2024-118_-_Combined_Fire_Protection_-_S&S.pdf

XXX

XX PSI

XX PSI

XXX GPM

XXX

XXX

FIRE SPRINKLER SPARE CABINET

WATER FLOW DEVICE

TRAPEZE HANGER DETAIL

NOT TO SCALE9

HANGER DETAIL

W/ HEAD GUARDSPRINKLER

SPRINKLER

2 3

W/ HEAD GUARD

SPRINKLER

UPRIGHT SPRINKLERRECESSED PENDENT UPRIGHT PENDENT SPRINKLER SIDEWALL

HYDRAULIC-SYSTEM

THIS BUILDING IS PROTECTED

BY A HYDRAULICALLY DESIGNED

AUTOMATIC SPRINKLER SYSTEM

LOCATION

NO. OF SPRINKLERS

BASIS OF DESIGN

SYSTEM DEMAND

1. DENSITY

2. DESIGNED AREA OF DISCHARGE

1. GPM DISCHARGE

2. RESIDUAL PRESSURE AT THE

BASE OF THE RISER

GPM SQ FT

SQ FT

GPM

PSI

HYDRAULIC SYSTEM SIGN DETAIL

NOT TO SCALE

RATED PIPE PENETRATION - GYPSUM BOARD WALLS

NOT TO SCALE12

17.4.2* MAXIMUM DISTANCE BETWEEN HANGERS.

17.4.2.1 THE MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED THAT SPECIFIED IN TABLE

17.4.2.1(A) OR TABLE 17.4.2.1(B), EXCEPT WHERE THE PROVISIONS OF 17.4.4 APPLY.

TABLE 9.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS

(FT-IN)

Nominal Pipe Size (in.) 3/4

N/ASteel pipe except threaded lightwall

12-0

1 1/4 1 1/2

15-0

2 2 1/2 3 43 1/2

12-0 15-0 15-0 15-0 15-0 15-0

17.2.1HANGER RODS.

17.2.1.1 UNLESS THE REQUIREMENTS OF 17.2.1.2 ARE MET,

HANGER ROD SIZE SHALL BE THE SAME AS THAT APPROVED FOR

USE WITH THE HANGER ASSEMBLY, AND THE SIZE OF RODS SHALL

NOT BE LESS THAN THAT GIVEN IN TABLE 17.2.1.1.

Diameter of Rod

Pipe Size

Up to and including 4 in.

5 in., 6 in., and 8 in.

10 in

17.2.2.10 MINIMUM BOLT SIZE FOR CONCRETE.

17.2.2.10.1 THE SIZE OF A BOLT USED WITH A HANGER AND

INSTALLED THROUGH CONCRETE SHALL NOT BE LESS THAN

SPECIFIED IN TABLE 17.2.2.10.1.

Size of Bolt

Pipe Size

Up to and including 4 in.

5 in. to 8 in.

10 in.

Table 17.2.1.1 Hanger Rod Sizes

Table 17.2.2.10.1 Minimum Bolt Size for Concrete

12 in.

DISTANCE BETWEEN HANGERS

HANGER SPACING DETAIL

NOT TO SCALE11

12 in

5 6 8

15-0 15-0 15-0

61G15-32.003

1 DESIGN CRITERIA:

THE NATURE AND SCOPE OF THE WORK IS: THE PROJECT IS TO PROVIDE A WET SPRINKLER FOR EXISTING WAREHOUSE BUILDINGS.

NORTH BUILDING AT XX,XXX SQUARE FEET.

SOUTH BUILDING AT XX,XXX SQUARE FEET.

SPRINKLER SYSTEM LAYOUT SHALL BE SUBMITTED BY A STATE OF FLORIDA LICENSED FIRE PROTECTION CONTRACTOR. THE BUILDING HAS AN EXISTING WET

PIPE SPRINKLER SYSTEM. THE CONTRACTOR SHALL PROVIDE A REVISED LAYOUT OF THE EXISTING SPRINKLER SYSTEM. AUTOMATIC WET PIPE FIRE

SPRINKLER SYSTEM SHALL BE APPLICABLE TO ALL CODES SET FORTH BY THE AUTHORITY HAVING JURISDICTION. DISCHARGE FROM INDIVIDUAL HEADS IN

THE HYDRAULICALLY MOST REMOTE/DEMANDING AREA SHALL BE HYDRAULICALLY CALCULATED TO AN ACCEPTABLE MARGIN OF SAFETY OF NOT LESS THAN 5

PSI. FIRE SPRINKLER SYSTEM SHALL INCLUDE MATERIALS, ACCESSORIES, AND EQUIPMENT INSIDE AND OUTSIDE THE BUILDING TO PROVIDE A COMPLETE AND

READY FOR USE SPRINKLER SYSTEM. LAYOUT AND PROVIDE EACH SYSTEM TO GIVE FULL CONSIDERATION TO BLIND SPACES, PIPING, ELECTRICAL

EQUIPMENT, DUCTS, HVAC EQUIPMENT, ACCESS SPACE NEEDED FOR MAINTENANCE OF EQUIPMENT AND OTHER CONSTRUCTION AND EQUIPMENT IN

ACCORDANCE WITH DETAILED WORKING DRAWINGS TO BE SUBMITTED FOR APPROVAL. LOCATE SPRINKLER HEADS IN A CONSISTENT PATTERN WITH CEILING

GRID, LIGHTS, DIFFUSER, REGISTERS, GRILLES AND ARCHITECTURAL FEATURES. DEVICES AND EQUIPMENT FOR FIRE PROTECTION SERVICES SHALL BE U.L.

