Atch_6_Facility_Drawing.pdf

1120 B

1120 A

FUTURE WAREHOUSES

1011 101010131014

PROJECT LOCATION MAP

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N O

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M A

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G-001

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IT

L E

S H

T S .T

B L

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V

200 4000 100

FEET

G-001.dgn

PROJECT SITE

PROJECT NO: NVZR 12-0127

12-0127

Sheet 1 of 54

SEE SHEET G-004 FOR DRAWING INDEX CONTINUATION

Sheet Description

Drawing Index

Sheet No.

G-001

G-002 HAUL ROUTE AND ABBREVIATIONS

G-003 GENERAL NOTES AND SYMBOLS LEGEND

COVER SHEET AND DRAWING INDEX1

G-004 INDEX OF DRAWINGS CONTINUED4

C-001

C-002

C-101 DEMOLITION SITE PLAN

C-102 SITE PLAN

9C-103

C-301

C-401

C-501

UTILITY PLAN

CIVIL SECTIONS

CIVIL DETAILS AND SECTIONS

FOUNDATION PLAN

A C

M

S-101

S-001

ENLARGED PAVING, GRADING AND DRAINAGE PLAN

CIVIL SPECIFICATIONS

CIVIL SPECIFICATIONS

CONSTRUCT SOCOM WAREHOUSE

MACDILL AFB, FL 33621

5201 NORTH BOUNDARY BLVD.

FOR CONSTRUCTION

FINAL - APPROVED

M A

R

8 MAR 13

DETAILS AND NOTES

DN

MA

MOCYTILI

BOMRI

A

N

N O

R T

H

M A

G

NVZR:

BLDG 30

Antiterrorism Force Protection

MACDILL AIR FORCE BASE, FLORIDA

6th CIVIL ENGINEER SQUADRON

Sheet No.

Base Civil Engineer

Chief of Construction Management

Chief of Engineering

Facility I.D.

CADD Drawing Name:

Chief of Operations & Maintenance

Communications Squadron

Bioenvironmental

Security Forces

Environmental Engineering

Fire Department

Using Agency

Ground Safety

D A

L E

B R

Y

TAMPA

BAY

101 432 5

TAMPA

CLEARWATER

TO

ST. PETERSBURG

TO

M A

N H

A T

T A

N

GANDY

BRID

GE

VICINITY MAP

KENNEDY

60 AIRPORT

INTERNATL.

TAMPA

H E N

D E R S O N

H

IL

L S B O R O U

G H

B A Y

HAUL

M A

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L

B A Y S H

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MACDILL AFB

MILES

ROUTE

TAMPA

PORT

BASE CIVIL ENGINEERS

AND CONTRACTING

HOWARD

FRANKLAND

BRID

GE

O

D R

A W

IN

G S

P r o j e c t N u m b e r

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GOLF COURSE AVE

O

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M A R I N A

B A Y

D R

M A

R I

N

B

Y

D

B A

Y S

H O R E

B L

V D

T A

M P A

P O I

T

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H A N G A R

L O O P

D R I V E

P I N K

F L A

M I N G O

A V E

B R O

W N

P E L I C A N

A V E

E A G L E

S T A F F

C T

E A G L E

S T A F F

C T

FLORIDA KEYS AVE

H E R O N

P L

H E R O N

P L

C O N D O R

S T

HILLSBOROUGH LOOP DR

S N

O W

Y

E

G R E T

S T

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H I

B I S

C U S

P L

H I L L S B O R O U G H

L O O P

D R

C Y P

R E S S

S T

A N

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M A R I N A

B A Y

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N I G H T H A

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M A R I N A

B A Y

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C E N T C O

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A V E

C O N D O R

S T

RACCOON

C R E E K

CONSTRUCTION PROHIBITED

WITHIN THIS AREA

A P R O N

A C C E S S

R D

A P R O N

A C C E S S

R D

TRANSMITTER RD.

FLORIDA KEYS AVE

H I L L S B O R O U G H

L O O P

D R

S E

M I

N O L E

I

N D I

A N

P L

NORTH BOUNDARY BLVD

H A N G A R

L O O P

D R I V E

C Y P

R E S S

S T

A N

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S T

M A

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SEA SWALLOW AVE

MACDILL GATE

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BAYSHORE GATE

S O U T H

B O U N D A R Y

B L V D

ZEMKE AVE

T A

M P

A

P

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V D

ADMINISTRATION AVE

OPERATIONS CT

MACHINE SHOP CT

ZEMKE AVE

GREAT EGRET AVE

ROYAL TERN AVE

B L

A C

K B I

R D

S T

K I

N G F I S

H E

R

S T

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

N O R T H

A P R O N

SKEET RANGE

OLD DUMP

1126 1125

PAD, POWER CHECK WITH

NOISE SUPPRESORS (2 EA)

SOUTHSHORE AVE

GOLF COURSE AVE

N O

R

G O L F

C

O U

R S E

S T

SMALL ARMS

RANGE

IRRIGATION FIELD No. 2

IRRIGATION FIELD No. 4

811 810 809

812 813 814

819820

830831832838840

833837849

704A 947 1242

89 848

S O U T H

A P R O N

SAND

FILTER

10721080

1195 1153

26 25

14 7

502 504 503

704C

704B

595 23

501B

WASHRACK

POOL

P/A

P/A

MANGROVE SWAMP

P/A

E N L I S T

W

Y

CHEVRON PARK DR.

P/A

501C

T A X I

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A X I

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W A Y

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TAXIWAY C

TAXIWAY B

T A X I

W A Y

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TAXIWAY A

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TAXIWAY K TAXIWAY K TAXIWAY K TAXIWAY K

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W A Y

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FIELD

SOCCER

HANGAR LOOP DR

P/A

8460 8470

2014 2015

POND

EFFLUENT STORAGE

WET WEATHER

NO LONGER USED

OLD IRRIGATION FIELD

W E S

U N

D A

R Y

S T

P/A

DOCK

LOADING

NORTH

CHEVRON PARK

SOUTH

CHEVRON PARK

TRAINING AREA)

(MILITARY ONLY

THUNDER VILLAGE

HILLSBOROUGH BAY

T U S K E G E E

C T

SCALE

2401/03

2402/04

2405/07

2409/11

2413/15

2417/19

2406/08

TOWER

CONTROL

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CLOSED

CLOSED

CLOSED

C L

O S E

D

T A X I

W A Y

C L O S E D

T A X I

W A Y

C L O S E D

CLOSED

CLOSED

AND HOLDING

PAD, WARM-UP

506A

895896

GATE

TAMPA

PORT

MAIN GATE

SOCCER

497501A

TAXIWAY E

3105 E

CENTCOM AVE

RADAR RD

P/A

P/A

P/A

881A

P/A

WAYSOCOM

MEMORI

AL

T A X I

W A Y

E

T A X I

W A Y

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P/A

P/A

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1120 B

1120 A 506E

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FUTURE

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501D

501E

SUPPORT FACILITY

FUTURE MISSION

NORTH ASPEN DR

B L

A C

K B I R

D

S T

306A

GARAGE

PARKING

FUTURE

STAND

FILL

TRUCK

SOUTHSHORE AVE

Z E

M K

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GREAT E

GRET AVE

FUTURE WAREHOUSES

TAXI-LANE H

1011 1010

P/A

T A X I L A N E

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10131014

P O S T

C A B L E

T U R N S T O N E

A V

ET

A M P A

P O I

V D

VQ SITE

FUTURE

O

F

O R I D A

K E Y S

A V E

ZONE 7

JSOU

FUTURE

FACILITY

SCREENING

POSTAL

FUTURE

P/A

P/A

P/A

SAINT PETERSBURG

L O O P

ABBREVIATIONS

A B

B R

E V I

A T I

O N

S

H A

U

U

D

G-002

HAUL ROUTE

T

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L E

S H

T S .T

B L

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H

M A

G

INTERBAY

AVE.

T A

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Y

M A

N H

A T T

E

IN NON-COMMERCIAL VEHICLES

INBOUND HAUL ROUTE FOR CONTRACTOR LABOR

COMMERCIAL VEHICLES

INBOUND HAUL ROUTE FOR

OUTBOUND VEHICLES

ROUTE FOR ALL

A C

L

S Q

U I

T A

WOOD WD

VINYL COMPOSITION TILE VCT

UNLESS NOTED OTHERWISE UNO

TYPICAL TYP

TEMPORARY BENCH MARK TBM

STAINLESS STEEL SS

SQUARE FEET SF

SQUARE SQ

SPECIFICATION SPEC

SOLID CORE WOOD SCW

SIDEWALK S/W

SECTION SECT

ROOF DRAIN RD

REINFORCING REINF

REINFORCED CONCRETE PIPE RCP

PRESSURE TREATED P.T.

