440 NORTH BROAD STREET F PHILADELPHIA, PA 19130 - 4015 S › Jobs In Progress › Solis Cohen...

S

ZCA

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ABV ABOVE

AP ACCESS PANEL

APPROX APPROXIMATE

BFP BACKFLOW PREVENTER

BLDG BUILDING

CLG CEILING

CO COMPANY, CLEANOUT

DFU DRAINAGE FIXTURE UNITS

DIA DIAMETER

DWG DRAWING

CW COLD WATER

DN DOWN

EA EACH

FA FIRE ALARM

FD FLOOR DRAIN

FLR FLOOR

FIXT FIXTURE

FS FLOW SWITCH

G NATURAL GAS

GCO GRADE CLEANOUT

GPF GALLONS PER FLUSH

GPM GALLONS PER MINUTE

HT HEIGHT

I. E. INVERT ELEVATION

IPC INTERNATIONAL PLUMBING CODE

MISC MISCELLANEOUS

MFG MANUFACTURER

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO. NUMBER

RD ROOF DRAIN

SAN SANITARY

SFU SUPPLY FIXTURE UNIT

SP SPRINKLER

SPEC SPECIFICATION

STD STANDARD

TEMP TEMPORARY

TS TAMPER SWITCH

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

W/ WITH

HYDRAULIC CALCULATIONS SHALL BE BASED ON THE FOLLOWING AVAILABLE WATER PRESSURES AND FLOW:DEMOLISH AND REMOVE

FIRE PROTECTION PIPING

CONTROL VALVE WITH TAMPER SWITCH

OS&Y GATE VALVE

PIPE UP

PIPE DOWN

WATERFLOW SWITCH

STANDPIPE WITH HOSE OUTLET

PENDANT QUICK RESPONSE SPRINKLER

UPRIGHT QUICK RESPONSE SPRINKLER

CONCEALED PENDANT QUICK RESPONSE SPRINKLER

SIDEWALL QUICK RESPONSE

ZONE CONTROL ASSEMBLY

FIRE DEPARTMENT CONNECTION

CHECK VALVE

BACKFLOW PREVENTER

FLOW DIRECTION

SPECIFIC NOTE TAG

CONNECT TO EXISTING

LIMIT OF DEMOLITION

CEILING HEIGHT

HYDRAULIC CALCULATION NODE

FP111A

SYSTEM TYPE

SECTOR

PLAN TYPE FLOOR LEVEL

DISCIPLINE

"0" LOWEST FLOOR"1" NEXT FLOOR LEVEL ETC.

"FPD" DEMO"FP" NEW WORK

"1" FLOOR PLAN"2" ENLARGEDFLOOR ETC.

GENERAL NOTES FIRE PROTECTION SYMBOLS

ABBREVIATIONS

FLOW TEST DATA

1

10'-0"

SHEET NUMBERING LEGEND

MODIFY EXISTING SPRINKLER SYSTEM BASED UPON THE NEW ARCHITECTURAL LAYOUT FOR RENOVATED AREA. SPRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 13 AND APPROVED BY AUTHORITIES HAVING JURISDICTION. DRAWINGS AND CALCULATIONS MUST BE SIGNED BY A PENNSYLVANIA REGISTERED FIRE PROTECTION ENGINEER RECOGNIZED BY THE STATE OF PENNSYLVANIA. NICET STAMP WILL NOT BE ACCEPTED.

THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE POWER FOR ALL FIRE PROTECTION EQUIPMENT. DURING BID PERIOD AND AGAIN PRIOR TO EQUIPMENT ORDERING, THE (GENERAL CONTRACTOR AND THE) FIRE PROTECTION CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR TO VERIFY THAT ALL EQUIPMENT ARE POWERED, AND PROPER VOLTAGE/WIRING/CAPACITY IS PROVIDED. IN THE EVENT OF REQUIREMENTS AMBIGUITY OR CONFLICT BETWEEN TRADES, THE CONTRACTOR IS REQUIRED TO GENERATE AN RFI ADDRESSING THE ISSUE AND REQUESTING CLARIFICATION. FAILURE TO DO SO WILL NEGATE HIS RIGHT FOR A CHANGE ORDER OR REQUEST FOR ADDITIONAL FUNDS DURING CONSTRUCTION RELATING TO THIS ISSUE.

PROVIDE APPROVED SPRINKLER PIPING DRAWINGS AND HYDRAULIC CALCULATION REQUIREMENTS: WORKING PLANS AND CALCULATIONS, PREPARED ACCORDING TO NFPA 13, THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION. DRAWINGS AND CALCULATIONS MUST BE SIGNED BY A PENNSYLVANIA REGISTERED FIRE PROTECTION ENGINEER RECOGNIZED BY PHILADELPHIA PENNSYLVANIA, NICET STAMP WILL NOT BE ACCEPTED.

PROVIDE A NEW HYDRAULICALLY CALCULATED AND DESIGNED SPRINKLER LAYOUT AND INSTALLATION FOR THE CLASSSROOM ADDITION BASED ON IFC, STATE AND LOCAL REQUIREMENTS, AS WELL AS NFPA 13 REQUIREMENTS. PIPING LOCATIONS HAVE BEEN SHOWN FOR SUGGESTIVE PURPOSES ONLY AND FORMAL LAYOUT SHALL BE SUBMITTED BY SPRINKLER CONTRACTOR FOR REVIEW BY THE ARCHITECT/ENGINEER AFTER APPROVAL BY THE AUTHORITY HAVING JURSIDICTION. PROVIDE NEW SPRINKLERS, PIPING, VALVES, FLOW SENSORS, AND ALL REQUIRED APPURTENANCES. COORDINATE WITH FIRE ALARM CONTRACTOR FOR REQUIRED LOCATIONS OF SUPERVISORY DEVICES.

PROVIDE QUICK RESPONSE SPRINKLERS AS REQUIRED. FOLLOW BUILDING STANDARD FOR MANUFACTURER. ORDINARY TEMPERATURE TYPE (RED BULB) THROUGHOUT EXCEPT PROVIDE INTERMEDIATE TEMPERATURE TYPE (YELLOW OR GREEN BULB) IN MECHANICAL AND ELECTRICAL ROOMS.

THE SPRINKLER PIPE SHALL BE SCHEDULE 40 BLACK STEEL.

