BFD_FS3_-_Drawings_3_of_3_Final-compressed.pdf

PDF 6 MB Posted Oct 3, 2024

Attached to: Bloomington Fire Station 3 Renovation / Addition
Solicitation number: 2024-GEN-005
Issued by: Lake County, Indiana

About this file

Written by GovTribe AI · May 11, 2025

This is a comprehensive set of architectural, mechanical, electrical, and plumbing (MEP) design drawings for the Bloomington Fire Station 3 renovation and addition project, prepared by Martin Riley Architects + Engineers for the City of Bloomington. The drawings detail a comprehensive renovation and expansion of the existing fire station located at 810 Woodlawn Avenue, encompassing architectural site studies, roof plans, mechanical and electrical system layouts, plumbing diagrams, and detailed equipment schedules. The project involves a substantial upgrade to the facility, including modifications to the building's structural elements, roofing, HVAC systems, electrical infrastructure, and interior spaces to modernize the fire station's functionality and efficiency.

The design documents indicate a multi-phase approach to the renovation, with careful consideration of existing systems and infrastructure. The project includes the installation of new solar panels, upgraded mechanical equipment like a dedicated outdoor air system (DOAS), variable air volume (VAV) boxes, and exhaust fans, as well as comprehensive electrical system upgrades including new lighting, power distribution panels, and communication infrastructure. The drawings show provisions for specialized fire station requirements such as apparatus bay spaces, dormitory areas, training rooms, and support spaces. While specific budget details are not explicitly stated in the drawings, the comprehensive nature of the design suggests a significant capital investment in modernizing the city's fire protection infrastructure.

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Other files

File	Type	Posted
BFD_FS3_-_Bidding_Set_-_Front_End_Manual_1_of_2-compressed.pdf	PDF	Sep 30, 2024
BFD_FS3_-_Bidding_Set_-_Front_End_Manual_2_of_2.pdf	PDF	Sep 30, 2024
BFD_FS3_-_Drawings_1_of_3_Final-compressed.pdf	PDF	Sep 30, 2024
COB_FS3_Bid_Packet_FINAL.pdf	PDF	Sep 30, 2024
BFD_FS3_-_Drawings_2_of_3_Final.pdf	PDF	Sep 30, 2024

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TOPO CHANGE

PER SURVEY

KEF-1 MUA

6'- 1 7

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TOPO CHANGE

PER SURVEY

100' - 0"

92' - 1"

5'- 6"

FROM VIEW 2

VISION

DOAS-1

100' - 0"

94' - 1"

5'- 6"

TOPO CHANGE

PER SURVEY

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

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1/16" = 1'-0"-Architectural Site Study1 Directly South facing North

3 West facing North East

4 North Facing Southeast

NOTE THIS IS NOT THE

DOAS-1. THIS IS THE HOSE

TOWER BEYOND

2 Street Corner

A2011

A201

D.S.

S.I.S.

DEMO

DEMO DEMO

DEMO

ANTENNA

DEMO

GUTTER

ELECTRICAL

LINES

TYP

ANTENNA

G U

GUTTER

PP DEMO

GUTTER GUTTER

GUTTER

G U

R G

E R G U

R G

E R

G U

1BASE WORK R-1

2BASE WORK R-1

6BASE WORK R-1

5BASE WORK R-1

3BASE WORK R-1

DEMO

1/4" / 12"1/4" / 12"

1/ 4"

1/4" / 12"

R205

R202

R204

1/ 2"

1/ 4"

24'-0"

R204

D.S.

R205

R204

R201

38'-0"

'-2

'-0

60'-8"

'-0

10'-8"

'-5

G U

D.S.

METAL COPING

LIMESTONE COPING

E S

E C

O P

M E

C O

D.S.D.S.

D.S.

TYP

R204

R205

SIM

TYP

FACSIA

R203

SIM

R203

LOW HIGH

R204

R203

LOWHIGH

R203

R202

HIGH

LOW

SIM

TYP

'-0

R101

27'-2"

R201

1/4" / 12" 1/4" / 12"

R201

TAPERTAPER

1/ 4"

E R

METAL COPING

1/4" : 12"

S.I.S.

1/4" : 12"

TAPER

TAPERTAPER

R201

6 6

DOAS-1

EF-1

MUA

EF-3

EF-5

MNS-1

KEF-1

R101

TAPER

E R

1/ 2"

:1 2"

1/ 2"

:1 2"

1/ 2"

:1 2"

1/ 2"

:1 2"

E R

D.S.

D.S.D.S.

D.S.

GEJ

E R

TAPERTAPER

SOLAR PANEL PERIMETER TYP

SOLAR PANEL PERIMETER TYPSOLAR PANEL PERIMETER TYP

SOLAR PANEL PERIMETER TYP

1/2" / 12"

'-1

16'-6" 21'-1"

'-6

GEJ

RIDGE

G E

HIGH

LOW

R201

SIM

GEJ

WOOD NAILERS ARE TO BE INSTALLED IN ACCORDANCE WITH ANSI-

SPRI ES1 2011. APPROPRIATE WIND LOAD SAFETY FACTORS ARE

TO BE USED BASED ON THE TABLE BELOW

WIND LOAD SAFETY FACTORS

WOOD

MASONRY

STEEL

4.5

3.0

1.9

ROOF PRESSURES

EDGE METAL PRESSURES

ROOF FIELD -31.06 POUNDS PER SQUARE FOOT

ROOF PERIMETER -52.12 POUNDS PER SQUARE FOOT

ROOF CORNERS -78.44 POUNDS PER SQUARE FOOT

VERTICAL PERIMETER PRESSURE 66.07 POUNDS PER SQUARE FOOT

VERTICAL CORNER PRESSURE 99.50 POUNDS PER SQUARE FOOT

HORIZONTAL PERIMETER PRESSURE 38.15 POUNDS PER SQUARE FOOT

HORIZONTAL CORNER PRESSURE 47.59 POUNDS PER SQUARE FOOT

ANSI SPRI ES-1 2011

ASCE 7-10

1 FLASHING: THERMOPLASTIC POLYOLEFIN (TPO)

SURFACE: RIVER ROCK BALLAST

MEMBRANE: THERMOPLASTIC POLYOLEFIN (TPO) LOSE LAID

INSULATION: 1/2" HIGH DENSITY COVER BOARD (LOSE LAID) OVER

3/4" TAPERED POLYISOCYANURATE (LOSE LAID) OVER

REMNANTS OF ASPHALT ADHEARED BUILT-UP ROOF

VAPOR RETARDER: N/A

DECK: DOX PLANK

2 FLASHING: THERMOPLASTIC POLYOLEFIN (TPO)

SURFACE: SMOOTH

MEMBRANE: THERMOPLASTIC POLYOLEFIN (TPO) ADHEASIVLY ADHEARED

INSULATION: 2 1/2" TAPERED POLYISOCYANURATE (LOSE LAID) OVER

2 1/2"TAPERED EXTRUDED POLYSTYRENE (LOSE LAID) OVER

2 1/2" FLATSTOCK POLYISOCYANURATE (LOSE LAID)

VAPOR RETARDER: N/A

DECK: 1.5" TYPE "A" METAL DECK

4 FLASHING: THERMOPLASTIC POLYOLEFIN (TPO)

SURFACE: RIVER ROCK BALLAST

MEMBRANE: THERMOPLASTIC POLYOLEFIN (TPO) LOSE LAID

INSULATION: 1/2" HIGH DENSITY COVER BOARD (LOSE LAID) OVER

TAPERED POLYISOCYANURATE (LOSE LAID) OVER

REMNANTS OF 3PLY ASPHALT ADHEARED BUILT-UP ROOF

VAPOR RETARDER: N/A

DECK: CAST IN PLACE CONCRETE DECK

4'-0"

8'-0"

12" M

12" MIN

4'-0"

12" MIN

12" M

STAGGER M

ULTIPLE LAYERS

OF BOTH BASE INSULATION

AND COVER BOARD

STAGGER M

ULTIPLE LAYERS

OF BOTH BASE INSULATION

AND COVER BOARD

NOTE: GAPS BETWEEN ADJACENT INSULATION

BOARDS IN EXCESS OF 1/8" NOT PERMITTED. ALL

ADJACENT BOARD JOINTS MUST BE TIGHT

THROUGHOUT ENTIRE INSULATION SYSTEM. IN AREAS

WHERE GAPPING OCCURS (I.E. CUT INSULATION)

GAPS MUST BE FILLED WITH CUT INSULATION OF THE

SAME TYPE OR EXPANDABLE FOAMS

1/4" : 12"

TAPER

1/ 4"

P E

RR 2' - 6"

G U

GUTTER

R202

SIM

D.S.

