repair fire suppression, hangar building 138 · 2020-07-01 · sheet number sheet title project...

Sheet Number

Sheet Title

Project Title

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Architects & Interior DesignersMontgomery | Dothan

(M) 334. 263. 5162 (D) 334. 791. 5248 www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised

Architects & Interior Designers1115 South Court Street Montgomery, AL 36104

334. 263. 5162 www.sslarch.com

T1.0

TITL

E S

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RAW

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IND

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138

117

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BRKR162323/SSL17070

20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCDDRAWING INDEXSHEET NO. SHEET NAME08 ELECTRICAL

E-001 ELECTRICAL LEGEND AND GENERAL NOTESE-002 LIGHTING SCHEDULE AND DETAILSE-003 FIRE ALARM DETAILS BUIDLING 138E-004 FIRE ALARM DETAILS BUILDING 138E-100 NEW WORK ELECTRICAL PLAN FIRE PUMP BUILDINGE-101 NEW WORK HANAGAR 138 POWER PLAN

09 FIRE ALARM SITEFAS-1 NEW WORK FIRE ALARM SITE PLAN

10 FIRE ALARMFA-001 FIRE ALARM LEGEND AND GENERAL NOTES BUILDING 138FA-002 FIRE ALARM DETAILS BUILDING 138FA-003 FIRE ALARM DETAILS BUILDING 138FA-004 FIRE ALARM/MASS NOTIFICATION MATRIX BUILDING 138FA-005 FIRE ALARM/MASS NOTIFICATION RISER BUILDING 138FA-100 FIRE ALARM DEMOLITION PLAN BUILDING 138FA-200 NEW WORK FIRE ALARM MASS NOTIFICATION BUILDING 138FA-201 NEW WORK FIRE ALARM BUILDING 137

DRAWING INDEXSHEET NO. SHEET NAME05 FIRE PROTECTION

FP001 FIRE PROTECTION LEGEND AND ABBREVIATIONSFP100 FIRE PROTECTION SITE PLANFP101 FIRE PROTECTION PLAN - OVERALL DEMOFP102 FIRE PROTECTION PLAN - BUILDING 136 PUMP HOUSE DEMOFP110 FIRE PROTECTION PLAN - OVERALL NEW WORKFP111 FIRE PROTECTION PLAN - PUMP HOUSE NEW WORKFP112 FIRE PROTECTION PLAN - OPTICAL DETECTIONFP401 FIRE PROTECTION RISER PLANFP501 FIRE PROTECTION DETAILSFP601 FIRE SUPPRESSION SCHEDULEFP701 FIRE SUPPRESSION CONTROLS -1FP702 FIRES SUPPRESSION CONTROLS - 2

06 MECHANICALMP110 MECHANICAL PLAN - BUILDING 136 - NEW WORKMP111 MECHANICAL PLAN FIRE PROTECTION EQUIPMENT ROOM

07 ELECTRICAL SITEES-1 ELECTRICAL SITE PLANES-2 ELECTRICAL SITE DETAILSES-3 ELECTRICAL SITE DETAILS

DRAWING INDEXSHEET NO. SHEET NAME00 TITLE

T1.0 TITLE SHEET & DRAWING INDEX01 LIFE SAFETY

LS-1 LIFE SAFETY PLAN - BUILDING 138LS-2 LIFE SAFETY CODE CALCULATIONS/NOTESLS-3 LIFE SAFTEY CODE CALCULATIONS

02 CIVILC1.0 SITE DEMOLITION PLANC2.0 SITE PLANC3.0 SITE DETAILS

03 ARCHITECTURALA2.1 PUMP HOUSE PLANA2.2 PUMP HOUSE ROOF PLAN AND SECTIONA2.3 GROUND FLOOR PLAN - BUILDING 138A2.4 DOOR SCHEDULES & DETAILSA2.5 DETAILSA2.6 REFLECTED CEILING PLAN

04 STRUCTURALS0.1 GENERAL NOTES & TYPICAL DETAILSS1.1 FOUNDATION& ROOF FRAMING PLANS

Approvals:Title: Signature: Date:Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Using Agent

Repair Fire Suppression, Hangar Building 138

TYPE B-3 (100%)SUBMITTALBRKR162323Birmingham IAP (ANG), AL

Option #3

Schedule of Bid Options:

NA

Option #2 NA

Option #1 NA

Option #4 NA

Option #5 NA

Architect:

Design Team:

Plumbing, Mechanical, & Fire Protection:

Consulting Engineers:

Electrical:

Structural:

975 SF

CONTROLROOMM107

700 SF

CLASSROOMM108

307 SF

CORRIDORM109

1124 SF

READY ROOMM118

674 SF

MENM119

133 SF

CHIEFM114

133 SF

CHIEFM112

59 SF

CLOS.M111

60 SF

CLOS.M113

41 SF

CLOS.M115

257 SF

WOMENM121

995 SF

TOOL ROOMM124

17247 SF

MAINTENANCEHANGAR

M101

1053 SF

MECHANICALM106

213 SF

ELECTRICALM105

100 SF

COMMM104

1064 SF

STORAGEM103

6 SF

CLOSETM123

26 SF

VESTIBULEM120

14 SF

COMMM117

CONVERT EXISTING DOOR INTO AN EXIT PER UFC 4-211-01, SECTION3-3.1.9

NEW DOOR TO PROVIDE EXIT FROM HANGAR PER UFC 4-211-01, SECTION 3-3.1.9

CONVERT EXISTING DOOR INTO AN EXIT PER UFC 4-211-01, SECTION3-3.1.9

NEW DOOR TO PROVIDE EXIT FROM HANGAR PER UFC 4-211-01, SECTION 3-3.1.9

131 SF

OIC OFFICEM110

30 SF

JANITORM116COMMON PATH OF EGRESS TRAVEL (65'9")

M115

M116

M109

M108

M107

M106

M144

M110

M111

M102

M105

M103

M104

M113

M114

M118

M120

M119M122

?

M123

M124

M121M125

M126M127

M128

M131M129

M130

M132

M133M134

M136

M135

M142

M137

M140M101

M112

M117

NEW ONE HOUR RATED WALL TO PROVIDE DEDICATED FIRE PROTECTION EQUIPMENT ROOM PER UFC 4-211-01, SECTION 3-6.7

270 SF

FS EQUIPROOMM125

M145

M143

NEW DOOR FOR EXTERIOR ACCESS TO FIRE PROTECTION EQUIPMENT ROOM

M146

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

EMERGENCY EXIT SIGNAGE

SYMBOLS LEGEND

GROUP B - BUSINESS OCCUPANCY PER IBC CHAPTER 3LOW HAZARD PER CLASSIFICATION PER NFPA 101

GROUP S-1 - STORAGE PER IBC CHAPTER 3ORDINARY HAZARD CLASSIFICATION PER NFPA 101

NEW ONE HOUR RATED WALL CONSTRUCTIONUL U905

GROUP S-1 - STORAGE PER IBC CHAPTER 3HIGH HAZARD CLASSIFICATION PER NFPA 101CLASS I, DIVISION 2 PER NFPA 70

GROUP S-1 - STORAGE PER IBC CHAPTER 3ORDINARY HAZARD CLASSIFICATION PER NFPA 101CLASS I, DIVISION 2 U TO 18" ABOVE HANGAR FLOOR PER UFC 4-211-01 SECTION 3-7.1

DENOTES PROPOSED LOCATION OF DRAFTSTOPPING REQUIRED BY NFP 409 SECTION 5.17.2

DENOTES EXISTING WALLS REQUIRED TO BE ONE HOUR RATED. CONTRACTOR TO PATCH, SEAL, AND FIRESTOP ALL EXISTING AND NEW PENETRATIONS IN EXISTING WALL ASSEMBLY

REFER TO DRAWING SHEET A2.4 FOR LOCATION OF EXIT AND NO EXIT SIGNAGE COMPLYING WITH NFPA 101 SECTION 7.10

REFER TO DRAWING SHEET LS-2 FOR LIFE SAFETY CODE ANALYSIS

REFER TO DRAWING SHEET LS-3 FOR LIFE SAFETY CALCULATIONS

Sheet Number

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LS-1

LIFE

SA

FETY

PLA

N-B

UIL

DIN

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38RE

PAIR

FIR

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38

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BRKR162323/SSL17070

20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

3/32" = 1'-0"LS-1

1 LIFE SAFETY CODE PLAN - BULDING 138

Building 138 Life Safety Analysis Date: 4 December 2017

BRKR 162323/SSL 1707

Item Description Code CodeReference

Requirement Actual InCompliance

Proposed Remedy If notIn‐Compliance

Notes

1 Occupancy Type

UFC 3‐600‐01 3‐2 Refers to IBCIBC 311.2 Moderate Hazard S‐1 NA NAIBC 304.1 Group B ‐ Business NA NA

2 Construction Parameters2.1 Construction Type UFC 3‐600‐01 6‐1 Refers to IBC

IBC 602.2.2 Type IIB NA Yes

2.2 Building Height Limitation UFC 3‐600‐01 5‐2 Refers to IBCIBC 504.3 75 Feet 69 Feet YesIBC 504.4 3 Floors above grade 1 Floor Yes

2.3 Building Area Limitation UFC 3‐600‐01 5‐3 Refers to IBCIBC 506.2.1 83,125 SF 28,351 SF Yes Includes 13,125 for frontage

increase for S‐1 occupancy.Assumes non‐separated

occupancies per section 508.3.

3Fire Resistant Rated ConstructionRequirements

3.1 Protection of Structural Members UFC 3‐600‐01 6‐1 Refers to IBCIBC Table 601 Construction Type IIB requires 0

hour rating on all building elementsUFC 4‐211‐01 3‐3.1.2 Nothing above IBC is required

when sprinklered

3.2 Separation Between Building UFC 3‐600‐01 6‐2 Refers to IBCIBC Table 602 0 Hour rated exterior

wall is allowed fortype IIB Constructionwith fire separationdistance greater than

10 feet.

Minimum separationpresent is 25'‐1" .

Yes 25'‐1" assumes an imaginary lotline per section 202 of the IBC

established between buildings 135and 138.

UFC 4‐211‐01 3‐3.1.8 Refers to NFPA 409NFPA 409 5.3.1 50FT Yes Existing separation is 50'‐2" as

measured on site by Architect.

3.3 Occupancy Separation UFC 3‐600‐01 5‐4Mixed Use & Occupancy IBC 508 0 Hour NA Yes

Incidental Uses UFC 3‐600‐01 5‐5 Refers to NFPA 101NFPA 101 No spaces in the building meet the

criteria for incidental useseparation

UFC 4‐211‐01 3‐3.1.3 1 HR Separation Yes All walls separating hangar baysfrom adjacent spaces are CMU andappear to be in conformance withthe requirements of a 1 hour rated

assembly.

UFC 4‐211‐01 3‐6.7 1 HR Separationrequired around fireprotection equipment

rooms

Will Comply Provide new CMU walls toenclose the fire protection

equipment room.

UFC 4‐211‐01 3‐7.1 Hazardous Locations Yes Classify room M103 and M124 asClass I, Division 2 up to 18" above

hangar floor.

3.4 Interior Finishes UFC 3‐600‐01 8‐1 Refers to NFPANFPA 101 42.3.3.2 Class A, B, or C NA Yes Existing finishes are intended to

remain. Existing finishes includemetal panel, painted CMU, and

painted sheetrock.

4 Fire Protection Systems4.1 Fire Protection Systems UFC

3‐600‐01Will Comply Upgrade fire protection

systems to be in compliancewith UFC requirements.

See fire protection systemsdrawings.

5 Miscellaneous Provisions5.1 Draft Curtains UFC 4‐211‐01 3‐3.1.10 Refers to NFPA 409

NFPA 409 5.17.2 required to subdivideroof area into

maximum of 7,500 SF

Will Comply Add metal panels to primarystructural trusses to create

draft curtains.

5.2 Exterior Fire Fighting Accessibility UFC 4‐211‐01 3‐3.1.11 Yes

5.3 Exterior Walls UFC 4‐211‐01 3‐3.2.3 CMU up to 10' AFF inall hangar bays

Yes

5.4 Interior Fire Fighting Accessibility UFC 4‐211‐01 3‐3.1.12 ability to operate thehangar door under

emergency conditions

Will Comply Provide emergency dooroperation in accordancewith UFC requirements.

See electrical drawings.

Item Description Code CodeReference

Requirement Actual InCompliance

Proposed Remedy If notIn‐Compliance

Notes

6 Means of Egress UFC 3‐600‐01 10‐1 Refers to NFPA6.1 Travel Distance to Exits NFPA 101 42.2.6 400FT For Ordinary Hazard Areas Yes

100FT For High Hazard Areas Yes

6.2 Emergency Lighting 42.2.9 YesRequired per 7.9. See electrical

narrative.

6.3 Means of Egress Illumination 42.2.8 YesRequired per 7.8. See electrical

narrative.

6.4 Dead End Corridor 42.2.5 100 FT For Ordinary Hazard Areas Yes0Ft For High Hazard Areas Yes

6.5 Common Path of Egress Travel 42.2.5 100 FT For Ordinary Hazard Areas Will Comply Add exterior door in ReadyRoom M118 to reduce

common path of egress fromrooms M119 and M121

0Ft For High Hazard Areas Will ComplyAdd new egress door to

room M103.

6.6 Capacity of Means of Egress 42.2.3 See Life Safety Plan Yes

6.7 Number of Means of Egress 42.2.4 See Life Safety Plan Yes

6.8 Exit Access Corridors 7.1.3.1 0 HR Rating NA Yes exception 1 for existing buildings

6.9 Minimum Door Width 7.2.1.2.3.2 28 inches NA Yes exception 4 for existing buildings

6.10 Minimum Clear Width of Ramps 7.2.5.3(b) 30 inches 37 inches Yes

6.11 Maximum Slope of Ramp 7.2.5.3(b) 1 in 8 0.079 Yes

6.12 Maximum Height Between Landings 7.2.5.3(b) 12 FT Yes

6.13 Occupant Load Factors UFC 3‐600‐01 10‐3 500FT per person for hangars

NFPA 101 7.3.1.2 100FT per person Business

6.14 Min. Egress Width NFPA 101 7.3.4.1( 2) 36 inches See Life Safety Plan

6.15 Min. Number of Exits 7.4.1.1 2 See Life Safety Plan Yes See Life Safety CalculationsUFC 4‐211‐01 3‐3.1.9 provide exits around

entire perimeter ofhangar bay at maxspacing of 150 FT

See Life Safety Plan Will Comply Provide new exit throughrooms M103 and M124

3‐3.1.9 provide exit doorswithin 20' of each endof the hangar bay

door opening in lieuof every 150'

See Life Safety Plan Will Comply Provide new exit throughrooms M103 and M124

personnel access doors in hangarbay doors are not considered exits

for egress

3‐3.1.9 support areas maynot exit through thehangar bay with theexception of normallyunoccupied roomsless than 100 SF

See Life Safety Plan Yes

6.16 Door Hardware UFC 4‐211‐01 3‐3.1.9 Provide each requiredexit from the hangar

bay with panichardware and swing

the door in thedirection of egress

travel

Will Comply Provide panic hardware atdoors M102 and M134 thatare being converted to exits

6.17 Tactile Exit Signage NFPA 101 7.10.1.4 not required (existingbuilding exemption

7.10.1.4)

not present Will Comply Install tactile exit signs perNFPA requirements

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LS-2

LIFE

SA

FETY

CO

DE

CALC

ULA

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NO

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DCD

F. BRADLEY/FEL/DCD

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LS-3

LIFE

SA

FTE

Y C

OD

ECA

LCU

LATI

ON

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PAIR

FIR

E S

UPP

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ION

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UIL

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38

117

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20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

LIFE SAFETY CALCULATIONSNumber Room Name Occupancy Type (IBC) Area

Occupant Factor (UFC4-211-01/NFPA 101)

Occupancy Load(UFC 3-211-01)

Exits Required(NFPA 101)

WIDTHFACTOR

RequiredEgress Width Comments

M125 FS EQUIP ROOM 270 SFM126 VESTIBULE 26 SF

M106 MECHANICAL ACCESSORY STORAGE 1053 SF 300 SF 4 1 0.2 1M105 ELECTRICAL ACCESSORY STORAGE 213 SF 300 SF 1 1 0.2 1M104 COMM ACCESSORY STORAGE 100 SF 300 SF 1 1 0.2 1

M107 CONTROL ROOM BUSINESS 975 SF 100 SF 10 1 0.2 2M108 CLASSROOM BUSINESS 700 SF 100 SF 7 1 0.2 2M109 CORRIDOR BUSINESS 307 SF 100 SF 4 1 0.2 1M118 READY ROOM BUSINESS 1124 SF 100 SF 12 1 0.2 3M119 MEN BUSINESS 674 SF 100 SF 7 1 0.2 2M114 CHIEF BUSINESS 133 SF 100 SF 2 1 0.2 1M112 CHIEF BUSINESS 133 SF 100 SF 2 1 0.2 1M111 CLOS. BUSINESS 59 SF 100 SF 1 1 0.2 1M113 CLOS. BUSINESS 60 SF 100 SF 1 1 0.2 1M115 CLOS. BUSINESS 41 SF 100 SF 1 1 0.2 1M121 WOMEN BUSINESS 257 SF 100 SF 3 1 0.2 1M120 VESTIBULE BUSINESS 26 SF 100 SF 1 1 0.2 1M117 COMM BUSINESS 14 SF 100 SF 1 1 0.2 1M110 OIC OFFICE BUSINESS 131 SF 100 SF 2 1 0.2 1M116 JANITOR BUSINESS 30 SF 100 SF 1 1 0.2 1

M101 MAINTENANCEHANGAR

STORAGE (HIGH HAZARD) 17247 SF 500 SF 35 1 0.4 14 ADDITIONAL EXITS REQUIREDPER UFC 4-211-01 SECTION3-3.1.9

M124 TOOL ROOM STORAGE (ORDINARYHAZARD)

995 SF 500 SF 2 1 0.2 1

M103 STORAGE STORAGE (ORDINARYHAZARD)

1064 SF 500 SF 3 1 0.2 1

M123 CLOSET STORAGE (ORDINARYHAZARD)

6 SF 500 SF 1 1 0.2 1

EXISTING WALLS TO REMAIN

NEW CMU/BRICK VENEER WALLS

NEW DOOR

35' -

0"

OSF OF EXISTING BRICK/BLOCK WALL

7' - 8"

2A2.2

___________

EXISTING SLAB TO REMAIN

NEW 4" CONCRETE SLAB

101

A2.1

3

A2.1

4

A2.1

5

A2.1

6

EXISTING CMU & BRICK WALL TO BE DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING ROLL UP DOOR TO REMAIN

EXISTING BRICK VENEER WALL TO REMAIN

NEW BRICK/CMU WALL ASSEMBLY

DOWNSPOUTS


EXISTING ROLL UP DOOR TO REMAIN

EXISTING BRICK VENEER WALL TO REMAIN

NEW DOWNSPOUTS


NEW DOWNSPOUTS


NEW DOWNSPOUTS

RIDGE CAP TYPICAL

HIP CAP TYP.Sheet Number

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A2.1

PUM

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DCD

F. BRADLEY/FEL/DCD

1/4" = 1'-0"A2.1

2 NEW PUMP HOUSE PLAN

1/4" = 1'-0"A2.1

1 PUMP HOUSE DEMOLITION PLAN

1/8" = 1'-0"A2.1

3 SOUTHWEST ELEVATION1/8" = 1'-0"A2.1

4 SOUTHEAST ELEVATION

1/8" = 1'-0"A2.1

5 NORTHEAST ELEVATION1/8" = 1'-0"A2.1

6 NORTHWEST ELEVATION

STANDING SEAM METAL ROOF

SELF ADHERED ROOF UNDERLAYMENT

RIGID INSULATION (4")

METAL ROOF DECK

COLD FORMED METAL TRUSSES

GUTTER

P.T. WOOD BLOCKING

SHEETMETAL FASCIA

CONTINUOUS CLEAT

SEALANT

METAL CLOSURE TRIM

P.T. PLYWOOD

METAL SOFFIT PANEL

METAL CLOSURE TRIM AND SEALANT

FACE BRICK

8" CMU

POROUS FILL

RIGID INSLUATION (2")

SHEET MEMBRANE WATERPROOFING, PROTECTION BOARD, DRAINAGE PANEL

PERFORATED PIPE -SEE CIVIL

CONCRETE FOOTING -SEE STRUCTURAL

SEE

STR

UCTU

RAL

STR

UCTU

RAL

SEE

9' -

4"