SCHEDULE 5, SCHEDULE 10, "LIGHTWALL" DESIGNATED, OR PLASTIC SPRINKLER PIPE ARE NOT PERMITTED.

SPRINKLER SYSTEM FITTINGS SHALL MEET THE FOLLOWING REQUIREMENTS: FITTINGS INTO WHICH SPRINKLERS AND SPRINKLER RISER NIPPLES ARE THREADED SHALL BE WELDED, THREADED, OR GROOVED-END TYPE. PLAIN-END FITTINGS WITH MECHANICAL COUPLINGS AND FITTINGS THAT USE STEEL GRIPPING DEVICES TO BITE INTO THE PIPE WHEN PRESSURE IS APPLIED ARE NOT PERMITTED. RUBBER-GASKETED GROOVED END PIPE AND FITTINGS WITH MECHANICAL COUPLINGS SHALL BE PERMITTED IN PIPE SIZES 1 1/2" AND LARGER. FITTINGS, MECHANICAL COUPLINGS, AND RUBBER GASKETS SHALL BE SUPPLIED BY THE SAME MANUFACTURER IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. FITTINGS SHALL BE MALLEABLE IRON, BANDED-TYPE, OR CAST FERRITIC DUCTILE IRON WITH THREADED ENDS OR CUT GROOVED WITH MALLEABLE IRON OR DUCTILE IRON FITTINGS OR STANDARD SEAMLESS STEEL WITH BUTTWELDED ENDS OR FORGED STEEL WITH FLANGED ENDS. COPPER TUBE SHALL BE JOINED WITH BRAZED WROUGHT COPPER FITTINGS. DIELECTRIC TRANSITIONS SHALL BE USED AS NECESSARY IN AREAS WHERE FERROUS PIPING CANNOT BE USED. WHERE PENDANT SPRINKLERS ARE INSTALLED ON EXPOSED PIPING, TEE AND ELBOWS TO WHICH SPRINKLERS ARE CONNECTED SHALL HAVE 1 INCH OUTLETS AND SHALL BE PROVIDED WITH 1 INCH BY 1/2 INCH HEXAGON REDUCING BUSHINGS TO PERMIT CONNECTION OF FUTURE 1 INCH DROP NIPPLES.

ANY SPRINKLER TYPES WHICH HAVE BEEN THE SUBJECT OF A RECALL SHALL NOT BE USED.

SUBMIT SPRINKLER SYSTEM SHOP DRAWINGS INCLUDING DRAWINGS AND HYDRAULIC CALCULATIONS TO ARCHITECT/ENGINEER FOR REVIEW. COMPLETE SPRINKLER SYSTEM SHOP DRAWINGS INCLUDING DRAWINGS AND HYDRAULIC CALCULATIONS MUST BE PREPARED AND SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL.

SPRINKLER PIPING SHALL NOT BE ROUTED EXPOSED.

CLOSELY COORDINATE SPRINKLER LAYOUT WITH AIR DEVICES AND ANY SHELVING OR HIGH STANDING CASES TO MAINTAIN MINIMUM REQUIRED DISTANCES.

ALL SPRINKLERS SHALL BE A LOCATED A MINIMUM OF 18 INCHES FROM ANY SUPPLY AIR DEVICES.

FOR PENINSULAR AND ISLAND SHELVING PROVIDE 30 INCH MINIMUM FROM TOP SHELF TO SPRINKLER DEFLECTOR AND 18" FROM TOP OF STORAGE TO SPRINKLER DEFLECTOR.

FOR PERIMETER SHELVING TIGHT TO WALL PROVIDE 18 INCH MINIMUM FROM TOP SHELF TO SPRINKLER DEFLECTOR. SPRINKLER SHALL NOT BE LOCATED ABOVE PERIMETER SHELF.

FOR PERIMETER SHELVING GREATER THAN 1/4 INCH TO WALL PROVIDE 30 INCH MINIMUM FROM TOP SHELF TO SPRINKLER DEFLECTOR AND 18" FROM TOP OF STORAGE TO SPRINKLER DEFLECTOR.

COORDINATE ALL WORK TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO THROUGH PIPING PERMITTED OVER ELECTRICAL ROOMS.

UPON PROJECT COMPLETION, CONTRACTOR SHALL INSPECT ALL PORTIONS OF THE WORK AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKING AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY CODE OR LAW. CONTRACTOR SHALL THEN COORDINATE FINAL WALK-THRU AND INSPECTION WITH REPRESENTATIVES AND FIX ANY ITEMS FOUND TO REQUIRE CORRECTION.

ALL MATERIALS USED FOR THIS PROJECT SHALL BE NEW, CURRENT MODELS MANUFACTURED WITHIN THE PAST 2 YEARS, AND SHALL MATCH BUILDING STANDARDS. CONTRACTOR TO COORDINATE BUILDING STANDARD MATERIALS WITH OWNER'S REPRESENTATIVE PRIOR TO ORDERING ANY MATERIALS.

THE CONTRACTOR SHALL COORDINATE THE LAYOUT AND INSTALLATION OF THE SPRINKLER SYSTEM WITH THE WORK OF OTHER TRADES.

ALL FIRE PROTECTION WORK INCLUDING DESIGN SHALL BE PERFORMED BY AN ACCREDITED FIRE PROTECTION CONTRACTOR REGULARLY ENGAGED IN THE BUSINESS FOR AT LEAST THE PAST FIVE YEARS AND FAMILIAR WITH THIS WORK AND THE REQUIREMENTS OF THE APPROVING JURISDICTION.

THE ENTIRE FACILITY SHALL BE FULLY SPRINKLERED WITH AUTOMATIC QUICK RESPONSE WET-PIPE SPRINKLER SYSTEM.

INSTALL SPRINKLERS UTILIZING RETURN BEND CONNECTIONS TO BRANCHES AND MAINS THROUGHOUT. WHERE ACCOUSTICAL TILES ARE INSTALLED INSTALL SPRINKLERS IN CENTER OF TILE/ALIGN WITH CEILING MOUNTED LIGHTS.

PIPE, FITTINGS, SPRINKLERS, HANGERS, AND ALL APPURTENANCES SHALL BE IN ACCORDANCE WITH THE NFPA#13, ALL APPLICABLE CODES AND BUILDING STANDARD.

