attachment_11_RFB DMAVS 2026-01.pdf

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

COVER SHEET

COVER

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025KD

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

DRAWING LIST

DWG # DRAWING TITLE

01 GENERAL

COVER COVER SHEET

03 ARCHITECTURAL

A0.1 LEGEND & GENERAL INFORMATION

A0.2 CODE REVIEW

D1.1 GROUND FLOOR DEMOLITION PLAN

A1.1 GROUND FLOOR PLAN

A1.2 STORAGE MEZZANINE FLOOR PLAN

A1.3 REFLECTED CEILING PLAN

A2.1 PARTITION TYPES & SCHEDULES

A3.2 SECTIONS & DETAILS

A4.1 DOOR & VIEW WINDOW DETAILS

04 PLUMBING

P0.1 GENERAL NOTES

P0.2 SCHEDULES / DETAILS

DP1.2 UNDERFLOOR PLUMBING - DEMO

P1.1 1ST FLOOR UNDERFLOOR - NEW

P1.2 1ST FLOOR PLUMBING - NEW

P2.1 RISER DIAGRAM

05 MECHANICAL

M0.1 GENERAL NOTES

M1.1 1ST FLOOR DUCTWORK - NEW

M3.1 DETAILS

M4.1 SCHEDULES

06 ELECTRICAL

E0.1 ELECTRICAL LEGEND

E0.2 ELECTRICAL SCHEDULES AND DETAILS

E1.0 ELECTRICAL LIGHTING PLAN

E2.0 ELECTRICAL POWER PLAN

E3.0 ELECTRICAL FIRE ALARM PLAN

LOCUS MAP

SITE

DEPARTMENT OF MILITARY AFFAIRS AND VETERANS SERVICES

ROUTE 126

CENTER STRAFFORD, NH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

1 MINUTEMAN WAY

CONCORD, NH 03301

W1

PLAN MATERIAL KEYABBREVIATIONS SYMBOL LEGEND

A1.1

A1.1

A1.1

A.1

GYPSUM / PLASTER SPRAY FOAM INSULATION

DIMENSIONED WOOD

(CONTINUOUS)

FINISH WOOD PLYWOOD

VAPOR RETARDER

WOOD BLOCKING

(INTERMITTENT)

STRUCTURAL CLAY TILE

OR GLAZED FINISH CMU

CONCRETE

STEEL

ALUMINUM

RIGID INSULATION

CONCRETE MASONRY UNIT

BATT INSULATION

BRICK

FACE BRICK

UNDISTURBED SOIL

GRANULAR FILL

EARTH FILL

REVISION CLOUD

ENLARGED PLAN

ELEVATION MATERIAL

WINDOW TYPE OR LOUVER TYPE

COLUMN LINE DESIGNATOR

COLOR DESIGNATION

MATCH LINE

SHEET NO. (WHERE FIRST DRAWN OR CUT)

SHEET NO. (WHERE FIRST DRAWN OR CUT)

DOOR NUMBER

EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET NO. (WHERE FIRST DRAWN OR CUT)

RE: A40 SHEETS FOR INTERIOR FINISHES

SHEET NO. (WHERE FIRST DRAWN OR CUT)

DETAIL

SECTION NUMBER

WALL SECTION

SECTION NUMBER

BUILDING SECTION

SECTION NUMBER

WALL FINISH

WALL TYPE

A1.1

FIRE SAFING

REVISED AREA

REVISION NUMBER

SHEET NO. (WHERE FIRST DRAWN OR CUT)

INTERIOR ELEVATION

ELEVATION NUMBER

A1.1

ROOM NAME

ROOM TAG

ROOM NUMBER

SQUARE FOOTAGE (IF APPLICABLE)

ELEVATION TAG / TARGET

GENERAL NOTES

1. ALL DIMENSIONS AT DOORS, WINDOWS, OR OTHER OPENINGS ARE TO CENTERLINE OF OPENING, UNLESS NOTED

OTHERWISE.

2. REFER TO ROOM FINISH SCHEDULE FOR WALL FINISH, FLOOR FINISH, AND BASE INFORMATION, UNLESS NOTED

OTHERWISE.

3. SEE SPECIFICATIONS AND ROOM FINISH SCHEDULE FOR SIGNAGE, CONTROL AND EQUIPMENT FINISH/COLOR

DESIGNATIONS, UNLESS NOTED OTHERWISE.

1. ALL DEMOLITION DIMENSIONS INDICATED ARE PLUS OR MINUS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD

VERIFY ALL DIMENSIONS PRIOR TO BID SUBMISSION.

2. DEMOLITION FOR THIS PROJECT IS INDICATED, BUT NOT LIMITED TO WHAT IS SHOWN ON A DRAWING AND ANY ADDITIONAL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION IS A REQUIREMENT OF THIS CONTRACT.

COORDINATE WITH ALL CONTRACT DOCUMENTS AND SPECIFICATIONS.

3. ANY EXISTING COMPONENTS WHICH INTERFERE WITH PROPOSED WORK SHALL BE REMOVED AS REQUIRED.

4. DEMOLITION AND CONSTRUCTION AREAS SHALL BE BARRICADED AS NECESSARY OR AS DIRECTED BY ARCHITECT, CONSTRUCTION MANAGER, OR OWNER.

DUST CONTROL SYSTEMS SHALL BE ERECTED AS NECESSARY, UNLESS NOTED OTHERWISE.

5. REMOVE ALL EXISTING MECHANICAL, ELECTRICAL, HEATING UNITS, PLUMBING FIXTURES, WIRING, AND PIPING, ETC., NO LONGER REQUIRED, UNLESS NOTED OTHERWISE.

DEMOLITION NOTES:

CONSTRUCTION NOTES:

ELEVATION REFERENCE / KEY

CROSS REFERENCE ELEVATION KEY BETWEEN DISCIPLINES

EXISTING GROUND FLOOR FINISH ELEVATION:

CIVIL = 231.1' (BASED OFF OF SITE SURVEY)

STRUCTURAL = 213.1' (BASED ON CIVIL DRAWINGS)

ARCHITECTURAL = 213' - 1 1/4" / 231.1' (BASED ON CIVIL DRAWINGS)

LINE TYPE DESIGNATION KEY

NEW CONSTRUCTION

EXISTING TO REMAIN

DEMOLISHED

ADA SIGNAGE

SECTION

ACCESSIBLE DRINKING FOUNTAIN

FIRE AND LIFE SAFETY MOUNTING HEIGHTS

FECFHC

ACC DF

FIRE HOSE CABINET

FIRE ALARM GONG

FIRE

EXTINGUISHER

CABINET

MISC. MOUNTING HEIGHTS

CL

TYPICAL U.N.O. / NTS

F O

R K

-5

C

LA

S S

R O

O M

S O

R

C H

IL

D

R E

N 'S

A R

E A

S

S P

O U

T H

E

IG

H T

S T

A N

D A

R D

S P

O U

T

H E

IG

H

T

'-6

C H

IL

D

S P

O U

T

H E

IG

H

T

'-8

ELEVATION

CL

EQUIPMENT

PERMITTED IN

SHADED AREA

H/C ACCESSIBLE

DRINKING FOUNTAIN (D.F.)

SEE PLAN & SECTION VIEW

FOR H/C ACCESSIBLE HEIGHTS)

TYPICAL MARKER,

CHALK OR TACK BOARD

ELEC. & TELEPHONE RECEPTACLES

LC

FIN. FL

PLAN

CLEAR

ACCESS

AREA

BCS (WHERE APPLICABLE)

LED EXIT SIGN

THERMOSTATS,

SWITCHES &

DOOR KNOBS

ELEVATOR DESIGNATIONS SHALL

BE 60" A.F.F.x2"W. W/BRAILLE

MOUNTED TO BOTH JAMBS OF

EACH ELEVATOR

INSULATED PIPES

ELEVATOR CAB CONTROLS

LC

LC

LC

ELEVATOR CONTROLS

(BUTTONS 3/4" MIN.)