1' - 8"

0' - 8"

SOLID GROUT BELOW GRADE

DAMPPROOFING

STRUCTURAL

SEE

A2.23

RIGID INSULATION

GROUT FILL BELOW GRADE

POROUS FILL

VAPOR BARRIER

AIR SPACE

MORTAR NET

A2.53 Sim

CONCRETE FILL CMU BELOW GRADE AND PER STRUCTURAL

.050 MILLFIN. ALUM RECEIVER

.050 MILLFIN. ALUM COUNTER FLASHING

2A2.2

___________

DOWNSPOUTS

DOWNSPOUTS

DOWNSPOUTS

DOWNSPOUTS

4" / 1'-0"

4" / 1'-0"

4" / 1

'-0"

4" / 1

'-0" OSF OF BRICK BELOW

GUTTER

STANDING SEAM METAL ROOF PANELS

0' - 5"

0' -

4 1

/2"

P.T. WOOD BLOCKING

DAMPPROOFINGSHEET METAL FASCIACONTINUOUS CLEETSEALANT & BACKER ROD (3/8" MIN)METAL CLOSURE TRIM

GUTTER (SEE SPECS)GUTTER STRAPMETAL EDGE ANGLE (SEE STRUCTURAL)METAL DECK (SEE STRUCTURAL)SELF ADHERED ROOF UNDERLAYMENTSTANDING SEAM METAL ROOF

1' - 8"

METAL SOFFIT PANELDAMPPROOFINGP.T. PLYWOOD

METAL CLOSURE TRIMSEALANT & BACKER ROD (3/8" MIN)WEEP

BOND BEAM (SEE STRUCTURAL)

STANDARD BRICKAIR SPACERIGID INSULATIONDAMPPROOFINGCMU

RIGID INSULATION

SEE STRUCTURAL

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A2.2

PUM

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AN

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20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

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

2 TYPICAL WALL SECTION

1/4" = 1'-0"A2.2

1 ROOF PLAN

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

3 EAVE DET AIL

975 SF

CONTROLROOMM107

700 SF

CLASSROOMM108

307 SF

CORRIDORM109

1124 SF

READY ROOMM118

674 SF

MENM119

133 SF

CHIEFM114

133 SF

CHIEFM112

59 SF

CLOS.M111

60 SF

CLOS.M113

41 SF

CLOS.M115

257 SF

WOMENM121

995 SF

TOOL ROOMM124

17247 SF

MAINTENANCEHANGAR

M101

1053 SF

MECHANICALM106

213 SF

ELECTRICALM105

100 SF

COMMM104

1064 SF

STORAGEM103

6 SF

CLOSETM123

26 SF

VESTIBULEM120

14 SF

COMMM117

131 SF

OIC OFFICEM110

30 SF

JANITORM116

M115

M116

M109

M108

M107

M106

M144

M110

M111

M102

M105

M103

M104

M113

M114

M118

M120

M119M122

M123

M124

M121M125

M126M127

M128

M131

M129

M130

M132

M133M134

M136

M135

M142

M137

M140M101

M112

M117

270 SF

FS EQUIPROOMM125

M145

M143

1

A2.5

Sim___________

2

A2.5

Sim___________

2

A2.5

Sim___________

M146

3

3

3

3

3

3

3

3

4

4

4

4

4

4

4

4

4

4

41

2

26 SF

VESTIBULEM126

LEGEND:EXISTING WALLS TO REMAIN

NEW CMU WALLS

EXISTING DOORS TO REMAIN(SEE DOOR SCHEDULE FOR MODIFICATIONS TO EXISTING DOORS WHERE APPLICABLE)

NEW DOORS (SEE DOOR SCHEDULE)

NEW DRAFT CURTAIN - SEE DETAILS

1

A101

SIM___________ DETAIL TAG

202A DOOR TAG - SEE DOOR SCHEDULE

ROOM NAME101

150 SFROOM TAG

PAINT BOTH SIDES OF NEW CMU WALLS PER SPECIFICATION SECTION 09 90001

TEMPORARILY SHORE EXISTING WALL AS REQUIRED. REMOVE EXISTING CMU/BRICK AS REQUIRED TO INSTALL NEW DOOR/FRAME ASSEMBLY AND NEW LINTEL. REFER TO STRUCTURAL FOR LINTEL SIZING AND JAMB REINFORCING REQUIREMENTS. PAINT NEW CMU WALLS TO MATCH EXISTING ADJACENT CMU WALLS SCHEDULED TO REMAIN.

2

PROVIDE NEW STRUCTURAL COMPONENTS AS REQUIRED FOR PROPER MOUNTING OF NEW FOAM GENERATORS. REFER TO STRUCTURAL DRAWINGS. PAINT ALL NEW STEEL TO MATCH EXISTING ROOF STRUCTURE

3

REMOVE ALL EXISTING ACOUSTICAL TILE CEILING IN THESE AREAS AS REQUIRED TO REMOVE EXISTING SPRINKLER SYSTEMS AND INSTALL NEW SPRINKLER SYSTEMS. SECURE EXISTING LIGHT FIXTURES, HVAC REGISTERS/EQUIPMENT, AND OTHER ASSOCIATED COMPONENTS. INSTALL NEW CEILNGS AND REINSTALL ALL EXISTING CEILING COMPONENTS NOT SCHEDULED FOR DEMOLITION. REFER TO DRAWING SHEET A2.6 FOR NEW REFLECTED CEILING PLAN.

4

SPECIFIC NOTES:

SPECFIC NOTE TAG#

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A2.3

GRO

UN

D F

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-BU

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138

REPA

IR F

IRE

SU

PPRE

SSIO

N,

HA

NG

AR,

BU

ILD

ING

138

117

ARW

BIR

MIN

GH

AM

, AL

BRKR162323/SSL17070

20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

3/32" = 1'-0"A2.3

1 GROUND FLOOR PLAN - BULDING 138

ROOM FINISH SCHEDULE

NUMBER ROOM NAMEFLOORFINISH

WALL CEILINGDOORFINISH

BASEFINISH

WALLMATERIAL

WALLFINISH

CEILINGMATERIAL

CEILINGFINISH

REFLECTED CEILING PLANM107 CONTROL ROOM ETR ETR ETR ETR ACT 1M108 CLASSROOM ETR ETR ETR ETR ACT 1M109 CORRIDOR ETR ETR ETR ETR ACT 1M110 OIC OFFICE ETR ETR ETR ETR ACT 1M112 CHIEF ETR ETR ETR ETR ACT 1M114 CHIEF ETR ETR ETR ETR ACT 1M116 JANITOR ETR ETR ETR ETR ACT 1M118 READY ROOM ETR ETR ETR ETR ACT 1M119 MEN ETR ETR ETR ETR ACT 1M120 VESTIBULE ETR ETR ETR ETR ACT 1M121 WOMEN ETR ETR ETR ETR ACT 1M125 FS EQUIP ROOM ETR - CMU/ETR PAINT GWB PAINT PAINTM126 VESTIBULE ETR ETR ETR ETR ACT 1

0' -

4"

SEE

DO

OR S

CHED

ULE

HEI

GHT

0' - 2"

SEE DOOR SCH.WIDTH

0' - 2"

HOLLOW METAL DOOR FRAME

F1

SEE

DO

OR S

CHED

ULE

HEI

GTH

SEE DOOR SCH.WIDTH

INSLUATED HOLLOW METAL DOOR

D1

0' -

4"

SEE

DO

OR S

CHED

ULE

HEI

GHT

0' - 2"

SEE DOOR SCH.

WIDTH X 20' - 2"

HOLLOW METAL DOOR FRAME

F2

FIELD PAINT ALL NEW DOORS AND FRAMES PER SECTION 09 9000

EXISTING BRICK VENEER TO REMAIN

REMOVE AND REINSTALL EXISTING BRICK AT NEW OPENINGS AS REQUIRED TO INSTALL NEW FLASHING SYSTEMS

NEW MORTAR NET

REMOVE AND REINSTALL RIGID INSULATION AT NEW OPENINGS AS REQUIRED TO INSTALL NEW FLASING SYSTEMS

THRU WALL FLASHINGWEEP

NEW LINTEL - SEE STRUCTURAL

NEW HOLLOW METAL FRAME (GROUT FILL)

EXISTING RIGID INSULATION TO REMAINEXISTING CMU WALL TO REMAIN

NEW TERMINATION BAR & SEALANT

SEALANT & BACKER ROD (3/8" MIN)

SEALANT & BACKER ROD

NEW HOLLOW METAL DOOR

NEW CMU BOND BEAM - SEE STRUCTURAL FOR LINTEL AND SHORING REQUIREMENTS. PAINT NEW CMU TO MATCH ADJACENT WALLS SCHEDULED TO REMAIN

(0.08M)0' - 3"

AS REQ.

SEE

FRAM

E SC

HED

ULE

EXISTING BRICK VENEER TO REMAIN

REMOVE AND REINSTALL EXISTING BRICK AT NEW OPENINGS AS REQUIRED TO INSTALL CMU

REMOVE AND REINSTALL RIGID INSULATION AT NEW OPENINGS AS REQUIRED TO INSTALL CMU

NEW HOLLOW METAL FRAME (GROUT FILL)

EXISTING RIGID INSULATION TO REMAINEXISTING CMU WALL TO REMAIN

SEALANT & BACKER ROD (3/8" MIN)

SEALANT & BACKER ROD

NEW HOLLOW METAL DOOR

NEW REINFORCED CMU JAMB BLOCK. PAINT NEW CMU TO MATCH EXISTING ADJACENT WALLS SCHEDULED TO REMAIN

JAMB ANCHORS (3 EACH SIDE)

PROVIDE RADIUS CMU BLOCK AT ALL JAMBS EXCEPT BOTTOM COURSE -PROVIDE SQUARE BLOCK AT BOTTOM COURSE - TYPICAL

(0.08M)0' - 3"

AS REQ

SEE

FRAM

E SC

HED

ULE

RIGID INSULATIONDAMPPROOFING

THRU WALL FLASHINGWEEP

SEALANT BACKER ROD GROUT FILL FRAME (TYP)

P.T. WOOD BLOCKINGAS REQUIRED

(0.17M)

0' - 6 3/4"

(0.08M)0' - 3"

See

Fram

e Sc

hedu

le

DOOR - SEE DOOR SCHEDULE

TERMINATION BAR AND SEALANT

STEEL LINTEL

SHIM AS REQUIRED

LINTEL - SEE STRUCTURAL

DOOR FRAME - SEE FRAME SCHEDULE

3/8"

MIN

.

MORTAR NETSTANDARD BRICK

(0.08M)0' - 3" (0.17M)

0' - 6 3/4"

GROUT FILL

SEE DOOR SCHEDULE

BACKER ROD AND SEALANT

3/8"

MIN

.Se

e Fr

ame

Sche

dule

JAMB ANCHORS (3 EACH SIDE)

REINFORCE JAMB -SEE STRUCTURAL

PROVIDE RADIUS CMU BLOCK AT ALL JAMBS EXCEPT BOTTOM COURSE -PROVIDE SQUARE BLOCK AT BOTTOM COURSE -TYPICAL

BACKER ROD AND SEALANT

STANDARD BRICK

AIRSPACE

RIGID INSULATION

DAMPPROOFING

CMU WALL

See

Fram

e Sc

hedu

le

CMU BOND BEAM - SEE STRUCTURAL

SEALANT

DOOR FRAME - SEE FRAME SCHEDULE

GROUT FILL FRAME - TYPICAL

DOOR - SEE DOOR SCHEDULE

AT JAMB CONDITIONS, PROVIDE JAMB ANCHORS SET INTO MASONRY. PROVIDE 3 ANCHORS EACH SIDE - TYPICAL. REFER TO STRUCTURAL FOR CMU JAMB REINFORCEMENT

VERIFY

Sheet Number

Sheet Title

Project Title

Seay

, Sea

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Litc

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rchi

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Job Number

Date

Drawn By

Checked By

Revised



A2.4

DO

OR

SCH

ED

ULE

S&

DE

TAIL

SRE

PAIR

FIR

E S

UPP

RESS

ION

,H

AN

GA

R, B

UIL

DIN

G 1

38

117

ARW

BIR

MIN

GH

AM

, AL

BRKR162323/SSL17070

20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

EXISTING DOOR SCHEDULEKey Name WIDTH HEIGHT

REQUIREDRATING NOTES

M101 ETR ETRM102 ETR ETR 45 MIN EXISTING OPENNG TO REMAIN. SEE DOOR HARDWARE SPECIFICATION FOR REQUIRED

MODIFICATIONS TO EXISTING DOOR HARDWARE. PROVIDE TACTILE EXIT SIGN PER NFPA 101SECTION 7.10.1.3.

M103 ETR ETRM104 ETR ETRM105 ETR ETR 45 MINM106 ETR ETRM107 ETR ETRM108 ETR ETRM109 ETR ETRM110 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3M111 ETR ETRM112 ETR ETR 45 MIN PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3M113 ETR ETRM114 ETR ETRM115 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3M116 ETR ETR 45 MIN EXISTING OPENING TO REMAIN. SEE DOOR HARDWARE SPECIFICATION FOR REQUIRED


M117 ETR ETRM118 ETR ETRM119 ETR ETRM120 ETR ETRM121 ETR ETRM122 ETR ETRM123 ETR ETRM125 ETR ETRM126 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3M127 ETR ETR 45 MIN PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3M128 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3M129 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.M130 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3. PROVIDE "NO EXIT" SIGN PER NFPA

101 SECTION 7.10.8.3M131 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3M132 ETR ETRM133 ETR ETR 45 MINM134 ETR ETR 45 MIN EXISTING OPENING TO REMAIN. SEE DOOR HARDWARE SPECIFICATION FOR REQUIRED


M135 ETR ETRM136 ETR ETRM137 ETR ETRM140 ETR ETR

DOOR, OPENING & FRAME SCHEDULE - NEW DOORSDOOR NO.

DOORWIDTH

DOORHEIGHT

DOORTHICKNESS LEAVES

DOORTYPE

FRAMETYPE

FIRERATING

HEADDETAIL JAMB DETAIL SILL DETAIL COMMENTS

101 3' - 0" 7' - 0" 0' - 1 3/4" 2 D1 F2 4/A2.4 5/2.4M142 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 1/A2.4 2/A2.4 PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.M143 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 1/A2.4 2/A2.4 PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.M144 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 1/A2.4 2/A2.4 PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.M145 3' - 0" 7' - 0" 0' - 1 3/4" 2 D1 F1 45 MIN 3/A2.4 3/A2.4 SIMM146 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1

1 1/2" = 1'-0"A2.4

1 EXTERIOR DOOR HEAD DETAIL

1 1/2" = 1'-0"A2.4

2 EXTERIOR DOOR JAMB DETAIL

1 1/2" = 1'-0"A2.4

4 NEW EXTERIOR DOOR DETAIL

1 1/2" = 1'-0"A2.4

5 NEW EXTERIOR DOOR JAMB DETAIL

1 1/2" = 1'-0"A2.4

3 INTERIOR CMU DOOR DETAIL

TOP OF EXISTING SLAB

12

' - 0

"

6" 24 GAGE STEEL STUD FRAMING AT 12" O.C.

3/4" FIRE RETARDANT PLYWOODGYPSUM BOARD

GYPSUM BOARD (PAINT)

FIRESTOPPING - TYPICAL (PAINT)

EXISTING CMU WALL TO REMAIN

NEW CMU WALL (PAINT BOTH SIDES PER SPECIFICATION SECTION 09 9000)

PAINT

METAL PANEL CLOSURE TRIM

NEW DRAFT CURTAIN (SEE METAL WALL PANEL SPECIFICATION) CUT PANELS TO FIT TIGHT AGAINST ALL EXISTING BUILDNG SYSTEMS THAT WILL PENETRATE NEW PANEL

METAL STUD FRAMING AT 24" O.C. ATTACHED TO EXISTING TRUSS AS REQUIRED TO SUPPORT WALL PANELS. (PAINT)

EXISTING ROOF TRUSSES (SEE PLAN FOR LOCATIONS)

ALIGN BOTTOM OF NEW METAL WALL PANELS WITH BOTTOM OF EXISTING TRUSSES - SLOPE BOTTOM OF DRAFT CURTAIN WHERE TRUSS SLOPES

ATTACH TOP TRACK TO UNDERSIDE OF ROOF DECKING AS REQUIRED TO SUPPORT METAL PANEL EDGE

CUT METAL PANEL EDGE TO FIT TIGHT TO UNDERSIDE OF ROOF DECKING. PACK VOID ABOVE TOP TRACK FULL WITH FIRESTOPPING MATERIAL

EXISTING ROOF PURLINS TO REMAIN

ALIG

N W

ITH

BO

TTO

M O

F EX

ISTI

NG

TR

USS

ES

VAR

IES

SEALANT

TERMINATION BAR

REAPPLY AIR BARRIER OVER FLASHING TERMINATION ONCE INSTALLED

WEEP

METAL DRIP EDGE

THROUGH-WALL FLASHING

SHEET MEMBRANE WATERPROOFING

MASONRY ANCHOR

RECOAT AIR BARRIER OVER MASONRY ANCHORS ONCE INSTALLED

SOLID GROUT FILL BELOW GRADE AND PER STRUCTURAL

MORTAR NET

RIGID INSULATION

.050 MILLFIN. ALUM RECEIVER

.050- MILLFIN ALUM COUNTER FLASHING

Sheet Number

Sheet Title

Project Title

Seay

, Sea

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Litc

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Job Number

Date

Drawn By

Checked By

Revised



A2.5

DE

TAIL

SRE

PAIR

FIR

E S

UPP

RESS

ION

,H

AN

GA

R, B

UIL

DIN

G 1

38

117

ARW

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MIN

GH

AM

, AL

BRKR162323/SSL17070

20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

3/4" = 1'-0"A2.5

1 NEW CMU WALL SECTION1 1/2" = 1'-0"A2.5

2 DRAFT CURTAIN DETAIL3" = 1'-0"A2.5

3 TYPICAL FLASHING DETAIL

3

3

3

3

3

3

3

3

2

A2.5

Sim___________

2

A2.5

Sim___________

4

4

4

4

4

4

5

5

5

4

4

4

4

4

2

2

2

2

2

2

1

5

5

5

5

5

5

LEGEND:EXISTING WALLS TO REMAIN

NEW CMU WALLS

NEW DRAFT CURTAIN - SEE DETAILS

1

A101

SIM___________ DETAIL TAG

NEW GYPSUM BOARD CEILING. PAINT IN ACCORDANCE WITH SPECIFICATION SECTION 09 9000. REFER TO ELECTRICAL AND MECHANICAL FOR LIGHTING AND HVAC REQUIREMENTS IN THIS SPACE.

1

EXISTING CEILING TO REMAIN - PROTECT FROM DAMAGE DURING CONSTRUCTION. PAINT ALL NEWLY INSTALLED SYSTEMS AND COMPONENTS.

2

PROVIDE NEW STRUCTURAL COMPONENTS AS REQUIRED FOR PROPER MOUNTING OF NEW FOAM GENERATORS. REFER TO STRUCTURAL DRAWINGS. PAINT ALL NEW STEEL TO MATCH EXISTING ROOF STRUCTURE

3

INSTALL NEW ACOUSTICAL TILE CEILING IN THESE AREAS. SUPPORT AND REINSTALL ALL EXISTING CEILING COMPONENTS NOT SCHEDULED FOR DEMOLITION. CEILING GRID LAYOUT, LIGHT FIXTURE PLACEMENT, AND HVAC REGISTER PLACEMENT INDICATED IS APPROXIMATE. CONTRACTOR TO COORDINATE AND INSTALL ALL EXISTING CEILING MOUNTED COMPONENTS IN NEW ACOUSTICAL TILE CEILING SYSTEM.

4

SPECIFIC NOTES:

SPECFIC NOTE TAG#

EXISTING GYPSUM CEILING TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. REUSE EXISTING SPRINKLER ROUGH-IN IF POSSIBLE. IF REUSE IS NOT POSSIBLE, INSTALL NEW SPRINKLER AND PATCH/PAINT EXISTING CEILING AS REQUIRED.