POUNDS LBS

POLYVINYL CHLORIDE PVC

OUTSIDE DIAMETER O.D.

ON CENTER O.C.

NOT TO SCALE NTS

NOT IN CONTRACT NIC

NOT APPLICABLE N/A

MINIMUM MIN

MECHANICAL MECH

MEAN SEA LEVEL MSL

MAXIMUM MAX

MANUFACTURER MANUF

LINEAR FEET LF

LIMEROCK L/R

LIGHTWEIGHT LT WT

KILOVOLT - AMPERES KVA

JOINT JT

INVERT INV

INSIDE DIAMETER ID

INCH IN

IN ACCORDANCE WITH IAW

HORIZONTAL HORIZ

HOLLOW METAL HM

HIGH INTENSITY DISCHARGE HID

GYPSUM BOARD GYP BD

GROUND FAULT INTERRUPTER GFI

GROUND GND

GALVANIZED GALV

FOOT FT

FLORIDA DEPT. OF TRANSPORTATION FDOT

FLOOR DRAIN F.D.

FIRE EXTINGUISHER F.E.

FIRE ALARM TRANSCEIVER PNL FATP

FIRE ALARM CONTROL PANEL FACP

FIELD VERIFY F.V.

FEET FT

EXTERIOR EXT

EXPANSION JOINT E.J.

ELLIPTICAL REINFORCED CONCRETE PIPE ERCP

ELEVATION EL OR ELEV.

ELECTRIC WATER COOLER E.W.C.

DUCTILE IRON PIPE DIP

DIMENSION DIM

DIAMETER DIA

DIAGONAL DIAG

DETAIL DET

COPPER CU

CONTINUOUS CONT

CONSTRUCT/CONTROL JOINT CJ

CONCRETE MONUMENT CM

CONCRETE MASONRY UNIT CMU

CONCRETE CONC

COLUMN COL

CIRCUIT CKT

CENTER LINE CL

BOTTOM BOT OR BT.

ASPHALT ASPH

ALUMINUM ALUM

ABOVE FINISH FLOOR A.F.F.

J

U L

SITE

PROJECT

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Sheet No.

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D R

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D a t e

D e s c r i p t i o n

D a t e

D r a w i n g a m e

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MW

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G-003

X X

ELEVATION SYMBOL

SECTION SYMBOL

SECTION LETTER

DETAIL NUMBER

DETAIL SYMBOL

CUTTING PLANE (TYP.)

INDICATES DIRECTION OF

ELEVATION LETTER

ROOM NUMBER/NAME

OFFICE

TITLE

X X

X X

DETAIL TITLE

SECTION/

ELEVATION/

SYMBOLS LEGEND

SHEET NUMBER WHERE SHOWN

SHEET NUMBER WHERE SHOWN

PLAN NUMBER

X-XXX X-401

1ENLARGED PLAN

ENLARGED PLAN SYMBOL

SHEET NUMBER REFERENCED FROM

SHEET NUMBER REFERENCED FROM

SHEET NUMBER REFERENCED FROM

SHEET NUMBER REFERENCED FROM

MDXX-XXXX

MDXX-XXXXABANDONED MONITORING WELL

ACTIVE MONITORING WELL

GENERAL NOTES

GENERAL NOTES (CONT.)

MUST BE PERFORMED PRIOR TO CONSTRUCTION START.

THESE PLANS ARE NOT ASSEMBLY DRAWINGS. FIELD VERIFICATION OF ALL EXISTING UTILITIES AND FEATURES

THE INFORMATION CONTAINED IN THESE PLANS IS SCHEMATIC AND BASED ON AVAILABLE AS-BUILT INFORMATION.

DESIGN:

16. THE MACDILL DESIGN GUIDE SHALL BE CONSIDERED TO BE A PART OF THESE NOTES AS IF INCLUDED HEREIN.

15. ALL FINISHED WORK MUST BE PROPERLY PROTECTED FROM DAMAGE.

COMPREHENSIVENESS OF THEIR BID.

OCCUR IN EVERY PROJECT, BUT ARE INTENDED TO GIVE THE CONTRACTOR INFORMATION REGARDING THE EXPECTED

THIS WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT, IN WRITING. ALL ITEMS LISTED MAY NOT

FORMED REGARDING ALL THE MANY NECESSARY ITEMS REQUIRED TO PERFORM THE WORK. ANY QUESTIONS REGARDING

14. THE CONTRACTOR AND ITS SUBCONTRACTORS ARE EXPECTED TO BE KNOWLEDGEABLE IN THEIR TRADES AND WELL IN-

INTEGRITY OF THE MATERIAL AND / OR SYSTEM.

WHICH THEY ARE ADJACENT OR JUXTAPOSED TO, WITH APPROPRIATE TRANSITIONS TO MAINTAIN CONTINUITY AND

13. UNLESS NOTED OTHERWISE, NEW MATERIALS, SUBSTRATES, FINISHES ARE EXPECTED TO MATCH THE EXISTING TO

TION MUST ALSO BE CLEARLY STATED AS WELL AS ANY COST DIFFERENTIAL.

TIONS, ALONG WITH ITS BID, IN ORDER FOR THE SUBSTITUTION TO BE CONSIDERED. REASON FOR THE SUBSTITU-

12. THE CONTRACTOR MUST PROVIDE COMPLETE SPECIFICATIONS AND ENGINEERING DATA FOR ANY PROPOSED SUBSTITU-

11. UNACCEPTABLE WORK MUST BE REMOVED AND REDONE AT THE CONTRACTORS EXPENSE.

IMMEDIATELY UPON DISCOVERY.

PROVIDED. ANY SUCH CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION, IN WRITING, OF THE GOVERNMENT

FLICT OR DO NOT AGREE CONSISTENTLY, THE BETTER, GREATER, LARGER QUANTITY OR HIGHER QUALITY SHALL BE

10. IF MATERIALS, QUANTITIES, SIZES, GRADES, STRENGTHS CALLED FOR WITHIN THESE DOCUMENTS ARE IN CON-

LABELS WHEN APPLICABLE.

9. UNLESS SPECIFIED OTHERWISE, ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND SHALL BEAR UNDERWRITERS

RELATED DEBRIS MUST BE PROPERLY DISPOSED OF OFF SITE.

BARRICADE, WEATHERPROOF, SECURE THE PROJECT AS WELL AS PERFORM DAILY CLEAN-UP. ALL CONSTRUCTION

8. THE CONTRACTOR MUST TAKE ALL NECESSARY STEPS THROUGHOUT THE DURATION OF THE PROJECT TO PROPERLY

BY MINIMIZING CONFLICTS, DELAYS AND REWORK.

FRAMING, PROPER MANPOWER, PROPER SURFACE PREPARATION FOR THE VARIOUS FINISHES AND MATERIALS, THERE-

THE CONTRACTOR. IN ORDER TO ENSURE PROPER SEQUENCING, PROPER TEMPORARY MEASURES, PROPER SUPPORT

7. ALL TRADES / WORKERS ARE EXPECTED TO COORDINATE THEIR WORK WITH THE OTHER TRADES / WORKERS THROUGH

INCLUDED BY THE CONTRACTOR, UNLESS SPECIFICALLY EXCLUDED.

AND / OR CUSTOMARILY REQUIRED FOR A PROJECT OF THIS SIZE AND TYPE WILL BE ASSUMED TO HAVE BEEN

6. THOSE ITEMS REASONABLY INFERRED BY THESE DOCUMENTS, READILY APPARENT BY A THOROUGH SITE INSPECTION

REQUIRED TO RESULT IN A COMPREHENSIVE, COMPLETE, FUNCTIONING AND FINISHED PROJECT.

DISCIPLINE AND CONTROL, SCHEDULING, EQUIPMENT, MATERIALS, SAFETY PROCEDURES, MEANS AND METHODS

CAPABLE OF PROVIDING THE FINAL DESIGN, AND LABOR, SUPERVISION, INSURANCES, COORDINATION, WORKER

WORK AND THOROUGHLY FAMILIARIZED HIMSELF WITH THE NATURE AND EXTENT OF THE WORK TO BE DONE AND IS

5. THE CONTRACTOR BY SUBMISSION OF ITS BID, ACKNOWLEDGES THAT HE HAS VISITED THE SITE OF THE PROPOSED

AND ELEMENTS AS WELL AS TO MAINTAIN COMPLIANCE WITH THE VARIOUS APPLICABLE CODES.