FIRE ALARM STATION

AUDIBLE ELEVATOR LANTERNS

(ELEVATOR DESIGNATIONS SHALL

BE 60" A.F.F. x 2"H w/ BRAILLE

MOUNTED TO BOTH JAMBS OF

EACH ELEVATOR)

CODE CARD

ROOM SIGNAGE (UPPER CASE

LETTERS 1/32" x 5/8"H MIN. - 2" MAX.

w/ GRADE 2 BRAILLE AT BASE, USING THE INTERNATIONAL SYMBOL

OF ACCESSIBILITY MIN. PICTOGRAM HGT. 6")

STANDARD CABINET DIMENSIONS

LEVER HANDLES

TYPICAL U.N.O. / NTS

max.

SOFFIT WALL

MHDR

MOP HOLDER

US

UTILITY SHELVES

FIN FL

ACCESS UNDER SINK

AREA (INSULATE PIPES)

MOP RECEPTOR

SEE MECH.

SEE SHELVING DIMENSIONS

CHART ON DRAWING

24" MIN. SINK AND RANGE

15" MIN. OTHERS

(3) MOP

HOLDER

CLAMPS

1-1/2" CLEARANCE

FROM FINISHED WALL

1-1/4" TO 1-1/2" DIA.

w/ KURLED FINISH

FIN FL

ACC SHELF

SOAP DISPENSER IN COUNTER

MIRSDRTPD

RESTROOM DISPENSERS, WASTE RECEPTACLE, AND OTHER MOUNTING HEIGHTS

FIN FL

CL

17" TO 19" TO

TOP OF SEAT

H/C SINK

FLUSH CONTROL

ON "ROOM SIDE"

OF FIXTURE, TYP.

PAPER TOWEL DISPENSER

DU-TPD

CEILING

PTD

DUAL TOILET PAPER DISPENSER

WR

WASTE RECEPTACLE

T O

B O

T T

O M

O F

S

LO

T

SNV

SANITARY NAPKIN VENDOR

SND

T O

T O

P O

F

C O

N T

R O

LS

CL

LC

T.P.D.

WATER CLOSET

-SPD FOR TYPE

BACK WALL

T.P.D.

GRBR

LC

URINAL SHIELDS

18"DP x 1"T x 4'-6"H

TYPICAL U.N.O. / NTS

ACCESSIBLE RAMP DETAILS

ELEVATION

WALL CONFIGURATION

ELEVATION

CURB CONFIGURATION

SECTION

SIDE WALL TO

LEFT OR RIGHT

MAXIMUM RAMP SLOPE = 1:12

MAXIMUM RAMP RISE FOR ANY RUN = 30"

MINIMUM RAMP LANDING SIZE = 36"W x 60"L

(if ramp direction changes = 60"W x 60"L)

SECTION

T O

R E

F

LE

C T

IN

G

S U

R F

A C

E

MIN.

TWO HINGE DOORS IN SERIES

TYPICAL - U.N.O.

MANEUVERING CLEARANCES AT DOORS

SEE RAMP DETAILS FOR SPECIFIC

HANDRAIL & BALUSTER CONFIGURATIONS

PULL

SIDE

PUSH SIDE

(IF APPROACH IS

FROM LATCH SIDE)

LATCH SIDE

APPROACH

LATCH SIDE

APPROACH

(24" IF APPROACH

IS FROM LATCH SIDE)

SLIDING AND FOLDING DOORS

HINGE SIDE APPROACH

(IF APPROACH IS

FROM HINGE SIDE)

HINGE SIDE

APPROACH

PULL SIDE

(IF DOOR HAS

LATCH & CLOSER)

PUSH SIDE

SLIDING AND FOLDING DOORS

SLIDE SIDE

APPROACH

FRONT APPROACH

FRONT APPROACH

TWO HINGE DOORS IN SERIES

m in

" 54 m ax m in

6" max.

9" m in m in

3' -0

H

/C

IF

U

N

IT

lb s.

IF

U

N

IT

lb s.

30" MIN.CLEAR SPACE

3' -0

H

/C

8" min.

17"-19" m in

24" max

48" min.

17"-19"

20"35" m ax m in m in

9" m in

8" min.

KNEE CLEARANCE

17"min.

6" max.

TOE CLEARANCE

8"

2 1/2"

3"

15" min. U.N.O.

30" max. U.N.O.

1/

2"

24"

3" min. KICKSPACE m ax m ax . F

O R

H /C

A C

C E

S S

12" min.

F O

R H

/C

A C

C E

S S

6" max.

11"

4" min.

m ax

24"

2" CURB MIN.U.N.O.

36" U.N.O.

12"

42" min.

36"

T O

6"

T

Y P

T Y

P

IC

A L

36"

T O

6"

18"

6" 12" 42"

18"18"

3' -8 m ax

C O

N T

R O

L H

E

IG

H T

T O

R

IM

12"

12"

12"

36" U.N.O.

U .N

.O

" 40

1'-6" m in im um m in im um

18" min

24" m in

. w /o

C

LO

S E

R m in w / C

LO

S

E R

L

A T

C H

3"

TYP.

24" min.

22" m in

IF

'A

' U S

E D

, 5 4" m in im um

IF

'B

U S

E D

, 6 0" m in im um

3" TYP., U.N.O.

3" U.N.O., TYP.

A= 42", B= 36"

3" TYP., U.N.O.

12" m in

54" m in

TYPICAL ACCESSIBILITY DETAILS

LED EXIT SIGN

8"

SEE SHELVING DIMENSIONS

CHART ON DRAWING

TOILET PAPER DISPENSER

SANITARY NAPKIN DISPOSAL

TYPICAL U.N.O. / NTS

SOAP DISPENSER WALL MOUNTED

GRAB BARS

GRBR

ACCESSIBLE MIRROR

STANDARD ACCESSIBLE RESTROOM ACCESORIES LOCATIONS AND DIMENSIONS

TYPICAL U.N.O. / NTS

BABY CHANGING STATION

FRONT SIDE

FIN. FL

FA EXIT

TYPICAL U.N.O. / NTS

FIN FL

ACCESSIBLE MIRROR

SOAP DISPENSER

GRBB-CONT.

ONE PC. UNIT

OPTIONAL

7"- 9"

PROVIDE (2) LINES OF 2X WOOD BLOCKING ALONG ALL PRESENT AND KNOWNFUTURE ACCESSORY SUPPORT LOCATIONS. COORDINATE LOCATIONS WITH OWNER, ARCHITECT AND CONTRACTOR UNLESS OTHERWISE NOTED.

60" min.

clear 60" min.

clear

39" TO 41"

T O

1" m ax m ax to o pe ra bl e pa rt s

MAX.

RESTROOM

A

6"

6"

A

6"

6"

(INSERT SLAT)

(INSERT SLAT)

A220

1/32" TACTILE CHARACTERS, LETTERS OR NUMBERS

(SURFACE COLOR)

GRADE II BRAILLE LETTERS AND/OR NUMBERS w/CONTRACTIONS

INSERT CHANNELS

ACRYLIC BACK

VINYL TAPE

1/16" MP PLASTIC

1/16" NON-GLARE ACRYLIC FACE

TWO TONE

SURFACE COLOR

INSERT CHANNELS

TYPICAL SIGN

THIS IS A REPRESENTATION OF THE INTENT

OF SIGNAGE. EXACT NAMES, LOCATIONS,

COLORS, AND PATTERNS TO BE SELECTED

DURING THE SUBMITTAL PROCESS.

OWNER OR ARCHITECT TO CHOOSE FROM

FULL PRODUCT LINE OF COLORS, PATTERNS

AND STYLES AVAILABLE.

COORDINATE SIGN DESIGN w/EXISTING

BUILDING SIGNAGE.

SEE ROOM FINISH SCHEDULE

FOR SIGN TYPES

B

6"

6"

C

6"

6"

EXIT

M A

X

IM

U M

5'

0"

A .F

.F

T Y

P

IC

A L

SHOWER

ELECTRICAL * PLUMBING * FIRE PROTECTION

ENGINEERSBLW

311 Great Road Littleton, MA 01460 t:

978.486.4301 e-mail:

info@blwengineers.com

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5115

CONTRACT:

SHEET:

A

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WH

CHECKED BY:

WH

27 Locke Rd.

Concord, New Hampshire 03301 t:603.228.1122 hlturner.com

ARCHITECTS ENGINEERS

The H.L. Turner Group Inc.