5

NEW ACT

GWB

HVAC SUPPLY/RETURN REGISTER IN NEW CEILING

LIGHT FIXTURE REINSTALL EXISTING IN NEW CEILING

NEW LIGHT FIXTURE SEE ELECTRICAL

Sheet Number

Sheet Title

Project Title

Seay

, Sea

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Litc

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Job Number

Date

Drawn By

Checked By

Revised



A2.6

REFL

ECT

ED

CEIL

ING

PLA

NRE

PAIR

FIR

E S

UPP

RESS

ION

,H

AN

GA

R, B

UIL

DIN

G 1

38

117

ARW

BIR

MIN

GH

AM

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BRKR162323/SSL17070

20 JANUARY 2020

DCD

F. BRADLEY/FEL/DCD

3/32" = 1'-0"A2.6

1 REFLECTED CEILING PLAN

TYPICAL SLAB CONSTRUCTION

WOOD FORMED

KEYED JOINT W.W.F.

JOINT DETAIL-(C.J.)

ALTERNATE SLAB CONSTRUCTION

JOINT DETAIL (SAWED JOINT)

SAW CUT

1

8

"x1" DEEP

SAWED JOINT. FILL

JOINT W/ SEALANT

NOTE:

IF SAWED JOINTS ARE USED,

JOINTS MUST BE SAWED

SAME DAY AS SLAB POUR.

W.W.F.

1

1 2

"

4"

6" 6"

4"

TYPICAL ROOF DECK FASTENING REQUIREMENTS

NOTE:

ALL SCREWS @ CONT. SUPPORTS SHALL BE #12 SELF-DRILLING

SELF-TAPPING SCREWS. AT BAR JOIST ROOFS, USE

5

8

"Ø PUDDLE

WELDS (IN LIEU OF SCREWS) @ STEEL SUPPORTS.

SIDE LAP

6" M

AX

. T

YP

IC

AL S

CR

EW

SP

AC

IN

G @

IN

TE

RIO

R S

UP

PO

RT

S

2" LAP

DECK SUPPORT

DECK SHALL BE MINIMUM

(3)SPAN CONTINUOUS

6" MAX. TYPICAL SCREW SPACING

@ CONT. STEEL SUPPORT

6" M

AX

. T

YP

IC

AL S

CR

EW

SP

AC

IN

G @

E

ND

S

UP

PO

RT

S

SIDE LAP ATTACHMENT

W/ #10 SCREWS @ 6"O.C.

NO SCALE

(2)

3

8

"Ø EXP. BOLTS W/

COUNTERSINK HEAD

@ 24"O.C., VERT.

RAKE & CAULK

JOINT EA. SIDE

SASH BLOCK

1/4"x61/2" CONT. ⅊W/ 3/8" BAR FULL

HEIGHT OF WALL

FACE OF

EXIST. WALL

#4 CENTERED. FILL

CELL W/ CONC.

TYPICAL CONDITION WHERE NEW

C.M.U. ABUTS EXISTING WALL

TYPICAL 'X'-BRACING DETAIL

1±

1

1±

1

OF TRUSSES

BOTTOM CHORD

TOP CHORD OF TRUSSES

STEEL DECK

WEB MEMBER

OF TRUSSES

NOTE:

WHERE "PIGGY-BACK"

TRUSSES OCCUR,

PROVIDE ADD'L.,

SEPARATE, VERT.

X-BRACING FOR

PIGGY-BACKS.

3

5

8

"x1

5

8

"x16GA. "C"

SECTION X-BRACING

3

5

8

"x1

5

8

"x16GA. "C"

SECTION CONTINUOUS

GENERAL NOTES

FOUNDATION:

1. THE BEARING STRATA OF ALL FOOTINGS AND GRADE BEAMS SHALL BE

INSPECTED AND APPROVED BY THE SOILS TESTING LABORATORY PRIOR

TO PLACING THE REINFORCING STEEL AND CONCRETE.

2. ALL FOOTINGS SHALL BEAR ON AN UNDISTURBED SOIL STRATA OR

COMPACTED FILL CAPABLE OF SUSTAINING THE LOADS.

3. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF

P = 2500 PSF. THE TESTING AGENCY SHALL VERIFY THAT THE SOILS ARE

CAPABLE OF SUSTAINING 2500 PSF PRIOR TO CONCRETE PLACEMENT.

4. ELEVATIONS SHOWN ON PLAN ARE TOP OF FOOTINGS AND ARE MINIMUM

DEPTH. DIFFERENT OR UNUSUAL CONDITIONS SHALL BE REPORTED TO

THE ARCHITECT AND/OR ENGINEER.

5. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE

GROUND. CONCRETE BLOCK AND BROKEN TILE SHALL NOT BE USED.

CONCRETE OR CLAY BRICK MAY BE USED.

6. DOWEL ALL FOOTINGS AND WALLS WHERE THEY ABUT WITH SAME STEEL

AS VERTICAL.

7. PROVIDE PREFORMED EXPANSION JOINT WHERE SHOWN.

8. IN FOOTINGS PROVIDE CORNER BARS AT ALL EXTERIOR BUILDING CORNERS.

9. DO NOT BACK FILL BEHIND FOUNDATION WALLS UNTIL TOP AND BOTTOM

SLABS HAVE BEEN POURED AND ATTAINED THEIR DESIGN STRENGTHS.

10. BACK FILL BOTH SIDES OF FOUNDATION WALLS AT SAME TIME TO

PREVENT OVERTURNING.

11. BACK FILL BEHIND ALL RETAINING WALLS AND BASEMENT WALLS SHALL

BE AN APPROVED GRANULAR MATERIAL.

CONCRETE:

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS OF

F'c = 3000 PSI AND A MAXIMUM WATER-CEMENT RATIO OF 0.53.

ALL CONCRETE FOR EXTERIOR APPLICATIONS SHALL CONTAIN

ENTRAINED AIR. SEE SPECS FOR ADDITIONAL INFORMATION.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

4. UNLESS NOTED OTHERWISE PROTECTIVE COVERING OF REINFORCEMENT

SHALL BE AS FOLLOWS ( SEE DETAILS ) : FOOTINGS AND GRADE BEAMS

3" CLEAR BOTTOM AND SIDES, 1 1/2" CLEAR TOP. CONCRETE SLABS

3/4" CLEAR. WALLS 1 1/2" CLEAR SIDES. BEAMS 1 1/2" CLEAR TO

STIRRUPS. CONCRETE COLUMNS 1 1/2" CLEAR TO TIES.

5. LAP ALL CONCRETE WALL VERTICAL REINFORCING AND CONCRETE BEAM

HORIZONTAL REINFORCING WITH CLASS B LAP SPLICES. LAP ALL OTHER

CONTINUOUS BARS WITH CLASS A SPLICES UNLESS NOTED OTHERWISE.

6. PLACING PLANS AND DETAILS SHALL BE IN ACCORDANCE WITH THE

LATEST "A.C.I. DETAILING MANUAL".

7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

AND/OR ENGINEER'S REVIEW.

8. DO NOT RUN CONDUITS, RACEWAYS, OR PIPES IN CONCRETE SLABS, BEAMS,

OR COLUMNS WITHOUT SPECIFIC APPROVAL FROM BLACKBURN DANIELS O'BARR.

MASONRY:

1. PROVIDE MASONRY HORIZONTAL JOINT REINFORCEMENT 16" O.C.

VERTICAL IN ALL CONCRETE BLOCK WALLS. REINFORCEMENT SHALL BE

FOR TOTAL WIDTH OF CAVITY WALLS.

2. WHERE CONCRETE OR STEEL BEAMS BEAR ON CONCRETE BLOCK WALLS, BLOCK

CELLS SHALL BE FILLED WITH CONCRETE 1'-4" WIDE TO FOUNDATION AND

REINFORCED WITH A #5 EACH CELL UNLESS NOTED OR DETAILED OTHERWISE.

3. CONCRETE OR GROUT FOR BLOCK FILL SHALL HAVE 3/8 INCH MAXIMUM

SIZE COARSE AGGREGATE AND SUFFICIENT WATER SO THE CONCRETE

WILL FLOW INTO THE BLOCK CELLS WITHOUT LEAVING VOIDS. HEIGHT

OF LIFT WHEN FILLING CELLS SHALL NOT EXCEED 4'-0".

4. CONCRETE OR GROUT FILL FOR C.M.U. SHALL HAVE A 28 DAY COMPRESSIVE

STRENGTH OF F'c = 3000 PSI. ON 16" AND DEEPER U-BLOCKS, FILL

CELLS FULL HEIGHT OF LINTEL AT SAME TIME.

5. ANCHOR ALL MASONRY WALLS TO STEEL COLUMNS WITH STRAP ANCHORS

AT 16" O.C. VERTICALLY UNLESS SHOWN OTHERWISE.

6. UNLESS INDICATED OTHERWISE PROVIDE KEYED RUBBER MASONRY

CONTROL JOINTS AT A MAXIMUM SPACING OF 25'-4". JOINT SHALL

BE DISCONTINUOUS AT BOND BEAM.

7. PROVIDE REINFORCING BAR SUPPORTS TO CENTER VERTICAL

REINFORCING IN MASONRY WALLS.

8. PROVIDE 48 DIAMETER LAP SPLICE IN VERTICAL MASONRY REINFORCING.

9. PROVIDE CORNER BARS IN U-BLOCK BOND BEAMS AT CORNERS, TYPICAL.

10. ALL CMU SHALL BE PLACED IN A RUNNING BOND PATTERN UNLESS NOTED

OTHERWISE.

11. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS AND

LINTELS (CUT OUT OR NOTCH BOTTOM OF U-BLOCKS AS REQUIRED -- DO NOT

SUBSTITUTE BLOCK WITH KNOCK-OUT WEBS WHERE STANDARD U-BLOCK IS

INDICATED). FOR BOND BEAMS AT TOP OF WALL, EXTEND VERTICAL

REINFORCING TO 1" CLEAR TOP OF BOND BEAM.

STRUCTURAL STEEL:

1. ALL STRUCTURAL STEEL W AND WT SHAPES SHALL CONFORM TO ASTM

A992 (GRADE 50). OTHER SHAPES SHALL CONFORM TO ASTM, A36,

LATEST EDITION (EXCEPT STEEL JOISTS AND TUBE SECTIONS).

2. STRUCTURAL STEEL TUBE SECTIONS SHALL CONFORM TO ASTM A500,

GRADE B, Fy = 46.0 KSI.

3. HEADED STUDS SHALL BE TYPE B SHEAR CONNECTORS (Fu = 65 KSI).

4. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

AND/OR ENGINEER'S REVIEW.

5. THE CONTRACTOR SHALL VERIFY ALL SH0P DRAWINGS DIMENSIONS WITH

STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS.

6. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS

CONFORMING TO ASTM A325. USE 3/4 INCH DIAMETER MINIMUM.

UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED AS FULLY

PRETENSIONED BEARING CONNECTIONS.

7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED

BY THE FABRICATOR. WHERE POSSIBLE USE DOUBLE ANGLE

CONNECTIONS. USE MAXIMUM NUMBER OF BOLTS FOR DEPTH

OF BEAM WITH SINGLE ROW OF BOLTS. WHERE DOUBLE ANGLE

CONNECTIONS ARE NOT POSSIBLE, FABRICATOR SHALL DESIGN

CONNECTION FOR CAPACITY EQUIVALENT TO DBL-ANGLE CONNECTION

WITH MAX NO. BOLTS UNLESS DETAILED OTHERWISE.

8. FOR DBL-ANGLE CONNECTIONS, MIN ANGLE THICKNESS SHALL BE 5/16"

FOR 3/4 INCH DIAMETER BOLTS AND 3/8" FOR 7/8 INCH DIAMETER BOLTS

AND LARGER.

9. UNLESS SHOWN OTHERWISE PROVIDE 1/2 X 7 1/2 X 7 1/2 BEARING

PLATES ON 1 INCH GROUT WITH 2-3/4" DIAMETER ANCHOR BOLTS

UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.

COLD-FORMED STEEL TRUSSES:

1. PROVIDE PREFABRICATED, PRE-ENGINEERED, COLD-FORMED STEEL TRUSSES

WHERE INDICATED ON PLAN.

2. ALL TRUSSES SHALL BE DESIGNED AND MANUFACTURED TO MEET THE

FOLLOWING WORKING LOADS AND CODES.

MINIMUM LOADS:

ROOF LIVE LOAD...............20 PSF.

ROOF DEAD LOAD...............15 PSF.

CEILING LOAD.................10 PSF.

3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-

CULATIONS FOR EACH TYPE TRUSS. DESIGNS SHALL BE SIGNED BY A

REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF

ALABAMA.

4. PROVIDE CAMBER IN ALL TRUSSES.

5. THE TOP AND BOTTOM CHORDS SHALL BE FABRICATED FROM SECTIONS

THAT ARE SYMMETRICAL ABOUT THE Y-Y AXIS. "C" SECTIONS ARE

NOT ACCEPTABLE.

6. ANCHOR ALL TRUSSES TO SUPPORTS WITH GALVANIZED ANCHORS PER

MANUFACTURER'S RECOMMENDATIONS UNLESS SHOWN OTHERWISE ON THE

STRUCTURAL CONTRACT DRAWINGS. TRUSS MANUFACTURER SHALL INDICATE

ON SHOP DRAWINGS THE REQUIRED ANCHORAGE TO RESIST NET UPLIFT.

7. TRUSS TOP AND BOTTOM CHORDS SHALL BE A MINIMUM OF 18 GAGE.

TRUSS WEB MEMBERS SHALL BE A MINIMUM OF 20 GAGE.

7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED

BY THE FABRICATOR. WHERE POSSIBLE USE DOUBLE ANGLE

CONNECTIONS. USE MAXIMUM NUMBER OF BOLTS FOR DEPTH

OF BEAM WITH SINGLE ROW OF BOLTS. WHERE DOUBLE ANGLE

CONNECTIONS ARE NOT POSSIBLE, FABRICATOR SHALL DESIGN

CONNECTION FOR CAPACITY EQUIVALENT TO DBL-ANGLE CONNECTION

WITH MAX NO. BOLTS UNLESS DETAILED OTHERWISE.

8. FOR DBL-ANGLE CONNECTIONS, MIN ANGLE THICKNESS SHALL BE 5/16"

FOR 3/4 INCH DIAMETER BOLTS AND 3/8" FOR 7/8 INCH DIAMETER BOLTS

AND LARGER.

9. UNLESS SHOWN OTHERWISE PROVIDE 1/2 X 7 1/2 X 7 1/2 BEARING

PLATES ON 1 INCH GROUT WITH 2-3/4" DIAMETER ANCHOR BOLTS

UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.

COLD-FORMED STEEL TRUSSES:

1. PROVIDE PREFABRICATED, PRE-ENGINEERED, COLD-FORMED STEEL TRUSSES

WHERE INDICATED ON PLAN.

2. ALL TRUSSES SHALL BE DESIGNED AND MANUFACTURED TO MEET THE

FOLLOWING WORKING LOADS AND CODES.

MINIMUM LOADS:

ROOF LIVE LOAD...............20 PSF.

ROOF DEAD LOAD...............15 PSF.

CEILING LOAD.................10 PSF.

3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-

CULATIONS FOR EACH TYPE TRUSS. DESIGNS SHALL BE SIGNED BY A

REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF

ALABAMA.

4. PROVIDE CAMBER IN ALL TRUSSES.

5. THE TOP AND BOTTOM CHORDS SHALL BE FABRICATED FROM SECTIONS

THAT ARE SYMMETRICAL ABOUT THE Y-Y AXIS. "C" SECTIONS ARE

NOT ACCEPTABLE.

6. ANCHOR ALL TRUSSES TO SUPPORTS WITH GALVANIZED ANCHORS PER

MANUFACTURER'S RECOMMENDATIONS UNLESS SHOWN OTHERWISE ON THE

STRUCTURAL CONTRACT DRAWINGS. TRUSS MANUFACTURER SHALL INDICATE

ON SHOP DRAWINGS THE REQUIRED ANCHORAGE TO RESIST NET UPLIFT.

7. TRUSS TOP AND BOTTOM CHORDS SHALL BE A MINIMUM OF 18 GAGE.

TRUSS WEB MEMBERS SHALL BE A MINIMUM OF 20 GAGE.

8. PROVIDE VERTICAL WEB MEMBERS TO ACCOMODATE TRUSS VERTICAL

X-BRACING (SEE PLAN FOR LOCATIONS).

CODES:

ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE

APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:

AMERICAN CONCRETE INSTITUTE (ACI)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AMERICAN WELDING SOCIETY (AWS)

OSHA STEEL ERECTION STANDARD (OSHA)

INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)

DESIGN LIVE LOADS:

ROOF.......20 PSF.

RISK CATEGORY (PER IBC 2015/ASCE 7-10)..........III

WIND.......INTERNATIONAL BUILDING CODE (PER ASCE 7-10)

ULTIMATE DESIGN WIND SPEED (Vult).........120 MPH

NOMINAL DESIGN WIND SPEED (Vasd)..........93 MPH

WIND EXPOSURE.............................C

INTERNAL PRESSURE COEFFICIENTS............+/-0.18

COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES:

NOTE: MULTIPLY ALL VALUES SHOWN BELOW BY 0.6 TO GET ALLOWABLE DESIGN PRESSURES.

ROOF:TRIBUTARY AREA A = 10 SF

ZONE 1: -49.7PSF/31.3PSF



WALL:TRIBUTARY AREA A = 10 SF



CORNER ZONE = 3.0 FT

SEISMIC....INTERNATIONAL BUILDING CODE (PER ASCE 7-10)

SEISMIC IMPORTANCE FACTOR.................Ie=1.25

MAPPED SPECTRAL ACCELERATION (SHORT-TERM).Ss=0.31

MAPPED SPECTRAL ACCELERATION (1-SECOND)...S1=0.16

SITE CLASS................................D

SHORT-PERIOD SPECTRAL RESPONSE ACCEL......Sds=0.33g

1-SECOND SPECTRAL RESPONSE ACCEL..........Sd1=0.26g

SEISMIC DESIGN CATEGORY...................B

SEISMIC FORCE-RESISTING SYSTEM............CMU SHEAR WALLS

DESIGN BASE SHEAR (ULTIMATE)..............9k

SEISMIC RESPONSE COEFFICIENT..............Cs=0.1653

RESPONSE MODIFICATION FACTOR..............R=2.5

ANALYSIS PROCEDURE........................ASCE 7 (SECT 12.8)

SNOW.......INTERNATIONAL BUILDING CODE

GROUND SNOW LOAD..........................Pg=5 PSF

SPECIAL INSPECTIONS

1. ALL SPECIAL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL BE

PERFORMED BY A DESIGNATED TESTING EGENCY OR AGENCIES RESPONSIBLE

FOR SPECIAL INSPECTIONS.

SEISMIC REQUIREMENTS FOR SPECIAL INSPECTIONS:

1. THE FOLLOWING STRUCTURAL COMPONENTS ARE DESIGNATED AS SEISMIC

SYSTEMS AND/OR PART OF THE SEISMIC-FORCE-RESISTING SYSTEM OF THE

BUILDING AND ARE SUBJECT TO THE REQUIREMENTS OF SECTIONS 1705.12

AND 1705.13 OF IBC 2015 AND PROJECT SPECIFICATIONS:

PRE-ENG TRUSSES AND TRUSS-COLUMN CONNECTIONS

SHEAR WALLS (INCL. ANCHORAGE TO FOUNDATION)

THESE SPECIFIC COMPONENTS ARE IN ADDTION TO ALL GENERAL COMPONENTS

LISTED IN SECTIONS 1705.12 AND 1705.13 OF IBC 2015 AND ARE SUBJECT

TO ALL SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY CHAPTER 17 OF

IBC 2015, PROJECT SPECIFICATIONS, AND SCHEDULE OF SPECIAL INSPECTIONS.

SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED AS PER THE STATEMENT

OF SPECIAL INSPECTIONS.

2. OTHER ARCHITECTURAL, MECHANICAL, OR ELECTRICAL COMPONENTS

AND THEIR ANCHORAGES MAY ALSO BE DESIGNATED AS SEISMIC SYSTEMS.

SEE OTHER DISCIPLINE'S DRAWINGS AND SPECIFICATIONS.

3. ALL SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL

BY PERFORMED. REFER TO TABLES SHOWN IN CHAPTER 17 FOR ALL APPLICABLE

COMPONENTS THAT REQUIRE SPECIAL INSPECTIONS.

