZONE CONTROL VALVE C/W TAMPER

(VICTAULIC TESTMASTER STYLE 720)

TO SPRINKLERS

DRAIN RISER

FLEXIBLE COUPLING

ALARM TEST MODULE

CHECK VALVE

FLOOR SLAB

FLEXIBLE COUPLING

PRESSURE GAUGE

STANDPIPE

STANDPIPE ANGLE VALVE

WITH CAP & CHAIN

DRAIN RISER

CIRCUIT RETARD SETTING 20 SECONDS

FLOOR ZONE CONTROL W/ CHECK VALVE DETAIL

NOT TO SCALE

(LENGTH NOT TO EXCEED 7'-0")

FIG. 910

1" BLACK STEEL PIPE

TYPICAL

(SCHED. 40)FAST CLAMP

45-59°

FIG. 1000

HANG

ER

TYPICALFIG. 910

212 PIPE CLAMP

FAST CLAMPFIG. 1000

1" BLACK STEEL PIPE (SCHED. 40)

TYPICALFIG. 910

FAST CLAMPFIG. 1000

(SCHED. 40)

1" BLACK STEEL PIPE

LATERAL SWAY BRACING FOR MAINS UP TO 4"

NOT TO SCALE

LONGITUDINAL SWAY BRACING FOR MAINS UP TO 4"

NOT TO SCALE

FAST CLAMP RISER BRACE (FIG. 1000)

NOT TO SCALE

IN SEISMIC ZONES USE HILTI KWIK

BOLT TZ ANCHOR OR EQUAL





LAG-SCREW IN WOOD

LAG-SCREW IN WOOD

LAG-SCREW IN WOOD

TOLCO FIG. 907

TOLCO FIG. 1000 " FAST CLAMP"

TOLCO FIG. 909 (2)

4-WAY SWAY BRACE:

NOT TO SCALE



LAG-SCREW IN WOOD

SPRINKLER PIPE

UNDERGROUND PIPE

2 1/2" HOSE CONNECTION

PRESSURE GAUGE

P

FLOW SWITCH WIRED TO ALARM CIRCUIT

NODE POINTS FOR HYDRAULIC CALCULATION

SUPERVISED CONTROL VALVE W/T TROUBLE CIRCUIT

CHECK VALVE C/W BALL DRIP

N

LEGEND

2 WAY SWAY BRACE

4 WAY SWAY BRACE

DRY OR FROST PROOF HYDRANT WITH FIRE

DEPARTMENT PUMPER CONNECTION

POST INDICATOR VALVE (PIV)

NON-INDICATING STEM VALVE OR DRAIN VALVE

CONCRETE INSERT

10 THREADED ROD

BAND HANGER

HANGER DETAIL - CONCRETE:

NOT TO SCALE



PITCH

ACCESSIBLE LOCATION

TEST VALVE IN READILY

PLUG - REMOVE FOR TESTING

CORROSION RESISTANT EQUIVALENT ORIFICE FOR

DRY SYSTEM SPRINKLERS (2 FLOWING)

INSPECTORS TEST CONNECTION FOR DRY SYSTEM

NOT TO SCALE

BRANCH LINE

AL 1 - EXIT EXPOSURE PROTECTION:

· 5.6-K QR, PENDENT SPRINKLERS· 6'-0" SPACING ON-CENTRE AND POSITIONED 6"

TO 12" AWAY FROM GLAZING

· 27 USGPM PER SPRINKLER FED FROM FLOORZONE

· CAN BE USED FOR FLOOR COVERAGE 3' x 6'TOWARDS THE OPPOSITE SIDE OF THE

UNPROTECTED OPENING

NOTE: WHERE STANDARD SPRAY SPRINKLERS ARE

WITHIN 6'-0" OF EACH OTHER OR A RESIDENTIAL

SPRINKLER IS WITHIN 8'-0" OF ANOTHER SPRINKLER A

NON-COMBUSTIBLE CROSS BAFFLE SHALL BE

INSTALLED. THE BAFFLE SHALL BE AT LEAST 8" WIDE

AND 6" HIGH WITH THE BOTTOM OF THE BAFFLE

EXTENDING DOWN TO A LEVEL AT LEAST EQUAL WITH

THE SPRINKLER DEFLECTOR

WATER CURTAIN SPRINKLER AT CEILING

NOT TO SCALE

STANDARD SPRAY PENDENT QR SPRINKLER

SPRINKLER POSITIONED AT CEILING SHALL BE 6"

TO 12" HORIZONTALLY FROM A WALL/BULKHEAD

AT THE PLANE OF THE OPENING

PLANE OF

OPENING

N

SP 1 OF

CARDINAL ENGINEERING LTD.