TO BE ADJUSTED AS NECESSARY TO RESULT IN PROPER POSITIONING WITH RELATION TO EXISTING CONDITIONS

IN THE BIDS FROM THOSE ENTITIES UPON WHICH THEY WILL RELY TO PERFORM THE WORK. NEW WORK WILL NEED

EXPECTED TO ENSURE THE COMPREHENSIVENESS OF THEIR BID AND TO ACCOUNT FOR ANY LACK, OR SHORTCOMINGS

RESULT IN A COMPLETE, WEATHER PROOF, FULLY FUNCTIONING, FINISHED PROJECT. THE CONTRACTOR WILL BE

SIVE ENOUGH TO PROPERLY EVALUATE THE EXTENT OF WORK NECESSARY AND TO PERFORM THE WORK IN ORDER TO

THE EXPERIENCE AND CONSTRUCTION KNOWLEDGE OF THE CONTRACTOR, AND JOBSITE PERSONNEL MUST BE EXTEN-

PIECE OF MATERIAL OR HARDWARE THAT EXISTS ON THE PROJECT. THEY SHOULD NOT BE SCALED FOR DIMENSIONS.

4. THESE DRAWINGS ARE SOMEWHAT DIAGRAMMATIC, AND ARE NOT INTENDED TO DEPICT EVERY DETAIL, CONDITION, MENT REGULATIONS AND ALL RELATED/ REFERENCED DOCUMENTS.

UNDER THE REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE, D.O.D. UFC’S, APPLICABLE GOVERN-

3. THE PROJECT IS LOCATED WITHIN THE JURISDICTION OF MACDILL AIR FORCE BASE, TAMPA, FL. AND FALLS

LICENSED, INSURED, EXPERIENCED AND QUALIFIED TO PERFORM ITS RESPECTIVE DUTIES.

OF IT’S SUBCONTRACTORS ARE FULLY INFORMED. THE CONTRACTOR HEREBY WARRANTS THAT ITS PROPERLY

THE REQUIREMENTS OF THESE DOCUMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL

BE THEIR RESPONSIBILITY TO ENSURE THAT EACH OF THEIR BIDS IS IN COMPLIANCE AND AGREEMENT WITH

2. THESE NOTES ARE APPLICABLE TO THE CONTRACTOR AND ITS SUBCONTRACTORS ON THIS PROJECT AND IT SHALL

MUST NOTIFY THE GOVERNMENT IN YOUR BID SUBMITTAL PACKAGE.

WITHIN THESE DOCUMENTS THAT WILL NOT COMPLY WITH THESE "GREEN PROCUREMENT REQUIREMENTS", YOU

NATED MATERIALS WHICH WILL BE USED IN THIS PROJECT. IF THERE ARE SPECIFIC MATERIALS SPECIFIED

TO INCLUDE ALL THE NEEDED PAPERWORK TO SUPPORT COMPLIANCE WITH THESE REQUIREMENTS FOR THE DESIG-

SCOPE OF WORK AND SUPPLEMENTAL GENERAL REQUIREMENTS. THE CONTRACTOR’S BID SUBMITTAL IS EXPECTED

1. EPA MINIMUM RECOVERED CONTENT PERCENTAGES FOR VARIOUS MATERIALS ARE GIVEN IN THE ACCOMPANYING

L

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Sheet Description

Drawing Index

Sheet No. Sheet Description

Drawing Index

Sheet No.

ARCHITECTURAL SCHEDULES

ENLARGED PLUMBING PLAN

A-001

A-002

A-003

A-101

A-102

A-201

ARCHITECTURAL SPECIFICATIONS

ARCHITECTURAL SPECIFICATIONS

ARCHITECTURAL SPECIFICATIONS

FLOOR PLAN

ELEVATIONS AND SECTIONS

A-401 ENLARGED TOILET PLAN AND SECTIONS

A-402 ENLARGED ROOF FRAMING PLAN

A-601 ARCHITECTURAL SCHEDULES

A-602

F-001 FIRE PROTECTION SPECIFICATIONS

F-101 FIRE ALARM AND DETECTION PLAN

F-501 FIRE DETECTION DETAILS

P-001 PLUMBING SPECIFICATIONS

PLUMBING SPECIFICATIONSP-002

P-101 PLUMBING PLAN

P-401

P-501 PLUMBING DETAILS

PLUMBING DETAILSP-502

P-601 PLUMBING SCHEDULE AND ISOMETRICS

M-001

M-002

MECHANICAL SPECIFICATIONS

MECHANICAL SPECIFICATIONS

MECHANICAL SPECIFICATIONS

MECHANICAL SPECIFICATIONS

M-003

M-004

M-101

M-301

M-501

M-502

M-601

M-602

E-001

E-002

E-100

E-101

E-102

E-103

E-104

E-501

LIGHTNING PROTECTION PLAN

E-601

MECHANICAL PLAN

MECHANICAL SECTION

MECHANICAL DETAILS

MECHANICAL SCHEDULES

MECHANICAL DETAILS

MECHANICAL CONTROLS

ELECTRICAL SYMBOL LEGEND

ELECTRICAL SITE PLAN

LIGHTING PLAN

POWER PLAN

ELECTRICAL DETAILS

ELECTRICAL RISER DIAGRAM & DETAILS

ELECTRICAL SPECIFICATIONS

ELECTRICAL SPECIFICATIONS

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UNCERTAIN AS TO THE EXTENT OF ANY PARTICULAR ITEM, PLEASE

CLEATS, PRIME & PAINT, TRANSITIONS AND TERMINATIONS. IF YOU ARE

MASTICS, SEALANTS, ANCHORS, SPLICE/LAP SECTIONS, CLIPS,

FOR EXAMPLE; ANY FLASHINGS ARE EXPECTED TO INCLUDE ALL NEEDED

IN ORDER TO CONSTRUCT THE COMPLETE SYSTEM FOR ANY SPECIFIC ITEM.

6. YOUR PROPOSAL IS EXPECTED TO INCLUDE ALL OF THE PARTS AND PIECES

COSTS CAUSED BY THE PROPOSED SUBSTITUTION.

ARCHITECTURAL OR ENGINEERING DESIGN, DETAILING AND CONSTRUCTION

THE PROGRESS SCHEDULE; WILL PAY FOR DESIGN CHANGES, INCLUDING

CERTIFIES THAT PROPOSED SUBSTITUTION WILL NOT AFFECT OR DELAY

COSTS OR TIME EXTENSION WHICH MAY SUBSEQUENTLY BECOME APPARENT;

WORK WHICH MAY BE REQUIRED; WAIVES ALL CLAIMS FOR ADDITIONAL

GREATER WARRANTY; WILL COORDINATE AND MAKE CHANGES TO OTHER

RESPECTS TO THE SPECIFIED PRODUCT/SYSTEM; WILL PROVIDE EQUAL OR

PRODUCT AND DETERMINED THAT IT IS EQUAL OR SUPERIOR IN ALL

SUBSTITUTION CONSTITUTES THAT OFFEROR: HAS INVESTIGATED PROPOSED

CHARACTERISTICS AS THE BASIS OF DESIGN. A REQUEST FOR

CRITERIA AS THAT SPECIFIED AS WELL AS EXHIBIT THE SAME SALIENT

5. SUBSTITUTIONS MUST MEET THE SAME TESTING AND PERFORMANCE

SPECIFIED ITEM IN ORDER FOR THAT ITEM TO BE CONSIDERED AS SUCH.

WORDS ’BASIS OF DESIGN’ DO NOT HAVE TO OCCUR AT EVERY

SALIENT CHARACTERISTIC ATTRIBUTES OF THE ’BASIS OF DESIGN’. THE

PRODUCTS IS INCLUDED WITH YOUR OFFER AND THEY MEET ALL THE

WILL BE CONSIDERED IF THE APPROPRIATE SPEC DATA FOR THE

COMPLIANCE AND SO FORTH. EQUALLY QUALIFIED ALTERNATIVE PRODUCTS

COMPLIANCE, INSTALLATION TECHNIQUE, PROVEN TRACK RECORD, CODE

THICKNESS, DURABILITY, WEATHERTIGHTNESS, TESTING AGENCY

ESTABLISH A MINIMUM ACCEPTABLE LEVEL OF QUALITY, FINISH, SIZE,

SYSTEMS AS A ’BASIS OF DESIGN’. THIS IS DONE IN ORDER TO

4. THESE DOCUMENTS USE VARIOUS BRAND NAMES AND PROPRIETARY

AND RESULT IN A COMPLETE, FIRST CLASS FACILITY.