WIND REQUIREMENTS FOR SPECIAL INSPECTIONS:

1. THE FOLLOWING STRUCTURAL COMPONENTS ARE DESIGNATED AS WIND

SYSTEMS AND/OR PART OF THE MAIN WINDFORCE-RESISTING SYSTEM

OF THE BUILDING AND ARE SUBJECT TO THE REQUIREMENTS OF SECTION

1705.11 OF IBC 2015 AND PROJECT SPECIFICATIONS:

ROOF DIAPHRAGM SYSTEM AND ATTACHMENT

LOAD-BEARING CMU (SHEAR) WALLS

SHEAR WALL ANCHORAGE TO FOUNDATION

THESE SPECIFIC COMPONENTS ARE IN ADDTION TO ALL GENERAL COMPONENTS

LISTED IN SECTION 1705.11 OF IBC 2015 AND ARE SUBJECT TO ALL

SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY CHAPTER 17 OF IBC

2015, PROJECT SPECIFICATIONS, AND SCHEDULE OF SPECIAL INSPECTIONS.

SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED AS PER THE STATEMENT

OF SPECIAL INSPECTIONS.

2. OTHER ARCHITECTURAL COMPONENTS AND THEIR ANCHORAGES MAY

ALSO BE DESIGNATED AS WIND-RESISTING COMPONENTS. SEE OTHER

DISCIPLINE'S DRAWINGS AND SPECIFICATIONS.

3. ALL SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL

BY PERFORMED. REFER TO TABLES SHOWN IN CHAPTER 17 FOR ALL APPLICABLE

COMPONENTS THAT REQUIRE SPECIAL INSPECTIONS.

EXISTING TRUSS

EXISTING JOIST

NEW FOAM

GENERATOR

TYPICAL NEW FOAM GENERATOR

ANCHORAGE FRAMING PLAN

A

A

∠4x4x

1

4

DIAGONAL

BRACE @ EA.

HANGER

(4)∠6x6x3/8 HANGERS

LOCATED AS REQ'D. BY

FOAM GENERATOR MFR.

PROVIDE NEW HSS6x6x

1

4

VERTICAL FULL

DEPTH OF TRUSS, WHERE OCCURS, TO

ACCEPT ∠6x6x

3

8

@ BOTTOM CHORD OF

EXISTING JOIST.

VIEW A-A

TYPICAL JOIST WHERE LOAD IS

ADDED @ OTHER THAN PANEL POINT

LOAD

LOAD

∠2x2x

1

4

EA. SIDE WELDED TO

TOP & BOTTOM CHORD @ POINT OF LOAD

& NEAREST OPPOSITE CHORD PANEL

POINT. (PROVIDE ANGLES WHEREVER

LOAD EQUALS OR EXCEEDS 50#)

3/16

TYP.

EXISTING JOIST

(4)∠6x6x3/8 HANGERS

LOCATED AS REQ'D. BY

FOAM GENERATOR MFR.

NEW FOAM

GENERATOR

∠4x4x

1

4

DIAGONAL BRACE UP TO

TOP CHORD PANEL POINT OF

JOIST OR TRUSS @ EA.

HANGER. (4-DIRECTIONS FOR

SEISMIC BRACING).

∠2x2x

1

4

EA. SIDE WELDED TO

TOP & BOTTOM CHORD @ POINT OF LOAD

& NEAREST OPPOSITE CHORD PANEL

POINT. SEE TYP. DETAIL THIS SHEET.

∠6x6x

3

8

@ BOTTOM

CHORD OF EXISTING

BAR JOISTS

∠6x6x

3

8

@ BOTTOM CHORD

OF EXISTING BAR JOISTS

COORDINATE W/

ARCH. DWGS.

3/16

TYP.

3/16

TYP.

3/16

TYP.

PAINT ALL NEW STEEL MEMBERS

AFTER INSTALLATION. PAINT TO

MATCH EXISTING STUCTURAL

STEEL COLOR. SEE

ARCHITECTURAL PAINT SPEC.

TYPICAL NEW INTERIOR C.M.U. WALL

TO EXISTING SLAB ANCHORAGE DETAIL

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

ONLY @ #5.

EXISTING

CONC. SLAB

NEW C.M.U. WALL

DRILL & EPOXY GROUT VERT.

REBAR 4" EMBEDMENT INTO

EXIST. SLAB.

4"

Sheet Number

Sheet Title

Project Title

Seay, S

eay &

Litchfield A

rchitects

Architects & Interior Designers

www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised


1115 South Court Street

Montgomery, AL 36104

334. 263. 5162

www.sslarch.com

S0.1

GE

NE

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PIC

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BRKR162323/SSL17070

RLC

17 January 2020

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No. 30036

PROFESSIONAL

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7

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PRE-ENG, PREFAB. COLD-FORMED

METAL TRUSSES @ 48"O.C., MAX.

ROOF FRAMING PLAN

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

FOUNDATION PLAN

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

EXISTING WALLS &

SLAB TO REMAIN

REMOVE EXIST. WALL AS REQ'D. FOR

INSTALLATION OF NEW CONC. SLAB.

CAP NEW SLAB OVER EXIST. WALL.

INDICATES CONT. 3

5

8

"x1

5

8

"x16GA. 'C'

SECTION VERTICAL X-BRACING, TYPICAL.

SEE SHEET S1.1 FOR TYPICAL DETAIL.

FLOOR CONSTRUCTION

4" THICK CONCRETE SLAB W/

6x6-W1.4xW1.4 W.W.F. OVER VAPOR

BARRIER OVER 4" POROUS FILL.

FINISH FLOOR EL.= (+0'-0")

ROOF CONSTRUCTION

1

1

2

" DEEP, 22 GAGE, WIDE RIB STEEL

DECK W/ THE FOLLOWING MINIMUM

SECTION PROPERTIES PER FOOT OF

WIDTH:

S=0.19 IN.

3

I=0.16 IN.

4

OVER PRE-ENGINEERED

PREFABRICATED COLD-FORMED

STEEL TRUSSES @ 48"O.C., MAX.

3/4"=1'-0"

SECTION 1

S1.1

CONT. U-BLOCK W/

#5 TOP & BOTTOM

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

#4 @ EA. JAMB & @



OF WALL ONLY @ #4.

1'-0"

+9'-4"

T.O.B.

1 4

"

12

4

1

4

"x7"x7" WELD PLATE

W/ (2)

1

2

"ØX4" HEADED

STUDS @ EA. TRUSS.

TRUSS ANCHORAGE PER

TRUSS MANUFACTURER

RECOMMENDATIONS

1

1

2

" STEEL DECK

2x12 CONT.

SEE ARCH. DWGS.

FOR EAVE &

SOFFIT DETAILS

1

4

"x3"x4" BENT

PLATE, CONT.

#4 @ EA. JAMB & @



OF WALL ONLY @ #4.

6x6-W1.4xW1.4 W.W.F.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

FILL ALL CELLS W/ CONC.

BELOW FIN. FLOOR

FINISH GRADE.

SEE SITE PLAN

PROVIDE

3

8

" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

LINE OF SLAB @ DOORS

CONT. HEADER BLOCK

SEE PLAN

FOR EL.

(2)#5 CONT. TOP &

BOT. W/ #4 @ 24"O.C.

SP

LIC

E

1'-0"

48 D

IA

.

2'-0"

4" 1'-4" 4"

8" 8"

3/4"=1'-0"

SECTION 2

S1.1

4"

4"

FINISH FLOOR

0'-0"

PRE-ENG. PREFAB.

COLD-FORMED STEEL TRUSSES

OR JACKS @ 48"O.C., MAX.

8" 8"

H

IP

G

IR

D

E

R

G

I

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D

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I

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IP

G

IR

D

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D

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ST

EP

A

S

RE

QU

IR

ED

1

1

MIN.

3-#4 EPOXY

GROUTED INTO

EXIST. FTG.

MIN.

SEE WALL SECTIONS

FOR FOOTING REINF. &

TYPICAL FOOTING STEP

DETAIL FOR ADD'L.

REINF. IN FOOTING.

STEP AS REQUIRED.

EXISTING

FOOTING

3/4"=1'-0"

DETAIL A

S1.1

1'-0"

1'-4" 2'-0"

1'-0" 6"

6"

2

S1.1

A

S1.1

2

S1.1

1

S1.1

1

S1.1

NOTE:

UNLESS NOTED OTHERWISE,

TOP OF FOOTING EL.= (-2'-0")

LINTEL SCHEDULE

8x16x8

SIZE

8"C.M.U.

BRICK

LOCATION

OR

MARK

U-BLOCK3'-4"

STEEL ANGLE3'-4"

TYPE

MAX.

SPAN

8" HI U-BLOCK

BEAR 8" EA. END

#5 TOP & BOT.

REINFORCEMENT REMARKS

∠4x4x

1

4

16" EACH END.

FOR ENTIRE LENGTH OF BEARING & REINF. EA. CELL W/ BAR

2 - FILL CELLS W/ CONCRETE FULL HEIGHT @ U-BLOCK BEARING,

1 - BEAR 8" HIGH U-BLOCKS 8" EACH END & 16" HIGH U-BLOCKS

NOTES:

SAME SIZE AS WALL REINFORCING. VERTICAL REINFORCING SHALL

BE CONT. THRU LINTEL @ BEARING.

3 - FILL CELLS OF U-BLOCK LINTEL TO FULL HT. IN ONE POUR.

16" HIGH U-BLOCK

WIDTH

SCH. REINF.

SCH. WALL REINF.

BLOCK W/

KNOCK-OUT WEBS16"

SCH.

3

1 2

" M

AX

.

BEAR 8" EA.

BRICK STEEL ANGLE6'-8"

END, L.L.V.

8x16x168"C.M.U. U-BLOCK6'-8" 16" HI U-BLOCK2-#5 TOP & BOT.

∠6x4x

3

8

NEW CMU

INFILL

TYPICAL NEW C.M.U. LINTEL IN

EXISTING C.M.U. WALL

NEW SCHEDULED

CMU U-BLOCK LINTEL

PROVIDE NEW 8" JAMB

& REINF. W/ #4 REBAR.

FILL CELL (8") W/ CONC.

FULL HT. OF JAMB.

STEEL ANGLE3'-4" BEAR 8" EA. END∠4x4x

1

4

EXIST.

BRICK

EXIST.

8"C.M.U.

8x16x8U-BLOCK3'-4"

8" HI U-BLOCK

#5 TOP & BOT.

BEAR 8" EA. END

SEE ARCH.

EXISTING WALL

NOTE:

NEEDLE & SHORE

WALL AS REQ'D.

TO INSTALL NEW

LINTELS.

NEW SCHEDULED

LINTEL.

BEAR NEW LINTELS ON

NEW 8" JAMB EA. END &

REINF. W/ #4 REBAR. FILL

CELL (8") W/ CONC. FULL

HT. OF JAMB.

TYPICAL NEW LINTELS IN EXISTING

EXTERIOR C.M.U. WALL (3'-0" OPNG.)

NOTE:

NEEDLE & SHORE WALL AS REQ'D.

TO INSTALL NEW LINTELS.

NOTE:

FILL ALL CELLS & CAVITY W/ CONC.

LEVEL W/ FIN. GRADE WHERE GRADE

EXTENDS ABOVE FINISH FLOOR.

Sheet Number

Sheet Title

Project Title

Seay, S

eay &

Litchfield A

rchitects


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

S1.1

FO

UN

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FR

AM

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PL

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BRKR162323/SSL17070

17 January 2020

RLC

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No. 30036

PROFESSIONAL

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334. 263. 5162

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BRKR162322/SSL17069

20 JANUARY 2020

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334. 263. 5162

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BRKR162322/SSL17069

20 JANUARY 2020

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334. 263. 5162

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BRKR162322/SSL17069

20 JANUARY 2020

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

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334. 263. 5162

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BRKR162322/SSL17069

20 JANUARY 2020

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334. 263. 5162

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BRKR162322/SSL17069

20 JANUARY 2020

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

RE

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FP112

FLUSH CONCENTRATE LINE AFTERDISCHARGE OR TESTING. CLOSE

CONCENTRATE TANK SHUTOFF VALVEPRIOR TO RE-OPENING THIS VALVE.

AFTER FLUSHING, DRAIN CONCENTRATELINE THOUGH TEST CONNECTION PRIOR

TO RE-OPENING CONCENTRATE TANKSHUTOFF VALVE.

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

RE

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

RE

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

RE

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

RE

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334. 263. 5162

www.sslarch.com

BRKR162322/SSL17069

20 JANUARY 2020

RE

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Date

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

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BAGWELL ENGINEERING, INC

Job Number:

216 E. Government St.

Pensacola, FL 32502

Phone: (850) 462-8040

AL Authorization No. 4901

AL PE No. 33694

Be 17-073

20 JANUARY 2020

ES-1

EL

EC

TR

ICA

L S

ITE

PL

AN

NEW WORK ELECTRICAL SITE PLAN

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FUEL CELL

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DOCK (BLDG 135)

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MAINTENANCE

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HANGAR (BLDG 138)

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EX. POINT B

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EX. POINT C

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EX. POINT D

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W

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NEW POINT P

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LOCATE ALL UTILITIES PRIOR TO PERFORMING UNDERGROUND WORK

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1

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T.S.

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COORDINATE EXACT LOCATION OF NEW TRANSFORMER WITH GOVERNMENT PRIOR TO INSTALLATION OF CONDUIT AND TRANSFORMER PAD

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INSTALL NEW 3#2 (15KV SHIELDED) AND 1#2 GROUND (600V) IN 5" CONDUIT DUCTBANK. COORDINATE LOCATION OF TRENCH WITH NEW FIRE LINE. ENSURE A MINIMUM SEPARATION 12" FROM NEW FIRE LINE.

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KEYNOTES

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1

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G

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D

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M.

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D

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I

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V

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A

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A

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B

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L

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L

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E

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W

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D

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E

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L

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No. 33694

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A

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L

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A

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S

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N

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E

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I

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B

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A

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A

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M

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PROFESSIONAL

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C

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E

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N

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G

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I

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R

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N

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E

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E

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SCALE: 1" = 20'-0"

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N

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

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Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

ES-2

EL

EC

TR

ICA

L S

ITE

DE

TA

ILS

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KEYED NOTES

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SOURCE)

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(LOOKING TOWARD

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WIRE WITH EXOTHERMIC WELD.

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GROUND ROD. CONNECT GROUND

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3/4" x 10' COPPER CLAD STEEL

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PLAN

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G

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1" CHAMFER

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3000 PSI CONCRETE

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G

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G

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G

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G

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G

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G

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G

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G

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72"

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15"

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6"

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16"

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40"

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72"

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2"

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2

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ES2

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ES2

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DETAIL - CONCRETE PAD

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PADMOUNT TRANSFORMER( )

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N.T.S.

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8"

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G

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G

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TO GROUNDING

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LOOP OF

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ADJACENT FUEL

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(TYPICAL.)

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FINISHED GRADE

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1

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CELL DOCK OR

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MAINTENANCE

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HANGAR.

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1

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1

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ES2

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ES2

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DUCTBANK SECTION "A-A"

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N.T.S.

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4"

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3"

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1"

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1"

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1"

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1"

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4"

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FINISHED GRADE

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8"

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2"

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3"

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2"

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3"

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CLEAR

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CLEAR

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CLEAR

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P

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S

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P

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S

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BUILDING SIDE

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PRIMARY

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SECONDARY SEE SINGLE

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LINE DIAGRAM FOR CONDUIT

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AND WIRE SIZE

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A

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ES2

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ES2

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C

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ES2

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ES2

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B

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ES2

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ES2

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FINISHED GRADE

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SECONDARY

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PRIMARY

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ADAPTER(PVC TO GRS, TYPICAL

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GROUNDING BUSHING (TYPICAL)

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C

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ES2

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ES2

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SECTION

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N.T.S.

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B

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ES2

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ES2

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SECTION

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N.T.S.

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A

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ES2

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ES2

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SECTION

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N.T.S.

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CONCRETE TO DEVELOP 3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS.

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GRS (TYPICAL)

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PVC

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(BUILDING

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SERVICE)

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FILL WITH

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CRUSHED STONE

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CLEAR

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7-#4 BARS EQUALLY SPACED.

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4-5'-9" LG; 3-4'-0" LG

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5-#4 BARS 5'-9"

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LG, EQUALLY SPACED

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1-#4 BAR 5'-9"LG

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1"

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1"

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17"

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23"

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G G

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GROUNDING RECEPTACLE

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GROUNDING ELBOW WITH

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INSULATED GROUNDING CABLE

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PRIMARY SECTION

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SEPARABLE LOADBREAK

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CONNECTION (UNIVERSAL

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BUSHING WELL, INSERTS

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AND LOADBREAK ELBOW)

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CABLE SHIELD GROUND

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DEVICE

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PRIMARY FEEDER

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SDBC CABLE SHIELD

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GROUNDING CONDUCTOR

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HOTLINE CLAMP

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ENCLOSURE GROUND

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TO EACH CONDUIT

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GROUNDING BUSHING

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CONNECTION TYPICAL

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LOOP FEED PRIMARY AND GROUND

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CONNECTION

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SEPARABLE FEED-THRU INSERT

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ASSEMBLY WITH LOADBREAK

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ELBOW

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TRANSFORMER

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10KV METAL OXIDE VARISTOR

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TYPE LIGHTNING ARRESTOR

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GROUNDING STIRRUP

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TO TRANSFORMER SECONDARY

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NEUTRAL

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TO EACH SECONDARY CONDUIT

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BUSHING

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TO ENCLOSURE CASE GROUND

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4/0 BARE COPPER(CONNECT

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TO TRANSFORMER PAD

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GROUNDING LOOP)

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4

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ES2

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ES2

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3

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ES2

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ES2

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PADMOUNT TRANSFORMER CONNECTION

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AND GROUNDING SINGLE LINE DIAGRAM

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N.T.S.

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(TYPICAL)

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FOR PRIMARY AND SECONDARY

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CONCRETE ENCASEMENT (STOP ENCASEMENT AT

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THE EDGE OF CONCRETE PAD TO ALLOW FUTURE

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CONDUIT ACCESS UNDER PAD, TYPICAL FOR PRIMARY

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AND SECONDARY)

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SECONDARY

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COMPARTMENT

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CONNECTIONS FOR THE RADIAL SYSTEM

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(SEE SINGLE LINE DIAGRAM)

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(INSULATED PARKING

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EACH CONDUIT)

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BUSHING WITH INSULATED

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CAP)

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INSIDE WALL OF

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TRANSFORMER

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CASE

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#2 HDB CU

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STIRRUP

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CLAMP

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6"

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4"

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4"

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4

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ES2

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ES2

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GROUNDING STIRRUP

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(FOR PADMOUNT TRANSFORMERS AND

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SECTIONALIZING SWITCHES)

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N.T.S.

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12"

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WARNING TAPE

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FINISHED GRADE

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(1-ACTIVE, 1-SPARE)

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2-5" PRIMARY DUCTS

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CONCRETE ENCASEMENT 3000#

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36"

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3"

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3"

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3"

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3"

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3"

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TINT RED (TYP)

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G

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D

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M.

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D

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I

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V

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A

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A

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B

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L

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L

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E

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W

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D

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E

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L

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No. 33694

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A

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L

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A

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S

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N

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E

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I

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B

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A

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A

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M

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PROFESSIONAL

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C

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E

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N

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G

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I

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R

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N

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E

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E

NEW PRIMARY ELECTRICAL POWER RISER

Sheet Number

Sheet Title

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Job Number

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

ES-3

EL

EC

TR

ICA

L S

ITE

DE

TA

ILS

AutoCAD SHX Text

SYSTEM

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EXISTING

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SYSTEM

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EXISTING

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MAINTENANCE HANGAR 138

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FUEL CELL DOCK 135

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EX

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1

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2

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3

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POINT C

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POINT D

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POINT B

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3#2 (15KV

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SHIELDED)

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SHIELDED)

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3#2 (15KV

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40

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MDP

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EX

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MDP

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NEW POINT P

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WATTHOUR DEMAND METER

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800:5

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10KV

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M

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EXISTING 500KVA, 13.2KV DELTA-277Y/480V, 3 PHASE, 4 WIRE PAD MOUNT TRANSFORMER

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2

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1

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1

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NEW 750KVA, 13.2KV DELTA-277Y/480V, 3 PHASE, 4 WIRE PAD MOUNT TRANSFORMER

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100A

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3

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3

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KEYNOTES

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EXISTING 3 #2 (15KV, SHIELDED) & 1 # 2G(600V) - 4"C. 3 #2 (15KV, SHIELDED) & 1 # 2G(600V) - 5"C. CONTRACTOR SHALL INCLUDE SEPARATE SPARE 5"C PER DUCTBANK SECTION DETAIL SHEET ES-2. EXISTING SECONDARY TO REMAIN

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G

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D

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M.