LISTED AND F.M. APPROVED FOR USE IN WET PIPE

SYSTEM.

THE AUTOMATIC FIRE SUPPRESSION SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA 13, CHAPTER 25 AND NFPA 25.

UNDER GROUND FIRE SERVICE MAINS SHALL BE TESTED IN ACCORDANCE WITH NFPA 25.

5 PER STRUCTURAL SHEETS DESIGNED SUPERIMPOSED ROOF LOADS INCLUDING FIRE PROTECTION LOADS ARE:

LIVE = XX PSF AND SUPERIMPOSED DEAD LOAD = XX PSF

REFER TO STRUCTURAL SHEETS FOR COMPLETE PROJECT INFORMATION

61G15-32.004

4A FOR "POINT OF SERVICE" PER F.S. 633 REFER TO SHEET FXXX.

4B INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13, FIRE PREVENTION CODE, STATE AND LOCAL AUTHORITIES.

4C REFER TO HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS.

4D REFER TO 61G15-32.003 COMPLIANCE NOTE #1 AND HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS.

4E BUILDING SPRINKLER SYSTEM IS SUPPLIED BY A X" FIRE MAIN 1'-0" ABOVE FINISHED FLOOR TO X" WATER MAIN ON SITE. THE 8" WATER MAIN IS CIRCULATING AND CONNECTS TO OFF-SITE EXISTING 10" WATER MAIN EAST OF PROJECT SITE AND TO OFF-SITE EXISTING X" MAIN NORTH SIDE COUNTY PROPERTY.

4G ALL VALVES CONTROLLING WATER SUPPLY SHALL HAVE A RED TAMPER PROOF COVER WHICH WILL ACTIVATE AN ALARM OR

TROUBLE SIGNAL WHEN ADJUSTED.

4H UTILITY PURVEYOR IS NOT AWARE OF MICROBIOLOGICAL CONTAMINANTS WHICH MAY CAUSE MICROBIAL INDUCED CORROSION IN

THEIR SYSTEM.

4I FIRE MAIN IS PROVIDED WITH WILKENS 450DA N-STYLE DOUBLE CHECK DETECTOR ASSEMBLY WITH AN ALLOWABLE PRESSURE DROP

OF 12 PSI.

4J ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE NEW U.L. LISTED AND FM APPROVED.

PROJECT NAME: WAREHOUSE CONVERT TO PARKS & REC DEPARTMENTPROJECT LOCATION: FORT MYERS, FLORIDA

61G15-32 COMPLIANCE NOTES

4F FLOW TEST DATE

STATIC GAUGE PRESSURE

RESIDUAL GAUGE PRESSURE

FLOW RATE

SOURCE OF INFORMATION:

FLOW HYDRANT

SPARE SPRINKLERS

NOT TO SCALE

WHICH IS MAINTAINED BELOW

WITH 19 GAUGE SHEET

22 GAUGE SHEET METAL

CABINET BOX SHALL BE

PAINT WITH RED ENAMEL

INSIDE AND OUT AND

LABEL

METAL COVER

MOUNT IN A SECURE AREA

95° F AMBIENT

SPRINKLER WRENCH

ACTUATOR COLLAR

1/2" CONDUIT HOLE

SADDLE LOCATOR

VANE

RESET SPRING

MOUNTING PLATE

COVER TAMPER SWITCH

DUAL SWITCH

NOT TO SCALE

ACTUATOR LEVER

PNEUMATIC RETARD DEVICE

RETARD ADJUSTMENT DIAL

WASHERS

VANE GASKET

SADDLE O-RING

SADDLE GASKET

TORSION SPRING

- NORMAL SET POSITION -

FLOW

WATER

SADDLE

U-BOLT

FACILITIES HAVING UNDER 300 SPRINKLERS - NO FEWER THAN 6 SPARE SPRINKLERS IN STOCK FACILITIES HAVING 300 - 1000 SPRINKLERS - NO FEWER THAN 12 SPARE SPRINKLERS IN STOCK FACILITIES HAVING OVER 1000 SPRINKLERS - NO FEWER THAN 24 SPARE SPRINKLERS IN STOCK

LOCATE IN CUSTODIAL EQUIPMENT STORAGE 01-141

BAR JOIST

TOP BEAM CLAMP

SWIVEL HANGER RING

PIPE (SPECIFY

SIZE & LENGTH)

ALL-THREAD ROD

(LENGTHS VARY)

SWIVEL HANGER RING

NOT TO SCALE

PIPE

THREADED

ROD

W/LOCK NUT

C-CLAMP (STANDARD THROAT)

SWIVEL RING

ADJUSTABLE

STEEL I-BEAM OR

BAR JOIST

JOIST TO CENTER LINE

TOP OF BEAM OR BAR

OF PIPE

NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE

F

LO

W

F

LO

W

SIDEWALL

LU C701AUL

TOP HSW-1

RELIABLE

RASCO

PROJECT INFORMATION

NOTE:

HYDRAULIC SYSTEM PLATE SHALL BE LOCATED AS TO BE

HIGHLY VISIBLE ON EACH SYSTEM RISER.

