Memorandum - phila.gov

Z:\Projects\2061 - DPP - Engine 43 and Engine 54\3.00 Codes + Approvals\3.06 Arts + Signage\Art Commission Submission\Art Commission Approval Request. E 43,54,61 64 (2.12).doc Revised: 06/12/12

To: Beige Berryman, Art Commission From: Thomas C. McDade III, Deputy Chief of Staff Date: 11/16/21 Re: Request for Administrative Approval and/or Art Commission Review

We respectfully request administrative approval for the following: Engine # 43 at 2108-14 Market Street Engine # 54 at 1913 N. 63rd Street Engine # 61 at 5334 Rising Sun Avenue Engine # 64 at 6100 Rising Sun Avenue The project includes repairs and renovations to the exteriors for structural safety and longevity of maintenance to the structures. Thank you for your attention. Please inform me directly if we will require a formal Art Commission presentation for this project. The enclosed description and/or graphics show the intended extent of work. Thank you for your attention. Please inform me directly if we will require a formal Art Commission presentation for this project. cc: Bridget Collins-Greenwald, Commissioner, DPP

Roy Conard, Project Director Fredda Lippes, Project Manager File: Project # 13-21-4726-04, Section 2.12

Memorandum

ENGINES 43, 54, 61, 64 STRUCTURAL IMPROVMENETS

SEILER+DRURY ARCHITECTURE | 420 DEKALB ST. NORRISTOWN

View Southeast from Market Street

View Southwest from Market Street

Engine 43 Existing Conditions Photographs



View Northwest from Ludlow Street

Existing Mural on West Wall of Engine 43 Building



Looking Southeast from N 63rd Street

Looking East from N 63rd Street




Looking Northwest from Lancaster Avenue

Looking Southwest from Lancaster Avenue



Looking Northeast from N 63rd Street

Looking Southeast from Lancaster Avenue




Looking Southwest from Rising Sun Avenue

Looking West from Rising Sun Avenue




Looking North from Rising Sun Avenue




Looking West from Rising Sun Avenue




Existing Mural at neighboring Lawncrest Library

Looking North from Rising Sun Avenue



Looking Northeast from Rising Sun Avenue

AX.XX22

2222

22

DOOR

1AX

ROOM NAMEROOM-NAME

100

A

B

C

D

E

7654321

UP UP

BASEMENT14-'-0 1/4"

NEW FLOORDRAIN ABOVE,

SEE P-DWGS


SEE P-DWGS


SEE P-DWGS

PHASE 2

BASEMENT001

PHASE 3

SEE E-DWGSFOR NEW

ELEC. BOX

TEMPORARY DUSTPROTECTION, TYP.

EX STORAGE CAGETO REMAIN

REPAINT ANY PREVIOUSLYPAINTED AREAS OF THE OVERHEAD

SLAB & BEAMS, & COLUMNS TOMATCH EXISTING FINISH

PHASE 1

EX STORAGEVAULT TO

REMAIN

EX FLOORDRAIN ABOVE

EX FLOORDRAIN ABOVE

EX FLOORDRAIN ABOVE

EX EQUIPMENTPAD

EX ELEC.PANEL

EX ELEC.PANEL

EX FLOORDRAIN ABOVE

EX FLOORDRAIN ABOVE

EX FLOORDRAIN ABOVE

EX ELEC.

N.I.C.

TEMPORARY DUST PROTECTION

420 DEKALB STREET NORRISTOWN PA 19401

T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

43-A1.0

SCALE:

PROPOSED BASEMENT PLAN

3/16"=1'-0"

1

43-A1.0

PHILADELPHIA CODES ENFORCED:

2018 ICC CODES WITH LOCAL AMENDMENTS.2018 INTERNATIONAL BUILDING CODE2009 ICC A117.12018 INTERNATIONAL EXISTING BUILDING CODE2018 INTERNATIONAL ENERGY CONSERVATION CODEPHILADELPHIA ZONING CODE2004 PHILADELPHIA PLUMBING CODE FOURTH PRINTINGPHILADELPHIA FIRE CODEPHILADELPHIA PROPERTY MANAGEMENT CODE

CODE INFORMATION :

BUILDING CODE-RELATED PROJECT INFORMATION :

BUILDING FOOTPRINT:RENOVATION AREA:NUMBER OF STORIES:CONSTRUCTION TYPE:

EXISTING CONSTRUCTION:FLOORS:WALLS:COLUMNS:

USE GROUP:

6,358 SQ. FT.±5,225 SF2 STORIES W/ BASEMENTIIB

CONCRETEMASONRYSTEEL & MASONRY

MIXED

GENERAL NOTES

SEE S-DWGS FOR STRUCTURAL REPAIR INFORMATION

SEE MEP DWGS FOR MEP WORK SCOPE

COORDINATE TEMPORARY REMOVAL OF STORAGE ITEMS W/ DPP. DPPTO COORDINATE W/ PFD. CONTRACTOR TO PROVIDE 2 WEEKS NOTICE.

SYMBOLS LEGEND :

0 4' 8' 12'

A

B

C

D

E

7654321

APPARATUS22'-4"

DN

HALL22'-11 1/2"

DN

UP

UP

DN

LIVING RM27'-11 1/2"

9'-0" - 10'-0" TYPLOCATE @ EX PUDDLE, V.I.F.

VESTIBULE24'-10"

CLAPPARATUS ROOM

100

243-A1.1

1

2

243-A1.1

4

4

4

5

55

5 6

6

7

7

7

CL

CL

8

PHASE 2

PHASE 3

TEMPORARY DUSTPROTECTION, TYP.