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D

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I

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V

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A

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A

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B

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L

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L

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E

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W

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D

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E

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L

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No. 33694

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A

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L

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A

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S

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N

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E

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I

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B

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A

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A

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M

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PROFESSIONAL

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C

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E

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N

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G

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I

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R

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N

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E

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E

ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND

E-001

EL

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L L

EG

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Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

Sheet Number

Sheet Title

Project Title

Sea

y, S

ea

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L

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field

A

rchitects


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

HANGAR 138 NEW WORK MINI POWER

MINI POWER CENTER LAYOUT

CIRCUIT BREAKER PANEL SCHEDULENEW PANEL ES

CENTER RISER DIAGRAM

HANGAR 138

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1. ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL UFC, ETL, AND AFI'S. 2. ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORITORIES (UL) LISTED AND LABELED, AND ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORITORIES (UL) LISTED AND LABELED, AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 3. CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. CONDUIT ROUTINGS SHALL BE PARALLEL OR PERPENDICULAR TO BUILDING LINES. COORDINATE CONDUIT ROUTING WITH EXISTING BUILDING COMPONENTS SCHEDULED TO REMAIN. UNLESS APPROVED OTHERWISE BY THE GOVERNMENT, ALL NEW CONDUITS SHALL BE HELD TIGHT TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE OF THE ROOM IN WHICH THEY ARE LOCATED. 4. THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: A) BELOW GRADE - PVC SCHEDULE 40. B) TRANSITIONS FROM BELOW GRADE (WHICH SHALL INCLUDE A "RSC" FACTORY 90 DEGREE ELBOW) TO ABOVE GRADE AND/OR THRU SLAB - RIGID GALVANIZED STEEL (RGS). C) INTERIOR OF BUILDING CONDUITS LESS THAN 2" IN DIAMETER (ID) - ELECTRIC METALLIC TUBING (EMT) UNLESS NOTED OTHERWISE. D) INTERIOR OF BUILDING CONDUITS 2" IN DIAMETER (ID) OR GREATER - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE. E) EXTERIOR OF BUILDING EXPOSED ABOVE FINISHED GRADE - RIGID GALVANIZED STEEL CONDUIT (RGS) UNLESS NOTED OTHERWISE. F) FINAL 36" OF CONDUIT CONNECTED TO MOTORS AND DRY TYPE TRANSFORMERS - LIQUIDTIGHT FLEXIBLE CONDUIT (LFMC). 5. NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE. NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE. 6. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER N.E.C. TO PREVENT ENTRANCE OF MOISTURE. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER N.E.C. TO PREVENT ENTRANCE OF MOISTURE. 7. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED. 8. COORDINATE LOCATIONS OF ALL NEW ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, ETC., WITH EXISTING LIGHTING FIXTURES, MECHANICAL DIFFUSERS, COORDINATE LOCATIONS OF ALL NEW ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, ETC., WITH EXISTING LIGHTING FIXTURES, MECHANICAL DIFFUSERS, PUBLIC ADDRESS SPEAKERS, ETC. PRIOR TO ROUGH-IN WORK. 9. WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT APPLIES SHALL BE ADHERED TO. 10. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES. FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST AND SHALL PERFORM THE WORK AS SHOWN AND SPECIFIED. 11. WHERE ITEMS ON ELECTRICAL DEMOLITION DRAWINGS ARE SHOWN TO BE REMOVED, REMOVAL SHALL INCLUDE WIRING AND CONDUIT (WHERE WHERE ITEMS ON ELECTRICAL DEMOLITION DRAWINGS ARE SHOWN TO BE REMOVED, REMOVAL SHALL INCLUDE WIRING AND CONDUIT (WHERE ACCESSIBLE) BACK TO PANELBOARD FROM WHICH WIRING AND CONDUIT ORIGINATED. HOWEVER, IF REMOVAL OF WIRING AND CONDUIT BACK TO PANELBOARD WOULD RESULT IN AN ELECTRICAL ITEM OR ITEMS BEING DISCONNECTED, WHICH IS NOT SCHEDULED FOR REMOVAL, THAN THE WIRING AND CONDUIT REMOVAL SHALL NOT BE LIMITED TO ITEMS BEING REMOVED, AND CIRCUIT SHALL BE MODIFIED AS REQUIRED TO MAINTAIN POWER TO ITEMS ON SAME CIRCUIT WHICH ARE NOT SCHEDULED FOR REMOVAL. ABOVE NOTE REQUIREMENT FOR MODIFICATION OF CIRCUIT OR CIRCUITS SHALL INCLUDE ALL REQUIRED MATERIAL AND LABOR. ALL EXISTING DEVICES TO REMAIN OR BE RELOCATED SHALL BE EXAMINED PRIOR TO REUSE. 12. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL, PLUMBING AND FIRE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS DRAWINGS FOR EXACT LOCATION AND SIZE OF EQUIPMENT WHICH ARE PROVIDED BY OTHERS AND CONNECTED BY ELECTRICAL. 13. ALL NEW SWITCHES SHALL BE WHITE, UNLESS NOTED OTHERWISE. ALL COVER PLATES SHALL BE 302 STAINLESS STEEL. ALL NEW SWITCHES SHALL BE WHITE, UNLESS NOTED OTHERWISE. ALL COVER PLATES SHALL BE 302 STAINLESS STEEL. 14. ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE MELAMINE PLASTIC, 0.125" THICK, WHITE WITH BLACK CENTER CORE. SURFACE SHALL BE MATTE FINISHED. CORNERS SHALL BE SQUARE. ACCURATELY ALIGN LETTERING AND ENGRAVE INTO THE CORE. MINIMUM SIZE OF NAMEPLATES SHALL BE 1" X 2 1/2". LETTERING SHALL BE A MINIMUM OF .25" HIGH, NORMAL BLOCK STYLE. FASTEN NAMEPLATES WITH A MINIMUM OF TWO SHEET-METAL SCREWS OR TWO RIVETS, PER NAMEPLATE. 15. WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS AND 42" FOR 480/277 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS AND 42" FOR 480/277 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL ELECTRICAL PANELS AND DEVICES. 16. NEW SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" A.F.F. TO CENTER AND SHALL HAVE 3'-0" MIN. OF WORKING SPACE IN FRONT OF NEW SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" A.F.F. TO CENTER AND SHALL HAVE 3'-0" MIN. OF WORKING SPACE IN FRONT OF DISCONNECT; COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT LOCATIONS. 17. FINAL CONDUIT CONNECTIONS TO ALL MECHANICAL EQUIPMENT AND FIRE PUMPS SHALL USE LIQUID TIGHT FLEXIBLE METAL CONDUIT. FINAL CONDUIT CONNECTIONS TO ALL MECHANICAL EQUIPMENT AND FIRE PUMPS SHALL USE LIQUID TIGHT FLEXIBLE METAL CONDUIT. 18. ALL NEW PANELBOARDS, MAIN BREAKER WHERE STIPULATED, SHALL NOT BE ALLOWED IN BRANCH BREAKER SPACES, MAIN BREAKER WILL ONLY BE ALL NEW PANELBOARDS, MAIN BREAKER WHERE STIPULATED, SHALL NOT BE ALLOWED IN BRANCH BREAKER SPACES, MAIN BREAKER WILL ONLY BE PERMITTED ABOVE OR BELOW THE BRANCH BREAKER AREA. 19. BUSBARS ARE TO BE PROVIDED FOR ALL POLES INDICATED ON PANEL SCHEDULE, REGARDLESS OF WHETHER POLES ARE SHOWN WITH CIRCUIT BUSBARS ARE TO BE PROVIDED FOR ALL POLES INDICATED ON PANEL SCHEDULE, REGARDLESS OF WHETHER POLES ARE SHOWN WITH CIRCUIT BREAKERS OR "SPACE ONLY". 20. USE OF SERIES RATED CIRCUIT BREAKERS IS NOT ALLOWED. USE OF SERIES RATED CIRCUIT BREAKERS IS NOT ALLOWED. 21. USE OF PLUG-IN CIRCUIT BREAKERS IS NOT ALLOWED. USE OF PLUG-IN CIRCUIT BREAKERS IS NOT ALLOWED. 22. ALL NEW PANELBOARDS SHALL BE FURNISHED WITH DOOR-IN-DOOR CONSTRUCTION. ALL NEW PANELBOARDS SHALL BE FURNISHED WITH DOOR-IN-DOOR CONSTRUCTION. 23. PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR ALL NEW ELECTRICAL PANELBOARDS AND EXISTING ELECTRICAL PANELBOARDS BEING MODIFIED PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR ALL NEW ELECTRICAL PANELBOARDS AND EXISTING ELECTRICAL PANELBOARDS BEING MODIFIED BY THIS CONTRACT. MOUNT IN HOLDER BEHIND A TRANSPARENT PROTECTIVE COVERING. PANELBOARD DIRECTORIES SHALL INDICATE SOURCE OF FEEDER TO PANELBOARD (I.E.: PANEL "UEPH-4" FED FROM PANEL "DPT5"). HANDWRITTEN PANELBOARD DIRECTORIES IS UNACCEPTABLE. 24. PROVIDE POWER TO ALL FIRE ALARM/FOAM SUPPRESSION CONTROL PANELS, TEXT SIGN CONTROLLER, TRANSCEIVER AND ASSOCIATED EQUIPMENT PROVIDE POWER TO ALL FIRE ALARM/FOAM SUPPRESSION CONTROL PANELS, TEXT SIGN CONTROLLER, TRANSCEIVER AND ASSOCIATED EQUIPMENT FROM THE DEDICATED EMERGENCY POWER PANEL REFER TO 'FP' SHEETS FOR EQUIPMENT LOCATIONS AND ADDITIONAL INFORMATION.

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RUN CONCEALED UNDER FLOOR

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NUMERALS INDICATE PANEL AND CIRCUIT NUMBER.

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RUN CONCEALED IN CEILING OR WALLS

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LIQUID-TIGHT FLEXIBLE CONDUIT CONNECTION

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%%UPANELS AND POWER

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SURFACE MOUNTED CONDUIT; RUN PARALLEL OR PERPINDICULAR TO BUILDING LINES

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HOMERUN TO PANEL. ANY CIRCUIT WITHOUT FURTHER IDENTIFICATION INDICATES

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2 #12, 1 #12 GROUND - 1/2" C; 3 #12, 1 #12 GROUND - 1/2" C;

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LA-1

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4 #12, 1 #12 GROUND - 1/2" C; ETC. AS PER NEC. LETTERS AND

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%%UBRANCH CIRCUITING

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%%UMISCELLANEOUS

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WEATHERPROOF

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UNLESS NOTED OTHERWISE

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ABOVE FINISH FLOOR

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WP

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U.N.O.

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A.F.F.

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SURFACE MOUNTED DEVICE

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120/208 VOLT PANELBOARD 277/480 VOLT PANELBOARD

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%%UWALL OUTLETS

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WALL MOUNTED EXIT LIGHT

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NON-FUSIBLE DISCONNECT SWITCH; XX/YY/ZZ WHERE X INDICATES AMPERAGE, Y INDICATES # OF POLES, AND Z INDICATES NEMA RATING

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NEMA 5-20R. MOUNT 18" AFF TO BOTTOM OF DEVICE UNLESS NOTED OTHERWISE

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DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

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NEMA 5-20R. MOUNT 18" AFF TO BOTTOM OF DEVICE UNLESS NOTED OTHERWISE PROVIDE

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DUPLEX RECEPTACLE - 20 AMP, GFCI, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

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WP

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WITH WEATHERPROOF IN USE COVER

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%%UCEILING OUTLETS

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SURFACE MOUNTED LED FIXTURE

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SURFACE MOUNTED LED FIXTURE WITH EMERGENCY DRIVER

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PANEL

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ES

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SURGE PROTECTIVE DEVICE(SPD)

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2#8,1#10 GND IN 1" CONDUIT

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EXISTING MAIN SWITCHGEAR MDP

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KEYNOTES:

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PANEL

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TRANSFORMER

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P1

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30"

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P1 PRIMARY BREAKER PRIMARY BREAKER P2 SECONDARY BREAKERSECONDARY BREAKER

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42"

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INSTALL A 40 AMP/2 POLE BREAKER AND CONNECT TO NEW MINI POWER CENTER CIRCUIT. NEW 40 AMP/2 POLE BREAKER SHALL BE A FACTORY RED AND HAVE HANDLE LOCK INSTALLED ON BREAKER. 1#8 GND 1"C BONDED TO STRUCTURAL STEEL PROVIDE ARC FLASH HAZARD WARNING MARKING PER NEC 110.16 MINI POWER CENTER WITH GENERAL PURPOSE 15 KVA 480-240/120V, 1 , 3W, DRYTYPE TRANSFORMER AND PANELBOARD. TRANSFORMER SHALL HAVE A 3.2% MINIMUM IMPEDANCE. TRANSFORMER SHALL HAVE "MARKING NAMEPLATE PER NEC 450.11.

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FACU

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SURGE SUPPRESSOR

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CKT

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LOAD DESCRIPTION

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BREAKER

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AMP

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POLE

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LOAD KVA

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BREAKER

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POLE

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AMP

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LOAD DESCRIPTION

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CKT

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TOTAL CONNECTED LOAD:

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3.9 KVA

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MINIMUM INTERRUPTING CAPACITY:

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22,000 AMPS SYMMETRICAL

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1.0

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SURFACE MOUNTED

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120/240 VOLT 1%%C 3W

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60 AMP MAIN BREAKER

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SPACE ONLY

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--

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REMOTE FOAM RELEASING PANEL

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SPACE ONLY

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BLUE LIGHT STROBE

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SPARE

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SPARE

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FA/MNS TRANSCEIVER

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TEXT SIGN CONTROLLER

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NOT TO SCALE

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FIRE ALARM (FACU)/MNS/RSFACU SURGE SUPPRESSION NOTE: PROVIDE SURGE PROTECTION DEVICES (SPD) ON ALL 120V AC CIRCUITS TO CONTROL PANELS, SUBPANELS, TRANSMITTERS, AMPLIFIER PANELS, AND BOOSTER PANELS. THIS SHALL INCLUDE THE RSFACU SYSTEM AND PANELS. SPD MUST HAVE BOTH A UL 1449 AND UL 1283 LISTING AND MUST BE LOCATED IN AN ADJACENT HINGED TERMINAL BOX.

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REFACU

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1.0

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OF CONTROL PANEL; INSTALL 2#12 AND 1#12

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REFER TO 'FP' SHEETS FOR EXACT LOCATION

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GROUND IN 1/2" CONDUIT

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.2

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1.0

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Sheet Title

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www.sslarch.com

Job Number

Date

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

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Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

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Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

LED WALL PACK MARK 'WB'LED STRIP LIGHT MARK 'LS' & 'LSE'

LED STENCIL FACE EXIT SIGN MARK 'X'

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DARK BRONZE FINISH., UL WET LOCATION LISTED

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HOUSING: DECORATIVE DIE CAST ALUMINUM HOUSING AND DOOR. POWDER PAINT

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ELECTRICAL: 120/277 VOLT DRIVER (SEE LIGHTING FIXTURE SCHEDULE)

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MOUNTING: WALL MOUNT

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(16' W X 9' L X 12 1/8' D)

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NOM. DIMENSIONS

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SHIELDING: FLAT GLASS

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FEATURES

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GENERAL DESCRIPTION

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LAMP TYPE: LED/75 CRI

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OTHER: EMERGENCY BATTERY PROVIDING 90 MINUTES AT 615 LUMENS, INTEGRAL PHOTOCELL

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FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT

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ELECTRICAL: 120/277 VOLT DRIVER

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REFLECTORS: GLOSS WHITE

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CONTINUOUS ROW MOUNTING

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HOUSING: DIE-FORMED COLD ROLLED STEEL, DESIGNED FOR INDIVIDUAL OR

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GENERAL DESCRIPTION

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NOM. DIMENSIONS

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LAMP TYPE: LED

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OPTIONS

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FEATURES

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(5" W X 4" H X 4' L)

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PROFILE: 5300 LUMENS (LS)

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WITH EMERGENCY UNIT BATTERY PACK (LSE)

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PROFILE: 3800 LUMENS (WB)

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TYPE

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DRAWING

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MARK

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FIXTURE

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CONTRACT

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LAMP

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WATT

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MAX.

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LIGHTING FIXTURE SCHEDULE

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FIXTURE

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DESCRIPTION

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VOLT

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NUMBER

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PROVIDE WITH BATTERY BACK UP. CONNECT SUCH THAT FIXTURE IS CONTROLLED BY SWITCH BUT LOSS OF POWER SHALL CAUSE BATTERY/LAMPS TO ENERGIZE REGARDLESS OF SWITCH POSITION PROVIDE MINIMUM 1100 LUMENS EMERGENCY UNIT BATTERY PACK.

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MOUNTING

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EXTERIOR LED WALL BRACKET WITH BATTERY BACKUP

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LED

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WB

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WALL @ 7'-6"

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LED

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NOMINAL SURFACE LED STRIP, MINIMUM 5300 LUMENS

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60

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UNV

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LED

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60

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UNV

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LSE

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LS

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NOMINAL SURFACE LED STRIP, MINIMUM 5300 LUMENS, WITH EMERGENCY BATTERY PACK

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CEILING RECESSED

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CEILING RECESSED

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1

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2

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OTHER: MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN. SELF-TEST DIAGNOSTICS

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FINISH. 152 mm (6') H LETTERS WITH 19 mm (3/4')

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HOUSING: DIE-CAST ALUMINUM. WHITE FINISH. HARDWARE FINISH TO MATCH HOUSING

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ELECTRICAL: 120/277 VOLTS WITH BACKUP BATTERY

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STROKE. DIRECTIONAL ARROWS AS REQUIRED.

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(11 3/8 ' W X 7 7/8 ' H X 1 3/4 ' D)

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NOM. DIMENSIONS

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FINISH: WHITE

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GENERAL DESCRIPTION

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SHIELDING: FLAT SHEET ACRYLIC

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LETTERS: RED

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MOUNTING: UNIVERSAL

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LAMP TYPE: LED

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FEATURES

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TYPE 'X' IS WALL MOUNTED ABOVE DOOR

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LED EXIT LIGHT CEILING MOUNTED WITH BATTERY BACKUP

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LED

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10

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UNV

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X

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SURFACE

MM

PAD MOUNTED TRANSFORMER SIZING:

PUMP HOUSE ELECTRICAL POWER RISER

M

E-003

FIR

E A

LA

RM

DE

TA

ILS

BU

ILD

ING

138

Sheet Number

Sheet Title

Project Title

Sea

y, S

ea

y &

L

itch

field

A

rchitects


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

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FIRE PUMP CONTROLLER

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NEW 750 KVA PAD MOUNTED TRANSFORMER IS REQUIRED. ONLY TWO PUMPS RUN AT A TIME

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TOTAL LOAD:

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MAIN PANEL "PH" (18.0 FLA/15.0 KVA):

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250HP FIRE PUMP # 1 (257.6 KVA X 125%%%):

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981.0 KVA

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15.0 KVA

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322.0 KVA

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INSTALL NEW TRANSFORMER - 750 KVA, 3 , 13.2 KV PRIMARYTO 480Y/277 V. SECONDARY - 5.75% Z. INSTALL NEW PRIMARY CONDUCTORS TO NEW TRANSFORMER. INSTALL METER ON NEW TRANSFORMER PER ANG REQUIREMENTS. INSTALL NEW C.T.'S FOR METER.

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2 PARALLEL RUNS OF 4 # 250MCM & 1 # 1/0 GND. - 3" PVC, SCH. 80 - CONNECT GROUND CONDUCTOR TO BUSBAR IN TRANSFORMER SECONDARY COMPARTMENT.

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2 PARALLEL RUNS OF 3 # 250MCM & 1 # 1/0 GND. - 3" C.