BUILDING SCIENTISTS

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: BIDDING & CONSTRUCTION

AS INDICATED

LEGEND & GENERAL INFORMATION

A0.1

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

DEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

Any detection devices

Provided

Occupant Notification Required Provided Visual Required for hearing impaired Provided Audible Required Provided

Fire Department Notification Required, per 9.6.4 Provided Alarm Annunciation Required with Alarm Provided

Smoke Detection Devices Required at Corridors and Spaces N/A open to Corridors where sleeping rooms located.

Alarm to be Audible in sleeping areas.

Extinguishing Requirements

Automatic Sprinkler Not Required

Provided

12.3.5.3 (2)

Portable Fire Extinguishers Required Not Provided

Corridor Protection

Corridor Separation Not required Not Provided

Corridor Doors Rated per 8.3 N/A

123.6 (1)

Fire Resistance Requirements Construction Type II (000) reference to IBC 2B

Table 8.3.4.2

Exterior Bearing Walls

Supporting more than one floor

0 hr

Supporting one floor

0 hr

Supporting roof

0 hr

Interior Bearing Walls

Supporting more than one floor

0 hr

Supporting one floor

0 hr

Supporting roof

0hr

Columns

Supporting more than one floor

0 hr

Supporting one floor

0 hr

Supporting roof

0 hr

Beams, Girders, Trusses

Supporting more than one floor

0 hr

Supporting one floor

0 hr

Supporting roof

0 hr

Floor Construction

0 hr

Roof

0 hr

Exterior Nonbearing walls

0 hr

Note:

All Fire Partitions, Fire Barriers, and Smoke Partitions shall extend to the underside of deck of floor above, typical for all Code Reviews.

NHARNG Proposed Multi-Purpose Training Center 03/19/2024

Building Code Review HL Turner Group Project # 5442

Building Area Occupancy

Floor Area Ground Floor Ground Floor

Assembly Use A-3 4,800 96 occ.

EXISTING TOTAL SQUARE FEET 4,800 96 occ.

TOTAL OCCUPANTS 96

2018 International Building & Energy Code CODE 2018 IBC REFERENCE

Required/Allowed Proposed

Building Construction Type IIIB IIB 602, Table 601 Use Group Assembly A-3 303.4

Mixed Use & Occupancy 508.2

Separation of Occupancies None Required None Provided Table 508.2.4

Occupancy Section 303, Table 1004.5

Use A-3 (Exercise Rooms) 4,800 SF @ 1/50 Gross 96 occ

Allowed Height: 55 Feet 21 Feet Table 504.3

Service Sinks 1 sink required 1

Total Total Fixtures Required Total Fixtures Provided

Water Closets (Male) 1 3 Water Closets (Female)

Lavatories (Male)

Lavatories (Female)

Drinking Fountains

Service Sinks 1 1

2018 NFPA 101 LIFE SAFETY CODE CODE 2018 NFPA REFERENCE

Required Proposed

Occupancy Existing Assembly Existing Assembly Chapter 13

Type Construction Type II (000) Type II (000) Table A8.2.1.2, Table 7.3.1.2

13.1.7, Table 7.3.1.2

Ramp Standards

Clear Width 30" max. N/A 13.2.2.6

Max. Slope 1 in 8 existing / 1 in 12 new N/A Table 7.2.5.2 (a)

Max. Cross Slope 1 in 48 N/A Table 7.2.5.2 (a)

Max. Rise without landing 12 ft N/A Table 7.2.5.2 (a)

Capacity of Means of Egress

Per section 7.3Stairs

Doors (First Floor) 36" clear, 0.2" pp x 96 = 19.2" Required 36" Provided 7.3.3.1

Number of Exits

Min. Number of Exits 2 Required 2 exits provided 13.2.4, 7.4.1.1

Protection of Vertical Openings

Required Fire Resistance Rating

Enclosures connecting 4 or more stories in New Construction 2 hr N/A 8.6.5

Other enclosures in new construction 1 hr N/A 8.6.5

Existing enclosures in existing buildings 1/2 hr N/A 8.6.5

Exit Enclosures

Connecting 3 stories or less 1 hr N/A 7.1.3.2.1 (1)

Connecting 4 stories or more in exist construction w/sprinklers 1 hr N/A 7.1.3.2.1 (3b)

Connecting 4 stories or more in new construction 2 hr N/A 7.1.3.2.1 (3)

Opening Protection Table 8.3.4.2

2hr fire barrier 2 hr N/A 1 hr fire barrier vertical openings & exit encl. 1 hr N/A other barriers 3/4 hr N/A

1/2 hr fire barrier 20 min. N/A Exit Access Corridors 1 hr N/A

1/2 hr N/A

Protection from Hazards

Boiler & Fuel fired heater Rooms 1 Hr or sprinkler Not Required 13.3.2.1.2(1)(a)i Laundries, Maint. Shops & Processing Rooms 1 Hr and sprinkler N/A 13.3.2.1.2

Interior Finishes

Exit enclosures A Provided

Lobbies and corridors A or B Provided 12.3.3.2

Assembly Areas A, B or C (walls & ceilings) Provided 12.3.3.2

Floor Finish Class 2 Provided 12.3.3.3

Detection, Alarm & Notification

Fire Alarm/Auto Detection System Required, Common Fire Alarm Permitted

Not Provided

12.3.3.5

Initiation by all of the following:

Manual Not Required

Provided

Separation Protection

All Use Groups

Boiler and furnace rooms

Where largest Equipment is > 400,000btu 1 hr or Auto Suppress N/A Table 509 Boilers over 15psi and 10 hp. 1 hr or Auto Suppress N/A

Refrigerant Machinery Rooms 1 hr or Auto Suppress N/A

Incinerator Rooms 2 hr and Auto Suppress N/A

Hydrogen cut-off rooms 1hr or 2 hr, see code for conditions Paint Shops 2 hr or 1 hr w/Auto Suppress N/A

Laboratories and vocational shops, not 1 hr or Auto Suppress N/A classified as Group H, located in Group E or I-2 Laundry > 100 sf 1 hr or Auto Suppress N/A Group I-3 cells and Group I-2 patient room w/padded surfaces 1 hr N/A Waste and Linen Collection Room > 100 sf 1hr or Auto Suppress N/A

Fire Resistance Requirements for Building Elements

Structural Frame 0 hr 0 hr Table 601 Bearing Walls

Exterior 0 hr 0 hr Table 601

Interior 0 hr 0 hr Table 601 Non Load Bearing Walls Table 602

Exterior 0 hr, >30 ft Separation Distance 0 hr Table 602

Interior 0 hr, >30 ft Separation Distance 0 hr Table 601 Floor Construction Table 601

Incl. supporting beams and joists 0 hr 0 hr

Roof Construction Table 601

Incl. supporting beams and joists 0 hr 0 hr

Roof Supports for Roof only:

Fire resistive ratings of structural frame 0 hr 0 hr Table 601 and bearing walls are permitted to be reduced by one hour when supporting roof only.

> 20' height Use F-1, H,M,and S-1 0 hr 0 hr Table 601

Firewalls and Party Walls 3 hr N/A per IBC 2018: Building Area Allowed 706, Table 706.4

Fire Protection Systems

Automatic Fire Suppression System Not Required Not Provided 903.2.3

Standpipe System Not Required Not Provided 905.3.1

Fire Extinguishers Required Provided 906.1

Fire Alarm System:

Manual Fire Alarm System Required Provided 907.2.3

Occupant Notification System Required Provided 907.5

Smoke Alarms Not Required Not Provided 907.2.9.2; 907.2.11

Mechanical Systems may require smoke detection system.