2

PHASE 1 - AREACLOSED TO TRAFFICFOR STRUCTURALREPAIRS BELOW

(PHASE 4:RF-1 & RF-2)

(PHASE 4:RF-1 & RF-2)

MARK

ET S

TREE

T

N.I.C.

N.I.C.

EXISTING TOPPING SLAB

EXISTING STRUCTURAL SLAB,DOUBLE CORE TO INSTALL NEW

FLOOR DRAIN

WATERPROOFING MASTIC

NEW FLOOR DRAINTO MATCH EX. ADJMIRACOTE RM1 CONCRETE

REPAIR MORTAR

GROUT

EXTENDWATERPROOFINGINTO CLAMP, TYP.

CONNECT TO DRAIN,SEE P-DWGS


PHASE

REMOVE LOOSE CONCRETE & CHIP OUT ASNECESSARY TO PROVIDE MIN. 1/4"THICKNESS FOR REPAIR MORTAR

EXISTING CEMENT TOPPING SLAB

EXISTING CONCRETE SLAB

EXISTING ALUM. THRESHOLD

EXISTING CONCRETE APRON

MIRAPATCH RM1 CONCRETEREPAIR MORTAR

RAKE OUT EXISTING JOINT, MECHANICALLYCLEAN JOINT & PRIME. FILL W/ SEALANT

RAKE OUT EXISTING JOINT,MECHANICALLY CLEAN JOINT & PRIME.FILL W/ BACKER ROD & SEALANT

EXTERIOR INTERIOR


T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

43-A1.1

SCALE:

PROPOSED FIRST FLOOR PLAN

3/16"=1'-0"

1

43-A1.1

SCALE:

DOOR THRESHOLD DETAIL

3"=1'-0"

2

43-A1.1

KEYNOTES

1. EXISTING DAMAGED CONCRETE. REMOVE LOOSE CONCRETE &CHIP OUT AS NECESSARY TO PROVIDE MIN. 1/4" THICKNESS FORREPAIR MORTAR. PATCH W/ MIRAPATCH RM1 CONCRETE REPAIRMORTAR. MAINTAIN JOINT BETWEEN NEW REPAIR MORTAR &EXISTING ALUM. THRESHOLD, AND SEAL JOINT W/ NEW SEALANT

2. EXISTING DAMAGED CONCRETE THRESHOLD. REMOVE LOOSECONCRETE & CHIP OUT AS NECESSARY TO PROVIDE MIN. 1/4"THICKNESS FOR REPAIR MORTAR. PATCH W/ MIRAPATCH RM1CONCRETE REPAIR MORTAR. SEE 2/43-A1.1

3. NOTE NOT USED

4. NEW RF-2 SAFETY YELLOW BACK-UP LINE @ EXISTING LINELOCATION TO BE DONE IN PHASE 4. VERIFY EXISTING LOCATIONS &DIMENSIONS IN FIELD PRIOR TO NEW WORK. MATCH EXISTINGWIDTH & LENGTH. COORDINATE & CONFIRM W/ PROJECT MANAGER& PFD.

5. EXISTING FLOOR DRAIN TO REMAIN

6. EXISTING FLOOR DRAIN TO REMAIN. REPLACE DAMAGED GRATEIN-KIND

7. NEW FLOOR DRAIN, SEE 3/43-A1.1

8. NEW RF-1 OVER ENTIRE APPARATUS ROOM FLOOR TO BE DONE INPHASE 4

GENERAL NOTES

HYBRID EPOXY FLOOR COATING & FLOOR COATING PREPARATIONS TOBE DONE IN PHASE 4. PRIOR TO INSTALLATION OF HYBRID EPOXY FLOORCOATING, CLEAN SLABS W/ MIRAPRIME AQUA BLOK XL. FILL ALL CRACKSIN THE EXISTING CONCRETE SLABS W/ MIRAFLOR MC5.

SEE MEP-DWGS FOR MEP WORK SCOPE

SCALE:

FLOOR DRAIN DETAIL

1 1/2"=1'-0"

3

43-A1.1

SYMBOLS LEGEND :

0 4' 8' 12'

0 3" 6" 9" 0 1/2' 1' 1 1/2'

UP

UP

NEW GUARDRAIL SHORING POST, SEE S-DWGS

BASEMENT001

254-A1.1

354-A1.1

NEW WALL MOUNTEDHANDRAIL

NEW STL COLUMN &FOOTING, SEE S-DWGS

12"

NEW STRUCTURALREPAIR @ EXISTINGMANHOLE, SEE S-DWGS

NEW STEEL BEAMABOVE, SEE S-DWGS

NEW STRUCTURALSLAB REPAIR, SEE

S-DWGS

EXISTING ELEC.PANEL TO REMAIN

EXISTING FLOORDRAIN ABOVE

FLOOR DRAIN ABOVE,SEE P-DWGS

EXISTING HOT WATERHEATER TO REMAIN

EXISTING MECH.EQUIPMENT TO REMAIN

EXISTING SUMP PUMPTO REMAIN

EXISTING FLOORDRAIN ABOVE, SEEP-DWGS

EXISTING FLOORDRAIN ABOVEEXISTING MANHOLE

TO REMAIN

NEW CONCRETESTAIR PAD

NEW WD STAIRTREAD

UP DN

UP

AREA NOTSURVEYED

WATCHDESK

101

APPARATUS ROOM

100

RESTROOM101

KITCHEN103

PANTRY104

STAIRST-1

454-A1.1

NEW WALL MOUNTEDHANDRAIL

12"

FLOOR DRAIN, SEEP-DWGS

EXISTING FLOORDRAIN TO REMAIN

EXISTINGMANHOLE TO

REMAIN

EXISTING FLOORDRAIN TO REMAIN

EXISTING PAINT LINE

EXISTINGBEAM ABOVE

PROVIDE NEW DOORGASKETING & SWEEP

@ EXISTING DOOR

APC-18'-0"