THE CONTRACTOR SHALL PRODUCE COMPLETE SHOP DRAWINGS AND CALCULATIONS, PREPARED IN ACCORDANCE WITH THE APPROPRIATE NFPA STANDARDS. THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE APPROPRIATE JURISDICTION.

REFER TO ELECTRICAL DOCUMENTS FOR FIRE ALARM.

THE PIPE SIZES FOR THE SPRINKLER SYSTEM SHALL BE BASED ON FLOW TEST RESULTS AND HYDRAULIC CALCULATIONS. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH [ CITY OF PHILADELPHIA ] FOR NEW FLOW TEST AND FOR ALL TEST FEES IF NECESSARY.

SPRINKLER PROTECTION WILL BE PROVIDED FOR THE TOP AND BOTTOM OF THE ELEVATOR SHAFT AND IN EACH ELEVATOR MACHINE ROOM. THE SPRINKLERS WILL BE PROVIDED WITH A DEDICATED SUPERVISED CONTROL VALVE, CHECK VALVE, FLOW SWITCH AND TEST VALVE. THE CONTROL ASSEMBLY WILL BE LOCATED IN AN ACCESSIBLE AREA OUTSIDE OF THE MACHINE ROOM. THE ACTUATION OF THE FLOW SWITCH IS NOT INTENDED TO REMOVE POWER TO THE ELEVATOR, SHUNTING OF THE ELEVATOR EQUIPMENT IS COVERED IN THE FIRE ALARM SECTION. ALL SPRINKLERS IN THE MACHINE ROOM WILL BE PROVIDED WITH SPRINKLER GUARDS. SPRINKLER PROTECTION WILL ALSO BE PROVIDED FOR EACH ELEVATOR PIT. THESE SPRINKLERS WILL BE PROVIDED WITH A DEDICATED SUPERVISED CONTROL VALVE. THE CONTROL VALVE WILL BE LOCATED IN AN ACCESSIBLE LOCATION OUTSIDE OF THE ELEVATOR PIT.

ANY LOCATION THAT IS NOT CONDITIONED; I.E. DOES NOT REMAIN ABOVE 40 DEGREES FAHRENHEIT AT ALL TIMES WILL BE PROVIDED WITH A DRY PIPE SPRINKLER SYSTEM.

SPRINKLER LOCATIONS MUST BE IN COMPLIANCE WITH NFPA, WITH SPECIAL CONSIDERATION GIVEN TO 8.6.4.1.2 FOR ROOMS WITH DROP CEILING THAT DO NOT FULLY EXTEND TO WALLS.

SPRINKLER MAINS SHOULD BE CONCEALED FROM VIEW IN THE FINISHED WORK AND ROUTED AS INDICATED ON THE FIRE PROTECTION DRAWINGS UNLESS OTHERWISE APPROVED BY THE ARCHITECT.

ALL SPRINKLER HEAD LOCATIONS ARE SUBJECT TO APPROVAL BY THE ARCHITECT.

ALL SPRINKLER HEADS LOCATED IN ACOUSTIC CEILING TILES SHALL BE CENTERED IN THE CEILING TILES UNLESS OTHERWISE APPROVED BY THE ARCHITECT.

SPRINKLER HEADS WITHIN ROOMS SHALL BE IN A SYMMETRIC LAYOUT TO THE GREATEST EXTENT POSSIBLE UNLESS OTHERWISE APPROVED BY THE ARCHITECT.

SPRINKLER PIPING IS TO BE CONCEALED TO THE GREATEST EXTENT POSSIBLE ABOVE ACOUSTIC CEILINGS, GYPSUM WALLBOARD CEILINGS OR GYPSUM WALLBOARD BULKHEADS UNLESS OTHERWISE APPROVED BY THE ARCHITECT.

SPRINKLER SPACING WILL BE PROVIDED IN ACCORDANCE WITH NFPA 13 GUIDELINES. SPRINKLER PROTECTION WILL BE PROVIDED IN ALL AREAS OF THE BUILDING INCLUDING BUT NOT LIMITED TO CLASS ROOMS, OFFICES, KITCHENS, AUDITORIUMS, ELEVATOR MACHINE ROOMS, COMPUTER ROOMS, ELECTRICAL ROOMS, COMMUNICATIONS ROOMS. SPRINKLER HAZARD CLASSIFICATIONS WILL BE IN ACCORDANCE WITH NFPA 13. THE HAZARD CLASSIFICATIONS WILL BE AS FOLLOWS:

LIGHT HAZARD OCCUPANCYDENSITY: 0.10 GPM/FT2 OVER 1,500FT2.HOSE STREAM: 100 GPMUSE: GENERAL OFFICE SPACE, CLASS ROOMS, CONFERENCE ROOMS, REST ROOMS AND OTHER SIMILAR LOW COMBUSTIBLE AREAS

ORDINARY HAZARD GROUP 1 OCCUPANCYDENSITY: 0.15 GPM/FT2 OVER 1,500FT2.HOSE STREAM: 250 GPMUSE: JANITOR CLOSETS, ELECTRICAL ROOMS, MECHANICAL ROOMS AND STORAGE ROOMS

IT IS ANTICIPATED THAT ORDINARY HAZARD GROUP 2 AND EXTRA HAZARD OCCUPANCIES WILL NOT BE PRESENT IN THE BUILDING.

LOCATION NO. FILE NO.

DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F

P H I L A D E L P H I A

SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)

440 NORTH BROAD STREETPHILADELPHIA, PA 19130 - 4015

OFFICE OF CAPITAL PROGRAMS

T H E S C H O O L D I S T R I C T O F

SEAL:

PENNSYLVANIA

DATE

09/30/2019

Attn: R. Jeffrey Straub

Arif Hasanbhai

www.cra-architects.com

717-458-0047

717-458-0272

MECHANICSBURG, PA 17055

401, EAST WINDING HILL ROAD

CRABTREE, ROHRBAUGH & ASSOCIATES -ARCHITECTS

ARCHITECT

Attn: Vassilis Skardis

Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817

6700A ROCKLEDGE DR. SUITE 301

MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883

MIDDLETOWN, PA 17057

29 SOUTH UNION STREET

RAUDENBUSH ENGINEERING, INC.