Means of Egress 1003

Doors 1010.1.1 Min. Width 32" Min. clear width >32"

Max Width 48" Max. clear width <48"

Min Height 80" Min. height >80"

Panic Hardware Not Required Not Provided 1010.1.10 Ex. 1, 1010.1.9.4.2

Stairs

Min. Width 44" (36" if 50 Occ or Less) N/A 1011.2 Min. Width Accessible Stair 48" (between handrails required) N/A 1009.3, 1009.7.4 Headroom 80" Min. N/A 1011.3

Stair Tread & Risers

Treads 11" Min. N/A 1011.5.2 Risers 4" Min.-7" Max N/A 1011.5.2 Handrails 34" to 38" AFF N/A 1014.2 Handrail Extensions 12" horz from top & bottom risers N/A 1014.6 Clearance to Wall 1 1/2" N/A 1014.7

Ramps

Max. Slope 1:12 N/A 1012.2 Max. Cross Slope 1:48 N/A 1012.3 Min. Clearance 36" between handrails N/A 1012.5.1 Headroom 80" Min. N/A 1012.5.2 Landing Width Equal to Ramp Width N/A 1012.6.2 Handrails Req'd @ >6" rise Required N/A 1012.8, 1014 Edge Protection Required N/A 1012.10 Guards Required N/A 1012.9, 1015

Exit Access

Minimum Number of Exits 2 3 Provided Table 1006.3.1

Spaces with One Exit, Required Exits N/A N/A

Maximum Occupant Load N/A N/A 1007.1 Exit Separation (w spklr) 1/3 diagonal distance N/A 1007.1.1 ex. 2 Exit Separation (w/o spklr) 1/2 diagonal distance < 1/2 diagonal distance Provided 1007.1.1

Fire Barriers 707

Fire Barriers Required N/A Table 508.4

Interior Exit Stairway and Ramp Enclosure

Less than 4 stories 1 hr. N/A 707.3.2, 1023.1 4 or more stories 2 hr N/A 707.3.2, 1023.1 Exit Passageway 1 hr or 2 hr, not less than connecting exit enclosures N/A 707.3.4, 1024.3 Shafts 707.3.1, 713.4

Less than 4 stories 1 hr. N/A 713.4 4 or more stories 2 hr N/A 713.4

Fire Blocking and Draft Stop Required w/o sprinkler 708.4, 718.2 Draft Stopping in Floors 718.3.3 Draft Stopping in Attics

Floor Opening Enclosure 1hr. N/A 404.1

Opening Protectives

Fire walls & Fire Barriers having Assemblies > 1hr 3 hr N/A Table 716.5 2 hr N/A

Fire barriers of 1-hour fire-resistance-rated:

Shaft and Exit Encl. Walls 1 hr N/A

Other Fire Sep. Assemblies 1 hr N/A

Fire Partitions:

Exit access corridor & enclosure walls 1 hr N/A

Other Fire Partitions 1 hr N/A

Exterior Walls 3 hr N/A

2 hr N/A

1 hr. N/A

Corridor Walls

Corridor walls 1 hr rated without sprinkler system N/A 708.1, Table 1020.1

Limiting Sizes of Glass Panels

Interior Fire Windows Assembly 1 Hr Fire Partition N/A Table 716.6 Limiting Sizes if Wire Glass Panels 20 Minute Opening Protective Not Limited Table 716.6

Insulation

In concealed spaces/Attics Flame spread <25, Smoke Development <450 N/A 720.2 Critical radiant flux >.12 watt per sf N/A 720.3.1

Interior Finishes

Without Sprinkler:

Req'd. Vert. Exits & Passageways A or better Provided Table 803.11

Corridors Providing Exit Access A or better Provided Table 803.11

Rooms or Enclosed Spaces C or better Provided Table 803.11 Ex. e

Floor Finish @ vert. exits Class 2 / Pill Test N/A 804.4

Accessibility Requirements

Accessible Entrance Required 60% Provided 1105.1

Warnings and Signage Required Provided 1110

Accessible Toilet Rooms Required Provided 1109.2, 1109.2.2

Accessible Family Toilet Rooms Required N/A 1109.2.1

Accessible Kitchens Required N/A 1109.4

Accesible Drinking Fountains Required Provided 1109.5

Plumbing IPC Table 2902.1

Assembly 96 Occupants Total

Water Closets (Male) 1 per 125

Water Closets (Female) 1 per 65

Lavatories (Male) 1 per 200

Lavatories (Female) 1 per 200

Drinking Fountains 1 per 500

Allowed Stories: 2 Stories 1 Stories Table 504.4

Area Factor Increase due to Frontage: If = [F/P-0.25]W/30 No Increases Taken 506.3.3

Allowed Building Area: 506.2, Table 506.2Aa = [At + (NS x If)] NS = 9,500 SF

N/A

718.4.3

Smoke Barriers 1 hr N/A

Shaft Enclosures 713.1Required N/A

Vertical Openings 712

Protected Penetrations 714.1Required N/A

Protected Joints in or between horiz. assemblies 715.4Required N/A

Ducts and air transfer openings 717.1Required N/A

Exit access stairways 712.1.12, 1019Permitted w/Vertical Openings N/A

Shaft Enclosures 713

Total Allowed Building Area:

Minimum Number of Exit Access Doorways >49/<500 Occupants = 2 Required >501/<1,000 Occupants = 3 Required >1,000 = 4 Required

Minimum 2 Provided

N/A

N/A

1006.2.1, Table 1006.2.1

1006.2.1.1

1006.2.1.1

Occupancy

Means of Egress Components

Doors 32" minimum >32" Provided 7.2.1.2.3.2

Multiple Occupancies

Mixed Occupancies No Separation Required N/A 6.1.14.2

Panic Hardware Not Required w/occupancy <100 Not Provided 13.2.2.2.3

Means of Egress Width

New Stair Standards 13.2.2.3

Minimum Clear Width 44" N/A 7.2.2.2.1.2

Max. height of risers 7" N/A Table 7.2.2.2.1.1(a)

Min. tread depth 11" N/A

Min. Headroom 6' - 8" N/A

Max. Height between Landings 12' - 0" N/A

Table 7.2.2.2.1.1(a)

Table 7.2.2.2.1.1(a)

Table 7.2.2.2.1.1(a)

Capacity Factors 0.3 per person, 0.3" pp x 81 = 24.3" 7.3.3.1

Connecting 2 stories 1 hr N/A 8.6.5(2), 7.1.3.2.(1)

Exit Access Travel Distance

Table 1017.2without sprinkler 200' <200' provided with sprinkler 250' N/A

Common Path of Travel

1006.2.2, Table 1006.2.1without sprinkler 75' < 75' with sprinkler 75' N/A

Corridor Width 1020.2

>100 Occupants 72" Min. >72" Table 1020.2

<100 Occupants 44" Min. N/A

Exit Passageway 44" Min. N/A 1024.2

Rating 1 hr. N/A 1024.3

Corridor Rating

Table 1020.1without sprinkler 1 hr. N/A with sprinkler 0 hr. N/A

Dead End Corridors

B without sprinkler 20' Max. <20' Provided 1020.4

B with sprinkler 50' Max N/A

Minimum Number of Exits

Table 1006.3.11 to 500 persons 2 2 Provided

Exit Discharge

General Required Provided 1028.1

Egress Court Required N/A 1028.4

Yards & Courts

1206.3Court Required N/A

Capacity of Means of Egress

Stairs 0.3 per person N/A 1005.3.1

Ramps & Corridors 0.2 per person N/A

Doors (First Floor) 0.2"per person = 96 x .2 = 19.2" Required 72" Provided

1005.3.2

1005.3.2

Required

N/A

2018 International Building Code CODE 2018 IBC REFERENCE

Ramps & Corridors 0.2 per person N/A 7.3.3.1, Table 7.3.3.1

Exit Access Travel Distance without sprinkler 200' < 200' 13.2.6.2 with sprinkler 250' N/A 13.2.6.2(1)

Common Path of Travel 20' for > 50 Occ., 75' for < 50 Occ. 13.2.5.1.2

Dead End Corridors 20' Max. N/A 13.2.5.1.3

162 Occupants Total

N/A

Required w/o sprinkler

Required w/o sprinkler

N/A

N/A

N/A

1 1 HI/LO w/Bottle Filler

1 1

1 1

1 1

Use A-3 (Exercise Rooms) 4,800 SF @ 1/50 Gross 96 occ

96 Occupants Total

Accessory Occupancies N/A

< 20' for > 50 Occ., < 75' for < 50 Occ.

12.3.4.1.2

12.3.4.2.1 (1) (a)

12.3.4.1.1 (1) (a)

12.3.4.3

9.6.4

12.3.4.3

12.3.4.3

Required/Allowed Proposed

13.3.2.1.1

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

CODE REVIEW

A0.2

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

AA

FF

C

E

B

D

26' - 8" 26' - 8" 26' - 8"

80' - 0"

/2

/2

D2

EXTENT OF EXIST.

