01.0 Drawing General.pdf

PROJECT SITE

B902 B912

B907

B904

B936

B903

B901

B906

B917

B915

TEMPORARY

NIAGARA FALLS

AIR RESERVE

STATION BASE

ENTRANCE

TO LOCKPORT ROADBASE MAP

PROJECT

NORTH

SWING SPACE

TO LOCKPORT ROAD

PROJECT

LOCATION

LOCATION MAP

PROJECT

NORTH

QPK DESIGN

450 South Salina Street Suite 500 PO Box 29 Syracuse, NY 13201-0029 Phone (315) 472-7806 Fax (315) 472-7800

1 2 3 4 5

A

B

C

D

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

SHEET ID

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

P O

N D

J O

B

S

IZ

E

A N

S I D

F

IL

E N

A M

E

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U N

B E

R

D E

S C

R

IP

T

IO

N M

A R

K

Q P

K D

E S

IG

N

S o u th

S a lin a S tr e e t

S u ite

P

O B o x

S yr a c u s e

N Y

-0

Q P

K J

O B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

D A

T E

/6

/2

:4

:5

P M

B

IM

/1

N

Y A

N G

N ia g a ra

F a lls R e p a ir O

T

F a c ili ty /1

N

Y A

N G

N

IA

G

A R

A A

R C

H v

.r v t

G-001

RENOVATE OPERATIONS AND TRAINING

FACILITY, BUILDING 901

NEW YORK AIR NATIONAL GUARD

NIAGARA FALLS AIR RESERVE STATION

C O

V E

R S

H E

E T

R E

N O

V A

T E

O P

E R

A T

IO

N

S A

N D

T R

A

IN

IN

G

F A

C

IL

IT

Y

B

U

IL

D

IN

G

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D N

IA

G

A R

A F

A L

L S

A

IR

R E

S E

R V

E S

T A

T

IO

N

J M

L

J S

P

J M

L

NOTE: IMAGE IS FOR ILLUSTRATIVE

PURPOSES ONLY

9910 BLEWETT AVE, NIAGARA FALLS NY 14304

BID OPTION SCHEDULE

NUMBER DESCRIPTION

1 PROVIDE OPERABLE PARTITION SEPARATING ROOMS 160A MULTI PURPOSE ROOM A AND 160B MULTI

PURPOSE ROOM B

2 PROVIDE PLASTIC LAMINATE FACED PANEL SYSTEM IN MULTI PURPOSE ROOM 160A 160B

3 PROVIDE TYPE 2 GLAZED ALUMINUM STOREFRONT FRAMING SYSTEM AND ALUMINUM DOORS

4 MOVE B902 FURNITURE FROM SWING SPACE BACK TO B901

5 EXTEND ASPHALT, CONCRETE PAVEMENT TO PROVIDE NW BUILDING ACCESS

PROJECT PHASING

PHASE DESCRIPTION

PHASE 1 PROVIDE LIMITED REPAIRS TO B902 IN PREPARATION FOR USE AS SWING SPACE

PHASE 2 MOVE B901 FURNITURE TO B902

PHASE 3 RENOVATE B902 (MAIN PROJECT SCOPE)

PHASE 4 MOVE B902 FURNITURE FROM SWING SPACE BACK TO B901 (BID OPTION 4)

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

100% B3 SUBMITTAL

08 MARCH, 2023

FIRST CHARACTER

LEVEL 1 DISCIPLINE

DESIGNATOR*

SECOND CHARACTER

LEVEL 2 DISCIPLINE

DESIGNATOR*

THIRD CHARACTER

SHEET TYPE*

SEQUENTIAL

SHEET NUMBERING

USER DEFINED

CHARACTERS

SIXTH & SEVENTH

CHARACTERS

CONSTRUCTION PHASE

*SEE NATIONAL CAD STANDARDS

** PHASE 03 WORK DOES NOT RECEIVE USER DEFINED CHARACTARS

CONSTRUCTION PHASES:

01 - REPAIR B902 FOR SWING SPACE

02 - MOVE B901 FURNITURE TO B902

03** - RENOVATE B901

04 - MOVE B902 FURNITURE TO B901

1 2 3 4 5

A

B

C

D

SHEET ID

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

P O

N D

J O

B

S

IZ

E

A N

S I D

F

IL

E N

A M

E

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

D E

S C

R

IP

T

IO

N M

A R

K

Q P

K D

E S

IG

N

S o u th

S a lin a S tr e e t

S u ite

B o x

S yr a c u s e

-0

Q P

K J

O B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

D A

T E

/6

/2

:4

:5

P M

B

IM

/1

N

Y A

N G

N ia g a ra

F a lls R e p a ir O

T

F a c ili ty /1

N

Y A

N G

N

IA

G

A R

A A

R C

H v

.r v t

G-002

D R

A W

IN

G

I N

D E

X

R E

N O

V A

T E

O P

E R

A T

IO

N

S A

N D

T R

A

IN

IN

G

F A

C

IL

IT

Y

B

U

IL

D

IN

G

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D N

IA

G

A R

A F

A L

L S

A

IR

R E

S E

R V

E S

T A

T

IO

N

J M

L

J S

P

J M

L

SCALE:

A3

DRAWING INDEX

SCALE:

A2

SHEET NUMBER LEGEND

DRAWING LIST - GENERAL

GENERAL INFORMATION

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 GENERAL INFORMATION

G-004 REGULATORY SUMMARY

G-005 REGULATORY PLAN AND ENERGY CODE REVIEW

G-006 REGULATORY PLAN (CONTINUED)