STRUCTURAL ENGINEER

Attn: George Cressman

Max Bustos

www.bohlerengineering.com267-402-3400

PHILADELPHIA, PA 19102

1515 MARKET STREET, SUITE 920

BOHLER ENGINEERING

CIVIL ENGINEER

Attn: Ken Kistler412-367-1905

Pittsburgh, PA 15237

1130 Perry Highway, Suite 115

McFarland Kistler and Associates

FOOD SERVICE CONSULTANT

Attn: Ken McGuiness

www.mooreengineering.com717-285-141

Lancaster, PA 17603

3637 Columbia Avenue

Moore Engineering Company

LOW VOLTAGE ENGINEER

B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow

www.elagroup.com814-861-6328

State College, PA 16803

2013 Sandy Drive, Suite 103

ELA Group, Inc.

LANDSCAPING

COMPILATION SET

SOLOMON SOLIS COHEN ELEMENTARY SCHOOL

VASSILIS SKARDIS

NO. DATE REVISION

FIRE PROTECTION COVERSHEET

09-07-2018

FP001

7001 HORROCKS ST,


CheckerAuthor

2078340

/MATCHLINE 1 FP111B /MATCHLINE 1 FP111B

FP401

1

ORDINARY HAZARD ZONE - 2

3,024 SQ. FT.


1,249 SQ. FT.


568 SQ. FT.

LIGHT HAZARD ZONE - 1

3,245 SQ. FT.

F

F

OUTDOOR STORAGE

A122

MAINT. WKSHP.

A121

BOILER

A120

MECHANICAL

A119

ELECTRICAL

A118

MECHANICAL

A125

MDF

A126

BOY'S TLT

A128

GIRL'S TLT.

A127

HAND WASH

A129

CORRIDOR

A116

STAIR 1I

A117

STORAGE

A110

FREEZER

A111B

REFRIGERATOR

A111A

OFFICE

A112

DRY STORAGE

A113

LOCKERS

A114

TOILET

A115

KITCHEN / SERVING

A111

CORRIDOR

A132

FAMILY TLT.

A130

FAMILY TLT.

A131

INST. MUSIC

A136

MUSIC CR

A137

CORRIDOR

A138VESTIBULE

A139

CAFETERIA

A109

STAGE

A107STORAGE

A106

STEPS

A103

CUST.

A104

GYMNASIUM

A133

STORAGE

A135

PE OFFICE

A134

CORRIDOR

A101

STEPS

A108

F


31,257 SQ. FT.

2456

Q

P

ON

M

L

K

J

7

Q.3

Q.4

Q.2

O.9

O.1

Q.1

J.1

0.3 0.14.55.5

P.8

3.5

L.5

K.3

2.6 16.5

J.9

M.2

L.6

L.4

K.4

K.6

L.2

ZCA

A2

F

ELECTRICAL

A105

OFFICE

A124

RAMP

A102

CORRIDOR

A138

SPSP

SP

SP

SP

SP

SP

SP

F

F

FF

FS

P

SP UP


110 SQ. FT.

1

2

2

2

F DN


6,800 SQ. FT.

3

3

4

3

3

F

2. BUILDING IS CATEGORIZED AS LIGHT HAZARD UNLESS NOTED OTHERWISE.

3. ALL FIRE PROTECTION PIPING AND FITTINGS TO BE SCHEDULE 40 GALVANIZED STEEL RATED A MINIMUM OF 200 PSI.

1. REFER TO SHEET FP001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

4. MAIN SPRINKLER PIPE ROUTING IS SHOWN FOR SUGGESTIVE PURPOSES ONLY.

5. SEE DETAIL SHEETS AND RISER DIAGRAM FOR ADDITIONAL INFORMATION.

0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

FIRST FLOOR FIREPROTECTION - NEW WORKA

09-07-2018

FP111A

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1FIRST FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA A

1 2" DRAIN LINE TO DROP INTO OPEN HUBDRAIN (HD-1) BELOW.

2 EXTENT OF SPRINKLER ZONE 1.


4 SIAMESE CONNECTION LOCATION.COORDINATE WITH CIVIL DRAWINGS ANDNFPA 14 FOR LOCATION. CONNECTION SHALLBE WITHIN 100' OF FIRE HYDRANT AND ONADDRESS SIDE OF BUILDING.

/MATCHLINE 1 FP111A

/M

ATC

HLIN

E

1FP

111C

/M

AT

CH

LIN

E

1F

P111D

LIGHT HAZARD

ZONE - 2

37,857SQ. FT.

VEST.

B101

COMMONS

B144

CLERICAL

B103

CONF.

B104

WORK ROOM

B105

STORAGE

B112TOILET

B111

OFFICE

B108

OFFICE

B109STORAGE

B110

CORR.

B114

PRINCIPAL

B113CONFERENCE

B115

OFFICE

B116

OFFICE

B117

OFFICE

B118

STORAGE

B119

TLT.

B107

CORRIDOR

B146

SCIENCE

B140

VEST.

B120

STAIR 1C

B121

IDF

B122

CLASSROOM

B123

ESOL

B124

CLASSROOM

B125

BILINGUAL

B126

CONF.

B127

STC

B128

COTS

B130

STORAGE

B131

WAIT

B132

TLT.

B137

EXAM

B136

STOR.

B135

PSYCH

B134

NURSE

B133

STAIR 1B

B138

VEST.

B145COMMONS

B144

OPEN SGI

B143

OPEN SGI

B139

23456

J

7

I

G

C

B

A

H

F

E

D

J.1

E.2

I.2

0.94.55.5 3.5 2.6 16.5

/MATCHLINE 1 FP111A

STORAGE

B142

CUST.

B141

STORAGE

B140A

SP UP

1

F

SPSP

F

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

FF

ORDINARY HAZARD

ZONE - 2

45 SQ. FT.

ELECT.

B147

2

2

2

2

1

1

2. BUILDING IS CATEGORIZED AS LIGHT HAZARD

UNLESS NOTED OTHERWISE.

3. ALL FIRE PROTECTION PIPING AND FITTINGS TO

BE SCHEDULE 40 GALVANIZED STEEL RATED A

MINIMUM OF 200 PSI.

1. REFER TO SHEET FP001 FOR GENERAL NOTES,

SYMBOLS AND ABBREVIATIONS.