SUITE 709, 610 GRANVILLE STREET, VANCOUVER, BC, V6C 3T3

TEL: 604-605-0606 Email: [email protected]

NO. DATE: ISSUED FOR:

ENGINEER-OF-RECORD

1 MAR. 23, 2018 REVIEW

BASALT

5058 CAMBIE STREET

VANCOUVER, BC

FIRE SPRINKLER SYSTEM

PENNYFARTHING DEVELOPMENT LTD.

#100 1450 CREEKSIDE DRIVE, VANCOUVER, BC

TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC

2 JUL 19, 2018 UPDATED FOR AL SOLUTIONS

3 AUG 30, 2018 UPDATED PER CODE/MECH/ARCH COMMENTS - BACKGROUNDS UPDATED

SITE PLAN

SCALE: 3/32" = 1'-0"

UP

UP34.78 SFLOCKER

SR-10

34.95 SFLOCKER

SR-09

28.72 SFLOCKER

SR-08

29.84 SFLOCKER

SR-05

28.72 SFLOCKER

SR-06

28.1 SFLOCKER

SR-07

29.78 SFLOCKER

SR-12

29.56 SFLOCKER

SR-13

29.56 SFLOCKER

SR-14

29.56 SFLOCKER

SR-15

29.56 SFLOCKER

SR-16

35.1 SFLOCKER

SR-19

34.32 SFLOCKER

SR-18

35.1 SFLOCKER

SR-17

ELEV. LOBBY

P203

BULK STORAGE

P201

BULK STORAGE

P205

29.14 SFLOCKER

SR-04

29.14 SFLOCKER

SR-03

29.84 SFLOCKER

SR-02

STAIR 4

S4-P2

P2 PARKING

P200

37.87 SFLOCKER

SR-01

E.M.R.

P202

EA

EB

E1

E2

35.37 SFLOCKER

SR-11

STAIR 3

S3-P2

P1

P1

P4

P4

P3

P3

P2

P2

PDPD

PAPA

PCPC

PB

PB

P2 EXHAUST

VESTIBULE

P204

17

'-0

"

1.5

"

19

'-3

"

1.5

"

17

'-0

"

1.5

"

19

'-3

"

1.5

"

17

'-0

"

1.5

"

19

'-3

"

1.5

"

17

'-0

"

1.5

"

19

'-3

"

1.5

"

17

'-0

"

19

'-3

"

1.5

"

17

'-0

"

1.5

"

19'-6" 17'-3"

1.5" 1.5"

19'-6" 17'-3"

1.5" 1.5"

19'-6" 17'-3"

1.5" 1.5"

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

10

'-0

"

1"

3'-3

"

1"

12

'-9

"

3"

12'-10"

3'-6

"4

'-1

1"

5'-7"8'-9"

6'-7

"

5'-2"6'-2"

7'-2

"3

'-4

"

7'-0"

1"

1.5

"1

.5

"

1.5" 1.5"

1.5

"

1.5"

1"

4'-9"

1.5"

1"

1"1"

4'-5"

1"

4'-1

"5

'-1

0"

4'-8

"

7'-11"

1"

1"

1"

1"

20'-0"

4"

4"

20'-0"

4"

20'-0"

4" 4"

19

'-9

"1

9'-5

"1

0'-9

"8

'-8

"

4"

4"

4"

4"

4"

10'-2"

1.5"

4'-1

"

1"

200°

29'-1"

4"

5'-0"

11

'-1

0"

1"

12

'-9

"

3"

4"

4" UP

26

'-5

"

4"

H.G.

200°

24" A.F.F.

4'-11"

1"

INSPECTOR'S LOW POINT

TEST CONNECTION

10

'-0

"

1"

3'-3

"

1"

10

'-0

"

1"

3'-3

"

1"

4"

9'-11"

4"

9'-11"

7'-2" 12'-10"

4"

11'-8" 7'-1"

4"

11'-1"

1"

5'-7"

1.5"

5'-6"

1.5"

5'-7"

1.5"

5'-6"

1.5"

11'-1"

1.5"

5'-8

"6

'-1

"5

'-6

"1

1'-0

"

3"

3"

3"

3"

7'-2"

1"

4'-0"

1"

4'-0"

1.5"

4'-11" 5'-10" 6'-0"

1.5" 1.5" 1.5"

10'-10" 9'-0"

1" 1"

4'-7" 5'-7" 5'-3" 5'-2"

1.5" 1.5" 1.5" 1.5"

4'-5

"