YOUR PROPOSAL INCLUDES ALL ITEMS NEEDED TO PERFORM THE WORK

AND TYPE WILL BE RELIED UPON BY THE GOVERNMENT TO ENSURE THAT

AND YOUR EXTENSIVE, PREVIOUS EXPERIENCE ON PROJECTS OF THIS SIZE

DOCUMENTS. THE TOTAL WORK WILL BE IMPACTED BY THE WORK OF OTHERS,

THOROUGH JOBSITE INVESTIGATION AND A CAREFUL REVIEW OF ALL THE

PROJECT. THESE NECESSARY MEASURES SHOULD, AS A MINIMUM, INCLUDE A

WILL TYPICALLY BE NEEDED TO RESULT IN A FIRST QUALITY, COMPLETED

FLASHING, COUNTER-FLASHING AND THE OTHER HUNDREDS OF ITEMS WHICH

SEALANT JOINT, EXPANSION JOINT, SURFACE TO BE FINISHED, ANCHOR,

DESCRIBE EVERY DETAIL, CONDITION, PIECE OF MATERIAL OR HARDWARE,

ARE, BY NATURE, DIAGRAMATIC AND CANNOT POSSIBLY DEPICT AND

THAT YOUR PROPOSAL IS COMPLETE AND COMPREHENSIVE. THESE DOCUMENTS

OF YOUR PROPOSAL YOU HAVE TAKEN ALL NECESSARY MEASURES TO INSURE

3. ALL OFFERORS ARE HEREBY NOTIFIED AND CAUTIONED THAT BY SUBMISSION

IS HIRED DIRECTLY BY THE GOVERNMENT TO PERFORM THE WORK.

2. REFERENCES TO ’PRIME CONTRACTOR’ REFER TO THE CONTRACTOR WHO

YOU MUST NOTIFY THE GOVERNMENT IN YOUR PROPOSAL PACKAGE.

THAT WILL NOT COMPLY WITH THESE ’GREEN PROCUREMENT REQUIREMENTS’,

IF THERE ARE SPECIFIC MATERIALS SPECIFIED WITHIN THESE DOCUMENTS

THE DESIGNATED MATERIALS WHICH WILL BE USED IN THIS PROJECT.

PAPERWORK TO SUPPORT COMPLIANCE WITH THESE REQUIREMENTS FOR

PROPOSAL SUBMITTAL IS EXPECTED TO INCLUDE ALL THE NEEDED

MATERIALS ARE GIVEN IN THE ACCOMPANYING, DOCUMENTS. YOUR

1. EPA MINIMUM RECOVERED CONTENT PERCENTAGES FOR VARIOUS

SECTION 00100 PROPOSAL INFORMATION/INSTRUCTION

DIVISION 00 - PROPOSAL REQUIREMENTS

COVERED IN THE PROPOSAL PROCESS.)

IN ORDER THAT CROSS COORDINATION AND INTERRELATED RELAVANCIES ARE

THEIR PROPOSAL IS BASED HAVE BEEN PROVIDED COPIES OF ALL DOCUMENTS

RESPONSIBLE FOR ENSURING THAT ALL BIDDERS AND VENDORS UPON WHICH

DRAWING PACKAGES. THE PRIME CONTRACTOR TO THE GOVERNMENT WILL BE

MACDILL AFB (MECH, PLBG & ELEC ARE DELINEATED IN THEIR RESPECTIVE

ABBREVIATED ARCHITECTURAL SPECIFICATIONS FOR REPAIR OF B1012 AT

R REMOVAL OF ANY EXISTING SLAB ON GRADE REQUIRES THE

CABINETRY AND THE WALL AND SO FORTH.

THE GAP BETWEEN THE DOOR FRAME AND THE WALL, THE GAP BETWEEN

THE WALL; THE GAP BETWEEN THE WATER CLOSET AND THE FLOOR;

THE GAP BETWEEN THE SUSPENDED CEILING PERIMETER ANGLE AND

INSTALLED ELEMENTSWITH APPROPRIATE MATERIALS. FOR EXAMPLE:

Q SEAL, FILL, FINISH ALL GAPS, CRACKS, SEAMS AND SO FORTH OF

TO PROVIDE SOLID, ’VIBRATION-FREE’ DOOR OPERATION

P PROPERLY BRACE TOPS OF WALLS WHERE DOOR JAMBS ARE LOCATED

TO SUPPORT VARIOUS ATTACHMENTS

O INSTALL APPROPRIATE SOLID BLOCKING IN WALLS AND CEILINGS

WITH SEALANT PRIOR TO FASTENER INSERTION.

HOLE INTO WHICH THE FASTENER IS INSTALLED SHOULD BE FILLED

IN AN AREA SUBJECT TO WATER EXPOSURE IS INSTALLED, THE

OTHERWISE. WHEN A FASTENER WHICH ANCHORS AN ITEM LOCATED

316 STAINLESS STEEL, EXCEPT WHERE SPECIFICALLY NOTED

PARTICULAR APPLICATION. ALL EXTERIOR FASTENERS TO BE TYPE

N APPROPRIATE TYPE AND LENGTH OF FASTENERS FOR ANY

M FINAL CLEANING, DUSTING, POLISHING, TOUCH UP, ADJUSTMENTS

ASSEMBLIES OCCUR.

LISTED FOAMS/SEALANTS REQUIRED WHERE PENETRATIONS OF RATED

THIS INCLUDES BEHIND PLUMBING ESCUTCHEONS/TRIM/FLANGES. UL

DUCTING, AND VARIOUS PENETRATIONS WITH APPROPRIATE MATERIALS.

L FILL AND SEAL ALL NEWLY CREATED ANNULAR SPACES AROUND PIPES,

INTENDED WORK

K VERIFY THAT ROOM TEMPERATURE AND HUMIDITY ARE CORRECT FOR

J ACCLIMATE NEW MATERIALS TO JOBSITE CONDITIONS

CONTENT, CLEANLINESS, PRIMER, TEMPERATURE AND SO FORTH

TO INSTALLING NEW MATERIALS. THIS INCLUDES MOISTURE

I VERIFY THAT SUBSTRATES ARE IN APPROPRIATE CONDITION PRIOR

SOILING, PILFERING.

H PROTECT NEW WORK AND ’EXISTING TO REMAIN’ FROM DAMAGE,

G PROTECT EXISTING ELEMENTS FROM DAMAGE

AND SO FORTH

F SCRIBE AND TRIM NEATLY ELIMINATING BURRS, SNAGS, SPLITS,

E EQUALIZE MARGINS

D CLEAN AND PROTECT FROM DAMAGE

SUBSTRATES, JOINTS AND SPECIFIC CONDITIONS

C SEALANTS AND WEATHERPROOFING MUST BE APPROPRIATE FOR

B ANCHOR AND ADHERE SECURELY

LINE WITHOUT WARPING, BINDING, KINKING, BENDS AND TWISTING

A INSTALL ITEMS/ELEMENTS LEVEL, TRUE, PLUMB, SQUARE, TRUE TO

RESPECTIVE OBLIGATIONS)

AND THAT HIS SUBS ARE CLEARLY AWARE OF AND ABLE TO PERFORM THEIR

WILL BE HELD RESPONSIBLE FOR ENSURING THAT ALL ITEMS ARE INCLUDED,

PARTICULAR WORK INVOLVED: (THE PRIMARY CONTRACTOR TO GOVERNMENT

CONSTRUCTION TASKS AS OUTLINED BELOW AS APPROPRIATE FOR THE

WORK IS EXPECTED TO BEABLE TO EXPERTLY PERFORM SUCH BASIC

DRAWINGS/INSTRUCTIONS’.THE SUCCESSFUL OFFEROR WHO PERFORMS THE

7. THESE SCHEMATIC DOCUMENTS SHALL NOT BE CONSIDERED ’ASSEMBLY

PRIOR TO THE PROPOSAL DUE DATE.

GOVERNMENT AT ANY TIME UP UNTIL THE LAST SEVEN CALENDAR DAYS

SUBMIT YOUR REQUESTS FOR CLARIFICATION, IN WRITING, TO THE

WHERE ANOTHER MATERIAL WILL BE APPLIED OVER THE TEK HEAD, THE

3. TEK SCREW CONNECTIONS ARE BASED UPON THE FOLLOWING: AT AREAS

ARE BASED UPON THE USE OF SELF DRILLING TEK SCREWS.