G-007 OVERALL PLANS

G-008 ABBREVIATIONS, MATERIALS LEGEND, AND GRAPHIC

KEY

G-009 STAGING PLAN

DRAWING LIST - PHASE 1

ARCHITECTURAL

A-101-01 FLOOR PLAN - FIRST FLOOR - B902 AREA 1

A-102-01 FLOOR PLAN - FIRST FLOOR - B902 AREA 2

A-103-01 FLOOR PLAN - FIRST FLOOR - B902 AREA 3

A-104-01 FLOOR PLAN - SECOND FLOOR - B902 AREA 1

A-105-01 FLOOR PLAN - SECOND FLOOR - B902 AREA 2

A-106-01 FLOOR PLAN - SECOND FLOOR - B902 AREA 3

PLUMBING

PD121-01 PLUMBING DEMOLITION PLAN - FIRST FLOOR

OVERALL

MECHANICAL

MD121-01 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

OVERALL

M-121-01 MECHANICAL PLAN - FIRST FLOOR OVERALL

M-521-01 MECHANICAL DETAILS

ELECTRICAL

ED105-01 ELECTRICAL DEMOLITION PLAN

E-125-01 MECHANICAL POWER PLAN

E-625-01 ELECTRICAL SCHEDULES

DRAWING LIST - PHASE 2

ARCHITECTURAL DEMOLITION

AD-801-02 FURNITURE REMOVALS PLAN - FIRST FLOOR - B901

AREA 1

AD-802-02 FURNITURE REMOVALS PLAN - FIRST FLOOR - B901

AREA 2

AD-803-02 FURNITURE REMOVALS PLAN - SECOND FLOOR -

B901 AREA 1

AD-804-02 FURNITURE REMOVALS PLAN - SECOND FLOOR -

B901 AREA 2

ARCHITECTURAL

A-801-02 FURNITURE PLAN - FIRST FLOOR OVERALL

A-802-02 FURNITURE PLAN - SECOND FLOOR OVERALL

A-803-02 FURNITURE PLAN - FIRST FLOOR - B902 AREA 1

A-804-02 FURNITURE PLAN - FIRST FLOOR - B902 AREA 2

A-805-02 FURNITURE PLAN - FIRST FLOOR - B902 AREA 3

A-806-02 FURNITURE PLAN - SECOND FLOOR - B902 AREA 1

A-807-02 FURNITURE PLAN - SECOND FLOOR - B902 AREA 2

A-808-02 FURNITURE PLAN - SECOND FLOOR - B902 AREA 3

DRAWING LIST - PHASE 3

T-102 PARTIAL TELECOMMUNICATIONS PLAN -FIRST

FLOOR

T-103 PARTIAL TELECOMMUNICATIONS PLAN - SECOND

FLOOR/ASSEMBLY

T-104 PARTIAL TELECOMMUNICATIONS PLAN - SECOND

FLOOR

T-111 PARTIAL ELECTRONIC SECURITY SYSTEM PLAN -

BASEMENT/FIRST FLOOR

T-112 PARTIAL ELECTRONIC SECURITY SYSTEM PLAN -

FIRST FLOOR

T-113 PARTIAL ELECTRONIC SECURITY SYSTEM PLAN -

SECOND FLOOR/ASSEMBLY

T-114 PARTIAL ELECTRONIC SECURITY SYSTEM PLAN -

SECOND FLOOR

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-503 SYSTEMS DETAILS

FOR REFERENCE

11 EXISTING WALL SECTIONS

12 EXISTING WALL SECTIONS

19 EXISTING FOUNDATION & FIRST FLOOR PLAN

DRAWING LIST - PHASE 3

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGENDS AND HVAC DESIGN CRITERIA

MD101 MECHANICAL DEMOLITION PLAN -FIRST FLOOR AREA

A

MD102 MECHANICAL DEMOLITION PLAN -FIRST FLOOR AREA

B

MD103 MECHANICAL DEMOLITION PLAN -SECOND FLOOR

AREA A

MD104 MECHANICAL DEMOLITION PLAN -SECOND FLOOR

AREA B

MH101 MECHANICAL HVAC PLAN -FIRST FLOOR AREA A

MH102 MECHANICAL HVAC PLAN -FIRST FLOOR AREA B

MH103 MECHANICAL HVAC PLAN -SECOND FLOOR AREA A

MH104 MECHANICAL HVAC PLAN -SECOND FLOOR AREA B

MH120 ROOF HVAC PLAN

MP101 MECHANICAL PIPING PLAN -FIRST FLOOR AREA A

MP102 MECHANICAL PIPING PLAN -FIRST FLOOR AREA B

MP103 MECHANICAL PIPING PLAN -SECOND FLOOR AREA A

MP104 MECHANICAL PIPING PLAN -SECOND FLOOR AREA B

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

M-401 MECHANICAL ENLARGED PLANS

M-402 MECHANICAL ENLARGED PLANS

M-403 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-604 MECHANICAL SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

M-704 CONTROLS

M-705 CONTROLS

M-706 CONTROLS

M-707 CONTROLS

M-708 CONTROLS

M-709 CONTROLS

M-710 CONTROLS

M-711 CONTROLS

M-712 CONTROLS

M-713 CONTROLS

M-714 CONTROLS

M-715 CONTROLS

M-716 CONTROLS

M-717 CONTROLS

M-801 MECHANICAL SCHEMATICS

M-802 MECHANICAL SCHEMATICS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL LEGEND

ESD101 ELECTRICAL DEMOLITION SITE PLAN

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION PLAN - BASEMENT/FIRST

FLOOR

ED102 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

ED103 ELECTRICAL DEMOLITION PLAN - SECOND

FLOOR/ASSEMBLY

ED104 ELECTRICAL DEMOLITION PLAN - SECOND FLOOR

E-101 PARTIAL LIGHTING PLAN - BASEMENT/FIRST FLOOR

E-102 PARTIAL LIGHTING PLAN - FIRST FLOOR

E-103 PARTIAL LIGHTING PLAN - SECOND

FLOOR/ASSEMBLY

E-104 PARTIAL LIGHTING PLAN - SECOND FLOOR

E-105 PHOTOMETRIC PLAN - FIRST FLOOR

E-106 PHOTOMETRIC PLAN - SECOND FLOOR

E-107 PHOTOMETRIC PLAN RESULTS

E-111 PARTIAL POWER PLAN - BASEMENT/FIRST FLOOR

E-112 PARTIAL POWER PLAN - FIRST FLOOR

E-113 PARTIAL POWER PLAN - SECOND FLOOR/ASSEMBLY

E-114 PARTIAL POWER PLAN - SECOND FLOOR

E-121 PARTIAL MECHANICAL POWER PLAN -

BASEMENT/FIRST FLOOR

E-122 PARTIAL MECHANICAL POWER PLAN - FIRST FLOOR

E-123 PARTIAL MECHANICAL POWER PLAN -SECOND

FLOOR/ASSEMBLY

E-124 PARTIAL MECHANICAL POWER PLAN - SECOND

FLOOR

E-131 LIGHTNING PROTECTION PLAN

E-401 ENLARGED ELECTRICAL ROOMS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 ELECTRICAL FEEDER SCHEDULES

E-602 ELECTRICAL ONE-LINE DIAGRAM

E-603 GROUNDING RISER DIAGRAM

E-611 LIGHT FIXTURE SCHEDULE

E-612 MECHANICAL EQUIPMENT SCHEDULE

E-621 PANELBOARD SCHEDULES

E-622 PANELBOARD SCHEDULES

E-623 PANELBOARD SCHEDULES

E-624 PANELBOARD SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS GENERAL NOTES,

ABBREVIATIONS & LEGEND

T-101 PARTIAL TELECOMMUNICATIONS PLAN -

BASEMENT/FIRST FLOOR

DRAWING LIST - PHASE 3

ARCHITECTURAL

A-101 PARTIAL FLOOR PLAN - BASEMENT/FIRST FLOOR

A-102 PARTIAL FLOOR PLAN - FIRST FLOOR

A-103 PARTIAL FLOOR PLAN - SECOND FLOOR/ASSEMBLY

A-104 PARTIAL FLOOR PLAN - SECOND FLOOR

A-105 PARTIAL REFLECTED CEILING PLAN - FIRST FLOOR

A-106 PARTIAL REFLECTED CEILING PLAN - FIRST FLOOR

A-107 PARTIAL REFLECTED CEILING PLAN - SECOND

FLOOR

A-108 PARTIAL REFLECTED CEILING PLAN - SECOND

FLOOR

A-109 PARTIAL ROOF PLAN

A-110 PARTIAL ROOF PLAN

A-201 ELEVATIONS - EXTERIOR

A-202 ELEVATIONS - EXTERIOR

A-203 ELEVATIONS - EXTERIOR

A-204 ELEVATIONS - EXTERIOR

A-205 ELEVATIONS - EXTERIOR

A-301 SECTIONS - BUILDING

A-302 SECTIONS- BUILDING

A-304 SECTIONS- WALL

A-305 SECTIONS- WALL

A-306 SECTIONS - WALL

A-307 SECTIONS - DETAILS

A-308 SECTIONS - DETAILS

A-309 SECTIONS - DETAILS

A-310 EXTERIOR DETAILS

A-401 ENLARGED PLANS- STAIRS & ELEVATOR

A-402 ENTRY STAIR DETAILS

A-403 ELEVATOR SECTION & DETAILS

A-404 ENLARGED PLANS AND ELEVATIONS

A-405 ENLARGED PLANS AND ELEVATIONS

A-406 ENLARGED PLANS AND ELEVATIONS

A-407 ENLARGED PLANS AND ELEVATIONS

A-408 ENLARGED PLANS AND ELEVATIONS

A-451 INTERIOR ELEVATIONS

A-501 EXTERIOR PLAN DETAILS

A-502 EXTERIOR PLAN DETAILS

A-503 EXTERIOR PLAN DETAILS

A-505 EXTERIOR DETAILS

A-551 DETAILS- INTERIOR

A-552 DETAILS - INTERIOR

A-601 SCHEDULE-DOORS AND TYPES

A-602 WINDOW LEGEND

A-603 SCHEDULE- ROOMS FINISH

A-604 SCHEDULE - ROOM FINISH (CONTINUED)