4. MAIN SPRINKLER PIPE ROUTING IS SHOWN FOR

SUGGESTIVE PURPOSES ONLY.

5. SEE DETAIL SHEETS AND RISER DIAGRAM FOR

ADDITIONAL INFORMATION.

0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

FIRST FLOOR FIREPROTECTION - NEW WORK B

09-07-2018

FP111B

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1

FIRST FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA B

1 CONCEAL SPRINKLER PIPING IN MEP

BULKHEAD.


/M

AT

CH

LIN

E1

FP

111B


70 SQ. FT.


15,471 SQ. FT.

STAIR 2A

C110

CLASSROOM

C108

CLASSROOM

C107

OPEN SGI

C106

CLASSROOM

C105

CLASSROOM

C104

SPECIAL ED

C103

ESOL

C102

ESOL

C102

EMOTIONAL SUPPORT

C123

STORAGE

C122

ELECT.

C121

HAND WASH

C116

BOY'S TLT

C118

GIRL'S TLT.

C117

CLASSROOM

C114

CLASSROOM

C113

CLASSROOM

C112CLASSROOM

C111

CUST.

C119

TLT.

C120

ZCAC1

F

F

SP

SP

SPSPSP

1

2

2

2






0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

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SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

FIRST FLOOR FIREPROTECTION - NEW WORKC

09-07-2018

FP111C

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1FIRST FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA C



/

MA

TC

HLIN

E1

FP

111B


70 SQ. FT.


14,785 SQ. FT.

IDF

D123

CUST.

D124

ESOL

D102

ESOL

D102

SPECIAL ED

D104

CLASSROOM

D105CLASSROOM

D107

OPEN SGI

D108

CLASSROOM

D109

CLASSROOM

D113

CLASSROOM

D114

CLASSROOM

D115

CLASSROOM

D116

BOY'S TLT

D118

GIRL'S TLT.

D119

HAND WASH

D117TLT.

D120

ELECT.

D122

STORAGE

D121

CLASSROOM

D110

STAIR 3A

D112

ZCA

C1

F

SP SPSP SP

1

2

2

2






0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

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SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

FIRST FLOOR FIREPROTECTION - NEW WORKD

09-07-2018

FP111D

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1FIRST FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA D



/MATCHLINE 1 FP112B /MATCHLINE 1 FP112B

DN


30,441 SQ. FT.


72 SQ. FT.

CLASSROOM

A217

CLASSROOM

A218

ESOL

A219

ESOL

A219

OPEN SGI

A220

CUST.

A222

CORRIDOR

A221

IDF

A223

CLASSROOM

A224

CLASSROOM

A225

COMMONS

A226

TLT.

A210

ELECT.

A212

CLASSROOM

A213

CLASSROOM

A214

STAIR 1I

A216

STORAGE

A211

BOY'S TLT

A209

GIRL'S TLT.

A208

HAND WASH

A207

CLASSROOM

A205

CLASSROOM

A204

CLASSROOM

A203

FACULTY

A201

CORRIDOR

A202

23

456

Q

P

ON

M

L

K

J

7

Q.3

Q.4

Q.2

O.9

O.1

Q.1

J.1

0.94.55.5

P.8

3.5

L.5

2.6 16.5

J.9

M.2

1.8

L.4

K.6

L.2

A1

F

ZCA

SPSP

SP

SP

SP

SP

SP

SP

SP

1

SP

SP DN

OPEN TO BELOW

2

2

2

2

2

2

2






0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

SECOND FLOOR FIREPROTECTION - NEW WORKA

09-07-2018

FP112A

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1SECOND FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA A



/MATCHLINE 1 FP112A

/M

ATC

HLIN

E

1FP

112C

/M

AT

CH

LIN

E1

FP

112D

/MATCHLINE 1 FP112A

LIGHT HAZARD

ZONE - 5

30,441 SQ. FT.

LARGE GROUP INSTRUCTION

B201

STAIR 1B

B202

ART

B203

STORAGE

B205

ART

B206

IMC

B207

STAIR 1C

B209

23456

J

7

I

G

C

B

A

H

F

E

D

J.1

E.2

I.2

0.94.55.5 3.5 2.6 16.5

SP DN

11

1

2

2

2

SP

SP

SP

SP

SP

OPEN TO BELOW

3

3

3

OPEN TO BELOW

OPEN TO BELOW

3

3

3

3

3

3

3





MINIMUM OF 200 PSI.







0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

SECOND FLOOR FIREPROTECTION - NEW WORK B

09-07-2018

FP112B

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1

SECOND FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA B

1 CONCEAL SPRINKLER PIPING INTO HIGH ROOF

SOFFIT. REFER TO DETAIL 5 ON SHEET FP502.

2 CONCEAL SPRINKLER PIPING IN MEP

BULKHEAD.


/M

AT

CH

LIN

E1

FP

112B

ORDINARY HAZARD

ZONE - 6

70 SQ. FT.

LIGHT HAZARD

ZONE - 6

15,471 SQ. FT.COMPUTER

C223

STAIR 2A

C210

CLASSROOM

C208

CLASSROOM

C207OPEN SGI

C206CLASSROOM

C205

CLASSROOM

C204CLASSROOM

C203

ESOL

C202ESOL

C202

STORAGE

C222

ELECT.

C221

HAND WASH

C216

BOYS TLT.

C218GIRL'S TLT

C217

CLASSROOM

C214

CLASSROOM

C213

CLASSROOM

C212

CLASSROOM

C211

COMMONS

C215

CUST.

C219

TLT.

C220

C1

FZCA

SPSPSPSPSP

SP

2

2





MINIMUM OF 200 PSI.







0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

SECOND FLOOR FIREPROTECTION - NEW WORKC

09-07-2018

FP112C

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1

SECOND FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA C



/

MA

TC

HLIN

E1

FP

112B

ORDINARY HAZARD

ZONE - 7

70 SQ. FT.

LIGHT HAZARD

ZONE - 7

14,785 SQ. FT.

STAIR 3A

D212

CLASSROOM

D213

CLASSROOM

D214

CLASSROOM

D215

CLASSROOM

D216

BOY'S TLT

D218

GIRL'S TLT

D219

HAND WASH

D217TLT.