3"

9'-5

"7

'-9

"5

'-8

"4

'-7

"

3"

3"

3"

3"

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:


STANDARD COVERAGE

155°F, K = 5.6



155°F, K = 14.0

TY-FRB QR HSW [1]

STANDARD COVERAGE

155°F, K = 5.6

N

SP 2 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL P2 PLAN

SCALE: 1/8" = 1'-0"

UP

DN

DN

T1

GARBAGE &

RECYCLING

P101

BICYCLES

P106

MECHANICAL

P108

ELECTRICAL

P112

BICYCLES

P107

SERVICE

P102

TYPE TH1

P109

TYPE TH1

P110

TYPE TH1

P111

1087521

AA

BB

CC

D

G

G

EA

EB

E1 E2

TATA

TBTB

T2 T3 T4 T5

F

3

BICYCLES

P105

P1 PARKING

P100

STAIR 3

S3-P1

STAIR 4

S4-P1

ELEV. LOBBY

P103

VESTIBULE

P104

P1

P1

P4

P4

P3

P3

P2

P2

PDPD

PAPA

PCPC

PB

PB

P1 EXHAUST

P2 EXHAUST

VALVE STN.

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

12

'-9

"

3"

MIN 18" CLEARANCE

BETWEEN TOP OF FLOOR

MOUNTED OBSTRUCTION AND

SPRINKLER DEFLECTOR

MIN 18" CLEARANCE

BETWEEN TOP OF FLOOR

MOUNTED OBSTRUCTION AND

SPRINKLER DEFLECTOR

4'-3

"4

'-2

"

1"

1"

SPRINKLER NOT REQUIRED IN ELECTRICAL

ROOM WITH 2 HRR ENCLOSURE WHERE NO

STORAGE PERMITTED, DRY EQUIPMENT

ONLY, AND DOOR HAS 1.5 HRR RATING

17

'-0

"

1.5

"

19

'-3

"

1.5

"

17

'-0

"

1.5

"

10

'-5

"

1.5

"

17

'-0

"

1.5

"

19

'-3

"

1.5

"

17

'-0

"

1.5

"

17

'-0

"

1.5

"

19

'-3

"

2"

17

'-0

"

1.5

"

10'-5"

1.5"

10'-5"

1.5"

10'-5"

1.5"

10'-5"

1.5"

10'-5"

1"

10'-5"

1"

10'-5"

1"

8'-0"

1"

8'-0"

1"

8'-0"

1"

8'-0"

1"

8'-0"

1"

8'-0"

1"

13

'-3

"

1.5

"

12

'-9

"

1.5

"

6'-11"

2"

9'-7"

2"

5'-8"

2"

8'-1

"

1.5

"

11

'-0

"

1.5

"

8'-1

"

1.5

"

11

'-0

"

1.5

"

5'-7"8'-11"

1"1"

4'-9"

1"

6'-7

"

1"

8'-11"

1"

9'-2

"6

'-1

0"

10

'-1

"

4"

4"

9'-2

"

4"

4"

4"

31

'-2

"

6'-9"

4"

4"

8'-9"

1.5"

8'-1

0"

1.5

"

8'-7"

1.5"

7'-1"

1.5"

10

'-5

"

1.5

"

7'-10"

1.5"

10

'-5

"

1.5

"

16

'-8

"

1.5

"

16

'-8

"

1.5

"

7'-7

"

1.5

"

11'-2"

1.5"

20'-0"

1.5"

5'-9" 14'-3"

1.5" 1.5"

20'-0"

1.5"

5'-9" 14'-3"

1.5" 1.5"

15'-5" 14'-3"15'-5"

1.5" 1.5" 1.5"

4'-9"

1.5"

8'-1

0"

1"

8'-5"

1"

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

3'-3"

1"

10'-0"

1"

10

'-0

"

1"

8'-2

"

1"

10

'-0

"

1"

8'-2

"

1"

13

'-7

"

27'-5"

9'-7"9'-0" 6'-3"

4'-0

"

3"

6'-1

1"

10

'-1

1"

1.5

"1

.5

"

10

'-1

1"

3"

19

'-5

"3

6'-8

"

4'-10" 15'-0"17'-8"

15'-8" 15'-8"19'-10"19'-10"19'-10"19'-10"

4" 4" 4" 4" 4" 4" 4" 4" 4"

4"

4"

4"

4" 4" 4" 4"

8'-7

"

1.5

"

10

'-9

"1

0'-0

"

13'-0"

1"

1.5

"1

.5

"

8'-8"

1.5"

8'-8"

1.5"