WATCHDESK

101

APC-1, ARMSTRONG FISSUREDSQUARE LAY-IN 756 OR

APPROVED EQUIVALENT

SPLIT SYSTEM INDOOR UNITCEILING CASSETTE, SEEM-DWGS

SEAL ALL PENETRATIONSTHROUGH NEW CEILING

GWB @ WINDOWPOCKET PERIMETER,PAINT TO MATCH EX

ADJ FINISH

ALIGN454-A1.1

NOTE: CEILING HEIGHTSINDICATED ARE FROM TOP OF

FINISH FLOOR


T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

54-A1.0

SCALE:

PARTIAL FIRST FLOOR REFLECTED CEILING PLAN

1/4"=1'-0"

3

54-A1.0

SCALE:

PROPOSED BASEMENT PLAN

1/4"=1'-0"

1

54-A1.0

SCALE:

PROPOSED FIRST FLOOR PLAN

1/4"=1'-0"

2

54-A1.0

GENERAL NOTESSEE S-DWGS FOR STRUCTURAL REPAIR INFORMATION




CODE INFORMATION :




USE GROUP:

2,353 SQ. FT.±1,978 SF2 STORIES W/ BASEMENTIIIB

CONCRETE / WOOD FRAMEDMASONRY / WOOD FRAMEDMASONRY

MIXED

KEYNOTES1. REMOVE EXISTING TOP HANDRAIL BRACKET & PATCH HOLE. PROVIDE NEW HANDRAIL

BRACKET @ TOP OF STAIRS TO MATCH EXISTING ADJACENT HANDRAIL BRACKETS.LOCATE NEW HANDRAIL BRACKET @ EXISTING STUD LOCATION. NEW HANDRAILBRACKET TO BE WITHIN 60" O.C. OF ADJACENT HANDRAIL BRACKET TO REMAIN. PAINTBRACKET TO MATCH EXISTING ADJACENT BRACKETS.

SYMBOLS LEGEND :


0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

NEW CONCRETEPAD, SEE 6/54-A1.1

NEW STLCOLUMN, SEE

S-DWGS

PROVIDE WALL MOUNTED1 1/2" DIA. GALV. PIPE

HANDRAIL

PROVIDE GALV. HANDRAILBRACKET @ 60" O.C. MAX.

354-A1.1

NEW 1x12 WD STAIR TREAD W/ ROUNDEDNOSING TO MATCH EXISTING TREADS

EX BRICK PIER

NEWGUARDRAILASSEMBLY

DN

BUNK ROOM202

BATHROOM205

COEDBATHROOM

207

HALL203

CL204

LANDING200

BUNK ROOM201

TV & WEIGHT ROOM208

STORAGE210

STORAGE209

STORAGE211

STORAGE210

1

EX BRICK PIER

3'-0"

1 1/2"

4"

WALL MOUNTED 1 1/2"DIA. GALV. PIPE HANDRAIL

W/ GALV. HANDRAILBRACKETS @ 60" O.C.

MAX. RETURN RAIL TOWALL @ TOP & BOTTOM

EX WD STAIRTREAD

EX WD STAIRSTRINGERS

EX WD STAIRSUPPORT

3/4" GALV. BAR PICKETS@ 4" O.C. MAX, WELDEDTO RAILS

1 1/2"

1 1/2" DIA. GALV.PIPE TOP RAIL

1 1/2" DIA. GALV. PIPESLOPED BOTTOM RAIL

ANCHOR RAILS TOEX BRICK PIER

APC-1 SUSPENDEDCEILING

SPLIT SYSTEMINDOOR UNIT CEILING

CASSETTE, SEEM-DWGS

±1'-0"

5/8" GWB, PTD. MOUNTEDTO DRYWALL GRID

EXISTING FINISH TOREMAIN

5/8" GWB, PTD. MOUNTEDTO DRYWALL GRID

EXISTING PIPES TOREMAIN

SEALANT

EXISTING SHELF TOREMAIN

EXISTING CEILING TOREMAIN

EXISTING SOFFIT TOREMAIN

REMOVE EXISTING GLAZINGAT TOP SASH & REPLACE W/AC-4200 INFILL PANEL SEALEDINTO GLAZING POCKET

'F' MOLDING

SEAL AROUND PENETRATIONS

3" THICK MINERAL WOOL BATTINSULATIONMTL ANGLES ATTACHED TO EXWINDOW SASH, SEE 7/54-A1.1

554-A1.1

PIPE HANGERS BY MCPIPE HANGERS BYMC

UNISTRUT DUCTSUPPORT BY MC

UNISTRUT DUCTSUPPORT BY MC

WATCH DESK FLOOR+0'-6"

2" WIDE (18GA)METAL STRAPS

BATT PINS @SHEET METAL

STRAPS

MTL ANGLESATTACHED TO EX

WINDOW SASH

24" WIDE BATTS

SEAL AROUND PIPEPENETRATIONSEAL AROUNDDUCT PENETRATIONWALL CAP BEYOND

#3 @ 12" DWLSADHESIVE ANCHOR(3 1/2" EMBED)

EXISTING SLAB ON GRADE

ROUGHEN SURFACE TO 1/4"DEPTH. CLEAN & APPLY EPOXY

BONDING COMPOUND PRIORTO PLACING NEW CONCRETE

1 1/2"CLR, TYP.

WWF 6x6-W2.1xW2.1

EQ

EQ

NEW CONCRETE PAD, MATCHWIDTH OF EX STAIR TREADS.