4K A FIRE PUMP IS NOT REQUIRED BASED ON THE FLOW TEST PROVIDED AND THE DEMANDS OF THE BUILDING.

4M

4L FIRE WATER STORAGE TANK IS NOT REQUIRED. REFER TO ESTIMATED DEMAND BELOW.

ESTIMATE OF SYSTEM DEMAND: Q (GPM)

Q = DENSITY X REMOTE AREA X OVERAGE FACTOR + HOSE STREAM = MINIMUM GPM

OVERAGE FACTOR:

LIGHT HAZARD: 1.2

ORDINARY HAZARD: 1.3

EXTRA HAZARD: 1.4

RECORD STORA

DENSITY: ORDINARY HAZARD .20

REMOTE AREA: 1,500 SQ.FT.

OVERAGE FACTOR: 1.3

Q = .20 X 1,500 SQ.FT. X 1.3 (OH-1) + 250 = 640 GPM

OFFICE AREA

DENSITY: LIGHT HAZARD .10

REMOTE AREA: 1,500 SQ.FT.

OVERAGE FACTOR: 1.2

Q = .10 X 1,500 SQ.FT. X 1.2 (LH) + 100 = 280 GPM

THE ABOVE LOCATION IS BASED ON A REMOTE ARE OF 1,500 SQ.FT.. CONTRACTOR HAS THE OPTION TO

REDUCED THE REMOTE ARE IN ACCORDANCE WITH NFPA 13, 11.2.3.2.3.1.

THIS BUILDING HAS NO SPECIALIZED OCCUPANCIES OR AREAS, STORAGE OVER 12' OR STORAGE OF PLASTICS, RUBBER OR SIMILAR PRODUCTS AS NOTED

IN NFPA 13 FIGURE A.23.1(B).

SECTION A-A

A

A

4B 3 4A

1A

4A 4B

1B

SYSTEM NO. W-L-5001

F RATINGS-1 AND 2 HR (SEE ITEM 1)

T RATINGS-3/4, 1 AND 1-1/2 HR (SEE ITEM 3)

L RATING AT AMBIENT - 2 CFM PER SQ FT

L RATING AT 400 F - LESS THAN 1 CFM PER SQ FT

REFER HYDRAULIC DESIGN DATA BELOW AND ON FLOOR PLAN SHEETS FOR HAZARD CLASSIFICATIONS AND REQUIRED DENSITIES.

LIGHT HAZARD OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 225 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.10 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 100 GPM / DURATION 30 MINUTES

˃CLASS III, BACK-TO-BACK, 10' TO ≤ 12' STORAGE HIEGHT CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = OH-2 DESIGN CURVE OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 90 MINUTES

EXTRA HAZARD GROUP I OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 100 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.30 GPM OVER 2,500 SQ. FT.

HOSE STREAM = 500 GPM / DURATION 90-120 MINUTES

ORDINARY HAZARD GROUP I OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.15 GPM/SQ.FT. OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 60-90 MINUTES

17.4.3.2* MINIMUM NUMBER OF HANGERS.

17.4.3.2.1 UNLESS THE REQUIREMENTS OF 17.4.3.2.2 THROUGH 17.4.3.2.5 ARE MET, THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION

OF PIPE.

17.4.3.2.2* UNLESS THE REQUIREMENTS OF 17.4.3.2.3 ARE MET, WHERE SPRINKLERS ARE SPACED LESS THAN 6 FT (1.8 M) APART, HANGERS SPACED UP

TO A MAXIMUM OF 12 FT (3.7 M) SHALL BE PERMITTED.

17.4.3.2.3 FOR WELDED OR MECHANICAL OUTLETS ON A CONTINUOUS SECTION OF PIPE, HANGER SPACING SHALL BE ACCORDING TO TABLE 17.4.2.1(A)

OR TABLE 17.4.2.1(B).

17.4.3.2.4* STARTER LENGTHS LESS THAN 6 FT (1.8 M) SHALL NOT REQUIRE A HANGER, UNLESS ON THE END LINE OF A SIDEFEED SYSTEM OR WHERE AN

INTERMEDIATE CROSS MAIN HANGER HAS BEEN OMITTED.

17.4.3.2.5* A SINGLE SECTION OF PIPE SHALL NOT REQUIRE A HANGER WHEN THE CUMULATIVE DISTANCE BETWEEN HANGERS ON THE BRANCH LINE

DOES NOT EXCEED THE SPACING REQUIRED BY TABLE 17.4.2.1(A) AND TABLE 17.4.2.1(B).