DUAL 6" INTERCONNECTED WATER SUPPLY

BLUE BRUTE C900 OR EQUAL

(SEE CIVIL/MECH DRAWINGS)

SPRINKLER CONTRACT

BEGINS IN VALVE ROOM

01

02

03

04

4" UP WET

17'-0"

11

'-8

"

4"

4"

4" UP

TO FDC

HSW HEADS BELOW

OVERHEAD GATE

3" UP

TO TH 109

3" UP

TO TH 110 & 111

7'-1

1"

4"

51'-4"

4" TO TOWNHOUSES

7'-1

1"

3"

37'-11"

4" TO TOWNHOUSES

83

'-5

"

4" W

ET

T

O T

OW

NH

OU

SE

S

4" UP

WET

0508 06

07

1012

13

11

1" UP 1" UP1" UP

HG HG HG

HG

36'-6"

2.5"

GALVANIZED PIPE

EXTERNALLY WRAPPED

49

4'-1

1"

1"

2.5" UP

TO H/C

71

'-2

"

2.5

" D

RY

30'-4"

2.5" DRY TO H/C

x 3

4" DN

37'-0"

4"

42

'-1

0"

4"

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:


STANDARD COVERAGE

155°F, K = 5.6



155°F, K = 14.0

TY-FRB QR HSW [2]

STANDARD COVERAGE

155°F, K = 5.6

TYCO MODEL SW-24 ECOH HSW [1]


155°F, K = 11.2

TYCO SERIES LFII RESIDENTIAL PENDENT [9]



155°F, K = 4.9

HYDRAULIC CALCULATION:

AREA: PARKING LEVEL 1

NFPA 13 - OH GROUP 1

DESIGN AREA: (1500 FT² + 30%) 1950 FT²

ACTUAL DESIGN AREA: 2002 FT²

DENSITY: 0.15 USgpm / FT²

No. OF EC-14 SPRINKLERS FLOWING: 6

COVERAGE / EC-14 SPRINKLER: 20' x 20'

MINIMUM DISCHARGE / EC-14 SPRINKLER: 60 USGPM

SYSTEM DEMAND AT CITY CONNECTION:

643.4 USgpm at 44.0 PSI

EXCESS PRESSURE AT DEMAND FLOW: 7.1 PSI

INCLUDING 250 USGPM OUTSIDE HOSE ALLOWANCE

N

SP 3 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL P1 PLAN

SCALE: 1/8" = 1'-0"

T1

10

10875

2

2

1

1

AA

BB

CC

DD

GG

EA

EB

E1 E2

TATA

TBTB

T2 T3 T4 T5

4 6 9

F

F

3

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

7' - 8" A.F.F.

C-1

8' - 2" A.F.F.

C-1

8' - 0" A.F.F.

R-C-7

8' - 0" A.F.F.

R-C-7

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C4

8' - 9" A.F.F.

R-C-7

8' - 0" A.F.F.

C-1

8' - 2" A.F.F.

C-1

8' - 8" A.F.F.

C-1

8' - 8" A.F.F.

C-1

8' - 8" A.F.F.

R-C-7

7' - 8" A.F.F.

4'-7"

1"

4'-7"

1"

4'-7"

1"

4'-7"

1"

8'-3

"

1.5

"

8'-3

"

1.5

"

8'-3

"

1.5

"

4" DN WET

11

'-9

"

4"

19'-3" 85'-10"17'-8"

10

'-2

"

4"

4" 4" 4"

10

'-2

"

4"

4" DN

4" DN

200°

4"

4" 4" 4" 4"

2"

1.5" 1.5" 1.5"

1.5"1.5"

1.5"

1.5"

W

W

W

7'-7

"

1.5

"

14'-11"

1.5"

6'-0

"

1.5

"

2"

1.5

"

2"

2"

W

W

W W

W

W

W

2"

BULKHEAD REQ'D

W W

14'-2"

1.5"

6'-0"

1.5"

17

'-4

"

1.5

"

6'-0

"

1"

6'-0

"

1.5

"

6'-0

"

2"

6'-0

"

2"

4'-0

"

4'-6"

1.5"

2"

7'-0" 8'-0"

4"4"4"

1.5"

1.5"

W

WW

W

W W W

1.5"

ZC

5'-6"

1.5" 2"

1.5"

1.5"

9'-4"

8'-8

"

1.5

"

6'-0"

1.5"

4'-10"

1.5"

18

'-0

"

1.5

"

1.5"1.5"

1.5"

1.5

"

1.2

5"

1.2

5"

2"

1.5

"1

.5

"

1.2

5"

1.2

5"