HEIGHT TO MATCH EX BOTTOMRISER HEIGHT

TRIM EXISTINGSTRINGERS & BOLT TONEW BLOCKING

2X4 PT WD BLOCKINGBETWEEN STRINGERS,

ANCHOR TO CONCRETE PAD

MTL ANGLESATTACHED TO EX

WINDOW SASH

BATT INSULATION

EX WINDOWSASH

SCALE:

PROPOSED SECOND FLOOR PLAN

1/4"=1'-0"

1

54-A1.1


T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

54-A1.1

SCALE:

BASEMENT STAIR ELEVATION

1/2"=1'-0"

2

54-A1.1

SCALE:

GUARDRAIL DETAIL

1/2"=1'-0"

3

54-A1.1 SCALE:

SECTION THROUGH WATCH DESK

1/2"=1'-0"

4

54-A1.1 SCALE:

WINDOW ELEVATION

1/2"=1'-0"

5

54-A1.1

SCALE:

BASEMENT STAIR PAD DETAIL

1"=1'-0"

6

54-A1.1

GENERAL NOTESSEE S-DWGS FOR STRUCTURAL REPAIR INFORMATION


KEYNOTES1. REMOVE EXISTING TOP HANDRAIL BRACKET & PATCH HOLE. PROVIDE NEW HANDRAIL

BRACKET @ TOP OF STAIRS TO MATCH EXISTING ADJACENT HANDRAIL BRACKETS.LOCATE NEW HANDRAIL BRACKET @ EXISTING STUD LOCATION. NEW HANDRAILBRACKET TO BE WITHIN 60" O.C. OF ADJACENT HANDRAIL BRACKET TO REMAIN. PAINTBRACKET TO MATCH EXISTING ADJACENT BRACKETS.

SYMBOLS LEGEND :


SCALE:

WINDOW INSULATION DETAIL

3"=1'-0"

7

54-A1.1

0 2' 4' 8'

0 1/2' 1' 2'

0 1' 2' 4'

0 1' 2' 4' 0 1' 2' 4' 0 1' 2' 4'

0 3" 6" 9"

1

UP B

C

A

D

EXISTING PUMP& CONC. PAD TOREMAINEXISTING

BOILER & CONC.PAD TO REMAIN

EXISTING WASHING MACHINE TOREMAIN, COORD. TEMPORARYREMOVAL W/ DPP

PAINT NEW STRUCTURALWORK ABOVE TO MATCH

EXIST. ADJ.

EXISTING BEAMABOVE, TYP.

N.I.C.

1 2

A

D

DN

361-A1.0

461-A1.0

APPARATUSROOM

1001

1

1

2

2

21ALIGN

3"

3"

POST BELOW,TYP.

EQEQ

EQ

3

N.I.C.

3'-6"

EXIST. 2" GLAZED TILE

2" GLAZED CMU

EXIST. BRICKEXIST. CONC. SLAB

1 1/2" SCHEDULE 40GALVANIZED TOP RAIL

4" GLAZED CMU W/BULLNOSE EDGES

MORTARED TOGETHER

SCRATCH COATMORTAR SETTING BED

1 1/2" SCHEDULE 40GALVANIZED BOTTOM RAIL

CUT TILE BACKCUT TERRAZZO BACK &CAULK W/ TWO COMPONENTPOLYURETHANE CAULK

1 1/2" SCHEDULE 40GALVANIZED POST, SET INTO

CORED GLAZED CMU

SEE S-DWGS

3/4" GALV. BAR PICKETS @ 4"O.C. MAX, WELDED TO RAILS

4" MAX.

AREA OFWORK

RISI

NG S

UN A

VENU

E

EAST SOMERVILLE AVENUE

CUT TILE BACKCUT TERRAZZO BACK &CAULK W/ TWO COMPONENTPOLYURETHANE CAULK

SEE S-DWGS

'J' MOLDING

2" GLAZED CMU

2 1/2" MTL STUDS5/8" TILE BACKER BOARD

1 1/2" SCHEDULE 40GALVANIZED TOP RAIL

4" GLAZED CMU W/BULLNOSE EDGES

MORTARED TOGETHER

SCRATCH COATMORTAR SETTING BED

1 1/2" SCHEDULE 40GALVANIZED BOTTOM RAIL

1 1/2" SCHEDULE 40GALVANIZED POST, SET INTO

CORED GLAZED CMUSAWCUT DAMAGED TILES& INFILL W/ GLAZED CMUTO MATCH EXIST. ADJ.

ALIGN HORIZONTALJOINTS

STL BEAM, SEES-DWGS

INFILL W/ GLAZED CMU TOMATCH EXIST. ADJ.

4" MAX.

3/4" GALV. BAR PICKETS @ 4"O.C. MAX, WELDED TO RAILS

SCALE:

PARTIAL PROPOSED FIRST FLOOR PLAN

1/4"=1'-0"

2

61-A1.0


T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

61-A1.0



CODE INFORMATION :




USE GROUP:

3,613 SF±1,377 SF1 STORY W/ BASEMENTIIB

CONCRETEMASONRYMASONRY / STEEL

MIXED

SCALE:

PARTIAL PROPOSED BASEMENT PLAN

1/4"=1'-0"

1

61-A1.0

SCALE:

RAILING DETAIL

1"=1'-0"

3

61-A1.0 SCALE:

KEYPLAN

N.T.S.

5

61-A1.0SCALE:

RAILING DETAIL

1"=1'-0"

4

61-A1.0

KEYNOTES

1. REMOVE DAMAGED TERRAZZO BACK TO SOUND MATERIAL ANDPATCH W/ 2 PART EPOXY RESIN W/ AGGREGATE TO MATCHEXISTING ADJACENT TERRAZZO.