A-605 SIGNAGE PLANS

A-606 SIGNAGE PLANS

A-607 SIGNAGE TYPES

A-608 SIGNAGE SCHEDULES

A-701 PARTIAL FINISH PLAN

A-702 PARTIAL FINISH PLAN

A-703 PARTIAL FINISH PLAN

A-704 PARTIAL FINISH PLAN

A-801 FURNITURE PLAN - FOR REFERENCE ONLY

A-802 FURNITURE PLAN - FOR REFERENCE ONLY

A-901 EXTERIOR RENDERING - SOUTH ELEVATION

A-902 EXTERIOR RENDERING - WEST ELEVATION

A-903 EXTERIOR RENDERING - NORTH ELEVATION

FIRE PROTECTION

F-001 FIRE SUPPRESSION LEGEND AND GENERAL NOTES

FD101 FIRE SUPPRESSION DEMO - BASEMENT/FIRST

FLOOR

FD102 FIRE SUPPRESSION DEMO - FIRST FLOOR

FD103 FIRE SUPPRESSION DEMO - ASSEMBLY/SECOND

FLOOR

FD104 FIRE SUPPRESSION DEMO - SECOND FLOOR

F-101 FIRE SUPPRESSION PLAN - BASEMENT/FIRST FLOOR

F-102 FIRE SUPPRESSION PLAN - FIRST FLOOR

F-103 FIRE SUPPRESSION PLAN - SECOND

FLOOR/ASSEMBLY

F-104 FIRE SUPPRESSION PLAN - SECOND FLOOR

FIRE ALARM

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND AND

GENERAL NOTES

FA101 FIRE ALARM & MASS NOTIFICATION PLAN - FIRST

FLOOR

FA102 FIRE ALARM & MASS NOTIFICATION PLAN - FIRST

FLOOR/BASEMENT

FA103 FIRE ALARM & MASS NOTIFICATIONPLAN - SECOND

FLOOR/ASSEMBLY

FA104 FIRE ALARM & MASS NOTIFICATION PLAN - SECOND

FLOOR

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA502 CLEAN AGENT FIRE SUPPRESSION DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS

PD101 PLUMBING DEMOLITION PLAN -FIRST FLOOR AREA A

PD102 PLUMBING DEMOLITION PLAN -FIRST FLOOR AREA B

PD103 PLUMBING DEMOLITION PLAN -SECOND FLOOR AREA

A

PD104 PLUMBING DEMOLITION PLAN -SECOND FLOOR AREA

B

P-101 PLUMBING PLAN -FIRST FLOOR AREA A

P-102 PLUMBING PLAN -FIRST FLOOR AREA B

P-103 PLUMBING PLAN -SECOND FLOOR AREA A

P-104 PLUMBING PLAN -SECOND FLOOR AREA B

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 SANITARY WASTE & VENT RISER DIAGRAMS

P-902 DOMESTIC WATER RISER DIAGRAM

DRAWING LIST - PHASE 3

SITE / CIVIL STORM

C-001 SITE GENERAL INFORMATION

CD-101 DEMOLITION & REMOVALS PLAN

C-101 LAYOUT & MATERIALS PLAN

C-102 GRADING & STORM SYSTEM PLAN

C-103 STORM PROFILES

C-501 SITE DETAILS

V-101 BOUNDARY AND TOPOGRAPHIC SURVEY MAP

CIVIL UTILITY

CD-102 UTILITY DEMOLITION PLAN

C-110 UTILITY PLAN

C-201 SANITARY SEWER PROFILES

C-502 SITE DETAILS

STRUCTURAL

SD-101 DEMOLITION PLAN(s) SECTIONS AND DETAILS

S-101 PARTIAL FIRST FLOOR FRAMING PLAN AND GENERAL

NOTES

S-102 PARTIAL FIRST FLOOR FRAMING PLAN

S-103 PARTIAL SECOND FLOOR FRAMING PLAN

S-104 PARTIAL SECOND FLOOR FRAMING PLAN

S-301 SECTIONS AND DETAILS

S-302 SECTIONS AND DETAILS

S-303 NEW CANOPY FRAMING PLANS SECTIONS AND

DETAILS

S-304 TYPICAL NEW SLAB ON GRADE DETAILS /TYPICAL

COLD FORM FRAMING DETAILS AND NOTES

S-305 SUPPORT OF EXCAVATION DETAILS

S-306 SECTIONS AND DETAILS

S-307 SECTIONS AND DETAILS

ARCHITECTURAL DEMOLITION

AD-101 PARTIAL DEMOLITION PLAN - BASEMENT/FIRST

FLOOR

AD-102 PARTIAL DEMOLITION PLAN - FIRST FLOOR

AD-103 PARTIAL DEMOLITION PLAN - SECOND

FLOOR/ASSEMBLY

AD-104 PARTIAL DEMOLITION PLAN - SECOND FLOOR

AD-105 PARTIAL DEMOLITION CEILING PLAN - FIRST FLOOR

AD-106 PARTIAL DEMOLITION CEILING PLAN - FIRST FLOOR

AD-107 PARTIAL DEMOLITION CEILING PLAN - SECOND

FLOOR

AD-108 PARTIAL DEMOLITION CEILING PLAN - SECOND

FLOOR

AD-109 PARTIAL DEMOLITION PLAN - ROOF

AD-110 PARTIAL DEMOLITION PLAN - ROOF

AD-201 DEMOLITION ELEVATIONS- EXTERIOR

AD-202 DEMOLITION ELEVATIONS- EXTERIOR

AD-203 DEMOLITION ELEVATIONS- EXTERIOR

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

EXTEND ALL MATERIALS

TO UNDERSIDE OF

DECK/SLAB

_A

EXTEND GB MATERIAL

ABOVE CLG & BRACE

STUDS AT STRUCT ABOVE,

AS REQD.

AT INSULATED WALLS

PROVIDE 2-1/2" BATT

INSULATION MIN 24" TO EA

SIDE OF WALL.

_B

CLG

24" MIN 24" MIN

CLG 6"

EXTEND GB MATERIAL

ABOVE CLG & BRACE

STUDS AT STRUCT ABOVE,

AS REQD TO PROVIDE

STABILITY

_C

CLG 6"

STOP GB ABOVE CLG ONE

SIDE; EXTEND ALL OTHER

MATERIALS TO

UNDERSIDE OF

DECK/SLAB

_D

CLG 6"

LOW WALL, SEE

DWGS FOR HT

_E

CLG

VA

R

IE

S

BULKHEAD CONDITIONS

VARY- SEE DWGS FOR

DETAILS. BRACE

STUDS AT STRUCT

ABOVE, AS REQD TO

PROVIDE STABILITY,

CONTINUE BULKHEAD

CONSTRUCTION TO

DECK ABOVE

_F

CLG

BULKHEAD

CONDITIONS VARY-

SEE DWGS FOR

DETAILS. BRACE

STUDS AT STRUCT

ABOVE, AS REQD TO

PROVIDE STABILITY

_G

CLG

VA

R

IE

S

CLG

1A

CONSTRUCTION TYPES :

HEIGHT TYPES :

ADDITIONAL RELATED NOTES:

SEE "GENERAL NOTES"

SEE SPECIFIC NOTES ON PLANS AND

DETAILS; SEE SPECIFICATIONS

TEST DESIGNATIONS :

UL= UNDERWRITERS LABORATORIES

OSU= OHIO STATE UNIVERSITY

UC= UNIVERSITY OF CALIFORNIA

ALPHABET SUFFIX DESIGNATES

PARTITION HEIGHT NOTED BELOW

NUMERAL PREFIX DESIGNATES PARTITION

CONSTRUCTION NOTED ABOVE

GENERAL NOTE:

WHERE STOREFRONT, DOOR, AND WINDOW

SYSTEMS ARE INDICATED, WALL

CONSTRUCTION SHALL CONTINUE ABOVE THE

OPENING. MATCH CONSTRUCTION TYPE AND

HEIGHT TAGGED ADJACENT TO OPENING.