'-7

18'-10"

R203

SIM

R202

2' -4

R203

SINGLE PLY ROOF

MEMBRANE

TERMINATE AT PENETRATION

MECHANICAL SCREEN,

INSTALL PER MFG'S

RECOMMENDATIONS

MECHANICAL SCREEN LOUVER

COLUMN/ANGLE,

REFER TO STRUCTURAL

METAL ROOF DECK,

REFER TO STRUCTURAL.

4" RIGID INSULATION, MIN

R-20.

1/4 : 12 TAPERED

INSULATION.

LAP SEALANT

NEW FIELD WRAP FLASHINGN

R T

H S

C R

E E

N H

H T

S O

U T

H S

C R

E E

N H

H T

8" M

11" 30'-4"

'-8

14'-4"

DOAS-1

EF-5

N E

W C

M U

W A

NEW SEPARATION CURB REFER TO DETAIL/PLAN

R101

'-4

-6

25'-0"±19'-0"

EXG APPARATUS BAY EXTERIOR WALL FINISH FACE

KEF-1

MUA

TO EXTERIOR FACE OF EXISTING WALL 8

R101

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 3:

C :\U se rs

\a pr ic e\

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ASP MWH

F23116 2024-09-16

R101

ROOF PLAN

N . W oo dl aw n

A ve

B lo om in gt on

, I N

B lo om in gt on

F D

S ta tio n

F lo om in gt on F

D S ta tio n

S D

/D D

/C D

N O R T H

1/8" = 1'-0"2Roof Plan

N.T.S5 Design Uplift Pressures

N.T.S.4 Existing Conditions

N.T.S.3 Insulation Overlap

Plan Work Description Notes R101

1 REMOVE EXISTING (EXG) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING,

INSULATION, FLASHING (FLG), AND STRIPPINGS. INSPECT EXG METAL DECK FOR

DAMAGE OR DETERIORATION AND REPORT CONDITIONS TO ARCHITECT, AREA <2> -

SEE EXISTING CONDITIONS 4/R101

2 REMOVE EXISTING (EXG) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING & BUILT UP

(BUR) ROOFING, INSULATION, FLASHING (FLG), AND STRIPPINGS. INSPECT EXG DOX

PLANK DECK FOR DAMAGE OR DETERIORATION AND REPORT CONDITIONS TO

ARCHITECT, AREA <1> - SEE EXISTING CONDITIONS 4/R101

3 REMOVE EXISTING (EXG) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING & BUILT UP

(BUR) ROOFING, INSULATION, FLASHING (FLG), AND STRIPPINGS. INSPECT EXG

CAST IN PLACE CONCRETE DECK FOR DAMAGE OR DETERIORATION AND REPORT

CONDITIONS TO ARCHITECT, AREA <4> - SEE EXISTING CONDITIONS 4/R101

4 EXISTING ROOF TOP EQUIPMENT, PIPING, ETC... TO BE DEMOLISHED (DEMO) - SEE

MECHANICAL/PLUMBING/ELECTRICAL DEMO SHEETS

5 REMOVE EXG GUTTER AND DOWNSPOUTS (DS). PROVIDE NEW 24 GA PREFINISHED

GI CONTINUOUS GUTTER (4.5" x 6") AND NEW 24 GA PREFINISHED GI DOWNSPOUTS (4" x 4"). PROVIDE NEW GUTTER EXPANSION JOINT (GEJ) AS LOCATED ON ROOF

PLAN. PROVIDE NEW CONCRETE SPLASH BLOCK (SB) WITH SLIP SHEET, AREAS <1>

& <2> - SEE DETAILS 1/R204 & 4/R204

6 PROVIDE NEW 24 GA PREFINISHED GI CONTINUOUS GUTTER (4.5" x 6") AND NEW 24 GA PREFINISHED GI DOWNSPOUTS (4" x 4"). PROVIDE NEW GUTTER EXPANSION

JOINT (GEJ) AS LOCATED ON ROOF PLAN. PROVIDE NEW CONCRETE SPLASH BLOCK

(SB) WITH SLIP SHEET, AREAS <3>, <5>, <6> - SEE DETAILS 2/R201, 4/R202, AND

4/R205

7 PROVIDE NEW 24 GA PREFINISHED GI CONTINUOUS GUTTER (11.5" x 6.625") AND NEW 24 GA PREFINISHED GI DOWNSPOUTS (4" x 4"). PROVIDE NEW GUTTER

EXPANSION JOINT (GEJ) AS LOCATED ON ROOF PLAN. PROVIDE NEW CONCRETE

SPLASH BLOCK (SB) WITH SLIP SHEET, AREAS <7> - SEE DETAILS 1/R202, 3/R202

8 EXG ANTENNAS TO BE REMOVED AND SALVAGED TO ALLOW FOR ROOF

INSTALLATION, ANTENNAS TO BE RETURNED TO OWNER OR DEMOLISHED AT

OWNER'S DISCRETION, AREA <4>

9 REMOVE EXG METAL FASCIA AND ALL ACCESSORIES IN THEIR ENTIRETY. PROVIDE

NEW PREFINISHED GI FASCIA WITH CONTINUOUS GI FASCIA CLIP, AREAS <1> & <4> -

SEE DETAIL 3/R203 & 2/R204

10 EXISTING ELECTRICAL POWER LINE TO MOVE. COORDINATE WITH LOCAL POWER

COMPANY PROPER SEPARATION OF POWER LINE FROM PROPOSED SCOPE OF

WORK NOTED WITHIN THESE CONSTRUCTION DOCUMENTS. PROVIDE PROPER

PROTECTION AND COORDINATION TO COMPLETE NOTED WORK, AREAS <2>

11 PROVIDE NEW 1/2:12 TAPERED INSULATION SADDLES WITH 6" TAPERED EDGE

STRIP, AREA <2>

12 PROVIDE NEW (1) BASE LAYER ADHESIVELY ADHERED 2" RIGID INSULATION, NEW

ADHESIVELY ADHERED 1/4":12" TAPERED RIGID INSULATION (4" START THICKNESS

INCLUDING 2" BASE LAYER) (AVG R=29.76), NEW ADHESIVELY ADHERED FLEXIBLE

SHEET ROOFING (IPA-FSR), AREAS <1> & <4>

13 PROVIDE NEW (2) LAYERS MECHANICALLY ATTACHED 2" RIGID INSULATION AND

NEW ADHESIVELY ADHERED FLEXIBLE SHEET ROOFING (IPA-FSR), AREAS <5> & <6>

14 PROVIDE NEW ADHESIVELY ADHERED (1) BASE LAYER 1 1/2" RIGID INSULATION AND

(1) ROW ADHESIVELY ADHERED 1/2:12 TAPER INSULATION THAT TAPERS 1/2" AT THE

EAVE TO 2 1/2" OVER A 4' DISTANCE, AREA <1>

15 PROVIDE NEW (1) BASE LAYER OF 2" RIGID INSULATION, NEW MECHANICALLY

ATTACHED 1/4":12" TAPERED RIGID INSULATION (4" START THICKNESS INCLUDING 2"

BASE LAYER) (AVG R=35.17) AND NEW ADHESIVELY ADHERED FLEXIBLE SHEET

ROOFING (IPA-FSR), AREA <2>

16 PROVIDE NEW MECHANICALLY ATTACHED 1/4":12" RIGID INSULATION (2.5" START

THICKNESS) (AVG R=22.32) AND NEW ADHESIVELY ADHERED FLEXIABLE SHEET

ROOFING (IPA-FSR), AREA, <7>

17 PROVIDE NEW FLEXIBLE SHEET ROOFING (FSR) FLASHINGS AND STRIPPINGS,

AREAS <1>, <2>, <3>, <4>, <5>, <6>, AND <7>

18 NEW AREA SPERATION CURB GENERATED BY EXTENDING 8" CMU WALL UP 24"

ABOVE FINISH ROOF. PROVIDE NEW PREFINISHED GI COPING WITH CONTINUOUS GI

COPING CLIP - SEE STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION, SEE