2. NUMEROUS METAL TO METAL CONNECTIONS SHOWN ON THE DOCUMENTS

FURRING, JOISTS AND SO FORTH IS DIETRICH INDUSTRIES, INC.

1. THE BASIS OF DESIGN FOR THE STEEL STUDS, HAT CHANNELS,

SECTION 05400 COLD FORMED METAL FRAMING

DIVISION 05 - METALS

STAGGERED/OFFSET TO PREVENT MOISTURE BREACH.

LAPS OF ALL MULTIPLE LAYERED INSTALLATIONS MUST BE

MOVEMENT. END TO END LAP SHALL BE 6 INCHES MINIMUM.

PREVENT WATER INFILTRATION WHILE ALLOWING THERMAL

DD ALL FLASHINGS SHALL BE PROPERLY LAPPED AND SEALED TO

APPROPRIATE REQUIREMENTS OF THE F.A.R.

ARE EXPECTED TO BE AMERICAN MADE AND COMPLY WITH ALL

CC MATERIALS, ASSEMBLIES AND PRODUCTS USED FOR THIS PROJECT

GAPS, CRACKS, ANNULAR RINGS, AND SO FORTH.

COMPARABLE R-VALUE MUST BE INSTALLED IN ORDER TO FILL/SEAL

ROOF DECK. AS NEEDED, UL RATED FOAMED INSULATION WITH

MAINTAINED CONTINUOUS AND UNIFORM, FLOOR SLAB TO INSULATED

BB THE EXTERIOR THERMAL ENVELOPE OF THE BUILDING MUST BE

INFILTRATION OF WARM HUMID AIR.

COMPLETELY SEALED AND AIR TIGHT IN ORDER TO PREVENT

AA THE EXTERIOR PERIMETER ENVELOPE OF THE BUILDING MUST BE

TOPS AND BOTTOMS OF DOORS.

PARTICULAR EDGE MAY NOT BE READILY VISIBLE. FOR EXAMPLE,

’FINISHED’ SEALED AND SO FORTH, EVEN THOUGH THAT

Z ALL EDGES OF VISIBLE ELEMENTS ARE EXPECTED TO BE

OTHERWISE.

A LIGHT BROOM FINISH UNLESS SPECIFICALLY DESIGNATED

Y EXTERIOR CONCRETE WALKWAYS, RAMPS, LANDINGS SHALL RECEIVE

INCHES.

CORNER TO THE EDGE OF A DOOR FRAME/TRIM SHOULD BE 2 TO 3

X TYPICALLY, THE DISTANCE FROM A GYPSUM BOARD WALL 90 DEGREE

GAS LINES AND SO FORTH.

ELEMENTS SUCH AS ELECTRICAL, PLUMBING, FIRE SPRINKLERS,

MUST BE PERFORMED IN ORDER TO AVOID DAMAGE TO CONCEALED

THOROUGH INVESTIGATION/VERIFICATION OF EXISTING CONDITIONS

W PRIOR TO ANY DEMOLITION, SAW CUTTING AND SO FORTH, A

OTHERWISE. I.E., CMU WITH CMU, PLASTER WITH PLASTER, ETC.

MATCHING/LIKE KIND MATERIAL UNLESS SPECIFICALLY NOTED

REQUIRE THAT THE DEMO’D MATERIAL BE REPLACED WITH

CONCEALED/OBSTRUCTED ELEMENTS, SUCH AS PLUMBING, WILL

V ALL DEMOLITION OF EXISTING MATERIALS FOR ACCESS TO

FINAL CLEANING AND PROTECT UNTIL FINAL ACCEPTANCE

U WAX, BUFF, POLISH, BURNISH ALL V.C.T. FLOORING AS PART OF

FINISH CHANGES

T TRANSITION STRIPS OF APPROPRIATE MATERIAL AT ALL FLOOR

CELLS AND # 5 REBAR.

NEW LINTEL MUST BE TIED INTO THE EXISTING WALL WITH FILLED

PRECAST LINTELS FOR SUPPORT OF THE REMAINING WALL AND THE

S NEW DOOR OPENINGS IN EXISTING CMU WALLS REQUIRE NEW

MIL VISQUEEN VAPOR BARRIER PRIOR TO SLAB REPLACEMENT

PROPERLY APPLIED, AS WELL AS INSTALLATION OF A MINIMUM 6

TREATMENT OF THE EXPOSED SOIL WITH TERMIDOR TERMITICIDE,

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LAMINATES THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT

REQUIREMENTS, MANUFACTURERS OFFERING HIGH-PRESSURE DECORATIVE

AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH

STANDARD.

INDICATED, OR IF NOT INDICATED, AS REQUIRED BY WOODWORK QUALITY

HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS

FINISH: ANY CLOSED-GRAIN HARDWOOD.

200.SOLID WOOD: AWI CUSTOM GRADE.WOOD SPECIES FOR OPAQUE

CORE PLYWOOD COMPLYING WITH AWI QUALITY STANDARDS SECTION

WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: PLYWOOD: VENEER

8. PRODUCT INFORMATION OUTLINED BELOW:

AND INDICATE MEASUREMENTS ON SHOP DRAWINGS.

SUPPORT WOODWORK BY FIELD MEASUREMENTS BEFORE BEING ENCLOSED

7. LOCATE CONCEALED FRAMING, BLOCKING, AND REINFORCEMENTS THAT

CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK.

SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH

MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON

CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD

FIELD MEASUREMENTS: WHERE WOODWORK IS INDICATED TO FIT TO OTHER

PRODUCTION AND INSTALLATION OF INTERIOR ARCHITECTURAL WOODWORK.

WOODWORKING FIRM T0 ASSUME UNDIVIDED RESPONSIBILITY FOR

6. QUALITY ASSURANCE SOURCE LIMITATIONS: ENGAGE A QUALIFIED

TRIMMING.

TOP EDGE OF THE BACK-SPLASH UPON INSTALLATION TO ALLOW

FULL SEALANT BEDS. THE SEALANT IS EXPECTED TO ’SQUEEZE’ OUT THE

’CAULK’ IT. COUNTERTOPS WITH INTEGRAL BACK-SPLASHES MUST HAVE

UNDER ANY CIRCUMSTANCE, INSTALL THE BACK-SPLASH AND THEN SIMPLY

WHERE IT MEETS THE COUNTER AS WELL AS ALONG THE WALL. DO NOT

BACK-SPLASH IS TO BE SET IN A FULL SEALANT BED AT ITS BASE

WITH SEALANT PRIOR TO INSTALLING THE BACK-SPLASH. THEN THE

THE JOINT BETWEEN THE BACK EDGE OF THE TOP AND THE WALL FILLED

5. WHERE COUNTERTOPS WITH SEPARATE BACK-SPLASHES ARE INSTALLED,

ADJUSTED, AND CABINETS LEFT IN A CLEAN NEAT CONDITION.

PRIOR TO FINAL ACCEPTANCE, DOORS SHALL BE ALIGNED, HARDWARE

WORKMANSHIP, AND THEY ARE CLEARLY SHOWN ON THE SHOP DRAWINGS.

SHALL BE PERMITTED PROVIDED THEY ARE NOT USED TO OVERCOME POOR

LIMITED USE OF CLOSER AND FILLER STRIPS AND FINISH MOLDINGS

PAINT AND SINK FLANGES SHALL BE SET IN A BED OF SEALANT.

PLASTIC TOPS SHALL BE PAINTED WITH A COAT OF SEMI-GLOSS ENAMEL

INSTRUCTIONS. THE INNER EDGE OF SINK CUT-OUTS IN LAMINATED

ACCORDANCE WITH THE MANUFACTURER’S APPROVED PRINTED

DEVICES TO SECURELY ANCHOR EACH UNIT. INSTALLATION SHALL BE IN

AND SHALL BE ATTACHED TO THE WALLS OR FLOORS WITH SUITABLE

4. COUNTERS SHALL BE INSTALLED LEVEL, PLUMB, AND TRUE TO LINE,

TO LIKE-NEW CONDITION SHALL BE REPLACED.

DAMAGE TO THE SURFACES. DAMAGED ITEMS THAT CANNOT BE RESTORED

AND HANDLING. COUNTERS SHALL BE HANDLED CAREFULLY TO PREVENT

CONTAMINANTS AND IN A MANNER TO PERMIT ACCESS FOR INSPECTION

VENTILATED, DRY LOCATION THAT IS FREE OF DUST, WATER, OR OTHER

PROTECTIVE COVERING. COUNTERS SHALL BE STORED IN AN ADEQUATELY

3. COUNTERS SHALL BE DELIVERED TO THE JOBSITE WRAPPED IN A

COMPLETE PLAN AND ELEVATIONS.