2. ROUTE OUT EXISTING CRACK AND PATCH W/ 2 PART EPOXY RESINW/ AGGREGATE TO MATCH EXISTING ADJACENT TERRAZZO.

3. REMOVE EXISTING TEMPORARY RAILING

GENERAL NOTES



NEW GLAZED CMU TO MATCH EXISTING ADJACENT SIZE, FINISH, &INSTALL PATTERN

SYMBOLS LEGEND :


0 2' 4' 8' 0 2' 4' 8'

0 1/2' 1' 2' 0 1/2' 1' 2'

UPNEW FLOOR

DRAIN ABOVE,CONNECT TO

EX DRAIN LINE,SEE P-DWGS

NEW FLOORDRAIN ABOVE,CONNECT TOEXIST. DRAIN

LINE, SEEP-DWGS

EXIST. FLOORDRAIN ABOVE

264-A1.1

164-A1.1

PAINT NEW STRUCTURALWORK ABOVE TO MATCH

EXIST. ADJ.

NEW STL COLUMN& FOOTING, SEES-DWGS

364-A1.1

N.I.C.

AREA OFWORK

RISING SUN AVENUE

164-A1.1

PROVIDE TOPPING SLAB@ HATCHED AREA, SLOPETO DRAINS

464-A1.1

564-A1.1

1

2

3

1:48 SLOPE1:48 SLOPE

4

5

564-A1.1

DN

UP

UP

APPARATUSROOM

100

RESTROOM101

WATCHDESK

102

STORAGE103

6

7

7

8

1:48 SLOPE

1:48 SLOPE

1:48 SLOPE

1:48 SLOPE1:48 SLOPE

SLOPE

9

9

664-A1.1

264-A1.1

364-A1.1

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

EXISTING SOFT JOINT INEXISTING SLAB & NEWSLOPE START POINT

EXIST.EXPANSIONJOINT @ EDGEOF EXIST.TOPPING SLAB

EXIST. JOINT

EXIST.SAWCUTJOINT


T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

64-A1.0



CODE INFORMATION :


BUILDING FOOTPRINT:RENOVATION AREA:NUMBER OF STORIES:

CONSTRUCTION TYPE:


USE GROUP:

4,348 SF±1,080 SF2 STORIES W/ BASEMENT &UNOCCUPIED ATTICIIIA

CONCRETE / WOOD FRAMEDMASONRYN/A

MIXED

SCALE:

PARTIAL PROPOSED BASEMENT PLAN

1/4"=1'-0"

1

64-A1.0

SCALE:

KEYPLAN

N.T.S.

3

64-A1.0

KEYNOTES

1. NEW RF-2 SAFETY YELLOW BACK-UP LINE @ EXISTING LINELOCATION. VERIFY EXISTING LOCATIONS & DIMENSIONS IN FIELDPRIOR TO NEW WORK. MATCH EXISTING WIDTH & LENGTH.COORDINATE & CONFIRM W/ PROJECT MANAGER & PFD.

2. TEMPORARILY REMOVE EXISTING RADIATOR FOR NEW FLOORSLAB WORK. PERFORM WORK/ COORDINATE SCHEDULE AROUNDHEATING SEASON. SEE P-DWGS

3. EXISTING PLUMBING STACK TO REMAIN

4. EXISTING FLOOR DRAIN TO REMAIN

5. NEW CONCRETE THRESHOLD, SEE 4/64-A1.0

6. NEW RF-1 OVER ENTIRE APPARATUS ROOM FLOOR

7. REMOVE EXISTING DRIP PAN

8. CLEAN RUST OFF BOTTOM RISER & STRINGER PRIOR TO FLOORINSTALLATION

9. NEW FLOOR DRAIN, SEE P-DWGS

GENERAL NOTES



SCALE:

PARTIAL PROPOSED FIRST FLOOR PLAN

1/4"=1'-0"

2

64-A1.0

SYMBOLS LEGEND :


0 2' 4' 8' 0 2' 4' 8'

1/4" M

IN.

MIN. SLOPE 1/4" PER FOOT TO EXISTING DRAIN

3/4"MIRAPATCH RM1 CONCRETE

REPAIR MORTAR EXISTING CONCRETE SLAB

EXISTINGFLOOR DRAIN

CHIP OUT AS NECESSARY TOPROVIDE MIN. 1/4" THICKNESSFOR REPAIR MORTAR

MIN. SLOPE 1/4"PER FOOT TO

EXISTING DRAINALIGN NEW SAWCUT EXPANSION JOINT W/EXISTING JOINT BELOW. FILL W/ BACKER ROD& SEALANT

EXISTING EXPANSION JOINT, RAKE OUT EXISTING BACKER ROD & SEALANT, MECHANICALLY CLEANJOINT & PRIME. SET NEW BACKER ROD TO ALLOW FOR A JOINT THAT IS HALF THE THICKNESS OFTHE JOINT WIDTH. APPLY MIRAFLOR MC-5 SEALANT. TYPICAL @ ALL EXISTING EXPANSION JOINTS

EXISTING STRUCTURALCONCRETE SLAB

EXISTING CONCRETETOPPING SLAB W/ WELDEDWIRE FABRIC

RAKE OUT EXISTING BACKER ROD &SEALANT, MECHANICALLY CLEAN JOINT &PRIME. FILL W/ BACKER ROD & SEALANT

EXISTING STL POURSTOP, SEE S-DWGSEXISTING WATERPROOFING MEMBRANE

RAKE OUT EXISTING BACKER ROD & SEALANT,MECHANICALLY CLEAN JOINT & PRIME. SET NEWBACKER ROD TO ALLOW FOR A JOINT THAT ISHALF THE THICKNESS OF THE JOINT WIDTH.APPLY MIRAFLOR MC-5 SEALANT

9" CHIP OUT AS NECESSARY TO PROVIDE MIN.1/4" THICKNESS FOR REPAIR MORTAR

SLOPE 1/4" PER FOOT

3/4"

1/4" M

IN.