DETAIL 2/R205

19 NEW ROOF TOP UNITS (DOAS-1 & MUA) AND POWERED ROOF VENTS (EF-1, EF-3,

EF-5, AND KEF-1), SET ON NEW METAL EQUIPMENT CURB MINIMUM 18", CURB

HEIGHT SHALL ACCOMMODATE MINIMUM 12" BASE FLASHING HEIGHT - ROOFING

CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR SO THAT

ROOF FLASHING MAY BE INSTALLED, AREAS <2> & <6> - SEE DETAILS 1/R206, 3/R206

20 PROVIDE NEW FSR PREFORMED FLASHING BOOT FOR NEW PIPE VENTS (PV), AREA

<2> - SEE DETAIL 2/R206

21 PROVIDE NEW MULTI-PIPE SEAL CURB WITH SPUN ALUMINUM BASE LOCATED

WHERE DIRECTED, AREA <2> - SEE DETAIL 4/R206

22 NEW SOLAR PANELS AND SOLAR EQUPIMENT TO BE INSTALLED, AREAS <2>, <5>,

<6> - SEE SHEET R/102

23 PROVIDE NEW CONTRACTOR'S WARRANTY (2 YEAR) AND MANUFACTURER'S

WARRANTY (20 YEAR), AREAS <1>, <2>, <3>, <4>, <5>, <6>, AND <7>

24 SCREEN WALL. REFER TO ENLARGED PLANS AND STRUCTURAL FOR LAYOUT.

REFER TO SECTION DETAIL 8/R101 FOR SCREEN HEIGHT DIMENSIONS AND

FLASHING DETAILS. REFER TO SPEC SECTION 10 2400 FOR ADDITIONAL BASIS OF

DESIGN. FIELD VERIFY DIMENSIONS PRIOR TO ORDERING SCREEN.

1/4" = 1'-0"1 Canapy - Callout

1" = 1'-0"8Mechanical Screen Wall

MECHANICAL SCREEN BASIS OF DESIGN:

REFER TO SPEC SECTION 10 2400,

INSTALL PER MFG'S SPECIFICATIONS

1/8" = 1'-0"6 Screen Wall South Plan

1/8" = 1'-0"7 Screen Wall North Plan

4' -0

-0

4'-0"

4'-0" 4'-6 3/8"

4' -0

4'-0"

4' -0

4'-0"

(9) 54"x114" PV PANELS

(12) 54"x114" PV PANELS

(7) 54"x114" PV PANELS

(4) 54"x114" PV PANELS

(2) 54"x114" PV PANELS

NO PV PANELS PERMITTED ON DOX PLANK APPARATUS BAY ROOF

NO PV PANELS

PERMITTED ON

HOSE TOWER ROOF

DOAS-1EF-5

EF-1

EF-3

KEF-1

MUA

APPROXIMATE LOCATION OF

CONDUIT TO MECHANICAL ROOM.

REFER TO E-SERIES FOR MORE

INFORMATION

4' -0

4'-0"

CTR

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 3:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

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ASP MWH

F23116 2024-09-16

R102

SOLAR ROOF PLAN

N . W oo dl aw n

A ve

B lo om in gt on

, I N

B lo om in gt on

F D

S ta tio n

F om in gt on F

D S ta tio n

S D

/D D

/C D

N O R T H

1/8" = 1'-0"1Solar Roof Plan

GENERAL SOLAR NOTES:

1. REFER TO SPECIFICATION SECTION 26 3100 -

PHOTOVOLTAIC COLLECTORS

2. PANELS SHOWN ON PLAN ARE SUGGESTED

LAYOUT. REFER TO SPECIFICATION FOR REQUIRED

OUTPUT

3. DRAWINGS ARE SCHEMATIC IN NATURE. ALL

DEVICES AND EQUIPMENT ARE SHOWN IN

APPROXIMATE LOCATIONS. CONTRACTORS TO

COORDINATE THEIR WORK WITH ALL OTHER

TRADES ON SITE. EXTRAS WILL NOT BE GIVEN FOR

FORESEEABLE WORK COORDINATION.

4. ALL WORK TO BE PERFORMED IN ACCORDANCE

WITH STATE AND LOCAL CODES & AMENDMENTS

5. PROVIDE EVERYTHING NECESSARY TO MAKE

REQUIRED SYSTEMS AND FEATURES COMPLETE

AND FUNCTIONAL; INCLUDING BUT NOT LIMITED

TO: FITTINGS, ADAPTERS, SETTING BLOCKS,

BALLAST, HARDWARE, BOXES, TEMPORARY

CONNECTIONS, SUPPORTS, ETC...

1 2 " M

-S E

E R

O O

F P

A T

G H

T V

A R

F R

O M

H T

O L

O W

P O

A511

1/ 2"

1' -1

52 17

37 1

R201

PROPERLY INCORPORATE

SURFACE MOUNTED RECEIVER

INTO FASCIA CLADDING ABOVE

1' -1

-S E

E R

O O

F P

N H

H T

V A

S F

R O

M H

T O

L O

W P

2 2

2" 1"

1 1/2"

1/2"

1"1"

EXPANSION JOINT

COVER

NEW BOX GUTTER

END FLANGE

NEW BLIND BUTYL

SEALANT

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 3:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

A R

C H

_a pr ic e6

rv t

ASP JDS

F23116 2024-09-16

R201

ROOF DETAILS

N . W oo dl aw n

A ve

B lo om in gt on

, I N

B lo om in gt on

F D

S ta tio n

F om in gt on F

D S ta tio n

S D

/D D

/C D

3" = 1'-0"1 Base Flashing Area 6

1 1/2" = 1'-0"5 Vestibule Roof Area 3

Detail Work Description Notes

1 NEW IPA-FLEXIBLE SHEET ROOFING (FSR)

2 NEW HOT AIR WELD

3 NEW FLEXIBLE SHEET ROOFING SEAM PLATE AND FASTENER 12" C/C MAX

4 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER

5 NEW CONTINUOUS MANUFACTURER'S SURFACE MOUNTED TERMINATION BAR MECHANICALLY

ATTACHED 6" C/C MAX. CAULK ALL VERTICAL TRANSITIONS

6 NEW WATER CUT OFF MASTIC

7 NEW MECHANICALLY ATTACHED TAPERED RIGID INSULATION BOARD

8 NEW METAL DECK -SEE STRUCTURAL PLANS

9 NEW ARCHITECURAL WALL -SEE ARCH PLANS

10 NEW FIBER CEMENT WALL PANEL -SEE ARCH PLANS

11 NEW RIGID INSULATION AND FLUID APPLIED AIR AND WATER BARRIER

12 NEW STEEL JOIST

13 NEW 24 GA PREFINISHED GI COUNTERFLASHING MECHANICALLY ATTACHED TO RECEIVER AT 12" C/C

MAX

14 NEW DOWNSPOUT BEYOND

15 NEW CONCRETE SPLASH BLOCK WITH SLIP SHEET BEYOND

16 NEW MANUFACTURERS APPROVED CONTINUOUS TOOLED SEALANT

17 CLEAN AND PREP SUBSTRATE, PROVIDE NEW FULLY ADHERED FLEXIBLE SHEET ROOFING (FSR)

FLASHING

18 EXG CMU WALL TO REMAIN

19 NEW STOREFRONT -SEE ARCH PLANS

20 NEW STRUCTURAL SYSTEM. -SEE STRUCTURAL PLANS

21 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

22 NEW CONTINUOUS EXTRUDED ALUMINUM, PRE-MANUFACTURED FASCIA CLIP MECHANICALLY

ATTACHED TO SUBSTRATE.