2. SUBMITTAL SHOP DRAWINGS ARE REQUIRED, CLEARLY INDICATING THE

1. COUNTER SHALL BE OF ALL PLYWOOD CONSTRUCTION.

SECTION 06410 CUSTOM BUILT COUNTER AT RESTROOM

SD300, #10-16 X �" DP3 � HWH.

THE MINIMUM SUGGESTED SCREW IS THE TRIANGLE FASTENER CORP.

CONCERN FOR A COVER MATERIAL CREATING A ’BULGE’ IN THE FINISH,

#12-14 X 1" DP3 T25 TORX WAFER HEAD. AT AREAS WHERE THERE IS NO

MINIMUM SUGGESTED SCREW IS THE TRIANGLE FASTENER CORP. SD300,

INSULATED CORE. DOORS SHALL BE FACTORY PRIMED/ANSI A224.1.

G-60 GALVANNEALED STEEL, SEAMLESS WITH APPROPRIATE FOAMED

MANUFACTURED BY STEELCRAFT. SLABS TO BE 14 GAUGE, COLD ROLLED

1. THE STEEL DOORS AND FRAMES BASIS OF DESIGN SHALL BE AS

SECTION 08100 METAL DOORS AND FRAMES

DIVISION 08 - DOORS AND WINDOWS

OF APPROPRIATE SEALANT.

4. ALL EXTERIOR THRESHOLDS ARE EXPECTED TO BE SET IN A FULL BED

SEALANTS/ADHESIVES.

FLASHING, AND SO FORTH MAY DICTATE ALTERNATE, INDUSTRY REQUIRED

PARTICULAR MANUFACTURER SUCH AS ROOFING, WINDOWS, DOORS,

3. SPECIFIC SYSTEM/ELEMENT INSTALLATION REQUIREMENTS OF A

PLANE TRANSITIONS.

ADJACENT SURFACES; DOOR FRAMES TO WALLS; MATERIAL TRANSITIONS;

2. SIKAFLEX-15LM WILL GENERALLY BE USED AT SEALING OF FRAMES TO

APPLICATION.

ENCOUNTERED. THE MANUFACTURERS SPECS SHALL BE FOLLOWED FOR

BE APPROPRIATE FOR THE TYPES OF JOINTS AND MATERIALS

1. SEALANTS SHALL BE AS MANUFACTURED BY SIKA INDUSTRY AND SHALL

SECTION 07920 SEALANTS

PROJECT.

PRESUMED INCLUDED BY THE ROOFING PROFESSIONAL BIDDING THIS

INSTALLATION OF THE VARIOUS ROOFING ELEMENTS AND ARE HEREBY

3. NUMEROUS NRCA DETAILS WILL BE REQUIRED FOR THE PROPER

TO MATCH ADJACENT FINISHES AGAINST WHICH THEY ARE VIEWED.

2. ALL WORK EXPOSED TO VIEW MUST BE PROPERLY PRIMED AND PAINTED

( DRAWING A-MTL-12 ).

STAINLESS STEEL DRAWBAND AS DETAILED IN THE NRCA MANUAL

FLASHING COLLAR WITH WATERTIGHT SHEET METAL RAIN COLLAR WITH

1. ALL PLUMBING VENT PENETRATIONS SHALL BE FLASHED WITH PREFORMED

SECTION 07720 ROOF ACCESSORIES

SPECIFICALLY NOTED PAINTED METAL SHALL BE AS NOTED.

TO MATCH THE ADJACENT FINISHES AGAINST WHICH THEY ARE VIEWED.

3. ALL WORK EXPOSED TO VIEW MUST BE PROPERLY PRIMED AND PAINTED

MANUFACTURER.

PREMIUM QUALITY WEATHERPROOFING, AND ARE APPROVED BY THE ROOF

MECHANICS WHO FULLY UNDERSTAND THE REQUIREMENTS FOR CUSTOM,

2. ALL WORK SHALL ONLY BE PERFORMED BY EXPERIENCED SHEET METAL

SHEET METAL MANUAL, SMACNA.

ROOFING AND WATERPROOFING MANUAL AS WELL AS THE ARCHITECTURAL

EDITIONS OF THE NATIONAL ROOFING CONTRACTORS ASSOCIATION, NRCA,

1. ALL MATERIAL AND INSTALLATION SHALL COMPLY WITH THE CURRENT

SECTION 07620 SHEET METAL FLASHING, TRIM, DOWNSPOUTS, GUTTERS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION AND INSULATIONS

INC. COLORS: TBD

D. WILSONART INTERNATIONAL; DIV. OF PREMARK INTERNATIONAL,

C. PIONEER PLASTICS CORP.

B. LAMINART.

A. FORMICA CORPORATION.

ARE NOT LIMITED TO, THE FOLLOWING:

DIVISION 10 - SPECIALTIES

SUCH AS: STEEL DOORS, STEEL FRAMES, STEEL MISCELLANEOUS.

EXACT LOCATION. THIS APPLICATION WILL INCLUDE ELEMENTS/AREAS

PREP’D AND PRIMED SUBSTRATE - COLOR TO BE DETERMINED BY

TRIM PAINT - 3 COATS, BRUSH ONLY, MINIMUM OVER PROPERLY

P2 DULUX ULTRA-HIDE DURUS ALKYD GLOSS EXTERIOR HOUSE AND

COLOR TO BE DETERMINED BY EXACT LOCATION.

MINIMUM OVER PROPERLY PREP’D AND PRIMED SUBSTRATE -

P1 DULUX PROFESSIONAL ACRYLIC SEMI-GLOSS - 3 COATS, BRUSH,

FOR ALL PAINTS/COLORS)

5. PAINT CATEGORIES ARE LISTED BELOW: (DRAW DOWNS TO BE SUBMITTED

PREPPED AND PAINTED.

4. THE ENTIRE INTERIOR OF THE STEEL BUILDING IS TO BE PROPERLY PRIMED,

MATERIAL.

PAINTED/REPAINTED IN ORDER TO REACH A CORNER OR A DIFFERENT

REQUIRES PAINTING, THEN THE ENTIRE WALL WILL HAVE TO BE

3. PARTIAL/SPOT PAINTING WILL NOT BE ACCEPTABLE. IF PART OF A WALL

EXCLUDED.

OF THE APPROPRIATE COLOR. DARK BRONZED FINISHES ARE SPECIFICALLY

THIS INCLUDES SOME ITEMS WHICH MAY BE FACTORY FINISHED, BUT NOT BE

2. ALL SURFACES EXPOSED TO VIEW MUST BE PROPERLY PRIMED AND PAINTED.

DULUX.

1. NEW PAINTS AND COATINGS SHALL BE AS MANUFACTURED BY ICI PAINTS

SECTION 09900 PAINT

4. NO IMPORTED BOARD SHALL BE ALLOWED.

HARDIE BOARD AND BE FINISHED AS REQUIRED PER LOCATION.

WET AREAS REQUIRING GYPSUM PRODUCTS WILL BE DENS SHIELD OR

3. NO ’MR’ OR ’GREEN BOARD’ WILL BE ALLOWED ON THE PROJECT. ALL

2. ALL FINISHES SHALL BE LEVEL 5 SMOOTH.

MANUFACTURERS SPECIFICATIONS AND ASTM C 840-99.

1. ALL NEW GYPSUM BOARD MATERIALS SHALL BE INSTALLED PER

SECTION 09250 GYPSUM BOARD

LEVEL 5 FINISH.

1. �" DENS GLASS ON STEEL JOISTS AT 16" ON CENTER, MAX.

CEILING TYPE GYP 1

DIVISION 09 - FINISHES

2. SEE DOOR SCHEDULE FOR EXACT LOCKSET REQUIREMENTS.

THE BASE LOCKSMITH AND THE USER.

STANDARD REQUIREMENTS) ALL KEYING MUST BE COORDINATED THROUGH

CORPORATION. (NO EXCEPTIONS, NO ALTERNATIVES DUE TO BASE

1. ALL LOCKSETS SHALL BE AS MANUFACTURED BY BEST LOCK

SECTION 08710 FINISH HARDWARE

5. EXTERIOR DOORS MUST HAVE FLUSH TOP EDGES TO AVOID WATER ENTRAPMENT.

REQUIREMENTS.