17.4.3.3 CLEARANCE TO HANGERS. THE DISTANCE BETWEEN A HANGER AND THE CENTERLINE OF AN UPRIGHT SPRINKLER SHALL NOT BE LESS

THAN 3 IN. (75 MM)..

in.

3/8

1/2 mm

5/8 16 in.

3/8

1/2 mm

5/8 16

3/4 20

3/4 20

1. REFER TO SPECIFICATIONS FOR THIS DISCIPLINE.

2. WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE

AUTHORITY HAVING JURISDICTION BEFORE ANY EQUIPMENT IS

INSTALLED.

3. PENDENT SPRINKLERS SHALL BE INSTALLED IN ALL AREAS WITH

LAY-IN CEILINGS, SPRINKLER SHALL BE LOCATED IN CENTER TILE.

WHEN 2'x4' TILES ARE INSTALLED, TREAT TILE AS 2'x2' AND INSTALL

CENTER OF TILE.

4. SPRINKLER HEADS IN AREAS WITH NO CEILING (NO TILES OR

GYPSUM BOARD) SHALL BE AN UPRIGHT SPRINKLER.

5. CONTRACTOR TO COORDINATE WORK WITH ALL OTHER TRADES.

CONTRACTOR TO COORDINATE FIRE PROTECTION EQUIPMENT

LOCATIONS TO AVOID LIGHTS, AIR DIFFUSERS.

6. CONTRACT SHALL COORDINATE PIPING WITH EQUIPMENT WITHIN

CEILING SPACE NEEDING ACCESS FOR MAINTENANCE.

7. HEAD GUARDS SHALL BE INSTALLED ON SPRINKLERS IN AREAS

WHERE THERE IS A CHANCE OF DAMAGE DUE TO EQUIPMENT.

8. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE UL

LISTED AND FM APPROVED WHERE APPLICABLE.

9. All SPRINKLER HEADS TO BE INSTALLED PERPENDICULAR TO

CEILING.

10. CONTRACTOR SHALL PROTECT ALL SURFACES DURING

INSTALLATION AND TESTING OF SYSTEMS.

11. UNFORESEEN CONDITIONS MAY EXIST. COOPERATION WITH OTHER

TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED

DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT MAY

BE NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE

CONSIDERED AS PART OF THIS CONTRACT. THE PLANS ARE NOT

COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY

DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND

INCLUDE ANY DEVIATIONS IN THE CONTRACT.

12. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR,

TRUCKING, HOISTING, ENGINEERING, SCAFFOLDING, POWER HOOK

UPS, PROTECTION, SHOP DRAWINGS, TAXES, LAYOUT, EQUIPMENT,

SUPERVISION, INSURANCE, ETC. NECESSARY FOR THE FURNISHING

AND INSTALLATION OF ALL SPECIFIED AND RELATED WORK IN

ACCORDANCE WITH THE CONTACT DRAWINGS AND SPECIFICATIONS.

13. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, APPLY FOR

ALL PERMITS, AND PAY ALL GOVERNMENTAL TAXES, FEES AND

SUBMIT ALL NECESSARY PLANS, ALL DOCUMENTS AND OBTAIN ALL

NECESSARY APPROVALS FROM ALL DEPARTMENTS HAVING

JURISDICTION. OBTAIN ALL REQUIRED CERTIFICATIONS OF

INSPECTION FOR HIS/HER WORK AND DELIVER SAME TO THE OWNER

BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR THE

WORK.

14. WORK SHALL BE PERFORMED, IN STRICT COMPLIANCE WITH THE

ESTABLISHED WORK SCHEDULE BEING SET FORTH BY OWNER.

COORDINATE ALL WORK WITH GENERAL CONTRACTOR. THIS

CONTRACTOR SHALL FURNISH ADEQUATE FORCES, CONSTRUCTION

PLANT AND EQUIPMENT, AND SHALL WORK SUCH HOURS, INCLUDING

NIGHT SHIFTS, OVERTIME OPERATIONS, SUNDAYS AND HOLIDAYS IN

ACCORDANCE WITH THE OWNER'S OPERATIONAL SCHEDULE AS

LISTED IN DIVISION 1 OF THE SPECIFICATIONS. IF THE CONTRACTOR

DOES NOT MAINTAIN THE CONSTRUCTION SCHEDULE BECAUSE OF

INADEQUATE FORCES, SUPERVISION OR ANY OTHER REASON

UNDER THE CONTRACTOR'S CONTROL, THE OWNER MAY REQUIRE

THE CONTRACTOR TO INCREASE THE NUMBER OF SHIFTS AND/OR

OVERTIME OPERATIONS, DAY OF WORK AND/OR THE AMOUNT OF

CONSTRUCTION PLANT, AT NO ADDITIONAL COST TO THE OWNER

UNDER THIS CONTRACT.

15. ALL VALVES CONTROLLING WATER SUPPLY SHALL BE EQUIPPED

WITH TAMPER SWITCHES .

16. CONTRACTOR SHALL PROVIDE AUXILIARY DRAINS AS REQUIRED

PER NFPA 13, 8.15.2.5.2.3.