23 NEW 4" X 4" PREFINISHED GI DOWNSPOUT

24 NEW PREFINISHED GI FASCIA EXTENDER

25 NEW CONTINUOUS GI EXTENDER CLIP MECHANICALLY ATTACHED TO SUBSTRATE

26 EXG WOOD BLOCKING TO REMAIN. REPLACE ANY DAMAGED OR DETERIORATED WOOD BLOCKING

WITH NEW WOOD BLOCKING

27 EXG METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION AND REPORT

CONDITIONS TO ARCHITECT

28 NEW 24 GA PREFINISHED GI EXTENDER

29 NEW 22 GA GI CLIP

30 NEW 2" X 3/16" STEEL GUTTER HANGER SPACED 36" C/C. POWDER COAT TO MATCH GUTTER

31 NEW 2" WIDE 22 GA GI GUTTER STRAP SPACED 36" C/C. OFFSET 18" FROM GUTTER HANGERS.

32 NEW PREFINISHED 24 GA GI CONTINUOUS BOX GUTTER

33 NEW MANUFACTURERS WELDABLE 24 GA PREFINISHED GI GUTTER APRON

34 REMOVE EXG GUTTER, FASCIA, AND DOWNSPOUT

35 REMOVE EXISTING FSR ROOFING, INSULATION, SADDLES, BASE SHEET, FLASHINGS (FLG) CANTS AND

STRIPPINGS

36 NEW PLYWOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

37 NEW FLEXIBLE SHEET ROOFING STRIPPING

38 NEW 24 GA PREFINISHED GI SOFFIT CLOSURE PIECE

39 NEW THROUGH WALL FLASHING ATOP THROUGH WALL RECIEVER SET IN MANUFACTURER'S

APPROVED MASTIC. LAP AIR/WEATHER BARRIER OVERTOP TERMINATION BAR

40 REMOVE EXG LIMESTONE WALL TO ALLOW FOR INSTILLATION OF NEW VESITBULE ROOF - SEE

STRUCTURAL PLANS

41 NEW VERTICAL TERM BAR BEYOND

42 NEW PREFINISHED GI PRE-MANUFACTURED FASCIA

43 NEW LINTEL AT OPENING -SEE STRUCTURAL PLANS

44 NEW PLYWOOD BLOCKING MECHANICALLY ATTACHED TO BACKUP BLOCK

45 NEW COUNTERFLASHING BEYOND

46 NEW RECEIVER BEYOND

47 NEW FSR FLASHING BEYOND

48 EXG LIMESTONE BEYOND

49 NEW 18 GA GI CURB CAP

50 NEW 20 GA AZ SURFACE MOUNTED TERM BAR-MECHANICALLY ATTACHED 6" C/C MAX. MITER AND

CAULK ALL VERTICAL TRANSITIONS

51 NEW VENTED METAL SOFFIT. REFER TO SPEC SECTION 07 7100

52 NEW CONTINUOUS TAPERED EDGE STRIP - SHAVE AS NECESSARY TO ACCOMMODATE SMOOTH

TRANSITION

53 COLUMN BEYOND. PROVIDE CLOSURE TRIM AROUND TOP OF COLUMN AT SOFFIT BEYOND

3" = 1'-0"3 Vestibule Fascia Area 3 3" = 1'-0"2 Vestibule Gutter Area 3

N.T.S.4 Gutter Expansion Joint Isometric

1 2 14

A511

54 54

THE VISIBLE PROFILE OF THE NEW

FASCIA AND GUTTER SHALL ALIGN SO

THAT THEY APPEAR TO BE THE SAME

WITH SMOOTH TRANSITION FROM

ONE PIECE TO ANOTHER

6 5/8"

CUSTOM GUTTER WITH

CLIP

1/ 2"

3" = 1'-0"1 Entrance Canopy Gutter Area 7

3" = 1'-0"4 Gutter Area 6

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 3:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

A R

C H

_a pr ic e6

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ASP MWH

F23116 2024-09-16

R202

ROOF DETAILS

N . W oo dl aw n

A ve

B lo om in gt on

, I N

B lo om in gt on

F D

S ta tio n

F om in gt on F

D S ta tio n

S D

/D D

/C D

3" = 1'-0"2 Drip Edge Area 4

Detail Work Description Notes

1 NEW IPA-FLEXIBLE SHEET ROOFING (FSR)

2 NEW HOT AIR WELD

3 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

4 EXG CONCRETE DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION AND REPORT CONDITIONS TO ARCHITECT

5 EXG STRUCTURE TO REMAIN

6 NEW ADHESIVELY ADHERED TAPERED RIGID INSULATION BOARD

7 REMOVE EXISTING FSR ROOFING, INSULATION, SADDLES, BASE SHEET, FLASHINGS (FLG) CANTS AND STRIPPINGS

8 NEW PREFINISHED GI DRIP EDGE FASCIA

9 REMOVE EXG DRIP EDGE

10 NEW PREFINISHED GI FASCIA EXTENDER

11 NEW CONTINUOUS GI FASCIA CLIP MECHANICALLY ATTACHED TO SUBSTRATE

12 NEW 2" WIDE 22 GA GI GUTTER STRAP SPACED 36" C/C. OFFSET 18" FROM GUTTER HANGERS.

13 NEW PREFINISHED 24 GA GI CONTINUOUS BOX GUTTER TO MATCH ADJACENT FASCIA SO TRANSITION LOOKS SEEMLESS

14 NEW FLEXIBLE SHEET ROOFING SEAM PLATE AND FASTENER 12" C/C MAX

15 NEW MANUFACTURERS APPROVED CONTINUOUS TOOLED SEALANT

16 NEW CONTINUOUS MANUFACTURER'S SURFACE MOUNTED TERMINATION BAR MECHANICALLY ATTACHED 6" C/C MAX. CAULK ALL VERTICAL TRANSITIONS

17 NEW WATER CUT OFF MASTIC

18 NEW 2" X 3/16" STEEL GUTTER HANGER SPACED 36" C/C. POWDER COAT TO MATCH GUTTER

19 NEW PREFINISHED 24 GA GI CONTINUOUS BOX GUTTER

20 NEW MANUFACTURERS WELDABLE 24 GA PREFINISHED GI GUTTER APRON

21 NEW MECHANICALLY ATTACHED FLAT STOCK RIGID INSULATION BOARD

22 NEW METAL DECK -SEE STRUCTURAL PLANS

23 NEW 24 GA PREFINISHED GI SILL FLASHING/RECEIVER. SILL FLASHING SHOULD END DAM ON EACH END OF THE REVEIVER AGAINST MANSONRY AND

WINDOW JAMB

24 NEW 24 GA PREFINISHED GI COUNTERFLASHING MECHANICALLY ATTACHED TO RECEIVER AT 12" C/C MAX

25 NEW RIGID INSULATION AND FLUID APPLIED AIR AND WATER BARRIER

26 NEW ARCHITECURAL WALL -SEE ARCH PLANS

27 NEW CANOPY FRAMING -SEE STRUCTURAL

28 CLEAN AND PREP SUBSTRATE, PROVIDE NEW FULLY ADHERED FLEXIBLE SHEET ROOFING (FSR) FLASHING

29 NEW PLYWOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

30 NEW TREATED DECKING WITH VENTILATION HOLES CUT. REFER TO STRUCTURAL. SPACES VENTS IN METAL SOFFIT TO ALIGN WITH HOLES.