06

05

07

11

08

10 09

12

13

14

17

15

16

18

19

20

2122

23

24

25

26

7'-0

"

1.5

"

7'-0

"

1.5

"

2"

12'-4"

3'-0"

1.5"1"

1"

4"

27

28

29

3031

32

34 37

33

40

39

41

35

36

38

NOTE: STEEL PIPE TO

BE USED IN AMENITY ROOM

3" DN

3" DN

1.5

"

1.5"

2"

2"2"

1.5"

1.5"

2"2"

2"

2"2"

2"

1.5" UP

1.5" UP

1.5" UP 1" UP

1" UP

1" UP

1.5" UP

1.5" UP

1.5" UP

1.5" UP 1" UP

1.5" UP

1.5" UP1.5" UP

1.5

"

1.5

"

1" DN1" DN 1" DN

SIAMESE FIRE DEPARTMENT CONNECTION (2

1

2

" x 2

1

2

" x 4")

WITHIN 16' (5 M) OF PRINCIPAL ENTRANCE,

UNOBSTRUCTED FROM STREET, 18"-48" ABOVE GROUND

6'-6

"

1"

1"

4'-7"

50

53

545556

52

1.5"

1.5

"

1.5

"

1.5

"

1.5

"

2"

7273

74 7571

2"

3'-0"

BAFFLE REQUIRED

2.5" HOSE

CONNECTION

W

6'-4

"

7'-1

"8

'-4

"

1"

1"

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.9


STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.2

TY-FRB QR HSW [1]

STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.0

W






155°F, K = 5.6

TOWNHOUSE SPRINKLER SUMMARY:




155°F, K = 4.9

TYCO DS-1 QR DRY HSW [3]

STANDARD COVERAGE

155°F, K = 5.6


STANDARD COVERAGE

155°F, K = 5.6


AREA: LEVEL1 - AMENITY WITH WATER CURTAIN

NFPA 13 - LIGHT HAZARD

DESIGN AREA: (1500 FT² - 40%) 900 FT²

ACTUAL DESIGN AREA: 602 FT²

DENSITY: 0.10 USGPM / FT²

No. OF SPRINKLERS FLOWING: 7

MAXIMUM DESIGN COVERAGE / SSP SPRINKLER: 225 FT²

MINIMUM FLOW / SSP SPRINKLER: 22.5 USGPM

No. EXPOSURE PROTECTION SPRINKLERS FLOWING: 5 (NODES

19,20,22,23,24,25,26)

MINIMUM DISCHARGE/ EXPOSURE PROTECTION SPRINKLER: 27 USgpm




INCLUDING 100 USgpm OUTSIDE HOSE ALLOWANCE


AREA: RESIDENTIAL SUITE LEVEL 1 - UNIT 105

NFPA 13 W/WATER CURTAIN


No. RESIDENTIAL PENDENT SPRINKLERS FLOWING: 3

LISTED COVERAGE / RES. PENDENT: 18' x 18'

MAXIMUM COVERAGE / RES. PENDENT: 170 FT²

MINIMUM DISCHARGE / RES. PENDENT: 17.0 USgpm

No. RESIDENTIAL HSW SPRINKLERS FLOWING: 1

LISTED COVERAGE / RES. HSW: 14' x 14'

MAXIMUM COVERAGE / RES. HSW: 140 FT²

MINIMUM DISCHAGE / RES. HSW: 14.0 USgpm

No. EXPOSURE PROTECTION SPRINKLERS FLOWING: 3 (NODES 35,36,41)






W






155°F, K = 5.6

N

SP 4 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL 1 PLAN

SCALE: 1/8" = 1'-0"

10

10875

2

2

1

1

AA

BB

CC

DD

GG

EA

EB

E1 E2

4 6 9

F

F

3

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

7' - 8" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

C-1

8' - 6" A.F.F.

W/D

W/D

W/D

T1

TA

TB

T2 T3 T4 T5

TYPE TH1

109

TYPE TH1

110

TYPE TH1

111

1.5

"

1.5"

2"1.5"2"

1.5

"

1.25"

2"

1.5

"

2" 1.25"

1.5

"

1.2

5"

1.2

5"

W

W

WW

W

W

W

W

W

W

W

WW

W

W

W W

BULKHEAD REQ'D

BULKHEAD REQ'D

BULKHEAD REQ'D

BULKHEAD REQ'DBULKHEAD REQ'D

BULKHEAD REQ'D

BULKHEAD REQ'D

W

1.5"

4'-5

"

1.5

"

5'-8

"7

'-9

"

1.5

"1

.5

"

2"

2"