3. PIPE COVERING*--NOM 1 OR 2 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS SEALED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN NOM 1 IN. THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/4 IN. TO MAX 3/8 IN. WHEN NOM 2 IN. THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/2 IN. TO MAX 3/4 IN. SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 3/4 HR WHEN NOM 1 IN. THICK PIPE COVERING IS USED.

THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1-1/2 HR WHEN NOM 2 IN. THICK PIPE COVERING IS USED WITH

1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY.

4. FIRESTOP SYSTEM--INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE DETAILS OF THE FIRESTOP

SYSTEM SHALL BE AS FOLLOWS:

A. FILL, VOID OR CAVITY MATERIALS*--WRAP STRIP--NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING (FOIL SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4 IN. SUCH THAT APPROX 3/4 IN. OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALL SURFACE. ONE LAYER OF WRAP STRIP IS REQUIRED WHEN NOM 1 IN. THICK PIPE COVERING IS USED. TWO

LAYERS OF WRAP STRIP ARE REQUIRED WHEN NOM 2 IN. THICK PIPE COVERING S USED.

MINNESOTA MINING & MFG. CO.--FS-195+

B. FILL, VOID OR CAVITY MATERIALS*--CAULK--MIN 1/4 IN. DIAM CONTINUOUS BEAD APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAYER APPROX 3/4 IN. FROM THE WALL SURFACE.

MINNESOTA MINING & MFG. CO.--CP 25WB+.

*BEARING THE UL CLASSIFICATION MARKING

1. WALL ASSEMBLY--THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:

A. STUDS--WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL

STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC.

B. WALLBOARD, GYPSUM*--NOM 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 14-1/2 IN FOR

WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS.

THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN INSTALLED IN A 1 HR FIRE RATED WALL AND 2 HR WHEN

INSTALLED IN A 2 HR FIRE RATED WALL.

2. THROUGH PENETRANTS--ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC

PIPES OR TUBING MAY BE USED:

A. STEEL PIPE--NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. COPPER TUBING--NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.

C. COPPER PIPE--NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

1. STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEM - NFPA 13, 2019 EDITION

2. STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM - NFPA 14, 2019 EDITION

3. FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND 61G15-32.004.

4. FLORIDA BUILDING CODE 8TH EDITION (2023)

5. FLORIDA FIRE PREVENTION CODE 8TH EDITION (2023)

6. FIRE CODE - NFPA 1, 2021 EDITION WITH FLORIDA AMENDMENTS

7. LIFE SAFETY CODE - NFPA 101, 2021 EDITION

8. NATIONAL ELECTRICAL CODE - NFPA 70, 2020 EDITION

9. NATIONAL FIRE ALARM AND SIGNALING CODE - 72, 2019 EDITION

10. LEE COUNTY ORDINANCES

11. STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES - NFPA 24, 2019 EDITION

12. STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS - NFPA 25, 2020

- SHEET INDEX - FIRE -

Sheet Number Sheet Name

F001 GENERAL NOTES AND LEGENDS - FIRE PROTECTION

F101-N FIRE PROTECTION - 1ST AND 2ND FLOOR PLANS - NORTH BUILDING

F101-S FIRE PROTECTION - 1ST FLOOR PLAN - SOUTH BUILDING

F101-S-2 FIRE PROTECTION - 1ST FLOOR PLAN - SOUTH BUILDING - ALTERNATE

MPE JOB #:

ENG. BUS. No. EB-0005096

CERT. OF AUTH. No. 5096

PHONE (239) 332-1187

12437 Brantley Commons Fort Myers, FL 33907

TO

D GRIFF

No 67083P R

STATE OF

E

O F

E S

S

ION A L E N

G

IN

E E

R

NSECIL

F L O R I DA

THK

D I

PROJECT NO:

DATE:

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA MAY NOT

BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, LLC.

2024-118

/2

/2

:2

:1

P

M

A u to d e s k D o c s /W a re h o u s e

C o n v e rt t o

P a rk s

R e c D e p a rt m e n t/

-1

P lu m b in g M o d e l_

O p ti o n O n e

R e v it

B

IM

.r v t

F001

GENERAL NOTES AND

LEGENDS - FIRE

PROTECTION

40-24105

W A

R E

H O

U S

E C

O N

V E

R T

T O

P A

R K

S

R E

C D

E P

T

C

IT

Y O

F F

O R

T M

Y E

R S

06/19/2025

PERMIT DOCUMENTS

M

IC

H

IH

A

N A

V E

N U

E F

O R

T M

Y E

R S

F

L O

R

ID

A

NO. DESCRIPTION DATE

8 125

7 9 10 115

GENERAL NOTES

1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE.

2) REFER TO SPECIFICATIONS.

3) ALL SPRINKLERS ARE TO BE CENTER OF TILE UNLESS NOTED

OTHERWISE (2' X 2' TILES).

4) ALL PIPING 2" OR LARGER TO BE SCHEDULE 10 PIPE UNLESS

NOTED OTHERWISE.