D220

ELECT.

D222

STORAGE

D221

IDF

D223

CUST.

D224

COMMONS

D206

ESOL

D203

ESOL

D203

CLASSROOM

D204CLASSROOM

D205 CLASSROOM

D207

OPEN SGI

D208

CLASSROOM

D209

CLASSROOM

D210

D1

F

ZCA

SP SP SP SP

1

1

1





MINIMUM OF 200 PSI.







0' 8'4' 16'

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

A

BC

D

N

K E Y P L A N


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES

KEYED NOTES#


VASSILIS SKARDIS

NO. DATE REVISION

SECOND FLOOR FIREPROTECTION - NEW WORKD

09-07-2018

FP112D

7001 HORROCKS ST,


CheckerAuthor

2078340

1/8" = 1'-0"1

SECOND FLOOR - FIRE PROTECTION PLAN - NEW WORK - AREA D


6" FIRE PROTECTION SERVICE. SEE CIVIL PLANS FOR CONTINUATION.

SHUT OFF VALVE

FTO FDC

TO SPRINKLER ZONE - 1

X1

XE XF

Q

Q.3

Q.2

1.6

Q.1

P.8

1.4

P.9

1.5

MECHANICAL

A125

6" FP DN

P.8

1.4

P.9

FIRE PUMP (FP-1)

X1

XE XF

Q

Q.3

Q.2

Q.5

Q.1

P.8

SP

SP

UP TO SPRINKLER ZONE - 5

FIRE PUMP CONTROLLER WITH MONITORING MODULE AND AUTOMATIC TRANSFER SWITCHSEE DRAWING E124A FOR ELECTRICAL INFORMATION

JOCKEY PUMP CONTROLLER WITH MONITORING MODULE SEE DRAWING E124A FOR ELECTRICAL INFORMATION

ZCA

ZCA






4. ALL CONCRETE PADS TO BE PROVIDED BY GC.

SCALE: 1/4"=1'-0"

0' 4'2' 8'


DRAWN BY CHECKED BY

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SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET

GENERAL NOTES


VASSILIS SKARDIS

NO. DATE REVISION

ENLARGED PLANS

09-07-2018

FP401

7001 HORROCKS ST,


CheckerAuthor

2078340

1/4" = 1'-0"1

FIRE PROTECTION MECHANICAL ROOM A125

SLEEVE

ESCUTCHEON PLATE

EXTERIOR WALL

CONCEAL PIPING IN WALLCAVITY & PROVIDELOCKING ACCESS COVER

SMOOTH BORE CORROSIONRESISTANT OUTLETGIVING FLOW EQUIVALENTTO ONE SPRINKLER

TEST VALVE IN READILYACCESSIBLE LOCATION

DISTANCE SHALL NOT BELESS THAN 4'-0" OFEXPOSED PIPING INHEATED AREA FROM VALVETO OUTSIDE WALL

PROVIDE ESCUTCHEONWHERE PIPING IS EXPOSEDDISTANCE SHALL NOT BELESS THAN 4'-0" OFEXPOSED PIPING IN HEATEDAREA FROM VALVE TOOUTSIDE WALL

PROVIDE CONCRETESPLASHBLOCK

FROM END OF REMOTESPRINKLER BRANCH LINE

NOTE: APPLICATION IS FOR WET-PIPE SPRINKLER SYSTEM ONLY.

45° GALVANIZED ELBOW

MOUNT 36" ABOVEFINISHED GRADE

ELEVATION VIEW

TOP VIEWEXTERIOR WALL

CHECK VALVE

FLOOR

FOR CONT. SEEFLOOR PLAN

18"

MIN

IMU

M36"

MA

XIM

UM

2 1/2"X2 1/2"X4" FLUSHMOUNT FIRE DEPT.CONNECTION W/ CAP & CHAIN

PIPE SLEEVE (TYP.)

1/2" AUTOMATICBALL DRIP VALVE

SIGNAGE AS REQUIRED TO MATCH FDC

FINISH OF OUTLETTO MATCH FDC

NOTE: SHALL BE WALL MOUNTED 18-42"ABOVE SIDEWALK OR GROUND, AND WITHIN 100 FT OF A HYDRANT.

WALL

SUA TO RPK

SUA OT RKP

C-CLAMP ORUNIVERSALC-CLAMP

TOP ORBOTTOMFLANGE OFSTRUCTURALBAR JOIST

THREADED ROD-TURNBUCKLEMAY BE ADDEDFOR VERTICALADJUSTMENTCLEVIS HANGER

CLEVIS HANGERSUPPORTED FROMSTRUCTURAL BAR JOISTWITH C-CLAMP

SWIVEL RING HANGERSUPPORTED FROM STRUCTURALBAR JOIST WITH C-CLAMP

ADJUSTABLESWIVEL RINGHANGER

UNIVERSALC-CLAMP IFTOP JOISTBELOW ROOF

TOP ORBOTTOMFLANGE OFSTRUCTURALBAR JOIST

CLEVIS HANGER

UNIVERSALTYPE, WEDGETYPE OR LIGHTWEIGHT TYPECONCRETEINSERT

CLEVIS HANGER SUPPORTEDFROM CONCRETE STRUCTUREWITH SUPPORT INSERT

SWIVEL RING HANGER SUPPORTEDFROM CONCRETE STRUCTURE WITHSUPPORT INSERT

UNIVERSALTYPE, WEDGETYPE OR LIGHTWEIGHT TYPECONCRETEINSERT

ADJUSTABLESWIVEL RINGHANGER SINGLE PIPE ROLL HANGER

SINGLE PIPEROLL HANGER

WELDING BEAMATTACHMENTWINGLESS EYENUT

CLEVIS HANGER

CLEVIS HANGER WITHWELDED SUPPORT FROMSTRUCTURE

THREADED ROD-TURNBUCKLEMAY BE ADDEDFOR VERTICALADJUSTMENT





WELDING BEAMATTACHMENTWINGLESS EYENUTTHREADED ROD-TURNBUCKLEMAY BE ADDEDFOR VERTICALADJUSTMENTWINGLESS EYENUT

PIPE CLAMP

WELDING BEAMATTACHMENTWINGLESS EYENUTTHREADED ROD

TURNBUCKLE

U-BOLT

STEEL WASHERPLATE

UNIVERSAL, CHANNEL OREQUAL LEG ANGLE TRAPEZEASSEMBLY

ALTERNATE PIPELOCATION

TRAPEZE HANGER WITHWELDED SUPPORT FROMSTRUCTURE

PIPE CLAMP HANGER WITHWELDED SUPPORT FROMSTRUCTURE

CONCRETE EXPANSION SHIELD INSERT ANCHOR

INSERT LENGTH

5/8"