31 NEW 22 GA GI CLIP

32 NEW VENTED METAL SOFFIT. REFER TO SPEC SECTION 07 7100

33 NEW PT BLOCKING AS NEEDED

34 NEW STOREFRONT -SEE ARCH PLANS

35 NEW STAINLESS STEEL FLASHING WITH HEMMED DRIP EDGE AND TERMINATION BAR. COVER TERMINATION BAR IN NEW FLUID APPLIED AIR AND WATER

BARRIER AFTER INSTALLATION

36 NEW CMU WITH BULLNOSE EDGE

37 NEW 24 GA PREFINISHED GI EXTENDER

38 NEW STEEL JOIST

39 NEW FIBER CEMENT WALL PANEL -SEE ARCH PLANS

40 NEW FSR FLASHING BEYOND

41 NEW TERMINATION BAR BEYOND

42 NEW COUNTERFLASHING BEYOND

43 NEW RECEIVER BEYOND

44 NEW DRIP EDGE FASCIA BEYOND

45 NEW PREFINISHED 24 GA GI GUTTER END CAP BEYOND

46 NEW PREFINISHED 24 GA GI GUTTER END CAP

47 NEW PREFINISHED GI PRE-MANUFACTURED FASCIA

48 NEW ADHESIVELY ADHERED TAPERED INSULATION Q-PANEL

49 NEW FLEXIBLE SHEET ROOFING STRIPPING

50 NEW HOT AIR WELD JOINT WITH TOOLED MANUFACTURER RECOMMENDED SEALANT

51 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER

52 NEW 18 GA GI CURB CAP

53 NEW CONTINUOUS EXTRUDED ALUMINUM, PRE-MANUFACTURED FASCIA CLIP MECHANICALLY ATTACHED TO SUBSTRATE.

54 NEW 24 GA PREFINISHED GI SOFFIT CLOSURE PIECE

55 NEW LIMESTONE WALL PANEL

56 NEW THROUGH WALL FLASHING ATOP THROUGH WALL RECIEVER SET IN MANUFACTURER'S APPROVED MASTIC. LAP AIR/WEATHER BARRIER OVERTOP

TERMINATION BAR

57 FLAT VERTICAL TERM BAR

58 NEW FLUID APPLIED AIR AND WATER BARRIER

59 LIMESTONE WALL TOP CLIP -SEE STRUCTURAL PLANS

60 NEW STRUCTURAL STEEL ANGLE

61 NEW JOIST TOP CHORD EXTENSION -SEE STRUCTURAL PLANS

62 NEW PREFINISHED METAL CLOSURE PIECE

63 NEW PREFINISHED GI SILL FLASHING WITH END DAMS. TURN AT BACK AND SIDES 1/2". PROVIDE MOCKUP FOR ARCHITECT APPROVAL

1 1/2" = 1'-0"3 Gutter End Transition Area 7

3" = 1'-0"5 Entrance Canopy Facsia Area 7

1 1/2" 36

1 1/2"

-S E

E R

O O

F P

B A

S E

S H

H E

T V

A R

F R

O M

T O

H P

T EXISTING THRU WALL FLASHING

SHALL NOT BE BURIED BY

NEW ROOFING MEMBRANE FLASHING

-S E

E R

O O

F P

N T

K N

E S

S V

A R

F R

O M

T O

H P

E Q

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:5 1:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

A R

C H

_a pr ic e6

rv t

ASP JDS

F23116 2024-09-16

R203

ROOF DETAILS

N . W oo dl aw n

A ve

B lo om in gt on

, I N

B lo om in gt on

F D

S ta tio n

F om in gt on F

D S ta tio n

S D

/D D

/C D

Detail Work Description Notes

1 NEW MANUFACTURERS APPROVED CONTINUOUS TOOLED SEALANT

2 NEW CONTINUOUS MANUFACTURER'S SURFACE MOUNTED TERMINATION BAR

MECHANICALLY ATTACHED 6" C/C MAX. CAULK ALL VERTICAL TRANSITIONS

3 NEW WATER CUT OFF MASTIC

4 NEW IPA-FLEXIBLE SHEET ROOFING (FSR)

5 NEW HOT AIR WELD

6 NEW FLEXIBLE SHEET ROOFING SEAM PLATE AND FASTENER 12" C/C MAX

7 NEW PREFINISHED GI PRE-MANUFACTURED FASCIA

8 NEW PREFINISHED GI FASCIA EXTENDER

9 NEW CONTINUOUS GI EXTENDER CLIP MECHANICALLY ATTACHED TO SUBSTRATE

10 REMOVE EXG FASCIA SYSTEM

11 NEW PREFINISHED GI PRE-MANUFACTORED FASCIA CLIP

12 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

13 EXG DOX PLANK DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR

DETERIORATION AND REPORT CONDITIONS TO ARCHITECT

14 EXG STRUCTURE TO REMAIN

15 NEW ADHESIVELY ADHERED TAPERED RIGID INSULATION BOARD

16 REMOVE EXISTING FSR ROOFING, INSULATION, SADDLES, BASE SHEET,

FLASHINGS (FLG) CANTS AND STRIPPINGS

17 EXG COPPER THRU WALL FLASHING TO REMAIN

18 CUT IN NEW RAGGLE JOINT TO ACCOMMODATE INSTALLATION OF NEW RECEIVER

- LOCATION OF RAGGLE JOINT SHOULD BE COORDINATED WITH ARCHITECT

19 NEW 24 GA PREFINISHED GI COUNTERFLASHING MECHANICALLY ATTACHED TO

RECEIVER AT 12" C/C MAX

20 NEW CONTINUOUS TOOLED URETHANE SEALANT

21 NEW LEAD WEDGES SPACED 5'-0" C/C MAX

22 PROVIDE NEW FOAM BACKER ROD SIZED 50% LARGER THAN JOINT

23 NEW FSR FLASHING BEYOND

24 NEW COUNTERFLASHING BEYOND

25 NEW TERMINATION BAR BEYOND

26 NEW RECEIVER BEYOND

27 NEW CONTINUOUS TOOLED URETHANE SEALANT BEYOND

28 EXG LIMESTONE BEYOND

29 NEW MECHANICALLY ATTACHED TAPERED RIGID INSULATION BOARD

30 NEW 24 GA PREFINISHED GI REGLET RECEIVER

31 EXG METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION

AND REPORT CONDITIONS TO ARCHITECT

32 EXG CONCRETE TOPPING SLAB TO REMAIN. INSPECT DECK FOR DAMAGE OR

DETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT

33 NEW DOWNSPOUT BEYOND

34 NEW CONCRETE SPLASH BLOCK WITH SLIP SHEET BEYOND

35 CLEAN AND PREP SUBSTRATE, PROVIDE NEW FULLY ADHERED FLEXIBLE SHEET

ROOFING (FSR) FLASHING

36 CUT IN NEW RAGGLE JOINT TO ACCOMMODATE INSTALLATION OF NEW RECEIVER

37 REMOVE EXG WOOD BLOCKING

38 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER

39 NEW MECHANICALLY ATTACHED FLAT STOCK RIGID INSULATION BOARD

40 NEW CANOPY FRAMING -SEE STRUCTURAL

41 NEW 3/4" PLYWOOD DECKING MECHANICALLY ATTACHED TO STRUCTURAL

FRAMING

42 NEW TREATED DECKING WITH VENTILATION HOLES CUT. REFER TO STRUCTURAL.

SPACES VENTS IN METAL SOFFIT TO ALIGN WITH HOLES.

43 NEW VENTED METAL SOFFIT. REFER TO SPEC SECTION 07 7100

44 NEW 24 GA PREFINISHED GI SOFFIT CLOSURE PIECE

45 NEW LIMESTONE WALL PANEL

46 NEW ARCHITECURAL WALL -SEE ARCH PLANS

47 NEW RIGID INSULATION AND FLUID APPLIED AIR AND WATER BARRIER

48 NEW CONTINUOUS TAPERED EDGE STRIP - SHAVE AS NECESSARY TO

ACCOMMODATE SMOOTH TRANSITION

3" = 1'-0"1 Base Flashing Area 2

3" = 1'-0"2 Thru wall Area 1

3" = 1'-0"3 Fascia Area 1

3" = 1'-0"4 Area 7 Base Flashing

6 7

16 16 21

2" 1"

26262727

-S E

E R

O O

F P

N T

K N

E S

S V

A R

F R

O M

T O

H T

P O

50 51

M B

A S

E F

G H

H T

N T

K N

E S

S V

A R

F R

O M

T O

H P

34 35

1/ 2"

MODIFY GUTTER APRON TO

ACCOMMODATE FOR EXTRA

WOOD BLOCKING AT

TRANSITION TO FASCIA

TERMINATE FASCIA

AROUND CORNER TO

GUTTER APRON

NEW PRE-FINISHED GI

PRE-MANUFACTURED

FASCIA

INSTALL BLOCKING AT THIS

TRANSITION FOR PROPER

NAILING SUBSTRATE FOR

MODIFIED GUTTER APRON

NEW PRE-FINISHED

GI GUTTER

NEW POWDERCOATED

GUTTER BRACKET

NEW PRE-FINISHED

GI GUTTER STRAP

CUT GUTTER APRON TO

ACCOMMODATE INSTALLATION

OF GUTTER STRAPS

3" = 1'-0"3 Base Flashing Area 2

3" = 1'-0"4 Gutter Area 2

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 3:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