4 1/4"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

5/8" GWB- TYPE X

TYPE 1

RATING = ---

TEST = ---

STC = ---

7 1/4"

6" METAL STUDS- 20 GAUGE AT

16" O.C.

TYPE 3

RATING = ---

TEST = ---

STC = ---

5/8" GWB- TYPE X

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

TYPE 4

RATING = 2 HR

TEST = UL-U419

STC = ---

1_

3_

4_

4 7/8"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

5/8" GWB- TYPE X

TYPE 2

RATING = ---

TEST = ---

STC = ---

5/8" GWB- TYPE X

2_

3 1/8"

2-1/2" METAL STUDS- 20 GAUGE

AT 24" O.C.

TYPE 5

RATING = ---

TEST = ---

STC = ---

5/8" GWB

5_

TYPE 6

RATING = ---

TEST = ---

STC = ---

6_

1 LAYER 5/8" GWB LAMINATE TO EXIST

VERTICAL SURFACE

EXIST

1 LAYER 5/8" TILE BACKER BOARD

AT TOILET/SHOWER ROOMS

3" SOUND BATTS

7 1/4"

6" METAL STUDS- 20 GAUGE AT

16" O.C.

TYPE 8

RATING = 1 HR

TEST = UL-U419

STC = 56

5/8" GWB- TYPE X

5/8" GWB- TYPE X

8_

4 7/8"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

TYPE 7

RATING = 1 HR

TEST = UL-U419

STC = 49

5/8" GWB- TYPE X

5/8" GWB- TYPE X

3" SOUND BATTS7_

8" CONCRETE MASONRY UNIT

RATING = 1 HR

TEST = UL-U906

STC = ---

7 5/8"

NOTES:

1. GROUND FACE FINISH (TAG SIDE)

2. SEE STRUCTURAL DWGS FOR

HORIZONTAL JOINT REINFORCEMENT

3. GROUND FACE CONCRETE

MASONRY SHALL REMAIN EXPOSED

AND RECEIVE SEALER SLR-908

9_

3" SOUND BATTS

7 1/4"

6" METAL STUDS- 20 GAUGE AT

16" O.C.

TYPE 11

11_

TYPE 9

5/8" GWB

5/8" GWB

RATING = ---

TEST = UL - TBD

STC = TBD

4 7/8"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

TYPE 10

3" SOUND BATTS10_

5/8" GWB

5/8" GWB

RATING = ---

TEST = UL - TBD

STC = TBD

4 1/4"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

TYPE 12

RATING = ---

TEST = ---

STC = ---

12_

1 LAYER 5/8" TILE BACKER BOARD

AT TOILET/SHOWER ROOMS

5/8" GWB

(2) LAYERS 5/8" GWB - TYPE X

(EACH SIDE)

NOTE: SINGLE LAYER GWB EA SIDE AND

WALL FRAMING IS EXISTING IN LOCATIONS;

COORDINATE WITH DEMOLITION DRAWINGS

AND FLOOR PLANS

NOTE

SEE

WHERE INDICATED IN PLAN,

PROVIDE EXPANDED WIRE MESH

WHERE INDICATED IN PLAN,

PROVIDE EXPANDED WIRE MESH

B

4" 1"

5/ 8"

1/

2" 5/

8"

SE

E

PL

AN

2"

33 ACTUAL FACE

OF MASONRY

NOMINAL

DIMENSION

FROM PLAN

1/2" JT WIDTH

FACE OF

FINISHED

SURFACE

FROM PLAN

NOMINAL DIM

FROM PLAN

NOMINAL OPENING

1' A B

FOR DOOR OPENING

INFORMATION SEE

DOOR SCHEDULE

WP

A-101

2"

7'-4" 4'-8"

3' -0

WP

2'-2"

FINISHED

FACE OF

NON-

MASONRY

WALL

NOMINAL

FACE OF

MASONRY

WALL

3 B

6 A

6 A

1 A

B6

A-001

1' -4

ELEV SECTION

8" 1'

-4

2' -0

TOP OF MASONRY

UNIT BEYOND

ACTUAL FACE

OF MASONRY

F R

O M

E

LE

V A

T

IO

N

D2

G-003

NON-RATED PARTITION PARALLEL TO EXIST CONC TEES

EXIST CONC TEE STRUCTURE

(BOTTOM OF TEE OR BOTTOM

OF COFFER) VERIFY IN FIELD.

ANCHOR GWB

BELOW RUNNER

DO NOT ATTACH

TO RUNNER.

NON-RATED PARTITION PERPENDICULAR TO EXIST

CONC TEES

1/ 2"

3" 3"

3/ 8"

-1 /2

STD 1"-1 1/4" LEG

RUNNER TRACK.

2 1/2" DEEP LEG

DEFLECTION TRACK

ANCHORED TO PLATE.

STL STUD SEE

PTN TYPE FOR

GA & SPACING.

VERIFY DIM

EXISTING CONC TEE

STRUCTURE.

3/ 8"

ACOUSTICAL

SEALANT (TYP).

CONTINUE PTN AROUND

CONC COFFERS.

PROVIDE 5/8" GWB OVER 1 5/8" MTL

STUDS AT LOCATIONS WHERE PTN

IS CLOSE TO CONC TEE AND FULL

HEIGHT GWB IS NOT REACHABLE.

SEALANT.

1 2 3 4 5

A

B

C

D

SHEET ID

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

P O

N D

J O

B

S

IZ

E

A N

S I D

F

IL

E N

A M

E

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

D E

S C

R

IP

T

IO

N M

A R

K

Q P

K D

E S

IG

N

S o u th

S a lin a S tr e e t

S u ite

B o x

S yr a c u s e

-0

Q P

K J

O B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

D A

T E

/6

/2

:4

:0

P M

B

IM

/1

N

Y A

N G

N ia g a ra

F a lls R e p a ir O

T

F a c ili ty /1

N

Y A

N G

N

IA

G

A R

A A

R C

H v

.r v t

G-003

G E

N E

R A

L I

N F

O R

M A

T

IO

N

R E

N O

V A

T E

O P

E R

A T

IO

N

S A

N D

T R

A

IN

IN

G

F A

C

IL

IT

Y

B

U

IL

D

IN

G

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D N

IA

G

A R

A F

A L

L S

A

IR

R E

S E

R V

E S

T A

T

IO

N

J M

L

J S

P

J M

L

SCALE:

A4

PARTITION TYPES

1" = 1'-0"

DIMENSIONING LEGEND NOTES

NUMBER DIM LEGEND NOTE

1 MASONRY PLAN DIMENSIONS AT SCALES NOT SHOWING INDIVIDUAL MODULES ARE TO NOMINAL FACE OF MASONRY

2 NON MASONRY DIMENSIONS ARE TO FINISHED FACE OF MATERIAL UNLESS NOTED OTHERWISE

3 MASONRY ON DRAWINGS SHOWN WITH INDIVIDUAL MODULAR UNITS ARE DIMENSIONED TO ACUTAL SIZE, AND WHERE

SHOWN INCLUDE REFERENCES TO MODULAR DIMESIONS.