CHIP OUT AS NECESSARY TOPROVIDE MIN. THICKNESSFOR TOPPING SLABEXISTING

CONCRETEDRIVEWAY

SEALANT

EXISTING FLOORLEVEL, CHIP OUT AS

NECESSARY TOSLOPE TO NEW DRAIN

NEW FLOOR DRAIN

SLOPE 1/4"PER FOOT

SLOPE 1/4"PER FOOT

NEW DRAIN LINE THROUGHINFILL @ ARCHED OPENING

DOUBLE COREEXISTING SLABS AS

REQ'D FOR NEW DRAIN

GROUT

WATERPROOFINGMASTIC, EXTENDINTO CLAMP, TYP. 3/4

"TOPPING SLABEXISTING CONCRETE SLAB EXISTING CONCRETE SLAB

CHIP OUT AS NECESSARY TOPROVIDE MIN. THICKNESSFOR TOPPING SLAB

SLOPE TO NEW DRAIN

9" *

ALIGN NEW SAWCUT EXPANSION JOINT W/ EXISTINGJOINT BELOW. FILL W/ BACKER ROD & SEALANTEXISTING EXPANSION JOINT, RAKE OUT EXISTING BACKER ROD & SEALANT,MECHANICALLY CLEAN JOINT & PRIME. SET NEW BACKER ROD TO ALLOWFOR A JOINT THAT IS HALF THE THICKNESS OF THE JOINT WIDTH. APPLYMIRAFLOR MC-5 SEALANT. TYPICAL @ ALL EXISTING EXPANSION JOINTS

* AS REQ'D TO PROVIDE1:12 SLOPE

EXISTING SOFT JOINT INCONCRETE SLAB & NEWSLOPE STARTING POINT.RAKE OUT JOINT & PROVIDENEW SEALANT

REMOVE LOOSE CONCRETE BACK TO SOUNDMATERIAL & CHIP OUT AS NECESSARY TO PROVIDE

MIN. 1/4" THICKNESS FOR REPAIR MORTAREXISTING METAL THRESHOLD,REMOVE & RESET AS REQ'DFOR CONCRETE REPAIR

EXISTING CONCRETE SLAB

EXISTING WALL

EXISTING CONCRETE LANDING


RAKE OUT EXISTING BACKER ROD & SEALANT,MECHANICALLY CLEAN JOINT & PRIME. SET NEW

BACKER ROD TO ALLOW FOR A JOINT THAT ISHALF THE THICKNESS OF THE JOINT WIDTH.

APPLY MIRAFLOR MC-5 SEALANT

EXISTING DOOR JAMB

1/4"

1/4" 1/2"

3/4"

ALIGN W/ EDGE OFEXISTING DOOR JAMB

MIRAPATCH RM1 CONCRETE REPAIR MORTAR

RAKE OUT EXISTING BACKER ROD & SEALANT,MECHANICALLY CLEAN JOINT & PRIME. SET NEW BACKERROD TO ALLOW FOR A JOINT THAT IS HALF THE THICKNESSOF THE JOINT WIDTH. APPLY MIRAFLOR MC-5 SEALANT

ALIGN NEW SAWCUT EXPANSION JOINT W/ EXISTINGJOINT BELOW. FILL W/ BACKER ROD & SEALANT

EXISTING DOOR

1:48 SLOPE9'-4" 9'-4"

EQ EQ EQ EQ

1:48 SLOPE1:48 SLOPE 1:48 SLOPE1:48 SLOPE SLOPE TO DRAIN

APPARATUS ROOMSTORAGE

ROOM

1/4"

EXISTING FLOOR DRAIN

CHIP OUT AS NECESSARY TOPROVIDE MIN. THICKNESSFOR TOPPING SLAB

SLOPE 1/4"PER FOOT

SLOPE 1/4"PER FOOT

CONNECT TOEXIST. DRAIN,SEE P-DWGS

EXISTING FLOOR LEVEL, CHIP OUTAS NECESSARY TO SLOPE TO NEWDRAIN

NEWFLOORDRAIN

SLOPE 1/4"PER FOOT

SLOPE TONEW DRAIN

DOUBLE COREEXISTING SLABS AS

REQ'D FOR NEW DRAIN

GROUTWATERPROOFINGMASTIC, EXTEND

INTO CLAMP, TYP.

CONNECT TOEXIST. DRAIN,SEE P-DWGS

EXIST. STRINGER, REMOVE RUST &RE-PAINT TO MATCH EXIST. ADJ.

REMOVE EXIST. CLOSURE PANEL &REPLACE W/ NEW 3/16" THK.DIAMOND PLATE ALUMINUMCLOSURE PANEL. FASTEN W/ WAFERPHILLIPS SELF DRILLING & TAPPINGSCREWS TO EXIST. CHANNEL

EXIST. CHANNEL TO REMAIN

EXIST. CHANNEL TOREMAIN, REMOVE RUST

BACKER ROD & SEALANT

ALIGN NEW SAWCUT EXPANSIONJOINT W/ EXISTING JOINT BELOW.FILL W/ BACKER ROD & SEALANT


EXIST. LANDING TO REMAIN

EXIST. CONCRETE SLAB


T e l 6 1 0 . 2 7 2 . 4 8 0 9 w w w . s d a r c . c o m

64-A1.1

SCALE:

SECTION THROUGH TOPPING SLAB

1"=1'-0"

1

64-A1.1

SCALE:


1"=1'-0"

3

64-A1.1

SCALE:

SECTION @ SIDE DOOR THRESHOLD

1"=1'-0"

4

64-A1.1

SCALE:

SECTION @ STAIR DOOR

3"=1'-0"

5

64-A1.1

SCALE:


1/4"=1'-0"

2

64-A1.1

SCALE:

SECTION @ STAIR

1 1/2"=1'-0"

6

64-A1.1

0 1/2' 1' 2' 0 2' 4' 8'

0 1/2' 1' 2'

0 1/2' 1' 2'

0 3" 6" 9" 0 1/2' 1' 1 1/2'

ENGINES 43, 54, 61, 64 STRUCTURAL IMPROVEMENTS


Project Budget

$572,944.00

*Funding Sources are labeled as City Capital Budget funding FY 22 requests.

permit(s).