3/4"

3/8"

1/2"

2 9/16"

3 3/16"

2"

1 9/16"

ANCHOR SIZE

1/4" 1"

MINIMUM EMBEDMENT DEPTH

3"

3 1/2"

2 1/2"

2"

BASIS OF DESIGN: "HILTI"

1 1/4"

3 1/2"

2 1/2"

4"

3"

MAXIMUM HOLE DEPTH

2"

INSERT LENGTH

MIN ENBEDMENTDEPTH

INSERT PLUG TO BE HAMMERED PER INSERT

MANUFACTURER'S INSTRUCTION

CONCRETE SLAB

STAINLESS STEEL DROP IN ANCHOR

ALL THREAD HANGER ROD

TYPICAL UPPER ANCHOR ATTACHMENT FOR HANGERS INCONCRETE

NOTES:

1. SPRINKLER HANGERS, BRACING AND RESTRAINTS ARE NOT LIMITED TO THESE EXAMPLES, ALL MUST COMPLY WITH NFPA 13 REQUIREMENTS.2. ALL HANGERS, BRACING, AND RESTRAINTS SHALL BE IN COMPLIANCE WITH NFPA 13, CHAPTER 9, EDITION AS APPROVED BY LOCAL AHJ.

3. ALL COMPONENTS OF HANGER ASSEMBLIES THAT DIRECTLY ATTACH TO THE BUILDING STRUCTURE OR THE PIPE SHALL BE LISTED.4. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS UNLESS SPECIFICALLY EXEMPTED PER NFPA 13, CHAPTER 9.

5. ALL TRAPEZE HANGERS SHALL CONFORM TO SECTIONAL MODULUS REQUIREMENTS AS NOTED IN NFPA 13, CHAPTER 9.6. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM COMPONENTS.7. HANGER RODS SHALL MEET MINIMUM DIAMETER REQUIREMENTS PER NFPA 13, CHAPTER 9.

8. UNSUPPORTED ARMOVER LENGTHS SHALL NOT EXCEED THOSE LISTED IN NFPA 13, CHAPTER 9.

1-1/2"

(38.1 mm)

2-1/4"

(58 mm)2"

Maximum

(51 mm)

1-1/8" (28.6 mm)

Minimum

Install with a Model E-2Thread-on Recessed Escutcheon

(54 mm)

2-1/8"

CEILING OPENING SIZE: 2-5/16" (58.7 MM)MINIMUM 2-1/2" (63.5 MM) MAXIMUM

BASIS OF DESIGN: Viking QR Fusible Element Pendent Sprinkler 12275 (VK303) and Upright Sprinkler12279 (VK301)

PENDANT TYPE UPRIGHT TYPE

PENDENT SPRINKLER

UPRIGHT SPRINKLER

AS REQUIRED

TEE OR ELBOW ONMAIN/BRANCH LINE

1"∅ NIPPLE

1" PIPE

TEE OR ELBOW

4" MAXIMUM LENGTH

1"x1/2" REDUCER

AS REQUIRED

TEE OR ELBOW ONMAIN/BRANCH LINE

1"∅ NIPPLE

CEILING1"x1/2" REDUCER

TEE OR ELBOW

4" MAXIMUM LENGTH4" MAXIMUM LENGTH

FUSIBLE LINKUPRIGHT SPRINKLER

FUSIBLE LINKPENDANT SPRINKLER

CHROME PLATEDTHREADEDESCUTCHEON PLATE

1" PIPE


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET


VASSILIS SKARDIS

NO. DATE REVISION

FIRE PROTECTION DETAILS

09-07-2018

FP501

7001 HORROCKS ST,


CheckerAuthor

2078340

NTS2

SPRINKLER SYSTEM TEST DRAINPIPE DETAIL

NTS1FIRE DEPARTMENT CONNECTION (FDC) DETAIL

NTS5FIRE PROTECTION HANGER DETAIL

NTS4FUSIBLE LINK SPRINKLER DETAIL

NTS3TYPICAL ARMOVER DETAIL

PRESSURE GAUGE W/ 1/4" GAGE VALVE

LISTED CHECK VALVELISTED 0S&Y GATE VALVE W/ TAMPER SWITCH

PRESSURE GAUGEW/ 1/4" GAGE VALVE

TS TS

FIRE PUMP

TO FIRE PUMP CONTROLLER

4" HIGH HOUSEKEEPING PAD.ALL CONCRETE PADS TO BE PROVIDED BY GC.

18

12 13

14

19

17 16

154

PIPE TO MAIN DRAIN RISER1

COMBINE SPRINKLER/STANDPIPE2

MECHANICAL TEE3

DRAIN PORT4

BUTTERFLY VALVE WITH SUPERVISED TAMPER SWITCH5

CHECK VALVE6

ZONE CONTROL RISER MODULE7

90 DEG ELBOW No. 0018

RIGID COUPLING9

TO SPRINKLER SYSTEM10

UL LISTED FM APPROVED FLOW SWITCH12

PRESSURE GAUGE13

ISOLATION VALVE FOR GAUGE14

PRESSURE RELIEF VALVE PORT15

SHUT OFF VALVE (ON BOTH SIDES)16

SITE GLASS (VISIBLE FROM BOTH SIDES)17

TEST AND DRAIN VALVE (ON BOTH SIDES)18

GROOVED DRAIN CONNECTION19

EXPRESS DRAIN MAIN RISER11

LEGEND

7

65

8

9

10

1

2

3

14

4

12

11

SAMMY X-PRESSOR PLUSNUT STYLEHANGER (NBE)

THREADEDROD (NBE)

STATIC HANGING LOAD

SPRINKLERPIPE (NBE)