4 MASONRY COURSING LINES IN ELEVATON REPRESENT NOMINAL DIMENSIONS. VERTICAL JOINTS ARE DIMENSIONSED TO CENTERLINE OF JOINT. HORIZONTAL JOINTS ARE DIMENSIONSED TO TOP OF MASONRY IN ELEVATION AND IN SECTION.

5 DIMENSIONS ARE FROM STRUCTURAL COLUMN CENTERLINES, UNO.

6 AT INTERSECTION OF DIFFERENT PARTITION TYPES, CONTINUE PARTITION OF GREATER FIRE RATING THROUGH

INTERSECTION UNO.

7 REFER TO PARTITION SCHEDULE FOR PARTITION THICKNESS AND HEIGHT.

8 NON-ARCHITECTURAL DISCIPLINE INFORMATION IF SHOWN IS FOR REFERENCE ONLY. OBJECTS AND INFORMATION SHOWN

MAY NOT BE ALL INCLUSIVE. REFER TO APPROPRIATE DISCIPLINE FOR INFORMATION.

9 REFER TO WORKPOINTS WHERE SHOWN FOR ELEMENTS PLACED ON NON-PARALLEL OR NON-PARALLEL RELATIONSHIPS.

WORKPOINTS MAY ALSO BE SHOWN AS LAYOUT STARTING POINTS IN ORDER TO MAINTAIN CORRECT RELATIONSHIPS

BETWEEN ELEMENTS.

GENERAL NOTES-ARCHITECTURE

NUMBER GENERAL NOTES

1 SEE STRUCTURAL DRAWINGS FOR WIND, SNOW, SEISMIC AND OTHER STRUCTURAL LOAD INFORMATION

2 SEE "REGULATORY PLAN" FOR REGULATORY INFORMATION AND UL ASSEMBLY DESIGNATIONS FOR FIRE RATED STEEL

STRUCTURE AND FLOOR ASSEMBLIES.

3 ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND ACCEPTED INDUSTRY

STANDARDS.

4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR

ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT.

6 MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH OWNER AND ARCHITECT AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

7 COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL &

HAZARDOUS MATERIALS.

8 ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES.

9 CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER INSTALLATION OF

WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

10 DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

11 PROVIDE 5/8" TILE BACKER BOARD AT BATHROOMS AND SHOWERS.

12 PROVIDE FINISH ON TAGGED SIDE FOR WALLS WITH ONLY ONE FINISHED SIDE.

13 ALL CONCRETE MASONRY IN PUBLIC AREAS INCLUDING CORRIDORS, RESTROOMS, CONFERENCE ROOMS, OPEN OFFICE AREAS, AND ENCLOSED OFFICES SHALL BE COVERED WITH (1) LAYER OF 5/8” GWB UNLESS NOTED OTHERWISE.

SCALE:

B2

DIMENSIONING GUIDE DETAIL

1 1/2" = 1'-0"

SCALE:

A2

DIMENSIONING GUIDE PLAN

1/2" = 1'-0"

SCALE:

D2

DIMENSIONING GUIDE ELEV/SECTION

1" = 1'-0"

SCALE: 3" = 1'-0"

A1

TYP DEFELECTION TRACKS - CONC DECK

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

1 2 3 4 5

A

B

C

D

SHEET ID

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

P O

N D

J O

B

S

IZ

E

A N

S I D

F

IL

E N

A M

E

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

D E

S C

R

IP

T

IO

N M

A R

K

Q P

K D

E S

IG

N

S o u th

S a lin a S tr e e t

S u ite

B o x

S yr a c u s e

-0

Q P

K J

O B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

D A

T E

/6

/2

:4

:0

P M

B

IM

/1

N

Y A

N G

N ia g a ra

F a lls R e p a ir O

T

F a c ili ty /1

N

Y A

N G

N

IA

G

A R

A A

R C

H v

.r v t

G-004

R E

G U

L A

T O

R Y

S U

M M

A R

Y

R E

N O

V A

T E

O P

E R

A T

IO

N

S A

N D

T R

A

IN

IN

G

F A

C

IL

IT

Y

B

U

IL

D

IN

G

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D N

IA

G

A R

A F

A L

L S

A

IR

R E

S E

R V

E S

T A

T

IO

N

J M

L

J S

P

J M

L

Code Compliance and Life Safety

Applicable Codes (As referenced by UFC 1-200-01 – 2016) IBC 2015 Building Code (modified per the UFC).

IEBC 2015 Existing Building Code (modified per the UFC).

IFGC International Fuel Gas Code (NFPA 54 and NFPA 58).

IMC International Mechanical Code (UFC 3-410-01).

IPC International Plumbing Code (UFC 3-420-01).

IFC International Fire Code (UFC 3-600-01 with NFPA 101-2015 references).

IECC International Energy Conservation Code (UFC 1-200-02 with ASHRAE 90.1 and 189.1 references).

NFPA 70 (UFC 3-501-01).

General:

a. The original exterior wall construction consisted of a non-insulated masonry cavity wall construction (brick veneer and concrete masonry backup). Steel framed awning windows extended from the top of masonry construction between 4’-8” to 6’-0” and the concrete floor system above, at times exceeding 12’-0”.

b. The large areas of windows were installed later with a combination of aluminum awning style ribbon windows and infill construction in 1991. The infill construction along with the existing brick construction was covered with a non-draining exterior insulation finish system that currently exists.

c. Existing floors are concrete

d. The existing roof is nearing the end of its serviceable life. Existing roof insulation will be removed and replaced with tapered roof insulation complying with energy codes and unified facilities criteria (increased roof slope). A single ply roof membrane will be installed. Existing gutters and downspouts will be replaced with a scupper and downspout system integral to the building facade.

Proposed modification summary:

a. The existing EIFS system will be removed in its entirety and replaced with fiber cement and single skin metal panels. This rainscreen will be installed over rigid insulation with an integral weather barrier. Cold formed metal framing will be used as a backup wall assembly behind the insulation and rainscreen system.

b. Doors, Door Hardware and windows: Door hardware will be provided to meet the functional needs of the end users and accessibility standards. Access control hardware will be provided at exterior doors, and demarcations between public, and work spaces. High security, and access control hardware will be provided at open storage secret areas (command post entrance). The existing window and door systems will be replaced with thermally broken insulated glazing and framing systems.

c. Interior spaces will be reconfigured to improve circulation and functionality of the building. Occupancy use and classifications will remain unchanged, but areas allocated for each may vary from the existing.

d. Finishes: All existing floor finishes will be removed or abated (some may contain asbestos), and all existing ceilings will be replaced.

e. An elevator will be added as part of this project with a re-built stair reconstructed around the elevator shaft. Additional egress from second floor spaces will be provided by two

(2) enclosed egress stairs at the east and west ends of the building.

Classification of Work:

IEBC: Section 505 - Alteration, Level 3 NFPA 101 (2015): Chapter 43 Building Rehabilitation Section 43.5.2 - Extensive Modification & 43.6 Reconstruction UFC 3-600-01 Chapter 34 All new construction shall comply with requirements for new construction. The existing exit stairs are enclosed.

Compliant with the requirements for existing construction and will not be modified.