Page 1 of 2

Job Number: (for office use only)

(PERMIT TYPE PREFIX – YEAR – NUMBER)

***DO NOT MAIL THIS APPLICATION***

P_001_F

Application for Construction Permit Use this application to obtain permits for a residential or commercial construction proposal.

Mechanical / Fuel Gas, Electrical, Plumbing, and Fire Suppression trade details are found on .

New Construction Addition and/or Alteration Shell (No Fit Out) – Option for Commercial Permits Only

Single-Family Two-Family Other, please describe:

Address the locati on of work for the

If the activity will take place in a specific building, tenant space, floor level, or suite, note that detail in the ‘Specific Location’ field. If applicable, list PR #.

1 Parcel Address

Specific Location

2

Name Company

Address

Email Phone

I am the: Property Owner Tenant Equitable Owner Licensed Professional or Tradesperson

Property OwnerIdentify the deeded property owner. If there was a recent change of ownership, documentation such as a deed or settlement sheet will be required.

3 Name

Address

responsible. 4

2

Name Firm

Project ScopeUse this section to provide project details; all fields are mandatory. (a) Choose the proposed occupancyof the entire building. If not one- or two-family, provide a description ofgroup(s) per code.

(b) Identify if the project will be new construction, an addition, or interior/exterior alterations.

(c) List the site area that will bedisturbed by construction, if any.Enter ‘zero’ if no disturbance.

(d) Note the new floor area created,including basements, cellars, and occupiable roofs. Where existing areas will be altered, list those areas separately.

(e) State the number of new oraffected stories.

(f) Provide a detailed description of the work proposed.

(g) Select all conditions that apply to this project (if any).

Applicant

5

(a) Occupancy

(b) Scope of Work

(d) Building Floor AreasNew Floor Area (Sq. Ft.) Existing Altered Area (Sq. Ft.)

(e) Number of Stories

Identify how you are associated with the property. Licensed professionals include design professionals, attorneys, and expediters. A tradesperson must have an active Philadelphia license for their trade or hold a PA Home Improvement Contractor Registration.

Email Phone

Design Professional in Responsible ChargeIdentify the P - licensed design

PA License #

Email Phone

Phila. Commercial Activity License #

(f) Description of Work

(c) Earth Disturbance

Area of Earth Disturbance (Sq. Ft.)

(g) Project Conditions Project Impacts Street/Right-of-Way New High Rise Green Roof Included

Modular Construction Façade Work Initial Fit Out of Newly Constructed Space

Check box if this application is part of a project and provide project number: PR- 2 0 -

Check box if new owner is being listed

420 DeKalb St. Norristown PA 19401

[email protected] | [email protected] 6 1 0 2 7 2 4 8 0 9

1400 John F Kennedy Blvd 7th Floor City Hall Philadelphia PA 19107

[email protected] 2 1 5 6 8 3 3 6 5 6

[email protected] 6 1 0 2 7 2 4 8 0 9

Fire Station

2 stories with basement

Apparatus floor slab structural repairs, the addition of (3) new floor drains, and new epoxy

floor coating at the apparatus floor.

2108-14 Market Street, Philadelphia PA 19103

Douglas Seiler Seiler + Drury Architecture✔

City of Phila, Fire Station

Douglas Seiler Seiler + Drury Architecture

RA0110288X 122145

✔

✔

0

0 5225

Page 2 of 2




P_001_F

RP or CP- 2 0 -

Building Mechanical & Fuel Gas Electrical Plumbing Fire Suppression

6

(a) Select all disciplines of workfor which permits are beingrequested. If ‘Building’ is notrequested, provide the numberof the associated permit thatwas previously issued (whereapplicable). If a Zoning Permitwas issued for this work, providethe related permit number.

(b) Identify the generalcontractor and estimated cost ofbuilding construction.

(c) Identify the mechanical contractor, estimated cost of mechanical work, equipmenttype, and quantity as:

Number of registers/diffusers (separate new/relocated) Number of appliancesNumber of Type I /Type II kitchen hoods

Where fuel gas work is included, note the estimated cost of fuel gas work.

(d) Identify the licensedelectrical contractor, estimated cost of electrical work, and a registered third-party electrical inspection agency.

(e) Identify the registered masterplumber, estimated cost of plumbing work, number offixtures, and check location ofwork as:

InteriorExterior Drainage and/or Water Distribution

(f) Identify the licensed firesuppression contractor,estimated cost of firesuppression work, and numberof devices:

Sprinkler Heads(separate new/relocated quantities) StandpipesFire PumpsStand-alone Backflow Prevention DevicesKitchen Extinguishing SystemsHydrants

*ROUGH-IN NOTICE: If you areseeking a rough-in permit, an application for plan review mustbe submitted already.

Name Cost of Building Work $

Project Details & Contractor Information (a) Check all that apply:

PhoneLicense Number

(b) General Building Construction Contractor Information

Note: Trades listed below are mandatory for all residential new construction jobs.