THICKENED SLAB

EXIST. ELEC. SERVICE

PANEL TO REMAIN

D3 D3

W/C

VENT

VENT

SINK

D/F

FCO

D1

D1

D1

D7 D7 D7 D7 D7

D7 D7 D7 D7 D7

D7 D7 D7 D7 D7

2'

7' - 1" ±

VERIFY EXTENTS

WITH PLUMBING

D1 LOCATIONS OF EXIST. UNDERSLAB

PENETRATIONS UP THRU FLOOR

SLAB (FOR REFERENCE PURPOSES

ONLY)

D2 REMOVE CONC. SLAB, & THICKENED

SLAB AS REQ'D., TO EXTENT

INDICATED TO EXPOSE & REMOVE

EXIST. UNDERSLAB PLUMBING &

PROVIDE NEW UNDERSLAB

PLUMBING, SEE MECH. DWG'S.

GENERAL DEMOLITION NOTES

1. SEE STRUCTURAL DRAWINGS FOR

STRUCTURAL REQUIREMENTS WHEN

DEMOLISHING EXISTING BEARING WALLS OR

ROOF STRUCTURE. PROVIDE TEMPORARY

SUPPORT AS REQUIRED TO PRESERVE

STABILITY OF STRUCTURE TO REMAIN.

2. WHEN UTILITY SYSTEMS NEED TO BE

REMOVED, PROVIDE CAP, VALVE, PLUG, OR

SEAL TO MEET CODE REQUIREMENTS AND

MAINTAIN CONTINUUM OF THE SYSTEM.

3. PROVIDE TEMPORARY BARRICADES AND

PROTECTION TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT CONSTRUCTION TO

REMAIN.

4. DURING DEMOLITION ACTIVITIES, MAINTAIN

BUILDING SO IT REMAINS WATER TIGHT AND

WEATHER TIGHT.

5. UNLESS DEMOLISHED MATERIAL IS INDICATED

TO REMAIN, REMOVE MATERIAL FROM PROJECT

SITE AND DISPOSE OF LEGALLY.

6. THE CONTRACTOR IS TO PROTECT THE

EXISTING BUILDING STRUCTURE AND FINISHES

TO REMAIN.

7. THE CONTRACTOR IS TO CAP AND PROTECT

ALL UTILITES AS ENCOUNTERED.

X

DEMOLITION LEGEND

- DESIGNATION FOR

ITEMS TO BE REMOVED

- CONSTRUCTION NOTE.

SEE LEGEND BELOW

DEMOLITION NOTE LEGEND

- DESIGNATION FOR

ITEMS TO REMAIN

D3 PROVIDE NEW OPN'G. IN EXT. WALL

FOR NEW LOUVER, SEE MECH.

DWG'S.

D4 REMOVE PARTITION

- SUSP. LIGHT FIXTURES

TO BE RELOCATED,

SEE ELEC. DWG'S.

D7 SUSP. LIGHT FIXTURE TO BE

RELOCATED, SEE ELEC. DWG'S. &

CEILING PLAN

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

GROUND FLOOR DEMOLITION PLAN

D1.1

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

Scale:D1.1 1/4" = 1'-0"

1 GROUND FLOOR DEMOLITION PLAN

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

1 2 3 4

AA

FF

C

E

B

D

A1

26' - 8" 26' - 8" 26' - 8"

80' - 0"

/2

/2

V .I.

F

5'

7' - 5 7/8"

A1

A1

T R

A

IN

IN

G

T U

R F

F

LO

O R

IN

G

1"

77' - 11"

80' - 0"

WALK-OFF MAT

MULTI-PURPOSE

TRAINING ROOM

VESTIBULE

ELEC.

MECHANICAL

ROOM

70' - 6 3/8"

S E

A

LE

D C

O N

C R

E T

E

TRAINING TURF FLOORING

NOTE:

MEZZANINE STORAGE

ABOVE ALL ROOMS

EXCEPT VESTIBULE

A1

A3.2

A3.2

7' - 1"

CIRCULATION

AISLE

7' - 1" +/-

CONC. FLOOR SLAB - SEALED ONLY WHERE EXPOSED

A1

A1

MECH. DUCT ABOVE,

SEE MECH. DWG'S.

A3.2

A3.2

EXIST. SEMI-RECESSED

F.E. CABINET TO REMAIN

EXIST. F.E.

TO REMAIN

7'

/8

5/

8" 2"

5/

8" 7'

5/

8"

A

LI

G N

C1

1'

M

IN

6' - 6"

C1

6"

RUBBER EDGE REDUCER TRANSITION STRIP

LOUVER

(SEE MECHANICAL DRAWINGS)

LOUVER

(SEE MECHANICAL DRAWINGS)

A4.1

GENERAL FLOOR PLAN NOTES

1. FINISH FLOOR ELEVATION = XXX'-X". -(X) =

DISTANCE OF GRADE BELOW FFE IN INCHES. + X

= DISTANCE OF GRADE ABOVE FFE IN INCHES.

FINISH FLOOR ELEVATION OF BUILDING IS

REFERENCED AS ARCHITECTURAL DATUM

ELEVATION 100'-0", AND IS MEASURED FROM THE

TOP OF CONCRETE SLAB. SEE CIVIL DRAWINGS

FOR ELEVATIONS BASED ON TOPOGRAPHIC

DATUM.

2. DO NOT SCALE DRAWINGS

3. THE CONTRACTOR SHALL PROVIDE BLOCKING

FOR ALL MILLWORK, MECHANICAL FIXTURES,

PLUMBING FIXTURES AND ELECTRICAL DEVICES

AS REQUIRED.

4. ALL LUMBER IN DIRECT CONTACT WITH

CONCRETE SHALL BE PRESSURE TREATED

INCLUDING ALL SILL PLATES FOR WOOD STUD

WALLS.

5. CM SHALL REVIEW PRIOR TO INSTALLATION ANY

CONFLICT OF ENGINEERING TRADE DEVICES (I.E.

FIRE ALARM STROBES) WITH ARCHITECTURAL

DETAILS AND BRING THOSE DISCREPANCIES TO

THE ARCHITECT FOR REVIEW.

6. ALL DIMENSIONS ARE TO FACE OF STUD, FACE

OF CONCRETE, FACE OF MASONRY OR CENTER

OF OPENING, U.N.O.

7. COORDINATE MISCELLANEOUS STEEL

REQUIREMENTS FOR MOUNTING / HANGING

OWNER SUPPLIED EQUIPMENT.

8. BUILDER SHALL COORDINATE ALL ROUGH

OPENING DIMENSIONS WITH FLASHING DETAILS.

X

GENERAL PARTITION NOTES

1. SEE SHEET A2.1 FOR PARTITION TYPES.

PROVIDE MOISTURE RESISTANT GWB ON ALL

WALLS & CEILINGS IN ALL BATHROOM,

RESTROOM & SHOWER LOCATIONS, & WITHIN

4'-0" OF SINKS, TOILETS AND SHOWERS.

2. INSTALL ALL FIRE RATED WALL & CEILING

ASSEMBLIES FOLLOWING DETAILS. FASTENERS

AND SPACING IN ACCORDANCE WITH UL/GA

FIRE RESISTANCE DIRECTORY(IES).

3. EXTEND GWB TO UNDERSIDE OF FLOOR OR

DECK ON FIRE BARRIERS. GWB SHALL

TERMINATE AT UNDERSIDE OF DECK AT FIRE

PARTITIONS UNLESS OTHERWISE DETAILED.

4. STAGGER ALL ELECTRICAL DEVICES IN FIRE

BARRIERS & FIRE PARTITIONS.

5. INSTALL APPROVED FIRE STOP MATERIAL AT

ALL PENETRATIONS THROUGH FIRE RATED

WALLS & FLOORS.

6. ALL WIRE PENETRATIONS THROUGH FIRE

RATED WALLS PLATES & FLOORS SHALL BE

SEALED WITH FIRE STOP SEALANT.

7. METALLIC PIPE PENETRATIONS SHALL BE

SEALED AROUND PENETRATIONS WITH FIRE

STOP SEALANT AT FIRE RATED WALLS, FLOORS

& CEILINGS.

8. NON-METALLIC PIPE PENETRATIONS SHALL BE

SEALED WITH FIRE STOP COLLAR AROUND

PENETRATION WITH FIRE STOP SEALANT.

9. GC SHALL REVIEW PRIOR TO INSTALLATION

ANY CONFLICT OF ENGINEERING TRADE

DEVICES (I.E. FIRE ALARM STROBES) WITH

ARCHITECTURAL DETAILS AND BRING THOSE

DISCREPANCIES TO THE ARCHITECT FOR

REVIEW.