A R

C H

_a pr ic e6

rv t

ASP MWH

F23116 2024-09-16

R204

ROOF DETAILS

N . W oo dl aw n

A ve

B lo om in gt on

, I N

B lo om in gt on

F D

S ta tio n

F om in gt on F

D S ta tio n

S D

/D D

/C D

Detail Work Description Notes

1 NEW 24 GA PREFINISHED GI EXTENDER

2 NEW 22 GA GI CLIP

3 NEW 2" X 3/16" STEEL GUTTER HANGER SPACED 36" C/C. POWDER COAT TO MATCH GUTTER

4 NEW 2" WIDE 22 GA GI GUTTER STRAP SPACED 36" C/C. OFFSET 18" FROM GUTTER HANGERS.

5 NEW PREFINISHED 24 GA GI CONTINUOUS BOX GUTTER

6 NEW MANUFACTURERS WELDABLE 24 GA PREFINISHED GI GUTTER APRON

7 REMOVE EXG WOOD BLOCKING

8 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

9 EXG STRUCTURE TO REMAIN

10 NEW MECHANICALLY ATTACHED TAPERED RIGID INSULATION BOARD

11 EXG WOOD BLOCKING TO REMAIN. REPLACE ANY DAMAGED OR DETERIORATED WOOD

BLOCKING WITH NEW WOOD BLOCKING

12 EXG METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION AND REPORT

CONDITIONS TO ARCHITECT

13 REMOVE EXG GUTTER, FASCIA, AND DOWNSPOUT

14 NEW 4" X 4" PREFINISHED GI DOWNSPOUT

15 NEW 24 GA PREFINISHED GI DOWNSPOUT STRAP MECHANICALLY ATTACHED 12" C/C

16 NEW HOT AIR WELD

17 NEW IPA-FLEXIBLE SHEET ROOFING (FSR)

18 REMOVE EXISTING FSR ROOFING, INSULATION, SADDLES, BASE SHEET, FLASHINGS (FLG) CANTS

AND STRIPPINGS

19 EXG DOX PLANK DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION AND

REPORT CONDITIONS TO ARCHITECT

20 NEW 24 GA PREFINISHED GI DOWNSPOUT STRAP MECHANICALLY ATTACHED TO SUBSTRATE -

LOCATE AT TOP, MIDDLE, AND BOTTOM

21 NEW ADHESIVELY ADHERED TAPERED EDGE STRIP

22 NEW ADHESIVELY ADHERED 1.5" FLAT STOCK RIGID INSULATION BOARD

23 NEW ADHESIVELY ADHERED TAPERED INSULATION Q-PANEL

24 NEW FLEXIBLE SHEET ROOFING SEAM PLATE AND FASTENER 12" C/C MAX

25 NEW COPING ATTACHMENT ANCHOR (J-BOLTS) (ADD (2) PER LIMESTONE PIECE) - SEAL AROUND

ANCHORS WITH NEW TOOLED URETHANE SEALANT

26 NEW ARCHITECURAL WALL -SEE ARCH PLANS

27 NEW FIBER CEMENT WALL PANEL -SEE ARCH PLANS

28 NEW RIGID INSULATION AND FLUID APPLIED AIR AND WATER BARRIER

29 NEW MECHANICALLY ATTACHED FLAT STOCK RIGID INSULATION BOARD

30 NEW METAL DECK -SEE STRUCTURAL PLANS

31 NEW MASONARY COPING

32 NEW STAINLESS STEEL GI PAN FLASHING

33 NEW 24 GA PREFINISHED GI COUNTERFLASHING MECHANICALLY ATTACHED TO RECEIVER AT 12"

C/C MAX

34 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER

35 NEW WATER CUT OFF MASTIC

36 NEW MANUFACTURERS APPROVED CONTINUOUS TOOLED SEALANT

37 NEW CONTINUOUS MANUFACTURER'S SURFACE MOUNTED TERMINATION BAR MECHANICALLY

ATTACHED 6" C/C MAX. CAULK ALL VERTICAL TRANSITIONS

38 REMOVE EXG LIMESTONE BLOCKS

39 CUT METAL DECK BACK TO FLUSH WITH CMU

40 REMOVE EXG METAL ANGLE

41 REMOVE EXG GUTTER DRIP EDGE

42 EXG CONCRETE TOPPING SLAB TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION

AND REPORT CONDITIONS TO ROOF CONSULTANT

43 NEW TERMINATION BAR BEYOND

44 NEW COUNTERFLASHING BEYOND

45 NEW RECEIVER BEYOND

46 NEW FIBER CEMENT WALL PANEL BEYOND

47 CLEAN AND PREP SUBSTRATE, PROVIDE NEW FULLY ADHERED FLEXIBLE SHEET ROOFING (FSR)

FLASHING

48 NEW FLEXIBLE SHEET ROOFING STRIPPING

49 NEW THROUGH WALL FLASHING ATOP THROUGH WALL RECIEVER SET IN MANUFACTURER'S

APPROVED MASTIC. LAP AIR/WEATHER BARRIER OVERTOP TERMINATION BAR

50 PROVIDE NEW BACKER ROD AND TOOLED URETHANE SEALANT AT ALL HEAD AND OUTERBED

JOINTS

51 SET LIMESTONE COPING ON BED OF NEW MORTAR, SYNTHETIC SHIMS, AND ROPE WEEPS

52 NEW PLYWOOD BLOCKING MECHANICALLY ATTACHED TO BACKUP BLOCK

53 NEW 18 GA GI CURB CAP

54 EXG ANGLE TO REMAIN

55 RUN MEMBRANE UP AND UNDER COPING, TERMINATING AT THE OTHER SIDE OF WALL

56 LIMESTONE WALL TOP CLIP -SEE STRUCTURAL PLANS

3" = 1'-0"1 Gutter Area 1

3" = 1'-0"5 Low Parapet Area 6

N.T.S.2 Fascia to Gutter Corner Transition Area 1

4 5

S E

E R

O O

F P

N T

K N

E S

S V

A R

F R

O M

T O

H P

-S E

E R

O O

F P

N T

K N

E S

S V

A R

F R

O M

T O

H P

AREA 6 AREA 2

-S E

E R

O O

F P

N T

K N

E S

S V

A R

F R

O M

T O

H P

36 34 35

-S E

E R

O O

F P

N H

H T

V A

S F

R O

W T

O H

P O

40 27

1/ 2"

3" = 1'-0"3 Parapet Detail Area 5

3" = 1'-0"4 Gutter Area 5 3" = 1'-0"1 Roof Transition

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 3:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

A R

C H

_a pr ic e6

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ASP MWH

F23116 2024-09-16

R205

ROOF DETAILS

N . W oo dl aw n

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, I N

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F D

S ta tio n

F om in gt on F

D S ta tio n

S D

/D D

/C D

Detail Work Description Notes

1 EXG STRUCTURE TO REMAIN

2 NEW METAL DECK -SEE STRUCTURAL PLANS

3 NEW MECHANICALLY ATTACHED FLAT STOCK RIGID INSULATION BOARD

4 NEW IPA-FLEXIBLE SHEET ROOFING (FSR)

5 NEW HOT AIR WELD

6 REMOVE EXG GUTTER, FASCIA, AND DOWNSPOUT

7 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

8 REMOVE EXG LIMESTONE BLOCKS

9 REMOVE EXG WOOD BLOCKING

10 NEW STEEL JOIST

11 EXG METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION

AND REPORT CONDITIONS TO ARCHITECT

12 NEW MECHANICALLY ATTACHED TAPERED RIGID INSULATION BOARD

13 REMOVE EXISTING FSR ROOFING, INSULATION, SADDLES, BASE SHEET,

FLASHINGS (FLG) CANTS AND STRIPPINGS

14 CUT METAL DECK BACK TO FLUSH WITH CMU

15 REMOVE EXG METAL ANGLE

16 REMOVE EXG GUTTER DRIP EDGE

17 NEW FLEXIBLE SHEET ROOFING SEAM PLATE AND FASTENER 12" C/C MAX

18 NEW 24 GA PREFINISHED GI EXTENDER

19 NEW 22 GA GI CLIP

20 NEW 2" X 3/16" STEEL GUTTER HANGER SPACED 36" C/C. POWDER COAT TO

MATCH GUTTER

21 NEW 2" WIDE 22 GA GI GUTTER STRAP SPACED 36" C/C. OFFSET 18" FROM GUTTER

HANGERS.