4. SEE DOOR SCHEDULE FOR ADDITIONAL CRITICAL, SPECIFIC

3. KERFED FRAMES FOR GASKETED SOUND AND AIR INFILTRATION CONTROL.

GAUGE AT HINGES; 14 GAUGE AT STRIKE.

REINFORCED AT ALL HARDWARE LOCATIONS WITH GALVANNEALED STEEL: 7

GAUGE, G60 GALVANNEALED STEEL, PRIMED FOR JOBSITE FINISHING.

2. THE STEEL FRAMES SHALL BE AS MANUFACTURED BY STEELCRAFT, 14

S Q

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A-003

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ARCHITECTURAL SPECIFICATIONS (con’t):

S P

E C I

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T I

O N

S

A R

C H I

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ACCESSORIES SCHEDULES.

1. SMALLER, FRAMED MIRRORS SHALL BE AS INDICATED IN THE TOILET

SECTION 10820 MIRRORS

1. PROVIDE ACCESSORIES AS SHOWN ON THE DRAWING SCHEDULES.

SECTION 10800 TOILET AND BATH ACCESSORIES

2. LOCATE AS PER ADA WITH THE TOP AT 48 INCHES.

B:C EXTINGUISHERS.

1. NEW FIRE EXTINGUISHER TO BE TRI CLASS ABC DRY CHEMICAL, 4-A:60-

SECTION 10522 FIRE EXTINGUISHERS AND CABINETS

SPECIFICATIONS SECTION. EXACT WORDING TO BE PROVIDED BY USER.

1. SEE DIVISION 10 - SPECIALTIES (DIAGRAMS) AT THE END OF THESE

SECTION 10452 EXTERIOR STREET SIGN/BUILDING ID SIGN, B-3

STEEL AND SHALL COVER ALL CORNERS AND END WALL CONDITIONS.

2. CORNER GUARDS SHALL BE FULL HEIGHT CO-8 AND SCO-8, 304 STAINLESS

MANUFACTURERS REQUIREMENTS.

SGROUP.COM) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

1. CORNER GUARDS SHALL BE AS MANUFACTURED BY C/S GROUP (WWW.C-

SECTION 10260 WALL AND CORNER GUARDS

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.t b l

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D a t e

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D r a

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5’-0"

O

N T

E R

E D

5’-0"

SEE SHEET A-601 FOR DOOR SCHEDULE

16’

7’

5’

DHSFHH

A-101

0 88 4

FEET

A-101

A-201

B

LEGEND:

90’-0"

RE

V

F L

O

P

A N

A

D G

N

M O

N

A-101 A-201

A

N

NORTH

MAG.

0"

D R I

Y

FILL CAVITY WITH 2.0# / CU.FT. MINERAL FIBER UNFACED BATTS.

PARTITION ON 20 GA. 6" METAL STUDS @ 16" O.C. (TYP. U.O.N.)

�" NGC HI-IMPACT BRAND WALLBOARD (PAINTED), BOTH SIDES OF

KEYNOTES:

A C

M

S Q

U I

T A

FLOOR PLAN

SCALE: 1/8"= 1’-0"

A-101 A-401

1 ENLARGED PLAN

A-101 A-402

2 ENLARGED PLAN, OFFICE AREA

HORIZONTAL WALL GIRT, DEPTH MAY VARY.

SEALANT ALL AROUND.

REQUIRED FOR SOUND AND LIGHT TIGHT JOINT. PROVIDE SILICONE

EXTEND STUD WALL TO METAL PANEL. FORM AROUND STRUCTURE AS

SNUG TO ROOF STRUCTURE ABOVE.

PRE-ENGINEERED BUILDING DESIGN MUST INCLUDE PROPER SUPPORT

BASIS OF DESIGN: ALECO, ESROBBINS, 16" x 0.229 SCRATCH-GUARD.

VINYL STRIP DOOR TO HELP MAINTAIN INTERIOR HVAC ENVIRONMENT.

INSULATED METAL WALL PANEL.

A-101 C-501

TYP.

CORNER GUARD.

4" X 6" DOWNSPOUTS (TYPICAL).

THE SLAB EDGE �" TO MEET DRIVEWAY SLAB.

BOTTOM SEAL. SLOPE THIS DROPPED SLAB POCKET TOWARDS

DROP SLAB AT OVERHEAD DOOR TO FORM "POCKET" FOR DOOR

4" THICK REINF. CONC. SLAB, �" DROP AT DOORS.

�" GYPSUM BOARD CEILING IN RESTROOM AND OFFICE.

FIRE EXTINGUISHER. SURFACE MOUNTED, SEE SPECS.

ALL GAPS BETWEEN DOOR AND BUILDING HAVE WEATHER PROOF SEALS.

54 PSF (DADE COUNTY) DOOR PAINTED ICI BRAZIL NUT #554. ENSURE

INTERLOCK SWITCHES, ENDLOCKS, WINDLOCKS, BOTTOM BAR. DOOR RATED

625 STORMTITE INSULATED. HEAVY DUTY LIFTMASTER GH OPERATOR, WITH

PROVIDE OVERHEAD COILING DOOR. BASIS OF DESIGN: OVERHEAD SERIES

OR CLEAR.

HARDENER AT RATE OF 1.5 LBS/FT . USE NATURAL CEMENT COLOR

LIMITATIONS OF PRODUCT. APPLY SURFLEX NON-METALLIC FLOOR

MANUFACTURER’S INSTRUCTIONS. REVIEW CONCRETE SUBMITTAL FOR

BASIS OF DESIGN: FLOOR FINISH- SURFLEX. PREPARE SURFACE PER

DN

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.t b l

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IN

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O V E D

(10’x 16’)

COMM. OFFICE RESTROOM

2’-0" O.C. TYP.

RIDGE CAP

RIDGE CAP

GUTTER (MATCH ROOF COLOR)

GUTTER (MATCH ROOF COLOR)

0 88 4

FEET

SCALE: 1/8"= 1’-0"

RE

V

R O

A N

A

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N

A-102

A-102

A-201

B

ROOF PLAN

M O

N

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N

NORTH

MAG.

A-102 A-201

A

J

U

KEYNOTES:

S Q

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ROOF COLOR - BASIS OF DESIGN: BERRIDGE TERRA COTTA

ROOF RIBS, FLASHING REQUIREMENTS, ROOF PURLINS AND SO FORTH

ACTUAL SIZE MAY VERY DUE TO MANUFACTURERS REQUIREMENTS,

INSTALLED PER MANUF. SPECIFICATIONS. 2’ x 10’ SHOWN BUT

SKYLIGHT - BASIS OF DESIGN: BUTLER LITE PANEL - CMR-24 (INSULATED)

DN

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IN

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O V

COLOR

MATCH BLDG.

COLOR

MATCH BLDG.

18’-0"

RIDGE CAP, NON VENTED

DUAL PANE)

(INSULATED

SKYLIGHT

REQUIRMENTS. R VALUE : 32

INSTALL PER MANUFACTURES

4 " THICK - ADOBE FINISH.

TEXTURE WALL PANEL -

MIN. R-29 INSULATION

CMR-24 ROOF SYSTEM WITH

4" X 6" MIN.

MATCH BUILDING PANEL.

BLDG. MANUF.) PAINT TO

DOWNSPOUT (PER METAL

MATCH ROOF COLOR

8" X 8" MIN. PAINT TO

AND MECH CODE REQ’.

MANUF. RECOMMENDATION)

GUTTER (PER METAL BLDG.

0 88 4

FEET

RE

V

A

D G

N

A-201

A

C T I

O N

S

E L

E V

A T I

O N

S

M O

N

NOTE: EXTERIOR FINISHES AND COLORS SHALL MEET BASE STANDARDS

KEYNOTES:

A C

M

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U L

GENERAL NOTES:

F

A-401A-201

S Q

U I

T A

SUSPENDED FROM THE ROOF STRUCTURE).

ACCOMMODATIONS FOR HVAC AIR HANDLERS (TO BE

4. PRE-ENGINEERED BUILD DESIGN MUST INCLUDE

AND PAINTED.

3. ALL INTERIORS TO BE PROPERLY PRIMED, PREPPED

2. USE INSULATED METAL WALL PANEL.

PER MANUFACTURING SPECIFICATIONS.

CONTRACTOR TO PROVIDE SHOP DRAWINGS & DETAILS

1. BASIS OF DESIGN - BUTLER MANUFACTURING COMPANY.

ICI BRAZIL NUT #20YY 63/149; A1802.