SW9A "NARROW" ROOF DECK

16" COVERAGE

ACCESS HOLES PROVIDEDBY EPIC METALS

ACCESS COVER PLATESGAGE AND FINISH TOMATCH DECK (PROVIDED BY EPIC)ATTACH TO DECK WITH#10 SELF DRILLING SCREWS

S

FIRE PUMPCONTROLLER

5'-0"MINIMUM

LISTED BRONZE CHECK VALVE W/ 3/32" ORIFICE IN CLAPPER (TYP)

PRESSURE SWITCH

1/2" GLOBE VALVE

1/2" GLOBE VALVE

PRESSURE GAUGE

1/2"

1/2"

TO SYSTEM, MUST CONNECTBETWEEN FIRE PUMP DISCHARGECHECK AND CONTROL VALVES

1/4" TEST VALVE

3-WAY GAUGE VALVE

S

JOCKEY PUMPCONTROLLER

5'-0"MINIMU

M

LISTED BRONZE CHECK VALVE W/ 3/32" ORIFICE IN CLAPPER (TYP)

PRESSURE SWITCH

1/2" GLOBE VALVE

1/2" GLOBE VALVE

PRESSURE GAUGE

1/2"

1/2"

TO SYSTEM, MUST CONNECTBETWEEN FIRE PUMP DISCHARGE CHECK AND CONTROL VALVES

1/4" TEST VALVE

3-WAY GAUGE VALVE

CW

F

BY-PASS

FD

C

TS

TS TS TS

TS

TS

TS

TS

TS

TS

FS

FIRE DEPT. CONNECTION,PROVIDE CHECK VALVE ANDDRAIN OUTSIDE

FIRE PUMP TEST CONNECTION ON EXTERIOR WALL. 2-1/2" OUTLETS WITH CAPS

JOCKEY PUMP CONTROLLER(SEE DETAIL #3)

FIRE PUMP CONTROLLER(SEE DETAIL #5)

FIRE SERVICE ENTRANCE

FIRST FLOOR LEVEL

JOCKEY PUMP (SEE DETAIL #4)

FIRE PUMP

WET SPRINKLER RISER

DRAIN (TYP)

TS

FS

TS

F

TO ZONE CONTROL ASSEMBLIES.

JOCKEY PUMP ON SAME LEVEL AS FIRE PUMP

PRESSURE GAUGE W/ 1/4" GAGE VALVE

LISTED CHECK VALVELISTED 0S&Y GATE VALVE W/ TAMPER SWITCH

PRESSURE GAUGEW/ 1/4" GAGE VALVE

TS TS

JOCKEY PUMP

TO JOCKEY PUMP CONTROLLER


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET


VASSILIS SKARDIS

NO. DATE REVISION

FIRE PROTECTION DETAILS

09-07-2018

FP502

7001 HORROCKS ST,


CheckerAuthor

2078340

NTS6FIRE PUMP DETAIL

NTS1ZONE CONTROL ASSEMBLY DETAIL (ZCA)

NTS2CONCEALED SPRINKLER PIPING DETAIL

NTS5

FIRE PUMP CONTROL PIPING DETAILNTS

3JOCKEY PUMP CONTROL PIPING DETAIL

NTS7FIRE PUMP PIPING DETAIL

NTS4JOCKEY PUMP DETAIL

FIRE PUMP SCHEDULE

ID SERVICE GPMBASIS OF DESIGN(OR EQUAL)

PHASE RPM

FP-1 FIRE PUMP 500 3 3550 PEERLESS-5PVF11-PACKED

ELECTRICAL CHARACTERISTICS

VOLTAGE

460

HEAD(PSI)

100

MOTOR HP

50

LOCATION

MECHANICAL ROOM A125

FIRST FLOOR

SECOND FLOOR

ROOF

FIRE PUMP

6"

SEE CIVIL DRAWINGS FOR CONTINUATION

FP

F

A1

(2) 2 1/2" FDC

D

SP

SPRINKLER SUPPLY MAIN(ZONE 3)

TS

F

C1

DF

P

SP


D

SP


F

D1

DF

P

SP


TSFP FP

MECHANICAL A125

TS TS

D

SPSPRINKLER SUPPLY MAIN(ZONE 2)

F

A2

SPRINKLER FLOOR CONTROL VALVE ASSEMBLY W/ INSPECTOR'S TEST STATION. (TYP.) SEE DETAIL

DF

P

SP


PIPE TO DROP INTO NEAREST FLOOR DRAIN

PIPE TO DROP INTO HUB DRAIN (HD-1) BELOW




SPRINKLER SUPPLY MAIN(ZONE 8)(GYMNASIUM)

D

SP

D

SPTS


PIPE TO DROP INTO NEAREST FLOOR DRAIN

TS FS TS FS

TSFS

TSFSTSFS

TSFS TSFS

TSFS


DRAWN BY CHECKED BY

DRAWING NO.

www.philasd.org

SCHOOL & LOCATION

PROJECT TITLE

DRAWING TITLE

87654321

A

B

C

D

E

F


SHEET OF

(215) 400 - 4730 (215) 400 - 4731 (fax)




SEAL:

PENNSYLVANIA

DATE

09/30/2019


Arif Hasanbhai


717-458-0047

717-458-0272




ARCHITECT


Anil Giri

www.theges.com

301-216-9671

301-216-2871

BETHESDA, MD 20817


MEP ENGINEER

Attn: David Larson

Linda Van Sickle

www.raudeng.com

717-944-0112

717-944-0883




STRUCTURAL ENGINEER


Max Bustos




BOHLER ENGINEERING

CIVIL ENGINEER






Attn: Ken McGuiness


Lancaster, PA 17603




B-075C OF 2017 / 18 GC

B-076C OF 2017 / 18 MC

B-077C OF 2017 / 18 PC

B-078C OF 2017 / 18 EC

Attn: Matt Harlow




ELA Group, Inc.

LANDSCAPING

COMPILATION SET


VASSILIS SKARDIS

NO. DATE REVISION

FIRE PROTECTION RISERDIAGRAM

09-07-2018

FP610

7001 HORROCKS ST,


CheckerAuthor

2078340

440 NORTH BROAD STREET F PHILADELPHIA, PA 19130 - 4015 S › Jobs In Progress › Solis Cohen...

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Transcript of 440 NORTH BROAD STREET F PHILADELPHIA, PA 19130 - 4015 S › Jobs In Progress › Solis Cohen...