22 NEW PREFINISHED 24 GA GI CONTINUOUS BOX GUTTER

23 NEW MANUFACTURERS WELDABLE 24 GA PREFINISHED GI GUTTER APRON

24 NEW ARCHITECURAL WALL -SEE ARCH PLANS

25 NEW FIBER CEMENT WALL PANEL -SEE ARCH PLANS

26 NEW RIGID INSULATION AND FLUID APPLIED AIR AND WATER BARRIER

27 NEW COPING BEYOND

28 NEW AREA SEPARATION BEYOND

29 NEW FSR FLASHING BEYOND

30 NEW PREFINISHED GI COPING CAP

31 NEW CONTINUOUS GI COPING CLIP MECHANICALLY ATTACHED TO SUBSTRATE

32 PROVIDE MID-SPAN SUPPORT IN COPING CLIP

33 NEW FIBER CEMENT WALL PANEL BEYOND

34 NEW COUNTERFLASHING BEYOND

35 NEW RECEIVER BEYOND

36 NEW TERMINATION BAR BEYOND

37 NEW PREFINISHED GI COPING

38 NEW 24 GA PREFINISHED GI CLOSURE

39 NEW PREFINISHED GI COPING EXTENDER

40 NEW IPA-FLEXIBLE SHEET ROOFING (FSR). EXTEND NEW ROOF MEMBRANE UP

AND OVER PARAPET - EXTEND DOWN OUTER FACE OF PARAPET

41 NEW CMU BLOCK AREA SEPARATION CURB REFER TO STRUCTURAL

42 NEW FLEXIBLE SHEET ROOFING STRIPPING

43 NEW VERTICAL TERM BAR BEYOND

44 FILL VOID WITH INSTALLATION

45 CLEAN AND PREP SUBSTRATE, PROVIDE NEW FULLY ADHERED FLEXIBLE SHEET

ROOFING (FSR) CONTINUOUS WRAP FLASHING

3" = 1'-0"2 Area Seperation Area 2 & 6

3" MIN

THIS DETAIL IS DESIGNED AROUND NEW CONSTRUCTION

BUT IS USED IN REFERENCE ON EXISTING STRUCTURE

7 9

-S E

E R

O O

F P

N T

K N

E S

S V

A R

F R

O M

T O

H P

M B

A S

E F

G H

H T

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

:2 6:

C :\U se rs

\a pr ic e\

D oc um en ts \F

F ire

S ta tio n

A R

C H

_a pr ic e6

rv t

ASP MWH

F23116 2024-09-16

R206

ROOF DETAILS

N . W oo dl aw n

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F D

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F om in gt on F

D S ta tio n

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/D D

/C D

Detail Work Description Notes

1 NEW MECHANICALLY ATTACHED TAPERED RIGID INSULATION BOARD

2 NEW CONTINUOUS TOOLED LAP SEALANT

3 NEW FLEXIBLE PIPE SEAL

4 NEW STAINLESS STEEL COMPRESSION DRAW BAND

5 NEW ROOF PENETRATION

6 EXG METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATION

AND REPORT CONDITIONS TO ARCHITECT

7 NEW IPA-FLEXIBLE SHEET ROOFING (FSR)

8 NEW WATER CUT OFF MASTIC

9 NEW HOT AIR WELD

10 NEW FLEXIBLE SHEET ROOFING SEAM PLATE AND FASTENER 12" C/C MAX

11 NEW ROOF TOP EQUIPMENT

12 NEW METAL EQUIPMENT CURB

13 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

14 REMOVE EXISTING FSR ROOFING, INSULATION, SADDLES, BASE SHEET,

FLASHINGS (FLG) CANTS AND STRIPPINGS

15 NEW METAL DECK -SEE STRUCTURAL PLANS

16 NEW SPRING ISOLATED CURB REFER TO MECH SCHEDULE

17 NEW MANUFACTURERS APPROVED CONTINUOUS TOOLED SEALANT

18 NEW CONTINUOUS MANUFACTURER'S SURFACE MOUNTED TERMINATION BAR

MECHANICALLY ATTACHED 6" C/C MAX. CAULK ALL VERTICAL TRANSITIONS

19 NEW 1" RIGID INSULATION

20 NEW D.O.A.S. EDUIPMENT REFER TO MECH SCHEDULE

21 NEW 24 GA PREFINISHED GI SLIP COUNTERFLASHING

22 NEW (2) LAYERS OF 1/2" COVERBOARD

23 NEW INSULATED METAL EQUIPMENT CURB

24 NEW MANUFACTURER'S POLYCARBONATE MULTI-PENETRATION PIPE SEAL CAP

25 REMOVE EXG SHEET METAL DOGHOUSE

N.T.S.2 Pipe Seal - FSR / Mtl deck

3" = 1'-0"1 DOAS-1

3" = 1'-0"3 Equipment Curb 3" = 1'-0"4Multi Pipe Seal - FSR Spun Alum

GasGas

DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY SEWER

VENT

GAS

SAN

DOMESTIC HOT WATER RETURNHWR

NEW CONNECTION TO EXISTING

Plumbing Legend

SEE TITLE SHEET FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS.

COMPONENTS SHOWN IN GRAY ARE EXISTING OR

SPECIFIED IN OTHER VIEWS.

HOSE BIB

1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH STATE

AND LOCAL CODES & AMENDMENTS.

2. SEE SPECIFICATION BOOK FOR ADDITIONAL REQUIREMENTS.

3. PROVIDE EVERYTHING NECESSARY TO MAKE REQUIRED

SYSTEMS AND FEATURES COMPLETE AND FUNCTIONAL;

INCLUDING BUT NOT LIMITED TO: FITTINGS, P-TRAPS, STOPS,

ADAPTERS, HARDWARE, TEMPORARY CONNECTIONS AND

SUPPORTS.

4. DRAWING ORGANIZATION IS NOT TRADE SPECIFIC AND IS

NOT INTENDED FOR DIVISION OF WORK AMONG

SUBCONTRACTORS. THE GENERAL CONTRACTOR IS

RESPONSIBLE TO PROPERLY DISSEMINATE WORK ON ALL

SHEETS AND COORDINATE WITH EVERY SUBCONTRACTOR IN

ORDER TO PROVIDE A COMPLETE PROJECT.

5. EQUIPMENT AND PIPING LAYOUTS ARE SCHEMATIC IN

NATURE. CONTRACTOR MUST ADJUST TO FIELD CONDITIONS

AND COORDINATE WITH OTHER TRADES DURING

CONSTRUCTION BY ADDING OFFSETS AND ELBOWS WHERE

REQUIRED. PRIOR TO INSTALLATION, THE ENGINEER MUST

APPROVE ALL PROPOSED MODIFICATIONS TO PIPING

LAYOUT AND DESIGN.

6. PROTECT ALL EQUIPMENT AND FINISHES, NEW AND

EXISTING, FROM DUST DEBRIS AND DAMAGE. FINAL CLEAN-

UP SHALL BE PERFORMED TO PROVIDE A CLEAN, DUST FREE

ENVIRONMENT TO THE OWNER.

7. ALL FEES, PERMITS AND INSTALLATION COSTS SHALL BE THE

RESPONSIBILITY OF THE INSTALLING CONTRACTOR UNLESS

NOTED OTHERWISE.

8. REFER TO MANUFACTURER'S SPECIFICATIONS FOR

EQUIPMENT INSTALLATION REQUIREMENTS.

9. CONTRACTORS TO COORDINATE THEIR WORK WITH ALL

TRADES ON SITE, INCLUDING LOCAL UTILITIES. EXTRAS WILL

NOT BE GIVEN FOR FORESEEABLE WORK COORDINATION.

10. CONTRACTOR SHALL CONTACT ENGINEER FOR ROUGH-IN

OBSERVATION PRIOR TO COVERING WORK.

11. ALL SLEEVES PASSING THROUGH FIRE RATED WALLS SHALL

BE SCHEDULE 40 STEEL.

General Plumbing Notes

Work Description Notes

READING ROOM

123EXERCISE

STORAGE

EXERCISE

DORM

IT STOR.