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION Section 4.1.1 Buildings and structures will be classified according to their type of construction, which shall be based upon one of five basic construction types designated as Type I, Type II, Type III, Type IV, and Type V, with fire resistance ratings not less than those specified in Table

4.1.1 and Sections 4.3 through 4.6 and with fire resistance ratings meeting the requirements of Chapter 5.

Table 4.1.1 Fire Resistance Ratings for Type I through V Construction

Existing building Type IIb Ext Brg Walls supporting 1 floor or more, columns or other bearing walls - 0 hours Columns, Ext and Interior Walls supporting roof only - 0 hour Interior Brg Walls supporting 1 floor or more, columns or other bearing walls - 0 hour Columns supporting 1 floor or more, cols or other brg walls - 0 hours Beams, arches, girders supporting 1 floor or more, columns or other brg walls - 0 hours Floor/ Ceiling Assemblies - 0 hour* Roof/ Ceiling Assemblies - 0 hour Exterior Non-Bearing Walls - 0 hour

* Note: Existing floors are concrete 2 ½” thick in its thinnest dimension (no rating)

Section 4.3.2.12 Exterior Non-Bearing Walls shall be constructed of noncombustible materials, limited combustible materials, or materials specified in 4.3.2.12.1 or 4.3.2.12.2.

Note: Exterior non-bearing walls are constructed of non-combustible materials.

Table A.4.1.1 Cross Reference of Building Construction Types NFPA: II (000) = IBC: IIB

Code and Life Safety Analysis UFC 3-600-01 Referenced Code Requirements:

Section 3-2.1.2 dictates that the IBC must be utilized to determine the occupancy classification as it relates to allowable construction type, building height, building area, building separation distance, occupancy separation and associated requirements.

Section 3-3.1.1 dictates that NFPA 101 must be utilized to determine the occupancy classification as it to fire/smoke resistance rating of interior non-load bearing partitions (other than occupancy separation), means of egress, interior finish, features of fire protection (including vertical openings) and associated requirements.

General Building Heights: Use IBC Chapter 5 and UFC 3-600-01. UFC 3-600-01 gives direction concerning the requirements for fire-rated partitions. Note that the building area for funding and planning purposes is calculated differently than the method defined in IBC Chapter 5 for code compliance calculation.

Means of Egress: Do not use IBC Chapter 10, except when referenced by US Access Board, Architectural Barriers Act (ABA) Standards. Use UFC 3-600-01 in lieu of IBC Chapter 10. Where the ABA Standards reference the previous versions of the IBC, the applicable requirements of the 2015 IBC are acceptable.

Accessibility: Do not use IBC Chapter 11. Use the ABA Standards and the special provisions of the Department of Defense Deputy Secretary of Defense Memorandum Subject: Access for People with Disabilities, October 31, 2008. Refer to Appendix A for a link to the ABA Standards and the DoD policy memorandum. Where the ABA Standards reference the previous versions of the IBC, the applicable requirements of the 2015 IBC are acceptable.

Fire area and Building Height:

Construction Type: Based on review of existing building documents, it appears that the building elements listed in NFPA 220 Table 4.1.1 do not meet ratings equal to or greater than those listed in the Table for any other type except II (0). The proposed construction shall meet the minimum rating requirements for the elements identified in NPFA 220 Table 4.4.1 for this construction type.

Based on the information above, the NFPA 101 Construction Type is considered to be a Type II (0). The equivalent IBC Table 601 Type of Construction classification is a Type IIB.

Building Area Information:

First Floor Area = 23,873 SF Second Floor Area = 16,961 SF Total Area = 40,834 SF

Multiple Occupancies: Although NFPA 101 part 6.1.14.1.3 states that incidental Business or Storage uses are considered to be part of the predominant occupancy, UFC 3-600-01 Section 3-2.1.2 dictates that the IBC must be utilized to determine the occupancy classification as it relates to allowable construction type, building height, building area, building separation distance, occupancy separation and associated requirements. IBC occupancy classifications are as follows:

• Assembly Group A-3 (Lecture Halls, large classrooms, Conference Rooms).

• Business Group B (Offices, Educational for students above the 12th grade).

• Storage Group S (S-1 moderate hazard and S-2 low hazard) – less than 10%.

• Accessory storage spaces less than 100 square feet are classified as Group B.

§BC303.1.2 Small assembly spaces.

The following rooms and spaces shall not be classified as Assembly occupancies:

• A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy.

• A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy.

IBC Part 504: Building Height and Number of Stories

• 504.2 Mixed occupancy. In a building containing mixed occupancies in accordance with Section 508, no individual occupancy shall exceed the height and number of story limits specified in this section for the applicable occupancies.

IBC Fire Area: With a Construction Type of IIB; Sprinklered:

• Allowable Fire Area (A-3) CONTROLLING USE: 28,500 SF per floor x (2) floors = 57,000 SF - Complies

• Allowable Fire Area (B): 69,000 SF

• Allowable Fire Area (S-1): 144,000 SF

Note: NFPA 101 Part 6.1.14.1.3 allows the Storage occupancies to be considered as incidental and is considered to be part of the predominant Business Group B occupancy.

IBC Sections 508 and 509 identifies mechanical and electrical rooms as incidental and storage rooms as accessory as long as each does not exceed 10% of the floor area.

Building Height: Based on UFC 3-600-01 Part 3-3.1.2, where specific criteria is provided in NFPA 101 related to occupancy location within a building (i.e. story), the project shall conform to the requirements of NFPA 101 based on the equivalent construction type.

NFPA 101

Table 12.1.6 and 13.1.6 (assembly): Construction Type II (0); sprinklered = 2 stories X4 note applies: Permitted for an assembly limited to an occupant load of 300 or less (on the 2nd floor).

Assembly functions are not permitted on 3rd floor.

CHAPTER 38:

New Business Occupancies: (Applicable to all new construction)

General:

• 38.1.1.5 Additions to existing buildings shall conform to the requirements of 4.6.7. Existing portions of the structure shall not be required to be modified, provided that the new construction has not diminished the fire safety features of the facility.

Areas of Refuge:

• 38.2.2.12.2 In buildings protected throughout by an approved, supervised automatic sprinkler systemin accordance with 9.7.1.1 (1), two rooms or spaces separated by each other by smoke resistant partitions in accordance with the definition of area of refuge in 3.3.22 shall not be required.

Arrangement of Means of Egress:

• 38.2.5.2.1 Dead-ends shall not exceed 50 feet in a building protected throughout with an approved supervised automatic sprinkler system. (Assembly use dictates @ 20’-0” max). - Complies

• 38.2.5.3.1 Common path of travel shall not exceed 100 feet in a building protected throughout with an approved supervised automatic sprinkler system per 9.7.1.1 (1). (Assembly use dictates; see section 12.2.5.1.2). - Complies

• 38.2.6.3 Travel distance shall not exceed 300 feet in a building protected throughout with an approved supervised automatic sprinkler system.

(Assembly use dictates @ 250’-0” max).

General:

• 38.3.1.1(4) – Exit access stairs in accordance with 38.2.4.6 shall be permitted to be unenclosed.

• 38.3.6 Corridors. Item #3: (Corridors and lobby protection shall not be required) … within buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1 (1).

CHAPTER 12:

New Assembly Occupancies: (Applicable to all new construction)

Assembly Egress Travel Distances:

• 12.1.3.3 Simultaneous Occupancy. Exists shall be of sufficient capacity for simultaneous occupancy of both the assembly occupancy and other parts of the building, except where the AHJ determined that the conditions are such that simultaneous occupancy will not occur. Proposed plan is to accommodate simultaneous occupancy.