CONSTRUCTION LEGEND

- NEW CONSTRUCTION

- CONSTRUCTION NOTE.

SEE LEGEND BELOW

- EXISTING CONSTRUCTION

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

GROUND FLOOR PLAN

A1.1

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

Scale:A1.1 1/4" = 1'-0"

1 GROUND FLOOR PLAN N

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

FF

C

E

B

D

A3.2

A3.2

26' - 8" 26' - 8" 26' - 8"

80' - 0"

/2

/2

3" / 12"

STORAGE

MEZZANINE

M01

3/4" CDX PLYWOOD

SUBFLOOR

1/2" CDX PLYWOOD w/ 5/8"

IMPACT RESISTANT GWB

NOTE:

EXTEND PARTITION BELOW

TO UNDERSIDE OF

SLOPED GYP. BOARD

VESTIBULE CAP

A3.2

A3.2

1 1/2" DIA. SCHED. 40

STEEL PIPE GUARDRAIL,

(3) REMOVABLE SECTIONS

6' - 0" (TYP)3" (TYP)

NOTE:

EXTEND PARTITION BELOW

FULL HEIGHT TO ROOF

3"

NOTE:

EXTEND PARTITION BELOW

FULL HEIGHT TO ROOF

GENERAL FLOOR PLAN NOTES

1. FINISH FLOOR ELEVATION = XXX'-X". -(X) =

DISTANCE OF GRADE BELOW FFE IN INCHES. + X

= DISTANCE OF GRADE ABOVE FFE IN INCHES.

FINISH FLOOR ELEVATION OF BUILDING IS

REFERENCED AS ARCHITECTURAL DATUM

ELEVATION 100'-0", AND IS MEASURED FROM THE

TOP OF CONCRETE SLAB. SEE CIVIL DRAWINGS

FOR ELEVATIONS BASED ON TOPOGRAPHIC

DATUM.

2. DO NOT SCALE DRAWINGS

3. THE CONTRACTOR SHALL PROVIDE BLOCKING

FOR ALL MILLWORK, MECHANICAL FIXTURES,

PLUMBING FIXTURES AND ELECTRICAL DEVICES

AS REQUIRED.

4. ALL LUMBER IN DIRECT CONTACT WITH

CONCRETE SHALL BE PRESSURE TREATED

INCLUDING ALL SILL PLATES FOR WOOD STUD

WALLS.

5. CM SHALL REVIEW PRIOR TO INSTALLATION ANY

CONFLICT OF ENGINEERING TRADE DEVICES (I.E.

FIRE ALARM STROBES) WITH ARCHITECTURAL

DETAILS AND BRING THOSE DISCREPANCIES TO

THE ARCHITECT FOR REVIEW.

6. ALL DIMENSIONS ARE TO FACE OF STUD, FACE

OF CONCRETE, FACE OF MASONRY OR CENTER

OF OPENING, U.N.O.

7. COORDINATE MISCELLANEOUS STEEL

REQUIREMENTS FOR MOUNTING / HANGING

OWNER SUPPLIED EQUIPMENT.

8. BUILDER SHALL COORDINATE ALL ROUGH

OPENING DIMENSIONS WITH FLASHING DETAILS.

X

GENERAL PARTITION NOTES

1. SEE SHEET A2.1 FOR PARTITION TYPES.

PROVIDE MOISTURE RESISTANT GWB ON ALL

WALLS & CEILINGS IN ALL BATHROOM,

RESTROOM & SHOWER LOCATIONS, & WITHIN

4'-0" OF SINKS, TOILETS AND SHOWERS.

2. INSTALL ALL FIRE RATED WALL & CEILING

ASSEMBLIES FOLLOWING DETAILS. FASTENERS

AND SPACING IN ACCORDANCE WITH UL/GA

FIRE RESISTANCE DIRECTORY(IES).

3. EXTEND GWB TO UNDERSIDE OF FLOOR OR

DECK ON FIRE BARRIERS. GWB SHALL

TERMINATE AT UNDERSIDE OF DECK AT FIRE

PARTITIONS UNLESS OTHERWISE DETAILED.

4. STAGGER ALL ELECTRICAL DEVICES IN FIRE

BARRIERS & FIRE PARTITIONS.

5. INSTALL APPROVED FIRE STOP MATERIAL AT

ALL PENETRATIONS THROUGH FIRE RATED

WALLS & FLOORS.

6. ALL WIRE PENETRATIONS THROUGH FIRE

RATED WALLS PLATES & FLOORS SHALL BE

SEALED WITH FIRE STOP SEALANT.

7. METALLIC PIPE PENETRATIONS SHALL BE

SEALED AROUND PENETRATIONS WITH FIRE

STOP SEALANT AT FIRE RATED WALLS, FLOORS

& CEILINGS.

8. NON-METALLIC PIPE PENETRATIONS SHALL BE

SEALED WITH FIRE STOP COLLAR AROUND

PENETRATION WITH FIRE STOP SEALANT.

9. GC SHALL REVIEW PRIOR TO INSTALLATION

ANY CONFLICT OF ENGINEERING TRADE

DEVICES (I.E. FIRE ALARM STROBES) WITH

ARCHITECTURAL DETAILS AND BRING THOSE

DISCREPANCIES TO THE ARCHITECT FOR

REVIEW.

CONSTRUCTION LEGEND

- NEW CONSTRUCTION

- CONSTRUCTION NOTE.

SEE LEGEND BELOW

- EXISTING CONSTRUCTION

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

STORAGE MEZZANINE FLOOR PLAN

A1.2

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

Scale:A1.2 1/4" = 1'-0"

1 STORAGE MEZZANINE FLOOR PLAN N

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

FF

C

E

B

D

80' - 0"

26' - 8" 26' - 8" 26' - 8"

A.3

7'

/8

/8

/2

/2

RIDGE ABOVE

NEW 9' - 0" DIA.

CEILING FANS,

SEE MECH. & ELEC. DWG'S.

EXIST. RELOCATED

SUSP. LIGHT FIXTURES,

SEE ELEC. DWG'S., TYPICAL

F U

LL

T

IL

E

S NEW EXPOSED DUCT WORK,

SEE MECH. DWG'S.

ALIGN

NEW EXPOSED MEZZANINE

FLOOR FRAMING ABOVE

RCP GENERAL NOTES

1. SEE SHEET ROOM FINISH SCHEDULE FOR

CEILING TYPE LOCATIONS AND CEILING

HEIGHTS.

CEILING LEGEND

- 2' x 2' SUSP. ACOUSTICAL

PANEL CEILING

CEILINGS

- GWB SOFFIT

ELECTRICAL

- 1' x 4' SURFACE

MOUNTED LIGHTING

FIXTURE

MECHANICAL

- HVAC RETURN / EXHAUST

GRILL, SEE MECH. DWG'S.

GENERAL

- CONSTRUCTION NOTE.

SEE LEGEND BELOW

X

- 2' x 2' RECESSED

LIGHTING FIXTURE

- EXIST. RELOCATED

SUSP. LIGHT FIXTURE

- NEW EXPOSED MECH.

DUCT WORK,

SEE MECH. DWG'S.

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

REFLECTED CEILING PLAN

A1.3

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

Scale:A1.3 1/4" = 1'-0"

1 REFLECTED CEILING PLAN

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

TYPE F

WIDTH

H E

IG

H

T

TYPE DG

WIDTH

H E

IG

H

T

TYPE L

WIDTH

H E

IG

H

T MIN. 24" X 24"

LOUVER FOR

MECH. TRANSFER

GRILL

PARTITION TYPE A1

PARTITION TYPE C1

3 5/8" X 20 GA. GALV. METAL STUDS 16" O.C.

BASE

PLAN

TOP

ACOUSTICAL SEALANT

5/8" IMPACT-RESISTANT G.W.B.,

TAPE/COMPOUND & PAINT

CONT. GALV. METAL STUD TRACK

3 5/8" X 20 GA. GALV. METAL STUDS 16" O.C.

BASE

PLAN

TOP

ACOUSTICAL SEALANT, EA. SIDE

FINISH CEILING, SEE CEILING PLANS &

ROOM FINISH SCHEDULE

3" SAFB INSUL.