5) ALL 1-1/2" OR SMALLER TO BE SCHEDULE 40 PIPE UNLESS

NOTED OTHERWISE.

6) ALL ARM OVERS ARE TO BE 1" SCHEDULE 40 PIPE UNLESS

NOTED OTHERWISE.

7) IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR

TO COORDINATE HIS WORK WITH ALL OTHER TRADES, AS

WELL AS THE ARCHITECTURAL AND STRUCTURAL FEATURES

OF THE BUILDING.

8) PROVIDE SPRINKLER COVERAGE ABOVE CEILING IN AREAS

NOT MEETING UNSPRINKLERED CONCEALED SPACE

REQUIREMENTS OF NFPA 13, 8.14.1.2.

9) PROVIDE AUXILIARY DRAIN IN PIPING WHERE AN EXCESS OF

5 GALLONS OF WATER IS TRAPPED, NFPA 13, 8.15.2.5.3.3.

COORDINATE DISCHARGE LOCATION WITH ARCHITECT.

10) CONTRACTOR SHALL CREATE A FULL SET OF COORDINATION

DRAWINGS WITH ALL DISCIPLINES PRIOR TO INSTALLATION

OF SPRINKLER SYSTEM TO INSURE AVAILABLE SPACE FOR

ALL DISCIPLINE COMPONENTS.

11) PROPOSED PIPE ROUTING IS SHOWN AS NEEDED FOR

COORDINATION. FINAL ROUTING OF PIPING SHALL BE

PROVIDED ON CONTRACTOR SHOP DRAWINGS.

MPE JOB #:

ENG. BUS. No. EB-0005096

CERT. OF AUTH. No. 5096

PHONE (239) 332-1187

12437 Brantley Commons Fort Myers, FL 33907

TO

D GRIFF

No 67083P R

STATE OF

E

O F

E S

S

ION A L E N

G

IN

E E

R

NSECIL

F L O R I DA

THK

D I

PROJECT NO:

DATE:

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA MAY NOT

BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, LLC.

2024-118

/2

/2

:2

:1

P

M

A u to d e s k D o c s /W a re h o u s e

C o n v e rt t o

P a rk s

R e c D e p a rt m e n t/

-1

P lu m b in g M o d e l_

O p ti o n O n e

R e v it

B

IM

.r v t

F101-N

FIRE PROTECTION - 1ST

AND 2ND FLOOR PLANS -

NORTH BUILDING

40-24105

W A

R E

H O

U S

E C

O N

V E

R T

T O

P A

R K

S

R E

C D

E P

T

C

IT

Y O

F F

O R

T M

Y E

R S

06/19/2025

PERMIT DOCUMENTS

M

IC

H

IH

A

N A

V E

N U

E F

O R

T M

Y E

R S

F

L O

R

ID

A

1/4" = 1'-0"1 FIRST FLOOR NORTH BUILDING

1/4" = 1'-0"2 SECOND FLOOR NORTH BUILDING

DIAMOND NOTES

1 EXISTING 8” SUPPLY MAIN FROM EXISTING BACKFLOW PREVENTER.

2 EXISTING 8” FIRE RISER AND SUPPLY MAIN.

3 EXISTING 2" MAIN DRAIN PIPING THROUGH EXTERIOR WALL.

4 REMOVE EXISTING PIPING TO HOSE RACK AND ASSOCIATED PIPING

BACK TO FITTING AT MAIN DRAIN PIPING AND PLUG FITTING.

5 CONTRACTOR SHALL REVISE BRANCH PIPING AS REQUIRED TO

ACCOMMODATE RENOVATION OF WAREHOUSE.

6 LIGHT HAZARD OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 225 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.10 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 100 GPM / DURATION 30 MINUTES

7 ORDINARY HAZARD GROUP I OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.15 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 60-90 MINUTES

8 CLASS III, BACK-TO-BACK, ˃10’ TO ≤ 12’ STORAGE HIEGHT

CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = OH-2 DESIGN CURVE OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 90 MINUTES

9 PROVIDE INTERMEDIATE TEMPERATURE (200°) SPRINKLER.

10 CONTRACTOR SHALL COORDINATE PIPE ROUTING WITH

ELECTRICAL PANEL LOCATIONS OR SYSTEMS COMPONENTS. NO

PIPING SHALL BE ROUTED ABOVE ELECTRICAL PANELS OR

SYSTEMS COMPONENTS.

11 PROVIDE SPRINKLER BELOW DUCTWORK IN ACCORDANCE WITH

NFPA 13, 8.6.5.5.

12 EXISTING STAIR IS PROVIDED WITH SPRINKLER BELOW STAIR TO

REMAIN.

5 5

5 5

5 5 5 5

6 8 9

6 9

5 3 7 5

MPE JOB #:

ENG. BUS. No. EB-0005096

CERT. OF AUTH. No. 5096

PHONE (239) 332-1187

12437 Brantley Commons Fort Myers, FL 33907

TO

D GRIFF

No 67083P R

STATE OF

E

O F

E S

S

ION A L E N

G

IN

E E

R

NSECIL

F L O R I DA

THK

D I

PROJECT NO:

DATE:

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA MAY NOT

BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, LLC.