• Capacity of Means of Egress Elements; Table 12.2.3.2 – Stairs = 0.3”per occupant; doors = 0.22” per occupant.

Main Entrance/ Exit:

• 12.2.3.6.2 Main Entrance/ Exit, in assembly occupancies other than dance halls, discotheques, nightclubs, the main entrance/exit shall be of a width that accommodates one-half of the total occupant load.

• 12.2.3.6.3 The main entrance/ exit shall be at the level of exit discharge or shall connect to a stairway or ramp leading to a street.

Arrangement of Means of Egress:

• 12.2.5.1.2 A common path of travel shall be permitted for the first 20 feet from any point where the common path serves any number of occupants, and for the first 75 feet from any point where the common path serves not more than 50 occupants.

• 12.2.5.2.3 Dead-end corridors shall not exceed 20’-0”.

Travel Distances to Exits:

• 12.2.6.2 (1) Exits shall be arranged so that the total length of travel from any point to reach an exit shall not exceed 250 feet in any assembly occupancies protected throughout with an approved, supervised automatic sprinkler system.

General:

• 12.3.1(3) – Assembly occupancies protected by an approved, supervised automatic sprinkler system in accordance with Section 9.7 shall be permitted to have unprotected vertical openings between any two adjacent floors, provided that such openings are separated from unprotected vertical openings serving other floors by a barrier complying with 8.6.5.

• 12.3.6 Corridors. Item #1: Corridors and lobby protection shall not be required in buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.

NFPA 101 (2015) - Chapter 7 Means of Egress:

Exits:

Section 7.1.3.2.1: Where this code requires an exit to be separated from other parts of the building, the separating construction shall meet the requirements of 8.2 and the following:

• Minimum of 1-hour fire resistance rating where the exit connects 3 or fewer stories.

• The separation shall be supported by construction having 1 hour construction.

Section 7.2.1.4.2: Door Leaf Swing Direction. Door leaves required to be of the side-hinged or pivoted-swinging type shall swing in the direction of egress travel under any of the following conditions:

• Where serving a room or area with an occupant load of more than 50.

• Where the door assembly is used in an exit enclosure, unless the door opening serves an individual living unit that opens directly into an exit enclosure.

Section 7.2.12 Areas of Refuge

7.2.12.1 General

7.2.12.1.1 An area of refuge used as part of a required accessible means of egress in accordance with 7.5.4; consisting of a story in a building that is protected throughout by an approved, supervised automatic sprinkler system in accordance with section 9.7; and having an accessible story that is one or more stories above or below a story of exit discharge shall meet the folling criteria:

(1) Each elevator landing shall be provided with a two-way communication system for communication between the elevator landing and the fire command center or a central control point approved by the authority having jurisdiction.

(2) Directions for the use of the two-way communication system, instructions for summoning assistance via the two-way communication system, and written indentification of the location shall be posted adjacent to the two-way communication system.

(3) The two-way communication system shall include both audible and visible signals.

Egress Capacity:

Section 7.3 Capacity of Means of Egress: Table 7.3.1.2 Occupant Load Factor

• Assembly without fixed seats; unconcentrated: 15 net

• Business Use (non-concentrated): 100 gross

• Educational (Classrooms): 20 net

• Storage/ Mechanical rooms 300 gross

• Occupant Load Calculations:

• First Floor/Basement Occupant Load (Business) = 229 occupants

• First Floor/Basement Occupant Load (Assembly)= 95 occupants

• Second/Assembly Floor Occupant Load (Business) = 119 occupants

• Second/Assembly Floor Occupant Load (Assembly)= 326 occupants

• Total Occupant Load = 769 occupants - Complies

Number of Exits:

Section 7.4.1.1: The number of means of egress … shall not be less than 2.

Section 7.4.1.2: Occupant load of 500 but not more than 1000 = Not less than (3). (6) exits provided - Complies

• Egress Capacity requirements and width of egress components will dictate.

• 7.3.1.4 Exits Serving More than One Story. Where an exit serves more than one story, only the occupant load of each story considered individually shall be used in computing the required capacity of the exit at that story, provided that the required egress capacity of the exit is not decreased in the direction of egress travel.

Table 7.3.3.1 Capacity Factors Stairways = 0.3 inches per person.

Level Components and Ramps = 0.2 inches per person

See code plans for specific exiting requirements - building complies.

Arrangement of Means of Egress:

• 7.5.1.3.1 Where more than one exit, exit access, or exit discharge is required from a building or portion thereof, such exits, exit accesses, or exit discharges shall be remotely located from each other and be arranged to minimize the possibility that more than one has the potential to be blocked by any one fire or other emergency condition.

Accessible Means of Egress:

• 7.5.4.1 Areas accessible to people with sever mobility impairment shall not have less than two accessible means of egress, unless otherwise provided in

7.5.4.1.2 through 7.5.4.1.4.

• 7.5.4.3 Each required accessible means of egress shall be continous from each accessible occupied area to a public way or area of refuge

• in accordance with 7.2.12.2.2.

• 7.5.4.9 An area of refuge used as part of a required accessible means of egress shall be in accordance with 7.2.12

Exit Discharge:

• 7.7.1 Exits shall terminate directly, at a public way or at an exterior exit discharge, unless otherwise provided in 7.7.1.2 through 7.7.1.4.

• 7.7.2 Exit discharge trough interior building areas – not more than 50% of the required number of exit stairs shall be permitted to discharge through the interior of the building areas provided that all of the following are met.

• Each level of exit discharge shall discharge directly outside at finished ground level.

• The interior exit discharge shall lead to a free and unobstructed way to the exterior of the building, and such way shall be readily visible and identifiable from the point of discharge to the exit.

• The interior exit discharge shall be protected and separated from areas below.

Fire Separation/ Enclosures:

• 7.2.2.5.1.1 Enclosures – all inside stairs serving as an exit or exit component shall be enclosed in accordance with 7.1.3.2.

• 7.1.3.2.1 – Where this code requires an exit to be separated from other parts of the building, the separation construction shall meet the requirements of Section 8.2 and the following:

• The separation shall have a minimum of 1-hour fire resistive rating where the exit connects 3 or fewer stories.

• The separation shall be supported by construction of 1-hour rating.

• 7.2.6.3 Exit passageway that serves as an exit discharge from a stair enclosure shall not have less than the same fire resistance rating and opening protections as the stair enclosure.

• 8.6.8 Two-story openings with partial enclosure: A vertical opening serving as other than an exit enclosure, connecting only two adjacent stories and piercing only one floor, shall be permitted to be open to one of the two stories (complies).

Fire Alarms and Systems:

Fire Fighting Apparatus Access:

Fire Hydrants:

UFC 3-600-01 Part 9-3.5.8.1 dictates that a sufficient number of hydrants must be provided so that Fire Flow can be met without taking more than 1,250 gpm (4,740 L/min) from any single hydrant.

• All parts of the Facility exterior must be within 350 feet (106 m) of a hydrant with consideration given to accessibility and obstructions and be located with consideration given to emergency vehicle access.

• At least one hydrant must be located within 150 feet (45 m) of the fire department connection.

Standpipes:

• UFC 3-600-01 Part 9-10.2.2: For Facilities less than four stories in height, Class I standpipe systems must be provided when the distance from any exterior door to any portion of the building (on any floor) exceeds 450 feet (140 m).

Sprinkler Systems:

9-7.1.1 Automatic sprinkler systems must comply with NFPA 13, except where specifically modified by this UFC. Proposed building renovation will include an automatic sprinkler system.

Fire Alarm Systems:

39.3.4 A fire alarm system in accordance with 9.6 shall be provided in all business occupancies where any one of the following conditions exists:

• The building is more than 3 stories in height.