1/ 2"

CONT. GALV. METAL STUD TRACK

5/8" GYP. BOARD, TAPE/COMPOUND & PAINT

COVED BASE, AS SCHED.,

TYP. EACH SIDE

CONT. GALV. METAL STUD TRACKS

CONT. GALV. METAL STUD TRACKS

8" GALV. METAL STUD JOISTS 16" O.C.

3/4" CDX PLYWOOD UNDERLAYMENT

8" GALV. METAL STUD JOISTS 16" O.C.

3/4" CDX PLYWOOD UNDERLAYMENT

COVED BASE, AS SCHED.

5/8" IMPACT-RESISTANT GYP. BOARD,

TAPE/COMPOUND & PAINT. TYP. BOTH SIDES

A3.2

2" 2"

WIDTH

H E

IG

H

T

A2

GENERAL FINISH NOTES

INTERIOR MATERIALS LEGEND

1. SEE INTERIOR MATERIALS LEGEND FOR FINISH SCHEDULE

DESIGNATIONS.

2. ALL ELECTRICAL FIXTURE PLATES AND COVERS SHALL BE WHITE, U.O.N.

3. SEE DOOR SCHEDULE FOR DOOR & FRAME PAINT COLORS.

4. SEE INTERIOR ELEVATIONS ON SHEET A3.1.

FINISH SCHEDULE NOTES

GENERAL DOOR NOTES

1. COORDINATE ALL HOLLOW METAL FRAME THROAT DIMENSIONS

WITH PARTITION TYPES. SEE PARTITION TYPES.

DOOR SCHEDULE LEGEND

WD - WOOD VENEER WITH FACTORY FINISH

H.M. - HOLLOW METAL

FF - FACTORY FINISH

PT - PAINTED; SEE INTERIOR FINISH KEY

FOR COLOR.

PLASTIC LAMINATE

PL-1 - CABINET PLASTIC LAMINATE - TBD

PL-2 - COUNTERTOP SOLID SURFACE - TBD

FLOORING

TURF - TRAINING TURF

C. TILE - CERAMIC TILE w/ EPOXY GROUT

RUBBER - INTERLOCKING RUBBER TILE

WOM-1 - WALK-OFF MAT

RB-1 - JOHNSONITE RUBBER BASE, COLOR - TBD

CB-1 - CERAMIC TILE COVED BASE w/EPOXY GROUT

ACOUSTICAL PANEL CEILING

ACT-1 - ARMSTRONG CORTEGA 770

WITH 15/16" WHITE SUSPENSION SYSTEM

ACT-2 - ARMSTRONG CERAMAGUARD 607

(MOISTURE RESISTANT)

WITH 15/16" WHITE SUSPENSION SYSTEM

PAINT

PT-1 - INTERIOR FIELD COLOR - TBD

PT-2- INTERIOR TRIM COLOR - TBD

1 SEE REFLECTED CEILING PLAN, SHEET A1-2 FOR

CEILING HEIGHTS

HARDWARE SETS

HARDWARE SET 1

1 CONTINUOUS HINGE

1 CLOSER w/INTEGRAL OVERHEAD STOP

1 PULL

1 PUSH PLATE

2 KICKPLATES

1 SET PERIMETER WEATHERSTRIPPING

HARDWARE SET 2

3 HINGES

1 CLOSER

1 PRIVACY LEVER LOCKSET

2 KICKPLATES

1 FLOOR STOP

1 SET SOUND GASKETING

1 MARBLE THRESHOLD, DOUBLE HOLLYWOOD STYLE

HARDWARE SET 3

3 HINGES

1 CLOSER w/INTEGRAL OVERHEAD STOP

1 STOREROOM LEVER LOCKSET

2 KICKPLATES

3 SILENCERS

PARTITION NOTES

1. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER OF OPENING

UNLESS NOTED OTHERWISE.

2. EXTEND GWB TO UNDERSIDE OF FLOOR OR DECK UNLESS OTHERWISE

DETAILED.

3. PROVIDE TILE BACKER BOARD & CERAMIC TILE ON ALL WALLS IN ALL

RESTROOM LOCATIONS.

4. SEE 1/A3.2 FOR MEZZANINE FLOOR JOIST SIZE.

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

PARTITION TYPES & SCHEDULES

A2.1

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

DOOR TYPES

Scale:A2.1 1 1/2" = 1'-0"

1 PARTITION TYPES

FRAME TYPES

DOOR AND FRAME SCHEDULE

DOOR # ROOM NAME ROOM #

DOOR

GLAZING

DOOR FRAME

FUNCTION

DETAIL LOCATION

HARDWARE

SET TYPES

SIGNAGE

TYPE SIGNAGE TEXT REMARKS

PANEL

TYPE WIDTH HEIGHT THICKNESS MAT. FIN.

FRAME

TYPE MAT. FIN. HEAD JAMB SILL

101 VESTIBULE 101 DG TEMP. 3' - 0" 7' - 0" 1 3/4" HM FF A2 HM PT-2 PASSAGE 1/A4.1 2/A4.1 --- 1 C EXIT

110 MECHANICAL ROOM 110 F --- 3' - 0" 7' - 0" 1 3/4" WD FF A2 HM PTD. STOREROOM 1/A4.1 2/A4.1 --- 3 C MECHANICAL ROOM

111 ELEC. 111 F --- 3' - 0" 7' - 0" 1 3/4" WD FF A2 HM PT-2 STOREROOM 1/A4.1 2/A4.1 --- 3 C ELECTRICAL ROOM

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME

FLOOR

SUBSTRATE FLOOR FINISH BASE

WALL

SUBSTRATE WALL FINISH

CEILING

HEIGHT

CEILING

FINISH COMMENTS

101 VESTIBULE CONC. WOM-1 RB-1 GWB PT-1 9' - 6" ACT-1

102 CIRCULATION AISLE CONC. SEALED CONCRETE RB-1 GWB PT-1 ---

103 MULTI-PURPOSE TRAINING ROOM CONC. TURF RB-1; SEE NOTE 1 GWB PT-1 --- 1. PROVIDE RB-1 ON ALL EXIST. WALLS

110 MECHANICAL ROOM CONC. SEALED CONCRETE RB-1 GWB PT-1 9' - 0" GWB/PT-1

111 ELEC. CONC. SEALED CONCRETE RB-1 GWB PT-1 9' - 0" ---

M01 STORAGE MEZZANINE PLYWOOD --- --- GWB PT-1 ---

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

T.O. SLAB

646' - 0"

A

STORAGE MEZZ.

656' - 0 3/4"

/4

3'

EXIST. CONC. FLOOR SLAB

TO REMAIN, TYP. U.O.N.

MECHANICAL

ROOM

MULTI-PURPOSE

TRAINING ROOM

REMOVABLE GUARDRAIL

3/4" CDX PLYWOOD SUBFLOOR

ON 800S162-43 (50) GALV. METAL

STUD/JOISTS 16" O.C.

EXIST. EXT. BLD'G. WALL

TO REMAIN UNDISTURBED,

TYP. U.O.N.

EXIST. BLD'G. ROOF

TO REMAIN UNDISTURBED,

TYP. U.O.N.

FINISH GRADE

EXIST. FOUNDATION WALL

TO REMAIN UNDISTURBED, TYP. U.O.N.

A3.2

A1

STORAGE

MEZZANINE

M01

(6

C

LE

A R

M

IN

7'

NOTE: MEZZANINE FLOOR TO BE

DESIGNED FOR 100 PSF LIVE LOAD

NEW 24"X32" LOUVERS

(SEE MECHANICAL DRAWINGS)

6'

EXTEND PARTITION BELOW

FULL HEIGHT TO ROOF

STORAGE MEZZ.

656' - 0 3/4"

3/4 T&G PLYWOOD SUBFLOOR,,

FACE GRAIN PERPENDICULAR TO JOISTS,

GLUE AND SCREW TO JOISTS USING

1 5/16" LONG TYPE S-12 FASTENERS @ 24" O.C.

GUARDRAIL w/

REMOVABLE SECTIONS

800S162-43 GALV. METAL

STUD/JOISTS 16" O.C.

A1

1 1/2" DIA. SCHED. 40 STEEL

PIPE RAIL POSTS 72" O.C.