2024-118

/2

/2

:2

:1

P

M

A u to d e s k D o c s /W a re h o u s e

C o n v e rt t o

P a rk s

R e c D e p a rt m e n t/

-1

P lu m b in g M o d e l_

O p ti o n O n e

R e v it

B

IM

.r v t

F101-S

FIRE PROTECTION - 1ST

FLOOR PLAN - SOUTH

BUILDING

40-24105

W A

R E

H O

U S

E C

O N

V E

R T

T O

P A

R K

S

R E

C D

E P

T

C

IT

Y O

F F

O R

T M

Y E

R S

06/19/2025

PERMIT DOCUMENTS

M

IC

H

IH

A

N A

V E

N U

E F

O R

T M

Y E

R S

F

L O

R

ID

A

1/4" = 1'-0"1 FIRST FLOOR SOUTH BUILDING

GENERAL NOTES

1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE.

2) REFER TO SPECIFICATIONS.

3) ALL SPRINKLERS ARE TO BE CENTER OF TILE UNLESS NOTED

OTHERWISE (2' X 2' TILES).

4) ALL PIPING 2" OR LARGER TO BE SCHEDULE 10 PIPE UNLESS

NOTED OTHERWISE.

5) ALL 1-1/2" OR SMALLER TO BE SCHEDULE 40 PIPE UNLESS

NOTED OTHERWISE.

6) ALL ARM OVERS ARE TO BE 1" SCHEDULE 40 PIPE UNLESS

NOTED OTHERWISE.

7) IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR

TO COORDINATE HIS WORK WITH ALL OTHER TRADES, AS

WELL AS THE ARCHITECTURAL AND STRUCTURAL FEATURES

OF THE BUILDING.

8) PROVIDE SPRINKLER COVERAGE ABOVE CEILING IN AREAS

NOT MEETING UNSPRINKLERED CONCEALED SPACE

REQUIREMENTS OF NFPA 13, 8.14.1.2.

9) PROVIDE AUXILIARY DRAIN IN PIPING WHERE AN EXCESS OF

5 GALLONS OF WATER IS TRAPPED, NFPA 13, 8.15.2.5.3.3.

COORDINATE DISCHARGE LOCATION WITH ARCHITECT.

10) CONTRACTOR SHALL CREATE A FULL SET OF COORDINATION

DRAWINGS WITH ALL DISCIPLINES PRIOR TO INSTALLATION

OF SPRINKLER SYSTEM TO INSURE AVAILABLE SPACE FOR

ALL DISCIPLINE COMPONENTS.

11) PROPOSED PIPE ROUTING IS SHOWN AS NEEDED FOR

COORDINATION. FINAL ROUTING OF PIPING SHALL BE

PROVIDED ON CONTRACTOR SHOP DRAWINGS.

DIAMOND NOTES

1 EXISTING SUPPLY MAIN FROM EXISTING BACKFLOW PREVENTER.

2 EXISTING FIRE RISER TO REMAIN.

3 CONTRACTOR SHALL REVISE BRANCH PIPING AS REQUIRED TO

ACCOMMODATE RENOVATION OF WAREHOUSE.

4 PROVIDE SPRINKLER CABINET AT FIRE RISER LOCATION.

5 LIGHT HAZARD OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 225 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.10 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 100 GPM / DURATION 30 MINUTES

6 ORDINARY HAZARD GROUP I OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.15 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 60-90 MINUTES

7 CLASS III, BACK-TO-BACK, ˃10’ TO ≤ 12’ STORAGE HIEGHT

CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = OH-2 DESIGN CURVE OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 90 MINUTES

8 PROVIDE INTERMEDIATE TEMPERATURE (200°) SPRINKLER.

9 CONTRACTOR SHALL COORDINATE PIPE ROUTING WITH

ELECTRICAL PANEL LOCATIONS OR SYSTEMS COMPONENTS. NO

PIPING SHALL BE ROUTED ABOVE ELECTRICAL PANELS OR

SYSTEMS COMPONENTS.

10 PROVIDE SPRINKLER BELOW DUCTWORK IN ACCORDANCE WITH

NFPA 13, 8.6.5.5.

S

5 5

5 5

5 5 5 5

6 8 9

6 9

OFFICE 3

OFFICE 4

OFFICE 5

OFFICE 6

OFFICE 7

SMALL CONFERENCE

ROOM

LOUNGE ROOM

LARGE CONFERENCE

ROOM

SPECIAL EVENT

STORAGE/ MULTI-USE

WORK ROOM

MEN'S RESTROOM

CUSTODIAL

PUBLIC

WOMEN'S RESTROOM

CUBICLE 6

WOMEN'S BATHROOM

MEN'S BATHROOM

OFFICE 6

MDF ROOM

OPEN SPACE

EQUIPMENT TOOLS

CAGES

OFF. SUPPLIES

CUBICLE 4

CUBICLE 5

MAINTENANCE &

REPAIRS AREA

CUSTODIAL

MECH. ROOM

ELECTRIAL ROOM

PARKS & REC

WAREHOUSE

CLOSET

EXECUTIVE OFFICE

CUBICLE 3

CUBICLE 2

SENIOR ASSIST.