2"

2"

9'-4

"9

'-3

"

6'-0"

11'-0"

11'-1"

4'-4

"

1.5

"

3'-9"

1.5"

13

'-8

"

1.5

"

10

'-4

"

2"

6'-0"

2"

4'-9"

2"

3'-8

"

2"

2"

4'-5

"

2"

5'-6"

2"

6'-6"

2"

3'-5"

2"

5'-0

"

2"

28'-9"

1.5"

6'-1

"6

'-0

"

1.5

"1

.5

"

6'-0"

2"

6'-0"

2"

12'-10"

2"

05

060708 26

28

30

2731

32 34

36

37

35

38

40

43

39

41

42

13

0912

14

15

19

1817

16

22

BULKHEAD REQ'D

33

44

46

47

48

2"

1.5

"1

.5

"

2"

1.25"

1.5"1.5"

1.5"

W

BULKHEAD REQ'D

1.5"

2"

P

3" 3" 3" 3"

05

29

2"

200°

2"

1.5" 1.5" 1.5"1.5"

W

W

7'-7

"

1.5

"

14'-11"

1.5"

6'-0

"

1.5

"

2"

2"

2"

2"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.5" DN

1.5" DN

1.5" DN

1" DN

1" DN

1" DN

W W

1.5" DN

6'-0"

1.5"

W W

1.5" DN

6'-0"

1.5"

WATER CURTAIN SPRINKLERS

IN RAISED CEILING SUCH THAT

DEFLECTOR IS ABOVE ADJACENT CEILING

HEIGHT TO PREVENT COLD SOLDERING

3"

66

68

70

69

67

62

61

57

63

65

64

58

59

60

1.5" DN

1" DN 1" DN

76

77

78

79

80

82

81

8384

85

86

87

CONCRETE PILLAR

TO ACT AS BAFFLE

13'-4"

1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP

1" UP 1" UP 1" UP

1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP 1" UP

1" UP

WATER CURTAIN SPRINKLERS

IN RAISED CEILING SUCH THAT

DEFLECTOR IS ABOVE ADJACENT CEILING

HEIGHT TO PREVENT COLD SOLDERING

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.9


STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.2

TY-FRB QR HSW [1]

STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.0

W






155°F, K = 5.6













No. EXPOSURE PROTECTION SPRINKLERS FLOWING: 5 (NODES 14,15,17,18,19)






TOWNHOUSE SPRINKLER SUMMARY:




155°F, K = 4.9

W






155°F, K = 5.6


AREA: RESIDENTIAL SUITE TOWNHOUSE LEVEL 2 - UNIT 110







No. EXPOSURE PROTECTION SPRINKLERS FLOWING: 2 (NODES 61,62)







AREA: RESIDENTIAL SUITE TOWNHOUSE LEVEL 2 - UNIT 111

NFPA 13










N

SP 5 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL 2 PLAN

SCALE: 1/8" = 1'-0"

10

10875

2

2

1

1

AA

BB

CC

DD

GG

EA

EB

E1 E2

4 6 9

F

F

3

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

7' - 8" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

RD

RDC4

8' - 0" A.F.F.

T1

TATA

TBTB

T2 T3 T4 T5

200°

P

2.5

"

2.5" 2.5" 2.5" 2.5"

1.2

5"

1.2

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"

1.2

5"

1.25"

1.25"

1.25"

1.2

5"

1.25" 1.25"

05

06

08

09

10

11

12

13

14

15

16

17

18

20

19

21

22

23

24

25 38

28

27

26

31

30

29

32

33

34

35

36

37

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.9


STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.2

TY-FRB QR HSW [1]

STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.0



NFPA 13






No. VK486 HSW SPRINKLERS FLOWING: 2








TYCO DS-1 QR DRY UPRIGHT [24]



200°F, K = 5.6

N

SP 6 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL 3 PLAN

SCALE: 1/8" = 1'-0"

10

10875

2

2

1

1

AA

BB

CC

DD

GG

EA

EB

E1 E2

4 6 9

F

F

3

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

7' - 8" A.F.F.

C-1

8' - 0" A.F.F.

C-2

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-2

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

T-BAR

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-2

8' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

8' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

8' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

8' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

8' - 0" A.F.F.

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RDRD

C-2

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

8' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-1

8' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

P

2.5

"

2.5" 2.5" 2.5" 2.5"

200°

1.2

5"

1.2

5"

1.2

5"

1.2

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"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.9


STANDARD COVERAGE

155°F, K = 5.6

N

SP 7 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL 4 PLAN

SCALE: 1/8" = 1'-0"

10

10875

2

2

1

1

AA

BB

CC

DD

GG

EA

EB

E1 E2

4 6 9

F

F

3

C-1

8' - 6" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

C-1

9' - 0" A.F.F.