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FIRE PUMP #1

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250 HP, 480 V., 3%%C

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FIRE PUMP #2

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NEW UNDERGROUND PRIMARY DUCTBANK; REFER TO PRIMARY ELECTRICAL RISER FOR ADDITIONAL INFORMATION

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FIRE PUMP #3

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1

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2

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1#6 GND IN 1"C

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PH

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PANEL

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277/480V

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3%%C, 4W

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PL

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PANEL

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120/208V

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3%%C, 4W

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100A MAIN

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100A MAIN

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3#6,1#8 GROUND IN 1" CONDUIT

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4#1,1#6 GROUND IN 2" CONDUIT

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STEEL PER NEC ARTICLE 250-50

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WATER PIPES AND STRUCTURAL

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1#6 GND IN 1"C TO METALLIC

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1

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RISER KEYNOTES:

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2

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3

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SURGE SUPPRESSOR. GENERAL PURPOSE 30KVA 480 - 208Y/120V, 3 , 4W, DRY TYPE TRANSFORMER.ELECTRICAL DEMAND METER WITH 800:5 CT'S. 1#8 GND 1"C BONDED TO STRUCTURAL STEEL. PROVIDE ARC FLASH HAZARD WARNING MARKING PER NEC 110.16. MINI POWER CENTER WITH GENERAL PURPOSE 15 KVA 480-240/120V, 1 , 3W, DRYTYPE TRANSFORMER AND PANELBOARD. TRANSFORMER SHALL HAVE A 3.2% MINIMUM IMPEDANCE. TRANSFORMER SHALL HAVE "MARKING NAMEPLATE PER NEC 450.11. COORDINATE EXACT WIRE REQUIREMENTS WITH FIRE PUMP EQUIPMENT FURNISHED. ADJUST WIRE AND CONDUIT SIZE IF REQUIRED PRIOR TO ORDERING MATERIALS.

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3

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250 HP, 480 V., 3%%C

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250 HP, 480 V., 3%%C

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250HP FIRE PUMP # 2 (257.6 KVA X 125%%%):

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250HP FIRE PUMP # 3 (257.6 KVA X 125%%%):

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322.0 KVA

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322.0 KVA

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4#1 IN 1 1/2" PVC, SCH. 80

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1

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PANEL

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PES

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SURGE PROTECTIVE DEVICE(SPD)

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2#8,1#10 GND IN 1" CONDUIT

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4

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5

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6

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4

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5

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6

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7

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7

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7

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7

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7

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G

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D

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M.

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D

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I

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V

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A

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A

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B

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L

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L

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E

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W

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D

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E

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L

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No. 33694

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A

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L

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A

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S

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N

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E

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I

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B

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A

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A

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M

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PROFESSIONAL

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C

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E

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N

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G

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I

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R

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N

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E

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E

E-004

FIR

E A

LA

RM

DE

TA

ILS

BU

ILD

ING

138

Sheet Number

Sheet Title

Project Title

Sea

y, S

ea

y &

L

itch

field

A

rchitects


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

CIRCUIT BREAKER PANEL SCHEDULENEW PANEL PES

CIRCUIT BREAKER PANEL SCHEDULENEW PANEL PH

CIRCUIT BREAKER PANEL SCHEDULENEW PANEL PL

PUMPHOUSE PUMPHOUSE

PUMPHOUSE

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G

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D

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M.

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D

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I

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V

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A

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A

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B

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L

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L

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E

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W

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D

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E

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L

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No. 33694

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A

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L

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A

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S

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N

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E

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I

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B

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A

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A

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M

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PROFESSIONAL

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C

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E

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N

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G

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I

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R

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N

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E

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E

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FACU

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20

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2

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SURGE SUPPRESSOR

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FA/MNS TRANSCEIVER

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CKT

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LOAD DESCRIPTION

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BREAKER

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AMP

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POLE

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LOAD KVA

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BREAKER

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POLE

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AMP

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LOAD DESCRIPTION

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CKT

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1

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2

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TOTAL CONNECTED LOAD:

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1.4 KVA

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1

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20

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.9

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20

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1

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3

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5

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7

AutoCAD SHX Text

9

AutoCAD SHX Text

11

AutoCAD SHX Text

4

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6

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8

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10

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12

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SURFACE MOUNTED

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120/240 VOLT 1%%C 3W

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60 AMP MAIN BREAKER

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SPACE ONLY

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--

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-

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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--

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--

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--

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--

AutoCAD SHX Text

-

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-

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-

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-

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SPARE

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20

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1

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.5

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SPARE

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20

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1

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CKT

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LOAD DESCRIPTION

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BREAKER

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AMP

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POLE

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1

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3

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5

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7

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9

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11

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13

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15

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17

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19

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21

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23

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25

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27

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29

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TOTAL CONNECTED KVA

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KVA/PHASE

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A

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B

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C

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A

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B

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C

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CKT

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LOAD DESCRIPTION

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BREAKER

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AMP

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POLE

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2

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4

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6

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8

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10

AutoCAD SHX Text

12

AutoCAD SHX Text

14

AutoCAD SHX Text

16

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18

AutoCAD SHX Text

20

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22

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24

AutoCAD SHX Text

26

AutoCAD SHX Text

28

AutoCAD SHX Text

30

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KVA/PHASE

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C

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B

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A

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5.40

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4.31

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5.20

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SURFACE MOUNTED

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277/480 VOLT 3%%C 4W

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100 AMP MAIN BREAKER

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SURGE SUPPRESSOR

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30

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3

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1

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20

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PUMPHOUSE LIGHTING

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1

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20

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SPARE

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1

AutoCAD SHX Text

20

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SPARE

AutoCAD SHX Text

1

AutoCAD SHX Text

20

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SPARE

AutoCAD SHX Text

1

AutoCAD SHX Text

20

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SPARE

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1

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20

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SPARE

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SPARE

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SPARE

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SPARE

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SPARE

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SPARE

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SPARE

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

-

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--

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SPACE ONLY

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-

AutoCAD SHX Text

--

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SPACE ONLY

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SPACE ONLY

AutoCAD SHX Text

-

AutoCAD SHX Text

--

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SPACE ONLY

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-

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--

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.54

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CKT

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LOAD DESCRIPTION

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BREAKER

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AMP

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POLE

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1

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3

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5

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7

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9

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11

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13

AutoCAD SHX Text

15

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17

AutoCAD SHX Text

19

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21

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23

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25

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27

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29

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TOTAL CONNECTED KVA

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KVA/PHASE

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A

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B

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C

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A

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B

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C

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CKT

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LOAD DESCRIPTION

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BREAKER

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AMP

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POLE

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2

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4

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6

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8

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10

AutoCAD SHX Text

12

AutoCAD SHX Text

14

AutoCAD SHX Text

16

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18

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20

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22

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24

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26

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28

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30

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KVA/PHASE

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C

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B

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A

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2.76

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.54

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SURFACE MOUNTED

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120/208 VOLT 3%%C 4W

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100 AMP MAIN BREAKER

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SURGE SUPPRESSOR

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30

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3

AutoCAD SHX Text

1

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20

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REC-PUMPHOUSE

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1

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15

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REC-PUMPHOUSE

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1

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20

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SPARE

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SPARE

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-

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--

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SPACE ONLY

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-

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--

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SPACE ONLY

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SPACE ONLY

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SPARE

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REC-PUMPHOUSE

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SPARE

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SPARE

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1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

-

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

--

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SPACE ONLY

AutoCAD SHX Text

-

AutoCAD SHX Text

--

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SPACE ONLY

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SPACE ONLY

AutoCAD SHX Text

-

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

--

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

--

AutoCAD SHX Text

--

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--

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.36

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PANEL PL VIA TRANSFORMER

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3

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50

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2.76

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.18

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NEMA 3R

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NEMA 3R

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.36

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JOCKEY PUMP

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15

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3

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2.1

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2.1

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2.1

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.54

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SPACE ONLY

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SPACE ONLY

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-

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--

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1

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PROVIDE RED HANDLE LOCK ON BREAKER

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PANEL PES VIA TRANSFORMER

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40

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2

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SPACE ONLY

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--

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-

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HP-1

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15

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2

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SPARE

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SPARE

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1

AutoCAD SHX Text

1

AutoCAD SHX Text

20

AutoCAD SHX Text

20

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1.2

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1.2

AutoCAD SHX Text

1

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20

AutoCAD SHX Text

1

AutoCAD SHX Text

20

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SPARE

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SPARE

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1

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20

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FC-1

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2

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15

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1.2

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1.2

AutoCAD SHX Text

-

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--

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SPACE ONLY

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-

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--

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SPACE ONLY

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SPACE ONLY

AutoCAD SHX Text

-

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--

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2.4

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.7

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.7

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2.4

NEW WORK ELECTRICAL PLAN - FIRE PUMP BUILDINGE-100

NE

W W

OR

KE

LE

CT

RIC

AL

PL

AN

FIR

E P

UM

P B

UIL

DIN

G

Sheet Number

Sheet Title

Project Title

Sea

y, S

ea

y &

L

itch

field

A

rchitects


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

AutoCAD SHX Text

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

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T.S.

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T

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%%UCONDUIT NOTE:

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ALL CONDUIT INSTALLED INSIDE FIRE PUMP ROOM SHALL BE RIGID STEEL.

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EMT CONDUIT IS NOT PERMITTED IN FIRE PUMP ROOMS.

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INSTALL NEW UNDERGROUND SECONDARY; REFER TO POWER RISER FOR CONDUIT AND WIRE SZIE

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JOCKEY PUMP

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CONTROLLER

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FIRE ALARM CONTROL PANEL

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T

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PANEL 'PL'

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PANEL 'PH'

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30KVA DRY TYPE TRANSFORMER IN NEMA 3R ENCLOSURE

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PH-1

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'LSE'

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'LSE'

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6'LS'

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%%ULIGHT INSTALLATION NOTE:

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INSTALL INTERIOR LIGHT FIXTURES TO AVOID CONFLICT WITH OVERHEAD PIPING.

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S

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INSTALL NEW TRANSFORMER - 750 KVA, 3 , 13.2 KV PRIMARYTO 480Y/277 V. SECONDARY - 5.75% Z. INSTALL NEW PRIMARY CONDUCTORS TO NEW TRANSFORMER. INSTALL METER ON NEW TRANSFORMER PER ANG REQUIREMENTS. INSTALL NEW C.T.'S FOR METER.

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WP

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PL-1

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PL-3

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WP

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PL-4

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N

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'WB'

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PROVIDE FIXTURE WITH INTEGRAL PHOTOCELL CONTROL; 'ON' AT DUSK/'OFF' AT DAWN

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MINI POWER CENTER 'PES'

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TRANSCEIVER

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PES-2

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FC-1

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HP-1

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PH-14/16/18

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30/2/1

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30/2/3R

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PL-5/7

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PES-1

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HANGAR 138 - POWER PLAN

HANGAR DOOR 138 - POWER RISER DIAGRAM

E-101

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www.sslarch.com

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. COLEMAN

D. BAGWELL

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

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UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

20 JANUARY 2020

NE

W W

OR

K H

AN

GA

R138 P

OW

ER

PL

AN

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EXISTING DOOR MOTOR CONTROL PANEL; REMOVE CIRCUIT FROM EXISTING PANEL 'EHA' AND CONNECT AHEAD OF THE BUILDING MAIN

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KEYNOTES:

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INTERCEPT THE EXISTING HANGAR DOOR CIRCUIT AT EXISTING PANEL 'EHA'. SPLICE AND EXTEND 4#10 AND 1# 10 GROUND IN 3/4" CONDUIT TO THE NEW MANUAL TRANSFER SWITCH. INSTALL NEW EXTERIOR HANGAR DOOR KEY-OPERATED ACCESS CONTROL SWITCH ENCLOSED IN WEATHERPROOF ENCLOSURE. INSTALL AS REQUIRED BY MANUFACTURER. DOOR SHALL OPEN IN FULL UPON ACTIVATION OF SWITCH. NEW JUNCTION BOX FOR INTERCEPTION AND SPLICING OF EXISTING HANGAR DOOR CIRCUIT. SEE HANGAR DOOR POWER RISER DIAGRAM THIS SHEET. NEW MINI POWER CENTER 'ES'. SEE LAYOUT AND RISER ON SHEET E-003. COORDINATE EXACT FINAL LOCATION IN THIS ROOM WITH USERS AT TIME OF CONSTRUCTION. INSTALL 2#12, 1#12 GND IN 1/2" CONDUIT TO EXISTING LIGHTING CIRCUIT SERVING THIS AREA. INTERCEPT AHEAD OF THE LOCAL SWITCH. INSTALL 2#10, 1#10 GND IN 3/4" CONDUIT. NEW 60 AMP, 4 POLE, NEMA 3R MANUAL TRANSFER SWITCH; 480V RATED; APPROXIMATE LOCATION, COORDINATE EXACT LOCATION WITH GOVERNMENT PRIOR TO INSTALL. NEW 20 AMP, 3 POLE, NEMA 3R ENCLOSED BREAKER; 480V RATED; APPROXIMATE LOCATION, COORDINATE EXACT LOCATION WITH GOVERNMENT PRIOR TO INSTALL.

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EXISTING DOOR MOTOR CONTROL PANEL; REMOVE CIRCUIT FROM EXISTING PANEL 'EHA' AND CONNECT AHEAD OF BUILDING MAIN

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EXISTING HANGAR DOOR CONTROL PANELS TO REMAIN

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JUNCTION BOX; INTERCEPT AND SPLICE TO EXISTING HANGAR DOOR CIRCUIT

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EXISTING HANGAR DOOR CIRCUIT TO REMAIN

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NEW 4#10 AND 1#10 GROUND IN 3/4" CONDUIT

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NEW 20 AMP/3 POLE/NEMA 3R ENCLOSED 480V CIRCUIT BREAKER; SERVICE ENTRANCE RATED, 65K AIC

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1#8 GND PER NEC ARTICLE 250

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NEW 4#10 AND 1#10 GROUND IN 3/4" CONDUIT

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NEW 4#10 IN 3/4" CONDUIT

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HANGAR DOOR POWER NOTE: THE DEDICATED HANGAR DOOR POWER IS REQUIRED TO BE AHEAD OF THE MAIN DISCONNECT FOR THE BUILDING. THE CONTRACTOR MAY EITHER INSTALL NEW CONDUCTORS FROM THE TRANSFORMER OR SECONDARY SERVICE CONDUCTORS AHEAD OF THE MAIN SERVICE BREAKER.

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EXISTING PANEL EHA

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EXISTING PANEL MDP

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FACU

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TRANSCEIVER

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NEW 60 AMP/4 POLE/NEMA 3R MANUAL TRANSFER SWITCH; 480V RATED

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CONTRACTOR SHALL PROVIDE A GENERATOR CONNECTION RECEPTACLE THAT IS COMPATIBLE WITH THE ON BASE PORTABLE (EAID) GENERATOR.

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ES-5

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ES-7

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REFACU

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REMOTE FOAM PANEL

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FIBER OPTIC CONDUIT SEPARATION DETAIL

CONDUIT INSTALLATION DETAIL

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www.sslarch.com

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

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38

117 A

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BIR

MIN

GH

AM

, A

L

20 JANUARY 2020


Job Number:


Pensacola, FL 32502

Phone: (850) 462-8040


AL PE No. 33694

Be 17-073

FAS-1

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NEW WORK FIRE ALARM SITE PLAN

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LOCATE ALL UTILITIES PRIOR TO PERFORMING UNDERGROUND WORK

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MAINTENANCE

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HANGAR (BLDG 138)

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FIRE ALARM CONTRACTOR TO COORDINATE WITH SPRINKLER AND FIRE PUMP CONTRACTOR PRIOR TO PERFORMING ANY EXTERIOR WORK OR ORDERING MATERIALS. CONTRACTORS TO FINALIZE FIBER AND CONTROLS CONNECTION REQUIREMENTS. QFPE SHOP DRAWINGS SHALL ADDRESS THE COMMUNICATIONS REQUIREMENTS BETWEEN SYSTEMS.

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NEW 4'X4' HAND HOLE PULL BOX. INSTALL NEW 12 STRAND MULTI-MODE FIBER OPTIC CABLE IN 4" CONDUIT WITH THREE THREE-CELL MAXCELL INNERDUCT FROM NEW FOAM SUPPRESSION CONTROL PANEL TO FIRE PUMP CONTROLLER; SEE FIBER OPTIC CONDUIT SEPARATION INSTALLATION AND CONDUIT INSTALLATION DETAIL THIS SHEET. CONDUIT SHALL BE DIRECTIONAL BORED WHERE POSSIBLE. REMAINING DISTANCES WILL BE TRENCHED. PATCH ALL PAVEMENT/ASPHALT THAT IS DISTURBED DURING THE CONDUIT INSTALLATION. FIBER SHALL BE CONTINUOUS WITH NO SPLICES. PROVIDE ALL NECESSARY CONDUIT, FIBER OPTIC CABLE, ADAPTORS, PROGRAMMING AND ACCESSORIES TO SUPPORT FIBER OPTIC CONNECTION TO BUILDINGS FOAM SUPPRESSION PANEL. EXISTING FIRE PUMP CONTROLLERS, FURNISH AND INSTALL NEW FIBER MODULE FOR COMMUNICATIONS TO FIRE PUMP CONTROLLER FOR REMOTE START. PROVIDE ALL NECESSARY CONDUIT, FIBER OPTIC CABLE, ADAPTORS, PROGRAMMING AND ACCESSORIES TO SUPPORT FIBER OPTIC CONNECTION TO BUILDINGS FOAM SUPPRESSION PANEL. INSTALL CONDUIT AND FIBER TO BUILDINGS FOAM SUPPRESSION PANEL. GALVANIZED STEEL NEMA 3R LOCKABLE BOX. REFER TO CONDUIT INSTALLATION DETAIL.

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KEYNOTES

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FINISHED GRADE

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36"

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MIN 24"

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OPTIC CABLE

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4" CONDUIT FOR FIBER

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NOT TO SCALE

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NOTE: PROVIDE A MINIMUM 24" SEPARATION WHERE POSSIBLE TO OTHER UTILITIES

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EXISTING UTILITY CONDUITS/PIPE

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UNISTRUT, HARDWARE AT 2'-0" O.C.

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36" MINIMUM BURIED DEPTH

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EXISTING FINISH GRADE

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UG SCH 80 PVC CONDUIT

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GALVANIZED RIGID CONDUITS

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PAINTING NOTE:

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PAINT ALL NEW EXPOSED CONDUITS AND ENCLOSURES TO MATCH EXISTING FACILITY'S FINISH COLOR.

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GALVANIZED STEEL NEMA 3R LOCKABLE BOX (SIZED AS REQ'D)

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GALVANIZED RIGID FITTING

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PVC TO GALVANIZED FULL SWEEP ELBOW

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WALL

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EXISTING CEILING

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RIGID CONDUIT

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UNION TRANSITION FITTING TO EMT

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U.L. APPROVED SEALANT AROUND CONDUITS

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EMT CONDUIT

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TO FOAM SUPPRESSION CONTROL PANEL

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BLDG EXTERIOR WALL

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PROVIDE ACOUSTICAL/FIRE SEALANT AROUND CONDUITS PENETRATING SECURE/FIRE BOUNDARIES AS REQUIRED TO MAINTAIN THE WALL RATING.

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NOT TO SCALE

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NEW 4'X4' HAND HOLE PULL BOX

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PROVIDE DUCT SEALANT AROUND CONDUITS PENETRATING HAND HOLE

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FIRE ALARM/MASS NOTIFICATION LEGENDFIRE ALARM/MASS NOTIFICATION GENERAL NOTES

FA-001

FIR

E A

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www.sslarch.com

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

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L

20 JANUARY 2020

Sheet Number

Sheet Title

Project Title

Se

ay, S

ea

y &

L

itch

fie

ld

A

rch

ite

cts


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

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117 A

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BIR

MIN

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AM

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20 JANUARY 2020

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%%UMISCELLANEOUS

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WEATHERPROOF

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UNLESS NOTED OTHERWISE

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ABOVE FINISH FLOOR

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WP

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U.N.O.

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A.F.F.