1 1/2" DIA. SCHED. 40

STEEL PIPE TOP &

INTERMEDIATE RAILS

#45 SBC SQUARE FLOOR FLANGE

w/ (4) 7/16" DIA. THRU BOLTS

2X8 SOLID BLOCKING,

GLUE TO UNDERSIDE OF

PLYWOOD SUBFLOOR,

TYPICAL AT RAIL POSTS

CONT. 800T200-43 GALV.

METAL TRACK

STORAGE

MEZZANINE

M01

MECHANICAL

ROOM

T.O. SLAB

646' - 0"

STORAGE MEZZ.

656' - 0 3/4"

EXIST. CONC. FLOOR SLAB

TO REMAIN, TYP. U.O.N.

REMOVABLE GUARDRAIL

3/4" CDX PLYWOOD

SUBFLOOR BEYOND

NOTE: EXTEND INT. VESTIBULE

PARTITION BEYOND TO

UNDERSIDE OF INTERIOR

ROOF FINISH AT END OF

MEZZANINE

VESTIBULE

CIRCULATION

AISLE

SUSP. A.C.T. CEILING

1/2" CDX PLYWOOD w/ 5/8"

IMPACT RESISTANT GWB

COLD FORM METAL JOISTS

2" X 2" X 16 GA. ST. ST'L.

CORNER GUARD w/BULLNOSE

RADIUS & PRE-DRILLED

BEVELED HOLES

INTERIOR PARTITIONS,

AS SCHED.

SECURE CORNER GUARDS

TO PARTITIONS w/ST. ST'L.

COUNTERSUNK PHILLIPS

HEAD SCREWS AS

RECOMMENDED BY MFG'R.

3/4" CDX PLYWOOD UNDERLAYMENT2" X 2" X 16 GA. ST. ST'L.

CORNER GUARD w/BULLNOSE

RADIUS & PRE-DRILLED

BEVELED HOLES,

SECURE TO MEZZANINE

w/ST. ST'L. COUNTERSUNK

PHILLIPS HEAD SCREWS AS

RECOMMENDED BY MFG'R.

STORAGE MEZZ.

SECTION

PLAN

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

SECTIONS & DETAILS

A3.2

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025Author

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

Scale:A3.2 1/4" = 1'-0"

1 SECTION THRU STORAGE MEZZANINE

Scale:A3.2 3/4" = 1'-0"

3 DETAIL - MEZZANINE GUARDRAIL

Scale:A3.2 1/4" = 1'-0"

2 SECTION THRU VESTIBULE

Scale:A3.2 1 1/2" = 1'-0"

10 DETAIL - ST. ST'L. CORNER GUARD

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

5/8" G.W.B. WALL FINISH,

AS SCHEDULED,

TAPE/COMPOUND & PAINT,

TYP. EACH SIDE OF WALL

GALV. METAL STUDS, AS SCHED.,

16" O.C.

CONT. PERIMETER SEALANT

2"H.M. DOOR FRAME,

AS SCHED., PAINT

NEW DOOR, AS SCHED.

1/2"

1/8"

1/ 2"

M

IN

DEPTH

JAMB

5/ 8"

DIMENSION

THROAT

THICKNESS

WALL

GALV. METAL NESTED STUD HEADER

5/8" G.W.B. WALL FINISH, AS SCHED.,

TAPE/COMPOUND & PAINT,

TYP. EACH SIDE OF WALL

GALV. METAL STUDS,AS SCHED.,16" O.C.

BACKER ROD & SEALANT

2"

H.M. DOOR FRAME

w/ STUD WALL ANCHOR, MIN. (3) REQ'D. PER JAMB

DOOR, AS SCHED.

1/ 2"1/

8"

1/2" MIN.

D E

P T

H

JA

M

B

5/8"

D

IM

E N

S I O

N

T H

R O

A T

T H

IC

K

N E

S S

W A

LL

**VARIES**

WIDE

NEW #4 BARS x 12" LONG, DOWEL @ 12" O.C., DRILL & EPOXY w/HILTI HY 200

ADHESIVE, PROVIDE MIN. 4"

EMBEDMENT, TYP. @ PERIMETER

OF SLAB REPLACEMENT

EXISTING SLAB EXISTING SLAB

M A

T C

H E

X

IS

T

FINISH SURFACE

TO MATCH EXISTING

#4's @ 12" O.C. E.W.

COMPACTED CRUSHED STONE

3/ 4"1/

2"

REDUCER STRIP

SYNTHETIC

TURF FLOOR

2"

VINYL LINER

BREAK METAL

DRIP CAP

NEW LOUVER

C GIRT

BATT INSULATION

BREAK METAL

JAMB/HEAD COVER TRIM

EXISTING METAL

SIDING PANEL

SEALANT &

BACKER ROD

VINYL LINER RETAINER STRIP

C GIRT

HEAVY GAUGE ALUMINUM

WEATHER FLASHING

REVISIONS:

DATE DESCRIPTION BY

STATE OF NEW HAMPSHIRE

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF PUBLIC WORKS DESIGN & CONSTRUCTION

JOHN O. MORTON BUILDING

7 HAZEN DRIVE BOX 483 ROOM 250

CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX (603) 271-3515

DRAWN BY: SCALE: DATE:

TTG PROJECT 5442

CONTRACT:

SHEET:

ENGINEER/ARCHITECT:

BAH

DESIGNED BY:

BAH

APPROVED BY:

WDH

CHECKED BY:

WDH

STAMP:

COPYRIGHT: THE H.L. TURNER GROUP INC.

C 2024

"Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only - except as excluded by individual specifications (e.g. Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others.

The Architect shall bear no responsibility for any modifications to the original documents by others."

ISSUE: ISSUED FOR BIDDING

AS INDICATED

311 Great Road

Littleton, MA 01460 t: 978.486.4301 e-mail: info@blwengineers.com

ELECTRICAL * PLUMBING * FIRE PROTECTION

DOOR & VIEW WINDOW DETAILS

A4.1

NEW HAMPSHIRE ARMY NATIONAL GUARD

RTE. 126 - CENTER STRAFFORD, NH

JUNE 10. 2025BAH

BUILDING 12 - PROPOSED MULTI-PURPOSE

TRAINING CENTER

Scale:A4.1 3" = 1'-0"

1 DETAIL - INT. H.M. DOOR HEAD

Scale:A4.1 3" = 1'-0"

2 DETAIL - INT. H.M. DOOR JAMB

Scale:A4.1 1/2" = 1'-0"

3 TYPICAL SLAB INFILL DETAIL

Scale:A4.1 3" = 1'-0"

5 TRANSITION DETAIL

Scale:A4.1 1 1/2" = 1'-0"

4 LOUVER DETAIL

BIDDING & CONSTRUCTIONDEPARTMENT OF MILITARY AFFAIRS AND

VETERANS SERVICES

F

X-X

X

CONNECT NEW TO EXISTING

TERMINATION POINT OF

XX

XX

INDICATES SECTION NUMBER

INDICATES ON WHICH

DRAWING SECTION APPEARS

EQUIPMENT DESIGNATION (REFER

TO EQUIPMENT SCHEDULES)

EQUIPMENT NUMBER

SYSTEM NUMBER

1 SHEET NOTE NUMBER

PREPURCHASED EQUIPMENT

CONNECT TO MANUFACTURER'S

PRE-PIPED CONNECTION

1 INDICATES REVISION & NUMBER

FIRE DAMPER WITH ACCESS DOOR

RATING

NUMBER INDICATES THE

HOURLY FIRE RESISTANCE RATING.

IF NONE IS SHOWN, THE RATING

IS 1 1/2 HOURS.

FUNCTION

(M) INDICATES "MONITORED"

(-) INDICATES "NOT-MONITORED"

TYPE

(D) INDICATES "DYNAMIC TYPE"

(-) INDICATES "STATIC TYPE"

DEMOLITION

INDICATES RISER NUMBER

INDICATES PIPE SIZE

X

X

1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT AND

MATERIALS LISTED IN PLUMBING MATERIALS LIST.

2. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, MATERIALS, AND

LABOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM AS INDICATED ON THE

DESIGN DOCUMENTS.

3. CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS PRIOR

TO AND DURING CONSTRUCTION.

4. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE

(1) YEAR FROM DATE OF ACCEPTANCE BY OWNER.

5. ALL MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE

APPLICABLE STATE PLUMBING CODE, STATE CODE, LOCAL CODES, AND ALL

AUTHORITIES…