T-BAR

9' - 0" A.F.F.

T-BAR

9' - 0" A.F.F.

200°

P

2.5

"

2.5" 2.5" 2.5" 2.5"

1.2

5"

1.2

5"

1.2

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"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

05

06

07

08

09

10

11

12

13

14

15

1617

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

1.25" 1.25"

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.9


STANDARD COVERAGE

155°F, K = 5.6




155°F, K = 4.2

TY-FRB QR HSW [1]

STANDARD COVERAGE

155°F, K = 5.6



NFPA 13














N

SP 8 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL 5 PLAN

SCALE: 1/8" = 1'-0"

10

10875

2

2

1

1

AA

BB

CC

DD

GG

EA

EB

E1 E2

4 6 9

F

F

3

C-2

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

9' - 0" A.F.F.

C-2

10' - 0" A.F.F.

C-2

10' - 0" A.F.F.

C-2

10' - 0" A.F.F.

C-2

10' - 0" A.F.F.

C-2

10' - 0" A.F.F.

RD

RDRDRD

RD RD

RD

RD

RD

RD

RDRD

RD

T-BAR

9' - 0" A.F.F.

T-BAR

9' - 0" A.F.F.

C-2

8' - 6" A.F.F.

200°

P

05

06

07

11

10

08

09

12

15

13

16

18

17

19

20

21

2514

22 23 24 26

27

28

29

30

31

32

33

35

36

39

41

42

43

34

40

1" UP

45

2.5

"

2.5" 2.5" 2.5" 2.5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

5"

1.2

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"

2.5"

2.5" UP

TO ROOF HC

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.9


STANDARD COVERAGE

155°F, K = 5.6



NFPA 13












NFPA 13














N

SP 9 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



LEVEL 6 PLAN

SCALE: 1/8" = 1'-0"

DN

DN

DN

DN

DN

10

10875

2

2

1

1

A

BB

CC

DD

GG

EA

EB

E1 E2

4 6 9

F

F

3

3

SD

SDSDSD

SD SD

SD

SD

SD

SD

RDRD

SD

W81

44

1" DN

20100

5

SCALE 1/8"= 1'-0"

SPRINKLER SUMMARY:




155°F, K = 4.2

N

SP 10 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



ROOF PLAN

SCALE: 1/8" = 1'-0"

Tectonic Copyright 2007

333'-0"

LEVEL 1

342'-10"

LEVEL 2

352'-6"

LEVEL 3

362'-2"

LEVEL 4

373'-4"

LEVEL 5

384'-0"

LEVEL 6

320'-5"

LEVEL P1

310'-10"

LEVEL P2

395'-7"

ROOF

398'-5"

ELEVATOR

R-F-6

R-F-6

R-F-6

R-F-6

R-F-6

R-F-5

F-1

R-F-6

R-F-6

R-F-6

R-F-6

R-F-6

R-F-5

F-1

TYPE PH4

STAIR 2

STAIR 4

PARKING RAMP

PARKING RAMP

TYPE A1

TYPE A1

TYPE A1

TYPE A1

TYPE B2

TYPE B2

TYPE B2

STAIR 3

STAIR 1

AMENITY

TYPE B7

TYPE B7

TYPE A3

TYPE PH1

TYPE A2

TYPE A2

TYPE A2

LOBBY

BICYCLES

TYPE B2 TYPE A1

TYPE A1

TYPE A1

TYPE A1

P2 PARKING

GARBAGE &

RECYCLING

BULK STORAGE

TYPE PH1

TYPE PH5

TYPE PH5

TYPE PH4

TYPE B3

TYPE B6

TYPE B6

TYPE B6

2

A8.10

STAIR 1

STAIR 1

STAIR 1

STAIR 1

STAIR 4

STAIR 2

STAIR 2

STAIR 2

STAIR 2

STAIR 2 TYPE PH3

TYPE PH3

TYPE B6

TYPE B6

TYPE B6

STAIR 1

12

A6.01

P1 PARKING

Sim

9

A6.01

Sim

9

A6.02

Sim

12

A6.02

SIM.