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GROUND FAULT CIRCUIT INTERRUPTER

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%%UFIRE ALARM/MASS NOTIFICATION SYSTEM

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FIRE ALARM/MASS NOTIFICATION SYSTEM CEILING MOUNTED SPEAKER/STROBE

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FIRE ALARM/MASS NOTIFICATION SYSTEM SIGNAL SPEAKER/STROBE; MT 80" AFF TO BOTTOM OF LENS

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FIRE ALARM SYSTEM MANUAL PULL STATION; MT 48" AFF TO C/L

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FIRE ALARM/MASS NOTIFICATION SYSTEM SMOKE DETECTOR

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FIRE ALARM SYSTEM CEILING MOUNTED SPEAKER

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LOC

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LOCAL OPERATING CONSOLE

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FIRE ALARM/MASS NOTIFICATION SYSTEM - SPRINKLER SYSTEM FLOW SWITCH

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FIRE ALARM/MASS NOTIFICATION SYSTEM - SPRINKLER SYSTEM TAMPER SWITCH

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FACU

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FIRE ALARM/MASS NOTIFICATION CONTROL UNIT

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FIRE ALARM/MASS NOTIFICATION SYSTEM SIGNAL SPEAKER; MT 80" AFF TO BOTTOM OF LENS

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FIRE ALARM/MASS NOTIFICATION SYSTEM HEAT DETECTOR

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HANGAR FIRE ALARM/MASS NOTIFICATION SYSTEM SIGNAL SPEAKER/STROBE; MT BETWEEN 80" AND 96" AFF TO BOTTOM OF LENS. STROBE SHALL BE A MAXIMUM OF 110 CANDELA. FAN SHUTDOWN RELAY MASS NOTIFICATION SYSTEM - TEXT SIGN - MOUNT ABOVE EXIT DOOR FOAM SUPPRESSION - BLUE ROTATING BEACON NOT LESS THAN 400 CD; MOUNT 20-30 FEET A.F.F. FIRE ALARM SUPPLY DUCT DETECTOR FIRE ALARM/MASS NOTIFICATION SYSTEM WEATHERPROOF SIGNAL SPEAKER; MT 80" AFF TO BOTTOM OF LENS

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FR

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1. THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT & FIELD DEVICES. EXACT ROUTING OF CONDUITS TO BE DETERMINED IN THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT & FIELD DEVICES. EXACT ROUTING OF CONDUITS TO BE DETERMINED IN THE FIELD BY THE INSTALLING CONTRACTOR TO SUIT CONDITIONS. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. 2. CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENT IN CIRCUITING AS REQUIRED TO CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENT IN CIRCUITING AS REQUIRED TO ACCOMMODATE THE RELOCATION OF EQUIPMENT AND/OR DEVICES WHICH ARE AFFECTED BY ANY AUTHORIZED CHANGE. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. 3. A SET OF APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR INSTALLATION. A SET OF APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR INSTALLATION. 4. THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V, 20A BRANCH CIRCUIT BREAKER, THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V, 20A BRANCH CIRCUIT BREAKER, AND SHALL HAVE A RED MARKING, LOCK-ON PROVISION AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT DISCONNECT MEANS (CIRCUIT BREAKER) SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT. 5. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND WORKMAN LIKE MANNER. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND WORKMAN LIKE MANNER. 6. ANY SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO PROTECT FROM DUST. ANY ANY SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO PROTECT FROM DUST. ANY FALSE ALARMS DUE TO DIRT CONTAMINATED HEADS SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM INSTALLER. 7. THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL, CEILING, AND ROOF ASSEMBLIES ANY TIME THAT WORK THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL, CEILING, AND ROOF ASSEMBLIES ANY TIME THAT WORK IS NOT ACTIVELY BEING PERFORMED. 8. INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND NON-POWER LIMITED FIELD INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND NON-POWER LIMITED FIELD WIRING MUST BE INSTALLED WITHIN THE FACP ENCLOSURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NEC. 9. ALL WIRING SHALL BE INSTALLED ACCORDING TO NFPA 70 (NEC). ALL WIRING SHALL BE INSTALLED ACCORDING TO NFPA 70 (NEC). 10. FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APPROPRIATE SECTION OF NEC 760. MARK ALL FIRE ALARM WIRES IN FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APPROPRIATE SECTION OF NEC 760. MARK ALL FIRE ALARM WIRES IN ACCORDANCE WITH NEC 760 SECTIONS FOR POWER LIMITED AND NON-POWER LIMITED WIRE. 11. FIRE ALARM CABLE INSTALLED IN DUCTS, PLENUM, AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE FPLP. FIRE ALARM CABLE INSTALLED IN DUCTS, PLENUM, AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE FPLP. 12. FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATE MORE THAN ONE FLOOR OR CABLES INSTALLED IN VERTICAL RUNS IN FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATE MORE THAN ONE FLOOR OR CABLES INSTALLED IN VERTICAL RUNS IN SHAFTS SHALL BE TYPE FPLR. 13. FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET LOCATIONS. FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET LOCATIONS. 14. FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70 ARTICLES 760, FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70 ARTICLES 760, 770, 725 AND 800 WHERE APPLICABLE. 15. ALL WIRING, INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. ALL WIRING, INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 16. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE. 17. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. 18. 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING. 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING. 19. ALL WIRING TO BE IN CONDUIT WITH FACTORY APPLIED RED FINISH. ALL WIRING TO BE IN CONDUIT WITH FACTORY APPLIED RED FINISH. 20. PROVIDE DUCT DETECTORS IN SUPPLY AIR SYSTEMS. PROVIDE DUCT DETECTORS IN SUPPLY AIR SYSTEMS. 21. PRE-FINAL & FINAL FIRE ALARM TESTING SHALL BE COORDINATED WITH BASE PERSONNEL. PRE-FINAL & FINAL FIRE ALARM TESTING SHALL BE COORDINATED WITH BASE PERSONNEL. 22. ALL WIRING TO BE SOLID COPPER. ALL WIRING TO BE SOLID COPPER. 23. INSTALL SMOKE DETECTION ABOVE ALL CONTROL PANELS TO INCLUDE NAC EXTENDER PANELS AND EARLY SMOKE DETECTION CONTROL PANELS. INSTALL SMOKE DETECTION ABOVE ALL CONTROL PANELS TO INCLUDE NAC EXTENDER PANELS AND EARLY SMOKE DETECTION CONTROL PANELS. 24. MONITORING MODULES FOR SINGLE SERVICE. DUAL INPUT NOT PERMITTED. MONITORING MODULES FOR SINGLE SERVICE. DUAL INPUT NOT PERMITTED. . 25. ALL CONDUIT TO BE NEW AND PROVIDED WITH A FACTORY APPLIED RED FINISH. ALL CONDUIT TO BE NEW AND PROVIDED WITH A FACTORY APPLIED RED FINISH. 26. THE EXISTING FIRE ALARM SYSTEM, INCLUDING THE FACP, TRANSMITTER, ALL ASSOCIATED DEVICES, ALL ASSOCIATED CONDUITS, AND ALL THE EXISTING FIRE ALARM SYSTEM, INCLUDING THE FACP, TRANSMITTER, ALL ASSOCIATED DEVICES, ALL ASSOCIATED CONDUITS, AND ALL ASSOCIATED COMPONENTS SHALL BE REMOVED IN THEIR ENTIRETY AFTER THE NEW SYSTEM IS CERTIFIED AND OPERATIONAL. 27. ALL WIRING SHALL BE CONTINUOUS WITH NO SPLICES. ALL WIRING SHALL BE CONTINUOUS WITH NO SPLICES. 28. EXISTING FIRE ALARM SYSTEM SHALL REMAIN OPERABLE DURING CONSTRUCTION OF NEW FIRE ALARM AND MASS NOTIFICATION SYSTEM. ANY WORK EXISTING FIRE ALARM SYSTEM SHALL REMAIN OPERABLE DURING CONSTRUCTION OF NEW FIRE ALARM AND MASS NOTIFICATION SYSTEM. ANY WORK THAT SHOULD OCCUR THAT WILL DISABLE THE EXISTING FIRE ALARM WILL HAVE TO BE APPROVED BY THE FIRE DEPARTMENT, THE CONTRACTING OFFICER AND THE FACILITY MANAGER. IF APPROVED, THE FACILITY DIRECTOR WILL COORDINATE, WITH ASSISTANCE OF THE CONTRACTING OFFICER OR HIS REPRESENTATIVE (GOVERNMENT INSPECTOR), A FIRE WATCH IN ACCORDANCE WITH NFPA 101, CHAPTER 9, AND PUT CORRECTIVE MEASURES IN PLACE. 29. WHERE ITEMS ON FIRE ALARM DEMOLITION DRAWINGS ARE SHOWN TO BE REMOVED, REMOVAL SHALL INCLUDE WIRING AND CONDUIT BACK TO WHERE ITEMS ON FIRE ALARM DEMOLITION DRAWINGS ARE SHOWN TO BE REMOVED, REMOVAL SHALL INCLUDE WIRING AND CONDUIT BACK TO CONTROL PANEL FROM WHICH WIRING AND CONDUIT ORIGINATED. 30. CONTRACTORS FIRE PROTECTION ENGINEER (FPE) SHALL REVIEW ALL MATERIALS AND STAMP PRIOR TO SUBMITTING TO THE GOVERNMENT FOR REVIEW. THE CONTRACTORS FIRE PROTECTION ENGINEER (FPE) SHALL REVIEW ALL MATERIALS AND STAMP PRIOR TO SUBMITTING TO THE GOVERNMENT FOR REVIEW. THE FPE MUST MEET THE REQUIREMENTS AS SPECIFIED IN UFC 3-600-01.

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ANN

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FIRE ALARM/MASS NOTIFICATION ANNUNCIATOR

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AIRCRAFT HANGAR REQUIREMENTS: 1. PROVIDE A SEPARATE FACU AND RSFACU FOR EACH BUILDING. INSTALL THE FACU AND RSFACU IN A LOCATION READILY ACCESSIBLE TO THE EMERGENCY RESPONDERS AND MAINTENANCE PERSONNEL. 2. PROVIDE A FACU FOR DEVICES AND APPLIANCES INSTALLED THROUGHOUT THE BUILDING THAT ARE NOT PART OF THE FOAM/WATER RELEASING SYSTEM OR OTHER RELEASING SYSTEMS SUCH AS A PREACTION SYSTEM. PROVIDE A MASS NOTIFICATION SYSTEM THROUGHOUT THE SUPPORT AREAS AND HANGAR BAY IN ACCORDANCE WITH UFC 4-021-01 AND UFC 4-211-01. 3. CONNECT FACU AND RSFACU SO FAILURE OF THE FACU SHALL NOT PROHIBIT THE RSFACU FROM FUNCTIONING AS INTENDED. DO NOT CONNECT THE RSFACU TO OTHER CONTROL UNIT THROUGH THE USE OF A NETWORK CABLE. COMMUNICATE FUNCTIONALITY BETWEEN PANELS THROUGH ADDRESSABLE MODULES ONLY. 4. CONNECT FACU AND RSFACU SO FAILURE OF THE FACU SHALL NOT PROHIBIT THE RSFACU FROM PROVIDING SEPARATE AND DISTINCTIVE RELEASE SIGNALS TO THE RECEIVING STATION. 5. PROVIDE SPDS TO PROTECT ALL POWER SUPPLY CIRCUITS TO THE FACU AND RSFACU, INCLUDING ANY SUBPANELS SUCH AS AUTONOMOUS CONTROL UNITS, AMPLIFIER PANELS, AND NOTIFICATION APPLIANCE CIRCUIT (NAC) BOOSTER PANELS. PROVIDE SPDS TO PROTECT ALL FIRE ALARM CIRCUITS LEAVING OR ENTERING THE BUILDING. DEVICES MOUNTED ON AN EXTERIOR WALL SUCH AS WALL MOUNTED EXTERIOR SPEAKERS DO NOT REQUIRE AN SPD WHEN LIGHTNING PROTECTION IS PROVIDED ON THE BUILDING. PROVIDE SPDS IN ACCORDANCE WITH UFC 3-520-01. MOUNT SPDS IN A SEPARATE ENCLOSURE, UNLESS THE SPD IS LISTED AND INSTALLED IN THE CONTROL PANEL BY THE FACTORY. INSTALLING SPDS NOT LISTED WITH THE PANEL IS PROHIBITED. 6. MAINTAIN A MINIMUM SEPARATION DISTANCE OF 5 FT. (1.5 M) BETWEEN GENERAL FIRE ALARM PULL STATIONS (IF PROVIDED) AND THE MANUAL FOAM RELEASING STATIONS. WHERE POSSIBLE, INSTALL THE MANUAL FOAM RELEASING STATIONS ON THE OPPOSITE SIDE OF THE DOOR FROM THE GENERAL FIRE ALARM PULL STATIONS. 7. WHERE FULL COVERAGE OF THE HANGAR BAY CANNOT BE ACCOMPLISHED USING WALL MOUNTED STROBES WITHOUT EXCEEDING 110 CANDELA (CD), THE FOLLOWING SPACING CRITERIA APPLIES: 1)VISUAL NOTIFICATION COVERAGE IS NOT REQUIRED IN THE CENTER OF THE HANGAR BAY. 2) PROVIDE STROBES NOT EXCEEDING 110 CD AROUND THE PERIMETER OF THE HANGAR BAY, NOT INCLUDING THE HANGAR BAY DOOR OPENING, IN ACCORDANCE WITH THE ROOM SPACING REQUIREMENTS FOR WALL-MOUNTED VISIBLE APPLIANCES IN NFPA 72. 8. BLUE BEACON INITIATION SHALL ORIGINATE THROUGH THE RSFACU. NEXT TO EACH BEACON PROVIDE A YELLOW OR LIME-YELLOW BACKGROUND SIGN MATCHING THE MANUAL FOAM RELEASING STATION SIGNAGE WITH "FOAM RELEASE WHEN ILLUMINATED" IN RED LETTERING NOT LESS THAN 3" HIGH.

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LOW TEMPERATURE SENSOR; COORDINATE REQUIREMENTS WITH FIRE SPRINKLER CONTRACTOR

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LS

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CONDUIT INSTALLATION NOTE CONDUIT INSTALLATION NOTE COORDINATE CONDUIT ROUTING WITH EXISTING BUILDING COMPONENTS SCHEDULED TO REMAIN. UNLESS APPROVED OTHERWISE BY THE GOVERNMENT, ALL NEW CONDUITS SHALL BE HELD TIGHT TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE OF THE ROOM IN WHICH THEY ARE LOCATED.

NOTE:

SURFACE MOUNTED MANUAL PULL STATION DETAIL

NOT TO SCALE

FRONT

VIEW

SIDE

VIEW

FRONT

VIEW

SIDE

VIEW

SURFACE MOUNTED SPEAKER/STROBE DETAIL

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F

NOTE:

FA/MNS DEVICE DETAIL IN HANGAR

NOT TO SCALE

NOTE:

CONDUIT SEAL OFF DETAIL

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334. 263. 5162

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BRKR162323/SSL17070

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LIFT THEN PULL HANDLE

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PULL FOR FIRE

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4" SQUARE JUNCTION BOX W/ COVER (FIELD VERIFY MOUNTING LOCATION)

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SURFACE MOUNT OUTLET BOX W/ MANUAL PULL STATION TO EXISTING WALL (SYMBOL )

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3/4" EMT CONDUIT (FACTORY RED) AND WIRING RUN EXPOSED ON EXISTING WALL TO ADDITIONAL DEVICES (SEE PLANS)

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48" A.F.F. MAXIMUM HEIGHT OF LEVER

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EXISTING FINISHED CEILING

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A L E R T

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4" SQUARE JUNCTION BOX W/ COVER (FIELD VERIFY MOUNTING LOCATION)

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3/4" EMT CONDUIT(FACTORY RED) AND WIRING RUN EXPOSED ON EXISTING WALL TO ADDITIONAL DEVICES (SEE PLANS)

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3/4" EMT CONDUIT AND WIRING RUN EXPOSED ON EXISTING WALL

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80" A.F.F.

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SURFACE MOUNT OUTLET BOX W/ MASS NOTIFICATION COMBINATION SPEAKER/STROBE STROBE (SYMBOL)

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THIS DETAIL APPLIES ONLY TO DEVICES THAT ARE NOT MOUNTED IN THE HANGAR.

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THIS DETAIL APPLIES ONLY TO DEVICES THAT ARE NOT MOUNTED IN THE HANGAR.

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NEMA 4 OUTLET BOX W/ MASS NOTIFICATION SIGNALING DEVICE OR FIRE ALARM PULL STATION.

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4" SQUARE NEMA 4 JUNCTION BOX W/ COVER (FIELD VERIFY MOUNTING LOCATION)

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3/4" EMT CONDUIT (FACTORY RED) AND WIRING RUN EXPOSED ON EXISTING WALL TO ADDITIONAL DEVICES (SEE PLANS)

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3/4" CONDUIT "TEE" FITTING WITH CONDUIT DRAIN FITTING.

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ALL CONDUITS SHALL ENTER THE BOTTOM OF DEVICES IN THE HANGAR.

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THIS DETAIL APPLIES ONLY TO DEVICES THAT ARE MOUNTED IN THE HANGAR.

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HANGAR INSTALLATION REQUIREMENT HANGAR INSTALLATION REQUIREMENT FIRE ALARM DEVICES IN HANGAR REQUIRE CONDUIT TO ENTER THE BOTTOM OF THE BACK BOX, AND THE LOW POINT OF THE CONDUIT IS IN A HAZARDOUSLY CLASSIFIED AREA, ADDITIONALLY PROVIDE BREATHERS IN ISOLATED PORTIONS OF THE CONDUIT (E.G. SEALED OFF FROM THE REMAINING CONDUIT SYSTEM). DRAINS AND BREATHERS SHALL BE RATED FOR THE HAZARDOUS CLASSIFICATION IN WHICH THEY ARE INSTALLED, BUT SHALL NOT BE LESS THAN NEMA 4.

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SEALING FITTING

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SEALING OPENING

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PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS

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CONDUIT INSTALLATION NOTE CONDUIT INSTALLATION NOTE COORDINATE CONDUIT ROUTING WITH EXISTING BUILDING COMPONENTS SCHEDULED TO REMAIN. UNLESS APPROVED OTHERWISE BY THE GOVERNMENT, ALL NEW CONDUITS SHALL BE HELD TIGHT TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE OF THE ROOM IN WHICH THEY ARE LOCATED.

60" MAX.

TO TOP

ELEVATION

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10"

ELEVATION

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72"

1"

MOUNTING HEIGHT

PER NFPA 72 24.5.14

NEC HAZARDOUS CLASSIFICATIONS

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

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4" SQ. J-BOX

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SPD

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LOW LOSS COAX CABLE IN 1" RGS CONDUIT TO ANTENNA

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120 V. CIRCUITRY (2 # 12, 1 # 12 GND., 1/2" EMT) FROM 20/1 CIRCUIT BREAKER IN EXISTING PANEL

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FIRE ALARM SYSTEM CONDUIT AND WIRING AS REQUIRED

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SURFACE MOUNT MASS NOTIFICATION SYSTEM LOC UNIT TO EXISTING WALL

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EXISTING FINISHED FLOOR

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EXISTING FINISHED CEILING (ACOUSTICAL CEILING TILE)

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NEW TRANSCEIVER "TR" (MONACO BTX)

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4" SQUARE JUNCTION BOX

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3/4" EXPOSED CONDUIT AND WIRING AS REQUIRED FOR SYSTEM

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MASS NOTIFICATION SYSTEM LOC UNIT

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MASS NOTIFICATION LOCAL OPERATORS CONSOLE (EMERGENCY AHU SHUTDOWN PUSHBUTTON INSIDE)

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ALL NEW LOCAL OPERATORS CONSOLES (LOC'S) SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE MELAMINE PLASTIC, 0.125" THICK, WHITE WITH BLACK CENTER CORE. SURFACE SHALL BE MATTE FINISHED. CORNERS SHALL BE SQUARE. ACCURATELY ALIGN LETTERING AND ENGRAVE INTO THE CORE. MINIMUM SIZE OF NAMEPLATES SHALL BE 1" X 10". LETTERING SHALL BE A MINIMUM OF .25" HIGH, NORMAL BLOCK STYLE. FASTEN NAMEPLATES WITH A MINIMUM OF TWO SHEET-METAL SCREWS OR TWO RIVETS, PER NAMEPLATE

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NEW FIRE ALARM/MASS NOTIFICATION CONTROL PANEL "FACU"

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EXISTING FINISHED FLOOR

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3/4" EMT WITH WIRING AS REQUIRED

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CONDUIT AND WIRING TO DEVICES AS REQUIRED

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2 # 12, 1 # 12 GND., 1/2" EMT

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CONDUIT AND WIRING TO TEXT SIGNS AS REQUIRED

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HANGAR FUNCTIONAL MATRIX

MATRIX IS A GUIDELINE FOR SYSTEM OPERATION. COORDINATE WITH

GOVERNMENT FIRE DEPARTMENT/AHJ WHEN DEVELOPING SHOP

DRAWINGS. ADJUST MATRIX TO COMPLY WITH FIRE DEPARTMENT

REQUIREMENTS.