AIRLOCK

APPARATUS BAY

GEAR STORAGE

OFFICE

DORM

DINING

VESTIBULE

LIVING

EXG. FD

3/4" CW

P102

HB-1

CORRIDOR

HB-1

3/4" CW

P101

4" SAN

3/4" CW

HB-2

DOUBLE CLEAN OUT

2" CW

4" SAN

3/4" CW

2" V

3" VTR

3" SAN

3/4" CW

1 1/2" CW

3/4" CW

NEW FIRE SPRINKLER SERVICE

(BELOW FLOOR)

3/4" CW

(BELOW FLOOR)

DOUBLE

CLEAN OUT

EXG. HOSE

BIBB

3" SAN

FCO-2

OI-1

3/4" G

(BELOW GRADE)

3/4" G 1 1/4" G

3" V

1" HW

3/4" HWR

2" V

1 1/4" G UP

TO DOAS-1

UH-2

UH-3

2 1/2" G

2 1/2" G 2" G

2" G

1 1/4" G

1/2" G

INVERT

97'-7"

INVERT 98'-9"

DN TO

HB-2

DN TO

HB-2

3/4" G

(BELOW GRADE)

4" SAN

INVERT

98'-6"

2" CW

FCO-1

FD-1

WH-1

FD-1

3" SAN

4" SAN

3" SAN

4" SAN

1 1/2" CW

2" V

3/4" HWR

3" VTR

1 1/2" CW

1" CW

1" HW

(BELOW FLOOR)

2" CW

MECH

P-1

3/4" G

1 1/2" CW

1" HW

3/4" HWR

2" V

3/4" CW

1 1/2" CW

1" HW

2" V

3/4" HWR

1 1/4" G

2" V

3/4" CW

1 1/2" CW

2" G

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

9/ 4/

A M

C :\U se rs

\jn eu m an n\ D oc um en ts

F ire S ta tio n

E P

_j ne um an n8 Z

4P 5.

rv t

MMWH JJN

F23116 09/16/2024

P101

PLUMBING PLAN

W oo dl aw n A ve

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F om in gt on F

D S ta tio n

P ro je ct

S ta tu s

1 AREA RESERVED FOR FIRE SPRINKLER RISER AND VALVE

ASSEMBLY. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF

A LICENSED FIRE PROTECTION SYSTEM DESIGNER TO DESIGN

AND COORDINATE THE NEW FIRE SPRINKLER SYSTEM FOR THE

BUILDING. THE DEVICE SHALL BE TESTED BY A CERTIFIED

CROSS-CONNECTION CONTROL INSPECTOR WITHIN 30 DAYS OF

INSTALLATION AND THE RESULTS SHALL BE SUBMITTED TO

WWW.TRACKMYBACKFLOW.COM. REFER TO A001 FOR

ADDITIONAL INFORMATION.

2 AREA RESERVED FOR DOMESTIC WATER BACKFLOW

PREVENTER. FOR MORE INFORMATION SEE DETAIL 2/P301.

3 REFER TO THE CIVIL SITE UTILITY DRAWINGS FOR

CONTINUATION OF PIPING AND INFORMATION ABOUT

CONNECTIONS TO UTILITY MAINS.

4 NEW SANITARY SEWER PIPING TO THE EXISTING FLOOR DRAIN.

5 FURNISH AND INSTALL A NATURAL GAS STUB-OUT WITH

SHUTOFF VALVE AND THREADED CAP FOR FUTURE

CONNECTION TO OWNER-FURNISHED GRILL.

6 ROUTE GAS PIPING IN THIS AREA TIGHT TO CEILING.

N O R T H

1/8" = 1'-0"1 Plumbing Plan

N O R T H

1/2" = 1'-0"2 Enlarged Plumbing Plan - Mech 114

09/16/2024

Work Description Notes

DW-1

ADA RESTROOM

KITCHEN

DINING

SK-1

LV-1

WC-1

1/2" HW

2" SAN

WCO-1

4" SAN

1" HW

2" SAN

4" SAN

3/4" HW

4" SAN

1/2" HW

1 1/2" V

1 1/2" V 2" V 2" V

2" V

1/2" CW

1 1/2" V

1/2" CW

3/4" HW

1/2" HWR

2" SAN

1 1/2" V

2" HUB DRAIN FOR ICE

MAKER & 2" SAN DN

IM-1

1/2" CW

2" V

3/4" HWR

2" V

1/2" HWR

3/4" CW

1" CW

1/2" HWR

3" SAN

4" SAN

SH-2

FD-1

3/4" G

1/2" HWR

1/2" CW

3" SAN

2" V

4" SAN

CORRIDOR

1071/2" CW

4" SAN

1/4" G UP

TO MAU

1 1/4" G

3/4" G DN

TO RANGE

3/4" G

2" V

1/2" HWR

1/2" CW

1/2" HW

2" V

1 1/2" V

1/2" HW

1/2" HWR

1/2" CW

3" SAN

1/2" HW

3/4" G

CORRIDOR

LIVING

AAV-1

WC-1

LV-1

WC-1

LV-1

RESTROOM

CORRIDOR

SH-1 SH-1

EWC-1

WB-1

FCO-1

LAUNDRY

STORAGE

EXERCISE

3/4" CW

1/2" HW

1/2" HWR

3" SAN

4" SAN

1/2" HWR

1/2" HW

1/2" HWR

1/2" CW

2" SAN

1 1/2" V

4" SAN

3" SAN

1/2" HW

1/2" HWR

4" SAN

1/2" CW

1 1/2" V

2" SAN

1 1/2" V

1/2" CW

1 1/2" SAN

4" SAN

1/2" HWR

1/2" HW

3/4" CW

2" SAN

4" SAN

2" SAN

1 1/2" V 2" V

1" HW

3/4" HWR

2" V

1 1/2" V

3/4" CW

1" HW

1/2" HW

1/2" HWR

1/2" CW

1/2" HW

1 1/2" V

1/2" HWR

1/2" CW

2" V

WB-1

JANITOR AREA

CORRIDOR

BAY STORAGE

110.2

BAY STORAGE

110.1

1/2" CW

2" SAN

1 1/2" V

1/2" CW

1 1/2" CW

2" V

1/2" CW

1/2" HW

1" CW

1 1/2" V

DOUBLE CLEANOUT

1/2" HW

1/2" HWR

FD-1

4" SAN

3" SAN

2" V

1/2" CW

1/2" HW

2" V

3" SAN

1/2" CW

2" V

1 1/4" G

MS-1

1/2" HWR

1/2" CW

3/4" CW

1/2" HW

1/2" HWR

1/2" HW

2" SAN

3/4" CW

3" SAN

1/2" HW

2" V

1 1/4" G

1/2" CW

2" SAN

READING ROOM

CORRIDOR

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE

PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE

DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE

RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR

THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

A dd iti on a nd

R en ov at io n

W or k fo r

9/ 4/

A M

C :\U se rs

\jn eu m an n\ D oc um en ts

F ire S ta tio n

E P

_j ne um an n8 Z

4P 5.

rv t

MMWH JJN

F23116 09/16/2024

P102

ENLARGED PLUMBING

PLANS

W oo dl aw n A ve

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F om in gt on F

D S ta tio n

P ro je ct

S ta tu s

N O R T H

1/2" = 1'-0"2 Enlarged Plumbing Plan - Dormitory Area

1 REFER TO THE CIVIL SITE UTILITY DRAWINGS FOR

CONTINUATION OF PIPING AND INFORMATION ABOUT

CONNECTIONS TO UTILITY MAINS.

2 FURNISH AND INSTALL AN ELECTRONIC SHUTOFF VALVE ON

THE GAS PIPING TO THE RANGE AND INTERCONNECT THE

VALVE WITH THE HOOD FIRE SUPPRESSION SYSTEM.

N O R T H

1/2" = 1'-0"1 Enlarged Plumbing Plan - Kitchen Area

FULL PORT BALL VALVE

THERMOMETER

CHECK VALVE

CIRCUIT SETTING BALANCING VALVE

RECIRCULATION PUMP, P-1,

CONTROL BY AQUASTAT

P…

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File details come from the government source that posted it. Updated May 11, 2025.