• The occupancy is subject to 100 or more occupants above or below the level of exit discharge.

9.6.2.3 Manual Fire Alarm box shall be provided as follows, unless modified by other parts of this Code:

(2) For existing alarm system installations, the manual fire alarm box shall either be provided in the natural exit access path near each required exit or within 60 inches of exit doorways.

Portable Fire Extinguishers:

UFC 3-600-01 Part 9-17.1 States that general purpose portable fire extinguishers are not required when the Facility is provided with complete automatic sprinkler protection and a fire alarm system in accordance with this UFC. If it is decided to provide portable fire extinguishers, they will be provided in accordance with NFPA 10 as follows:

• Maximum Travel = 75’-0”

• Max Floor Area per Unit of A = 3,000 sf for light hazard; 1,500 sf for ordinary hazard.

Max Floor Area per Extinguisher = 11,250 sf

IBC - Chapter 29: Plumbing Facilities Table BC2902.1 Minimum Number of Required Plumbing Fixtures:

A-3 Occupancy:

Men: WC: 1 per 75, Lav: 1 per 200 Women: WC:1 per 75; Lav: 1 per 200

B Occupancy:

Men: WC: 1 per 25 for the 1st 50; 1per 50 for the remainder above 50; Lav: 1 per 40 for the 1st 80; 1 per 80 for the remainder above 80.

Women: WC: 1 per 25 for the 1st 50; 1per 50 for the remainder above 50; Lav: 1 per 40 for the 1st 80; 1 per 80 for the remainder above 80.

Occupant Loads and associated required fixtures:

A-3 Assembly; Occupant total = 181 (91 Men, 91 Women)

• Men WC = 1.21 (2)

• Women WC = 1.21 (2)

• Men Lav = 0.46 (1)

• Women Lav = 0.46 (1)

Business; Occupant total = 221 occupants (111 Men, 111 Women)

• Men WC = 3

• Women WC = 3

• Men Lav = 2

• Women Lav = 2

PC419.2 Substitution for water closets. In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets in assembly and educational occupancies. Urinals shall not be substituted for more than 50 percent of the required water closets in all other occupancies.

Chapter 9 Building Service and Fire Protection Equipment

• 9.6 Fire Detection, Alarm, and Communication Systems.

• 9.6.1.3 Fire alarm systems required by this code shall be installed, tested, and maintained in accordance with the applicable requirements of NFPA 70, National Electric Code, and NFPA 72 unless it is an approved existing installation which shall be permitted to be continued in use.

• 9.6.2.3 Manual Fire Alarm box shall be provided as follows, unless modified by other parts of this Code:

• (2) For existing alarm system installations, the manual fire alarm box shall either be provided in the natural exit access path near each required exit or within 60 inches of exit doorways.

• 9.6.3.5.3 Existing alarm systems shall not be required to comply with the provision for visible signals.

ABA Accessibility Standards:

General Requirements:

• F206.2.3 Multi-Story Buildings and Facilities. At least one accessible route shall connect each story and mezzanine in multi-story buildings and facilities.

• Accessible Means of Egress; F207.1 General. Means of egress shall comply with section 1003.2.13 of the International Building Code (2000 edition and 2001

Supplement) or section 1007 of the International Building Code (2003 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1).

• 402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4.

Parking/ Loading Zones:

• Parking Spaces: F208.1 General. Where parking spaces are provided, parking spaces shall be provided in accordance with F208.

• EXCEPTION: Parking spaces used exclusively for buses, trucks, other delivery vehicles, law enforcement vehicles, or vehicular impound shall not be required to comply with F208 provided that lots accessed by the public are provided with a passenger loading zone complying with 503.

• Passenger Loading Zones; F209.2.1 Passenger Loading Zones. Passenger loading zones, except those required to comply with F209.2.2 and F209.2.3, shall provide at least one passenger loading zone complying with 503 in every continuous 100 linear feet (30 m) of loading zone space, or fraction thereof.

Toilet and Bathing Rooms:

• Toilet and Bathing Rooms; F213.2. Where toilet rooms are provided, each toilet room shall comply with 603. Where bathing rooms are provided, each bathing room shall comply with 603.

• Toilet Compartments; F213.3.1. Where toilet compartments are provided, at least one toilet compartment shall comply with 604.8.1. In addition to the compartment required to comply with 604.8.1, at least one compartment shall comply with 604.8.2 where six or more toilet compartments are provided, or where the combination of urinals and water closets totals six or more fixtures.

Fire Alarm Systems:

• F215.2 Public and Common Use Areas. Alarms in public use areas and common use areas shall comply with 702.

• F215.3 Employee Work Areas. Where employee work areas have audible alarm coverage, the wiring system shall be designed so that visible alarms complying with 702 can be integrated into the alarm system.

Assistive Listening Systems

• F219.1 General. Assistive listening systems shall be provided in accordance with F219 and shall comply with 706.

• F219.2 Required Systems. In each assembly area where audible communication is integral to the use of the space, an assistive listening system shall be provided.

• EXCEPTION: Other than in courtrooms, assistive listening systems shall not be required where audio amplification is not provided Assembly Areas

• F221.1 General. Assembly areas shall provide wheelchair spaces, companion seats, and designated aisle seats complying with F221 and 802.

IBC Table 504.3

• Allowable Building Height for A, B, and S occupancies: 75 feet above grade plane. - Complies

IBC Table 504.4 (sprinklered building):

• Allowable Number of Stories (A-3): 3 stories (controlling) - Complies

• Allowable Number of Stories (B): 4 stories.

• Allowable Number of Stories (S-1): 3 stories.

• Allowable Number of Stories (S-2): 4 stories.

The proposed two-story fully sprinklered building complies as a non-separated, mixed-use building based upon NFPA and IBC criteria.

Door Swing:

• 7.2.1.4.2 Door Leaf Swing Direction. Door leaves required to be of side-hinged or pivoted-swinging type shall swing in the direction of egress travel under any of the following conditions:

(1) Where serving a room or area with an occupant load of 50 or more….

(2) Where the door assembly is used in an exit enclosure, unless the door opening serves and individual living unit that opens directly into an exit enclosure.

(3) Where the door opening serves a high hazard contents area.

Stairs:

• 7.2.2.2.1.1 Stairs shall meet the following criteria:

• Table 7.2.2.2.1.1 (a) and 7.2.2.2.1.2 Minimum width = 44” for less than 2,000 occupants; Risers = 4” min., 7” max.; Treads = 11” min.; headroom = 6’-8” min.; Max. height between landings = 12’-0”.

• 7.2.2.4.1.2 In addition to handrails required at both sides of the stairs, handrails shall be provided within 30” of all portions of the required egress width.

• 7.2.2.5.4 Stairway identification shall be provided on new enclosed stairs serving three or more stories (not applicable).

NOTE: EXCEEDS REQUIRED FIXTURE COUNTS

N E

W Y

O R

K A

IR

N

A T

IO

N

A L

G U

A R

D

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

UP

UP

DN

UP

NON-RATED

1 HOUR RATED

2 HOUR RATED

4 6 7 8 9 11 14 16 17 18 19 21 23

12' 13'10' 15'

20 22

AA

BB

DD

CC

EE

L'

K'

J'

H'

G'

F'

6a

FF

GG

HH

9' 16'

E'

19a

382 SF

MECHANICAL

382 SF

PPE TRAINING BAG

STORAGE

440 SF

EQUIPMENT LOCKERS

219 SF

WEAPONS CLEARING

285 SF

WEAPONS MAINTENANCE

380 SF

PPE…