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334. 263. 5162

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BRKR162323/SSL17070

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FIRE ALARM / MASS NOTIFICATION SYSTEM FUNCTIONAL MATRIX

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SPRINKLER SYSTEM WATERFLOW SWITCHES

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ANNUNCIATION AT LOCAL PANEL

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AUDIO VISUAL ALARM INDICATION

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AUDIO-VISUAL TROUBLE INDICATION

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AUDIO-VISUAL SUPERVISORY INDICATION

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FIRE ALARM SIGNAL TO RECEIVING STATION

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COMMON FIRE ALARM TROUBLE SIGNAL TO RECEIVING STATION

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COMMON FIRE ALARM SUPERVISORY SIGNAL TO RECEIVING STATION

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COMMON FOAM SUPERVISORY SIGNAL TO RECEIVING STATION

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NOTIFICATION

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AUXILIARY FUNCTIONS

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MANUAL PULL STATION

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SMOKE DETECTOR

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DUCT SMOKE DETECTOR

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CARBON MONOXIDE DETECTOR

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ALARM CONDITIONS

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FOAM SYSTEM DISABLED SUPERVISORY SIGNAL TO RECEIVING STATION

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LOW TEMPERATURE SUPERVISORY SIGNAL TO RECEIVING STATION AND EMCS

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INITIATE FIRE ALARM VISUAL NOTIFICATION

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INITIATE GENERAL FIRE ALARM AUDIBLE NOTIFICATION

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DISABLE GENERAL FIRE ALARM VOICE MESSAGE (IF ENABLED)

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INITIATE FOAM RELEASE VOICE MESSAGE

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SHUT DOWN SUPPLY, RECIRCULATING, EXHAUST & HIGH VOLUME SLOW ROTATING FANS IN HANGAR BAY

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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SHUT DOWN ASSOCIATED HVAC UNIT

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X

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RECORD EVENT IN FACP HISTORY BUFFER

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PLAY MNS MESSAGE ASSOCIATED WITH BUTTON

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OVERRIDE FA MESSAGE

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X

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X

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X

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X

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X

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X

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X

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X

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X

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GENERAL ALARM FROM FOAM SYSTEM CONTROL PANEL

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X

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X

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X

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X

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FOAM/WATER RELEASE FROM FOAM SYSTEM CONTROL PANEL

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X

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X

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X

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X

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X

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X

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SUPERVISORY CONDITIONS

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TROUBLE CONDITIONS

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SPRINKLER CONTROL VALVE

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X

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X

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X

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COMMON FA SUPERVISORY FROM FOAM SYSTEM

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X

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X

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COMMON FOAM/WATER SUPERVISORY FROM FOAM SYSTEM

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OPTICAL FLAME DETECTION INHIBITED SUPERVISORY FROM FOAM SYSTEM

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X

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X

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FOAM SYSTEM CONTROLLER TROUBLE

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REMOTE POWER SUPPLY TROUBLE

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X

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X

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X

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X

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X

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X

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FACU TROUBLE

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X

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X

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FACU AC POWER FAILURE

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FACU SYSTEM LOW BATTERY

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FACU OPEN CIRCUIT

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FACU GROUND FAULT

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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MAIN FIRE PUMP CONTROLLER PUMP LOSS OF POWER

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MAIN FIRE PUMP CONTROLLER PUMP PHASE REVERSAL

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TEMPERATURE SENSORS IN HANGAR

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X

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X

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X

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X

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X

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X

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LOW TEMPERATURE SENSOR IN FIRE PROTECTION ROOM

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FOAM/WATER & CONCENTRATE CONTROL VALVE SUPERVISORY

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MNS LOC MICROPHONE ACTIVE - PRIORITY 3

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MNS DIGITAL MESSAGE 1-3 ACTIVE - PRIORITY 4-6

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MNS DIGITAL MESSAGE 5-8 ACTIVE - PRIORITY 7-10

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MNS ACU PTT MICROPHONE ACTIVE - PRIORITY 1

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MNS LIVE VOICE MESSAGE ACTIVE - PRIORITY 2

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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CARBON MONOXIDE SIGNAL TO RECEIVING STATION

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COMMON SUPERVISORY

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X

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X

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PA INPUT

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X

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X

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X

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X

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X

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X

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SMOKE DETECTOR SIGNAL TO RECEIVING STATION

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X

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X

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X

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X

RISER DIAGRAMHANGAR 138 FIRE ALARM/MASS NOTIFICATION

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334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

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ANTENNA

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AUDIO

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POWER

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BOOSTER

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NAC

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POWER

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SUPPLY

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~

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TO ADDITIONAL DEVICES

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(TYPICAL)

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S

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~

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NOT TO SCALE

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F

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~

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FS

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TS

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S

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F

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S

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F

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MONACO

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TRANSCEIVER

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BTX

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D

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S

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FIRE ALARM/ MASS NOTIFICATION CONTROL PANEL (FACU)

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TS

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~

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H

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H

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LOC

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H

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C

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H

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WP

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H

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H

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H

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H

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TO ADDITIONAL TEXT SIGNS

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ADDRESSABLE (RSFACU) RELEASING SERVICE FIRE ALARM CONTROL UNIT

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WIRING AND CONDUIT QUANTITIES/SIZES BY CONTRACTOR FPE SHOP DRAWINGS (TYPICAL)

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REFER TO 'FP' SHEETS FOR ADDITIONAL INFORMATION

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ANNUNCIATOR

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FIRE ALARM/MASS NOTIFICATION SYSTEM GENERAL NOTES:

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FIRE ALARM SYSTEM CONDUCTORS SHALL BE AS RECOMMENDED BY THE FIRE ALARM CONTRACTOR QFPE SHOP DRAWING CALCULATIONS BUT SHALL BE NOT LESS THAN REQUIREMENTS SET IN UFC 3-600-01. INSTALL WIRING IN 3/4" CONDUIT MINIMUM. ALL ZONES SHALL BE CONFIRMED AND COORDINATED WITH THE GOVERNMENT PRIOR TO PROGRAMMING. THE CONTRACTOR SHALL PROVIDE A QUALIFIED FIRE PROTECTION ENGINEER (QFPE) AS DEFINED BY UFC 3-600-01. THE QFPE SHALL WORK FOR THE CONTRACTOR AND BE RESPONSIBLE FOR PRODUCING, REVIEWING, AND STAMPING ALL SHOP DRAWINGS AND MATERIAL SUBMITTALS FOR THE FIRE ALARM/MNS SYSTEMS. THE QFPE SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION TO ENSURE SYSTEMS COMPLIANCE. PRIOR TO FINAL INSPECTION, THE QFPE SHALL PERFORM A PRE-FINAL INSPECTION AND PROVIDE A REPORT FOR AHJ REVIEW. THE QFPE MUST ALSO BE INVOLVED IN THE FINAL INSPECTION THE QFPE MUST ALSO BE INVOLVED IN THE FINAL INSPECTION WITH THE GOVERNMENT AHJ. THE QFPE MUST MONITOR THE INSTALLATION OF THE FIRE ALARM/MNS SYSTEM AND THE QFPE MUST MONITOR THE INSTALLATION OF THE FIRE ALARM/MNS SYSTEM AND CERTIFY IN WRITING TO THE GOVERNMENT AHJ THAT THE SYSTEMS HAVE BEEN CONSTRUCTED AND OPERATE AS INTENDED TO COMPLY WITH UFC 3-600-01, UFC 4-021-01, AND UFC 4-211-01. FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM IS DIAGRAMMATIC ONLY. SYMBOLS ARE TO REPRESENT TYPE OF DEVICES AND NOT QUANTITIES REQUIRED. CONTRACTOR QFPE SHALL PROVIDE CALCULATIONS WITH SHOP DRAWINGS AND SHALL PROVIDE ALL POWER SUPPLIES, AMPLIFIERS AND NAC LOOPS AS REQUIRED TO COMPLY WITH SPECIFICATIONS, UFC, NFPA AND MANUFACTURER REQUIREMENTS FOR EXACT EQUIPMENT TO BE INSTALLED. DEVICE LOCATIONS AND QUANTITIES SHALL BE ADJUSTED AS REQUIRED TO PROVIDE A COMPLETE FUNCTIONAL GOVERNMENT APPROVED SYSTEM THAT COMPLIES WITH UFC 3-600-01, UFC 4-021-01, AND UFC 4-211-01. CONTRACTOR TO PROVIDE QFPE SIGNED/SEALED SHOP DRAWINGS FOR GOVERNMENT AHJ APPROVAL PRIOR TO ORDERING MATERIALS OR PERFORMING WORK. THE QFPE STAMPED SHOP DRAWINGS, ONCE APPROVED, SHALL BE THE QFPE STAMPED SHOP DRAWINGS, ONCE APPROVED, SHALL BE UTILIZED FOR THE INSTALLATION OF THE FIRE ALARM/MASS NOTIFICATION SYSTEM. THE GOVERNMENT APPROVED SHOP DRAWINGS WILL SUPERSEDE THE 'FA' DESIGN NEW WORK PLAN, MATRIX, AND RISER.

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M107

CLASSROOM

M108

CORRIDOR

M109

READY ROOM

M118

MEN

M119

CHIEF

M114

CHIEF

M112

CLOS.

M111

CLOS.

M113

CLOS.

M115

WOMEN

M121

TOOL ROOM

M124

M101

MECHANICAL

M106

ELECTRICAL

M105

COMM

M104

STORAGE

M103

CLOSET

M123

VESTIBULE

M120

COMM

M117

OIC OFFICE

M110

JANITOR

M116

M125

FS EQUIP

ROOM

MAINTENANCE

HANGAR

CONTROL

ROOM

MECHANICAL

MEZZANINE

M202

MECHANICAL

MEZZANINE

M201

FIRE ALARM/MASS NOTIFICATION DEMOLITION PLAN

FA-100

FIR

E A

LA

RM

DE

MO

LIT

ION

PL

AN

BU

ILD

ING

138

Sheet Number

Sheet Title

Project Title

Se

ay, S

ea

y &

L

itch

fie

ld

A

rch

ite

cts


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L

20 JANUARY 2020

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%%UFIRE ALARM DEMOLITION LEGEND

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EXISTING FIRE ALARM PULL STATION TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. EXISTING FIRE ALARM/MASS NOTIFICATION STROBE TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. EXISTING FIRE ALARM HEAT DETECTOR TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. EXISTING SPRINKLER TAMPER SWITCH TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. EXISTING SPRINKLER FLOW SWITCH TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. EXISTING FIRE ALARM HORN TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. MASS NOTIFICATION SPEAKER TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS.

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DEMOLITION NOTES: THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN OPERATIONAL UNTIL THE NEW SYSTEM IS TESTED AND APPROVED PER SPECIFICATION 28 31 76 SECTION 3.3. CONTRACTOR SHALL REMOVE ALL EQUIPMENT, DEVICES, CONDUIT AND WIRING, ETC., ASSOCIATED WITH THE EXISTING FIRE ALARM SYSTEM IN HANGAR 138. REMOVE ALL EXISTING CONDUIT TO THE MAXIMUM EXTENT POSSIBLE. HOWEVER, ANY ABANDONED RECESSED JUNCTION OR DEVICE BOXES THAT CAN NOT BE REMOVED SHALL BE PROVIDED WITH BLANK COVER PLATE.

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SCALE: 3/32" = 1'-0"

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NEW WORK FIRE ALARM/MASS NOTIFICATION PLAN

M107

CLASSROOM

M108

CORRIDOR

M109

READY ROOM

M118

MEN

M119

CHIEF

M114

CHIEF

M112

CLOS.

M111

CLOS.

M113

CLOS.

M115

WOMEN

M121

TOOL ROOM

M124

M101

MECHANICAL

M106

ELECTRICAL

M105

COMM

M104

STORAGE

M103

CLOSET

M123

VESTIBULE

M120

COMM

M117

OIC OFFICE

M110

JANITOR

M116

M125

FS EQUIP

ROOM

MAINTENANCE

HANGAR

CONTROL

ROOM

MECHANICAL

MEZZANINE

M202

MECHANICAL

MEZZANINE

M201

FIRE ALARM MASS NOTIFICATION SYSTEM NOTES:

FA-200

NE

W W

OR

K F

IRE

AL

AR

MM

ASS N

OT

IFIC

AT

ION

BU

ILD

ING

138

Sheet Number

Sheet Title

Project Title

Se

ay, S

ea

y &

L

itch

fie

ld

A

rch

ite

cts


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L

20 JANUARY 2020

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1. INSTALL DUCT SMOKE DETECTORS ON ALL HVAC UNITS 2000 CFM AND LARGER. 2. INSTALL AHU SHUT DOWN RELAYS ON ALL HVAC UNITS. 3. INSTALL MONITOR MODULES ON ALL SPRINKLER SYSTEM FLOW SWITCHES AND TAMPER SWITCHES. 4. INSTALL MONITOR MODULES ON NEW FOAM SYSTEM CONTROL PANEL. 5. INSTALL MONITOR MODULES ON NEW FOAM CONCENTRATE TANK. 6. FIRE ALARM PULL STATIONS IN THE HANGAR MUST BE A MINIMUM OF 5' AWAY FROM FOAM START/STOP STATIONS. DEVICES MAY BE ON OPPOSITE SIDES OF DOORWAYS.

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KEYNOTES:

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FACU, TEXT SIGN CONTROLLER, AND MONACO TRANSCEIVER; COORDINATE COORDINATE EXACT FINAL LOCATION IN THIS ROOM WITH USERS AT TIME OF CONSTRUCTION. PROVIDE AND INSTALL QUANTITY OF FLOW AND TAMPER SWITCHES AS REQUIRED PER FIRE SPRINKLER CONTRACTORS SHOP DRAWINGS. DEVICES ARE CONNECTED TO MOVING DOOR AND SHALL BE WIRED TO ALLOW DOOR OPERABILITY.

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FACU

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NEW WORK FIRE ALARM PLAN

RISER DIAGRAMPUMPHOUSE FIRE ALARM

FA-201

NE

W W

OR

K F

IRE

AL

AR

MB

UIL

DIN

G 1

37

Sheet Number

Sheet Title

Project Title

Se

ay, S

ea

y &

L

itch

fie

ld

A

rch

ite

cts


www.sslarch.com

Job Number

Date

Drawn By

Checked By

Revised




334. 263. 5162

www.sslarch.com

BRKR162323/SSL17070

D. BAGWELL

F. BRADLEY

RE

PA

IR F

IRE

SU

PP

RE

SSIO

N,

HA

NG

AR

, B

UIL

DIN

G 1

38

117 A

RW

BIR

MIN

GH

AM

, A

L

20 JANUARY 2020

FIRE ALARM SYSTEM

FUNCTIONAL MATRIX

SPRINKLER SYSTEM WATERFLOW SWITCHES

ANNUNCIATION

AT LOCAL PANEL

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NOTIFICATION AUXILIARY

FUNCTIONS

MANUAL PULL STATION

SMOKE DETECTOR

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MAIN FIRE PUMP CONTROLLER PUMP RUNNING

RESERVE FIRE PUMP CONTROLLER PUMP RUNNING

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SPRINKLER CONTROL VALVE X X X

REMOTE POWER SUPPLY TROUBLE

RESERVE FIRE PUMP CONTROLLER TROUBLE

MAIN FIRE PUMP CONTROLLER TROUBLE

X

X

X

X

X

X

X

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X

X

X

X

RESERVE FIRE PUMP CONTROLLER PUMP LOSS OF POWER

RESERVE FIRE PUMP CONTROLLER PUMP PHASE REVERSAL

MAIN FIRE PUMP CONTROLLER PUMP LOSS OF POWER

MAIN FIRE PUMP CONTROLLER PUMP PHASE REVERSAL

X

X

X

X

X

X

X

X

MATRIX IS A GUIDELINE FOR SYSTEM OPERATION. COORDINATE WITH

GOVERNMENT FIRE DEPARTMENT/AHJ WHEN DEVELOPING SHOP

DRAWINGS. ADJUST MATRIX TO COMPLY WITH FIRE DEPARTMENT

REQUIREMENTS.

PUMPHOUSE FIRE ALARM SYSTEM MATRIX

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FIRE ALARM CONTROL PANEL

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PROVIDE AND INSTALL QUANTITY OF FLOW AND TAMPER SWITCHES AS REQUIRED PER FIRE SPRINKLER CONTRACTORS SHOP DRAWINGS.

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TRANSCEIVER

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ANTENNA

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NAC

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POWER

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SUPPLY

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TO ADDITIONAL DEVICES

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(TYPICAL)

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NOT TO SCALE

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MONACO

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FIRE ALARM CONTROL UNIT (FACU)

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WIRING AND CONDUIT QUANTITIES/SIZES BY CONTRACTOR FPE SHOP DRAWINGS (TYPICAL)

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FIRE ALARM SYSTEM GENERAL NOTES:

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FIRE ALARM SYSTEM CONDUCTORS SHALL BE AS RECOMMENDED BY THE FIRE ALARM CONTRACTOR QFPE SHOP DRAWING CALCULATIONS BUT SHALL BE NOT LESS THAN REQUIREMENTS SET IN UFC 3-600-01. INSTALL WIRING IN 3/4" CONDUIT MINIMUM. ALL ZONES SHALL BE CONFIRMED AND COORDINATED WITH THE GOVERNMENT PRIOR TO PROGRAMMING. THE CONTRACTOR SHALL PROVIDE A QUALIFIED FIRE PROTECTION ENGINEER (QFPE) AS DEFINED BY UFC 3-600-01. THE QFPE SHALL WORK FOR THE CONTRACTOR AND BE RESPONSIBLE FOR PRODUCING, REVIEWING, AND STAMPING ALL SHOP DRAWINGS AND MATERIAL SUBMITTALS FOR THE FIRE ALARM SYSTEMS. THE QFPE SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION TO ENSURE SYSTEMS COMPLIANCE. PRIOR TO FINAL INSPECTION, THE QFPE SHALL PERFORM A PRE-FINAL INSPECTION AND PROVIDE A REPORT FOR AHJ REVIEW. THE QFPE MUST ALSO BE INVOLVED IN THE FINAL INSPECTION THE QFPE MUST ALSO BE INVOLVED IN THE FINAL INSPECTION WITH THE GOVERNMENT AHJ. THE QFPE MUST MONITOR THE INSTALLATION OF THE FIRE ALARM SYSTEM AND CERTIFY IN THE QFPE MUST MONITOR THE INSTALLATION OF THE FIRE ALARM SYSTEM AND CERTIFY IN WRITING TO THE GOVERNMENT AHJ THAT THE SYSTEMS HAVE BEEN CONSTRUCTED AND OPERATE AS INTENDED TO COMPLY WITH UFC 3-600-01 AND UFC 4-211-01. FIRE ALARM RISER DIAGRAM IS DIAGRAMMATIC ONLY. SYMBOLS ARE TO REPRESENT TYPE OF DEVICES AND NOT QUANTITIES REQUIRED. CONTRACTOR QFPE SHALL PROVIDE CALCULATIONS WITH SHOP DRAWINGS AND SHALL PROVIDE ALL POWER SUPPLIES, AMPLIFIERS AND NAC LOOPS AS REQUIRED TO COMPLY WITH SPECIFICATIONS, UFC, NFPA AND MANUFACTURER REQUIREMENTS FOR EXACT EQUIPMENT TO BE INSTALLED. DEVICE LOCATIONS AND QUANTITIES SHALL BE ADJUSTED AS REQUIRED TO PROVIDE A COMPLETE FUNCTIONAL GOVERNMENT APPROVED SYSTEM THAT COMPLIES WITH UFC 3-600-01 AND UFC 4-211-01. CONTRACTOR TO PROVIDE QFPE SIGNED/SEALED SHOP DRAWINGS FOR GOVERNMENT AHJ APPROVAL PRIOR TO ORDERING MATERIALS OR PERFORMING WORK. THE QFPE STAMPED SHOP DRAWINGS, ONCE APPROVED, SHALL BE THE QFPE STAMPED SHOP DRAWINGS, ONCE APPROVED, SHALL BE UTILIZED FOR THE INSTALLATION OF THE FIRE ALARM SYSTEM. THE GOVERNMENT APPROVED SHOP DRAWINGS WILL SUPERSEDE THE 'FA' DESIGN NEW WORK PLAN, MATRIX, AND RISER.

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