OFFICE 1

OFFICE 2

CUSTODIAL

MPE JOB #:

ENG. BUS. No. EB-0005096

CERT. OF AUTH. No. 5096

PHONE (239) 332-1187

12437 Brantley Commons Fort Myers, FL 33907

TO

D GRIFF

No 67083P R

STATE OF

E

O F

E S

S

ION A L E N

G

IN

E E

R

NSECIL

F L O R I DA

THK

D I

PROJECT NO:

DATE:

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA MAY NOT

BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, LLC.

2024-118

/2

/2

:2

:0

P

M

A u to d e s k D o c s /W a re h o u s e

C o n v e rt t o

P a rk s

R e c D e p a rt m e n t/

-1

P lu m b in g M o d e l_ O p ti o n

T w o

R e v it

B

IM

.r v t

F101-S-2

FIRE PROTECTION - 1ST

FLOOR PLAN - SOUTH

BUILDING - ALTERNATE

40-24105

W A

R E

H O

U S

E C

O N

V E

R T

T O

P A

R K

S

R E

C D

E P

T

C

IT

Y O

F F

O R

T M

Y E

R S

06/19/2025

PERMIT DOCUMENTS

M

IC

H

IH

A

N A

V E

N U

E F

O R

T M

Y E

R S

F

L O

R

ID

A

1/4" = 1'-0"1 FIRST FLOOR SOUTH BUILDING

GENERAL NOTES

1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE.

2) REFER TO SPECIFICATIONS.

3) ALL SPRINKLERS ARE TO BE CENTER OF TILE UNLESS NOTED

OTHERWISE (2' X 2' TILES).

4) ALL PIPING 2" OR LARGER TO BE SCHEDULE 10 PIPE UNLESS

NOTED OTHERWISE.

5) ALL 1-1/2" OR SMALLER TO BE SCHEDULE 40 PIPE UNLESS

NOTED OTHERWISE.

6) ALL ARM OVERS ARE TO BE 1" SCHEDULE 40 PIPE UNLESS

NOTED OTHERWISE.

7) IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR

TO COORDINATE HIS WORK WITH ALL OTHER TRADES, AS

WELL AS THE ARCHITECTURAL AND STRUCTURAL FEATURES

OF THE BUILDING.

8) PROVIDE SPRINKLER COVERAGE ABOVE CEILING IN AREAS

NOT MEETING UNSPRINKLERED CONCEALED SPACE

REQUIREMENTS OF NFPA 13, 8.14.1.2.

9) PROVIDE AUXILIARY DRAIN IN PIPING WHERE AN EXCESS OF

5 GALLONS OF WATER IS TRAPPED, NFPA 13, 8.15.2.5.3.3.

COORDINATE DISCHARGE LOCATION WITH ARCHITECT.

10) CONTRACTOR SHALL CREATE A FULL SET OF COORDINATION

DRAWINGS WITH ALL DISCIPLINES PRIOR TO INSTALLATION

OF SPRINKLER SYSTEM TO INSURE AVAILABLE SPACE FOR

ALL DISCIPLINE COMPONENTS.

11) PROPOSED PIPE ROUTING IS SHOWN AS NEEDED FOR

COORDINATION. FINAL ROUTING OF PIPING SHALL BE

PROVIDED ON CONTRACTOR SHOP DRAWINGS.

DIAMOND NOTES

1 EXISTING SUPPLY MAIN FROM EXISTING BACKFLOW PREVENTER.

2 EXISTING FIRE RISER TO REMAIN.

3 CONTRACTOR SHALL REVISE BRANCH PIPING AS REQUIRED TO

ACCOMMODATE RENOVATION OF WAREHOUSE.

4 PROVIDE SPRINKLER CABINET AT FIRE RISER LOCATION.

5 LIGHT HAZARD OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 225 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.10 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 100 GPM / DURATION 30 MINUTES

6 ORDINARY HAZARD GROUP I OCCUPANCY CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = 0.15 GPM OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 60-90 MINUTES

7 CLASS III, BACK-TO-BACK, ˃10’ TO ≤ 12’ STORAGE HIEGHT

CLASSIFICATION:

MAXIMUM SPRINKLER SPACING 130 SQ. FT. PER SPRINKLER,

DENSITY GPM/SQ. FT. = OH-2 DESIGN CURVE OVER 1,500 SQ. FT.

HOSE STREAM = 250 GPM / DURATION 90 MINUTES

8 PROVIDE INTERMEDIATE TEMPERATURE (200°) SPRINKLER.

9 CONTRACTOR SHALL COORDINATE PIPE ROUTING WITH

ELECTRICAL PANEL LOCATIONS OR SYSTEMS COMPONENTS. NO

PIPING SHALL BE ROUTED ABOVE ELECTRICAL PANELS OR

SYSTEMS COMPONENTS.

10 PROVIDE SPRINKLER BELOW DUCTWORK IN ACCORDANCE WITH

NFPA 13, 8.6.5.5.