1

A8.10

R-R-5

R-R-4

R-R-4

F-2

F-1

STAIR 4

STAIR 3

F-2

20100

5

SCALE 1/8"= 1'-0"

320'-5"

LEVEL P1

310'-10"

LEVEL P2

334'-0"

TH L1

344'-0"

TH L2

354'-0"

TH ROOF

4

A6.03

ELECTRICALP1 PARKINGP1 PARKINGP1 PARKING

P2 PARKING BULK STORAGE

TYPE TH1

111

TYPE TH1

110

TYPE TH1

109

P1 E

XH

AU

ST

333'-0"

LEVEL 1

342'-10"

LEVEL 2

352'-6"

LEVEL 3

320'-5"

LEVEL P1

310'-10"

LEVEL P2

334'-0"

TH L1

344'-0"

TH L2

354'-0"

TH ROOF

TYPE TH1

110

P1 PARKING

P2 PARKING

SP 11 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



BUILDING SECTION

SCALE: 1/8" = 1'-0"

TOWNHOUSE SECTION

SCALE: 1/8" = 1'-0"

6" DI

P P

2

3

6"

DOUBLE CHECK VALVE ASSEMBLY

4" AMES 2000SS

C/W MONITOR AND SWITCHES

DUAL 6" INTERCONNECTED U/G

WATER SUPPLY FROM CITY BLUE

BRUTE C900 OR EQUAL

(SEE MECH/CIVIL)

~

PA

RK

IN

G P

2

FIRE DEPARTMENT

CONNECTION

(2.5" x 2.5" x 4")

L1 - 330'-0"

DRAIN

L2 - 342'-10"

RISER DIAGRAM & VALVE STATION SCHEMATIC

NTS

DRY VALVE C/W TRIM & GAUGES, AIR COMPRESSOR, ALARM SWITCH & LOW AIR PRESSURE SWITCH

QUICK OPENING DEVICE NOT REQUIRED FOR SYSTEMS < 500 USG; FOR SYSTEMS < 750 USG WHERE A QUICK

OPENING DEVICE IS INSTALLED A TRIP TIME IS NOT REQUIRED, OTHERWISE:

LIGHT HAZARD: 1 ORIFICE OPEN = 60 SECONDS

ORDINARY HAZARD: 2 ORIFICES OPEN = 50 SECONDS

EXTRA HAZARD: 4 ORIFICES OPEN = 45 SECONDS (TWO DIFFERENT TEST HEADERS x 2 ORIFICES PER HEADER)

COMPRESSOR SIZE: 425 USG = 3/4 HP, 115/230 V

NOTE: VALVE STATION LOCATED IN WATER

ENTRY ROOM AT PARKING LEVEL P1

DOMESTIC

4" STEEL

VO

LU

ME

: 350 U

SG

STAIR 1

L3 - 352'-6"

L4 - 362'-2"

L5 - 373'-4"

~

4"

PA

RK

IN

G P

1

VO

LU

ME

: 425 U

SG

4"

L1 - 4"

P

L4 - 2.5"

P

L3 - 2.5"

P

L2 - 3"

P

4"

4"

4"

4"

4"

P1 - 320'-5"

P

4" DRY TO F.D.C.

2.5"

STAIR 2

4"

4"

4"

4"

~

P

4"

4" T

O T

OW

NH

OU

SE

S

N/C, C/W BALL DRIP

TO DRAIN

4

P2 - 310'-10"

4"

L6 - 384'-0"

L5 - 2.5"

P

4"

4"

ROOF - 395'-7"

L6 - 2.5"

P

STAIR 3

STAIR 4

4" 4" 4"

4"

4"

4"

4"

4"

4"

4"

C/W BALL DRIP

CHECK VALVE

~

2.5"

2.5" E

XT

ER

IO

R H

OS

E

CO

NN

EC

TIO

N

6"

SP 12 OF





ENGINEER-OF-RECORD


BASALT

5058 CAMBIE STREET

VANCOUVER, BC




TEL: 604-734-8443

12

MAR. 23, 2018

DESIGNER:

JC



Sheets and ViewsSP-5058 Cambie Street, Van (Basalt)-1SP-5058 Cambie Street, Van (Basalt)-2SP-5058 Cambie Street, Van (Basalt)-3SP-5058 Cambie Street, Van (Basalt)-4SP-5058 Cambie Street, Van (Basalt)-5SP-5058 Cambie Street, Van (Basalt)-6SP-5058 Cambie Street, Van (Basalt)-7SP-5058 Cambie Street, Van (Basalt)-8SP-5058 Cambie Street, Van (Basalt)-9SP-5058 Cambie Street, Van (Basalt)-10SP-5058 Cambie Street, Van (Basalt)-11SP-5058 Cambie Street, Van (Basalt)-12

approx. dist. from fdc to nearest hydrant 2018.08.pdf · 2018. 9. 14. · 1" schedule 40 black...

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