(c) Mechanical/Fuel Gas Work & Contractor Information

(d) Electrical Work & Contractor Information

(e) Plumbing Work & Contractor Information

(f) Fire Suppression Work & Contractor Information

Cost of Mechanical Work $

Cost of Plumbing Work $

Cost of Fire Supp. Work $

Number of Fixtures

Equipment Types:

Interior Work Exterior Building Drainage

Exterior Water Distribution; line size (in.)

Name

License Number

Name

License Number

Third-Party Inspection Agency Name

Name

License Number

Name

License Number

Declaration & Signature All provisions of the uilding ode and other City ordinances will be complied with, whether specified herein or not. Plans approved by the Department form a part of this application. I hereby certify that the statements contained herein are true and correct to the best of my knowledge and belief. I further certify that I am authorized by the owner to make the foregoing application, and that, before I accept my permit for which this application is made, the owner shall be made aware of all conditions of the permit. I understand that if I knowingly make any false statements herein I am subject to such penalties as may be prescribed by law or ordinance, inclusive of the penalties contained in 18 Pa. C.S. § 4904.

Applicant Signature:_____________________________________________________________ Date: __________ / __________ /___________________

Sprinkler Heads: Standpipes: Fire Pumps:

Phone

Phone

Phone

Phone

Cost of Electrical Work $

Provide the associated Zoning Permit number for this construction, if applicable: ZP- 2 0 -

Cost of Fuel Gas Work $

Equipment Detail & Quantities

Registers / Diffusers Appliances Hoods

Commercial Kitchen Systems: Backflow Devices: Hydrants:

6

New Installation Alteration *Rough-In



Check one:

e permit. I unI derstand that it fii IIII knoof the ee ee e e pepepepepeep nannn lties contaiaiaiaaiainnennn d ddddd innn 1111118 P

:________________ _____________________ 11 15 2021

✔ ✔ ✔

permit(s).

Page 1 of 2




P_001_F







1 Parcel Address

Specific Location

2

Name Company

Address

Email Phone



3 Name

Address

responsible. 4

2

Name Firm








Applicant

5

(a) Occupancy

(b) Scope of Work




Email Phone


PA License #

Email Phone












[email protected] 2 1 5 6 8 3 3 6 5 6

[email protected] 6 1 0 2 7 2 4 8 0 9

Fire Station

2 stories with basement

Apparatus floor slab structural repairs, a new ceiling and HVAC system for the watch desk area,

basement stair improvements, and new exit signs and emergency lights

1913 N 63rd Street, Philadelphia PA 19151




RA0110288X 122145

✔

✔

0

0 1978

Page 2 of 2




P_001_F

RP or CP- 2 0 -


6














PhoneLicense Number










Number of Fixtures

Equipment Types:



Name

License Number

Name

License Number


Name

License Number

Name

License Number




Phone

Phone

Phone

Phone







6




Check one:


:________________ _____________________ 11 15 2021

✔ ✔ ✔ ✔

permit(s).

Page 1 of 2




P_001_F







1 Parcel Address

Specific Location

2

Name Company

Address

Email Phone



3 Name

Address

responsible. 4

2

Name Firm








Applicant

5

(a) Occupancy

(b) Scope of Work




Email Phone


PA License #

Email Phone












[email protected] 2 1 5 6 8 3 3 6 5 6

[email protected] 6 1 0 2 7 2 4 8 0 9

Fire Station

1 story with basement

Apparatus floor slab structural repairs, apparatus floor terrazzo repairs,

and new guardrail

5334 Rising Sun Avenue, Philadelphia PA 19120




RA0110288X 122145

✔

✔

0

0 1377

Page 2 of 2




P_001_F

RP or CP- 2 0 -


6














PhoneLicense Number










Number of Fixtures

Equipment Types:



Name

License Number

Name

License Number


Name

License Number

Name

License Number




Phone

Phone

Phone

Phone







6




Check one:


:________________ _____________________ 11 15 2021

✔ ✔

permit(s).

Page 1 of 2




P_001_F







1 Parcel Address

Specific Location

2

Name Company

Address

Email Phone



3 Name

Address

responsible. 4

2

Name Firm








Applicant

5

(a) Occupancy

(b) Scope of Work




Email Phone


PA License #

Email Phone












[email protected] 2 1 5 6 8 3 3 6 5 6

[email protected] 6 1 0 2 7 2 4 8 0 9

Fire Station

2 stories with basement & attic

Apparatus floor slab structural repairs, installation of (2) new floor drains,

and new epoxy floor coating at apparatus floor

6100 Rising Sun Avenue, Philadelphia PA 19120




RA0110288X 122145

✔

✔

0

0 1080

Page 2 of 2




P_001_F

RP or CP- 2 0 -


6














PhoneLicense Number










Number of Fixtures

Equipment Types:



Name

License Number

Name

License Number


Name

License Number

Name

License Number




Phone

Phone

Phone

Phone







6




Check one:


:________________ _____________________ 11 15 2021

✔ ✔

COPIES DATE DESCRIPTION

1 11/16/2021

Cover Letter Existing Conditions Photographs Drawings Budget Building Permit Applications

REMARKS:

DATE: 11/16/2021

TO: The Philadelphia Art Commission 1515 Arch Street – 13th Floor Philadelphia, PA 19102

FROM: Douglas Seiler

CC: Concept & Final Approval Package

PROJECT NO: 2061

PROJECT TITLE: Engines 43, 54, 61, 64 Structural Improvements

☒ For your approval ☒ For your information ☒ For review and comment ☒ As requested

☒ Sent via: ☐ Priority ☐ Standard ☐ Two-Day ☐ Ground ☐ US Mail ☐ Hand delivery ☒ Email

Documents

Memorandum - phila.gov