INSULATED METAL WALL PANEL. PAINT COLOR -

DN

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E o p lo t t in g

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SCALE: 1/8"= 1’-0"

SCALE: 1/8"= 1’-0"A-101 A-201

A

A-101 A-201

B

E

A

ELEVATION (WEST)

(EAST SIMILIAR)

(NORTH SIMILIAR)

ELEVATION (SOUTH)

A-102

A-102

7’-0" CLEAR

1’-2"

4"

7�"

2’-4"

1�"

A-11 MIRROR

SURFACES EXPOSED TO VIEW.

LAMINATE ALL EDGES/

SUPPORT PANEL/BRACKET.

1 �" THICK OPEN END

6" METAL STUDS

SOAP DISPENSER

BOBRICK B42

x 32"H)

MIRROR (28"W

BOBRICK B290

SHIELD BELOW

TRUEBRO LAV

WALL. PROVIDE BLOCKING.

VANITY TOP SECURED TO

DISPENSER

TOILET PAPER

BOBRICK B2840

IN WALL AS REQUIRED.

PROVIDE ADDITIONAL BLOCKING

BOBRICK B-6806 x42"

ALL CORNERS (TYP.)

DOUBLE STUDS @

PAPER TOWEL DISP.

BOBRICK B2860

IN WALL AS REQUIRED.

PROVIDE ADDITIONAL BLOCKING

BOBRICK B-6806 x36"

PANEL

METAL WALL

4" INSULATED

8"+/- WALL GIRT

TEXTURED S-6-37T

STUDIO GRAY

OF DESIGN: NEVAMAR

PLASTIC LAM. BASIS

A.D.A.PER

INSULATED PIPE

FIELD

CLOTHES HOOK

BOBRICK B212

V A

R I

E S

SPLASH

PANEL TO WALL

ANGLE TO SUPPORT

2"x 2"x �" ALUM.

BACKSPLASH.

PROVIDE 2’x 2’SS �" THICK

WATER FOUNTAIN. SEE PLUMBING.

SLAB

FLASHING

SHEET A-401

SEE FRAMING PLAN

STUD @ 16" O.C.

16 GA. 6" METAL

INSUL. EXT. PANEL, 4" THICK

CHASE, STEEL BUILDING STRUCTURE

(MINERAL WOOL)

R19 INSULATION

STRUCTURAL TOP PLATE TRACKK

LAYERS �" CDX)

1" PLYWOOD (2

2X4 P.T. EDGE PLATE

(MINERAL WOOL)

ALL STUD WALLS.

R19 INSULATION IN

GYP BOARD CEILING

SIDES

WALLBOARD, TYP. BOTH

�" NGC HI-IMPACT

ENGINEERED BUILDING

WALL GIRT OF PRE-

PANEL (MIN. R-32)

4 " TEXTURE WALL

TO OF SLAB

GRADE 6" BELOW

(MINERAL WOOL)

R19 INSULATION

WALL BELOW

SECURE STUDS TO

(MEZZANINE BY OTHERS)

MEZZANINE MIN. CLEAR 8’-0"

RIGID FRAME

NORTH

MAG.N

RE

V

A

D G

N

A-401

A

C T I

O N

S

E N

L A

R G

I

L

DETAIL

A-401 A-401 SCALE: �"= 1’-0"

DETAIL

A-401A-401 SCALE: �"= 1’-0"

VERIFY

M O

N

CD

A-201 A-401

F SECTION

SCALE: N.T.S.

A-401 A-401

E SECTION

SCALE: N.T.S.

S Q

U I

T A

0 22 1

FEET

A-401

A-401

C

A-401

A-401

D

A-401

A-401

E

V E

R I

F Y

F I

E L

D

A C

M

A-101 A-401

1 ENLARGED TOILET PLAN

SCALE: �"= 1’-0"

DN

MA

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E o p lo t t in g

U s t a

V i\ p d f m a c d il l_ a n s ib .p lt c f g

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D a t e

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D r a

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IN

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FRAME

RIGID

7’-10" A.F.F.

7’-0" A.F.F.

AT 12" ON CENTER MAX.

10" 16 GAUGE WITH 2" FLANGE

10" TDW16 TRADEREADY JOIST 50K

DIETRICH METAL FRAMING

BASIS OF DESIGN:

TO BUILDING PANEL

DO NOT ATTACH STRUCTURE

DISTANCE VARIES. FIELD VERIFY

R E

V

A

D G

N

A-402

R

L E

M O

N

N

NORTH

MAG.

OFFICE 1TOILET

0 44 2

FEET

A-101 A-402

2 OFFICE AREA ’ROOF CAP’ FRAMING

SCALE: �"= 1’-0"

COMM

R O

O F

F

R A

M I

N G

P L

A N

E N L

A R

G E

D

S

Q U I T

A

A C

R

DN

MA

MOCYTILI

BOMRI

A

E o p lo t t in g

U s t a

V i\ p d f m a c d il l_ a n s ib .p lt c f g

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P lo t t in g

U s t a

V i\

P e n t a b s s it e p la n g r e y

.t b l

:0 in

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S I

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R E

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Facility

M A

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Sheet No.

V

G I

N E

U A

D R

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D a t e

D e s c r i p t i o n

D a t e

D r a w i m e

D r a

D e s i g n

A p p r o v

R e v i e w

M a r k A p p r

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A-601

M O

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S C

H E

D U

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S

A R

C H I

T E

C T

U R

A L

J

U L

A C

M

GENERAL NOTES:

1. SEE SHEET A-101 FOR OVERHEAD DOOR INFORMATION.

S Q

U I

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U s t a

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D a t e

D r a w i m e

D r a

D e s i g n

A p p r o v

R e v i e w

M a r k A p p r

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A-602

M O

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H E

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S

A R

C H I

T E

C T

U R

A L

J

U L

A C

M

GENERAL NOTES:

2. SEE SHEET A-101 FOR OVERHEAD DOOR INFORMATION.

1. SEE SHEET A-601 FOR ADDITIONAL DOOR INFORMATION.

S Q

U I

T A

DN

MA

MOCYTILI

BOMRI

A

E o p lo t t in g

U s t a

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M a r k A p p r

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FIRE PROTECTION SPECIFICATIONS:

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FIRE ALARM SYSTEM GENERAL NOTES

1. ENTIRE FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH

ARTICLE 760 OF THE N.E.C., MACDILL AFB GENERAL DESIGN GUIDELINES

AND IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS.

SYSTEM SHALL BE TOTALLY SUPERVISED.

2. THE F.A. CONTROL PANEL SHALL BE ADDRESSABLE AND UTILIZE

ADDRESSABLE INITIATING, MONITORING, AND CONTROL DEVICES

THROUGHOUT THE SYSTEM. EACH INDIVIDUAL INITIATING DEVICE, CONTROL

DEVICE AND INDICATING APPLIANCE CIRCUIT SHALL BE SUPERVISED.

NORMAL OPERATING AND STANDBY POWER SHALL ALSO BE SUPERVISED.

3. CONTROL PANEL SHALL INCLUDE LCD DISPLAY, A FIELD-PROGRAMMABLE

PANEL WITH KEYPAD, REAL-TIME CLOCK, HISTORY FILE WITH EVENT

RECORDING, INTERNAL POWER SUPPLY (120-VOLT AC INPUT), INTERNAL

BATTERY CHARGER AND BACKUP BATTERIES. PROVIDE NOTIFIER CATALOG

NO. AFP-200 OR APPROVED EQUAL CONTROL PANEL. ALL ALARM

DETECTION AND NOTIFICATION COMPONENTS SHALL BE OF THE

ADDRESSABLE TYPE AND SHALL BE COMPATIBLE WITH THE CONTROLPANEL

4. THE FIRE ALARM CONTROL PANEL SHALL HAVE AN INTERFACE FOR REMOTE

REPORTING COMPATIBLE WITH RADIO TRANSMITTER. PROVIDE AND INSTALL

A FIRE ALARM RADIO TRANSMITTER FOR REMOTE REPORTING. TRANSMITTER

PANEL SHALL BE A MONACO MODEL D-500 PLUS, COMPATIBLE WITH THE

EXISTING MACDILL REMOTE REPORTING SYSTEM.

5. ALL STROBE LIGHTS SHALL BE SYNCHRONIZED AND HAVE A FLASH

RATE OF 1HZ TO 3HZ AND A BRIGHTNESS OF 75 CANDELA (MIN.). FIRE

ALARM HORNS SHALL HAVE A SOUND LEVEL NOT TO EXCEED 120 dbA

AND SHALL PRODUCE A SOUND LEVEL OF 15 dbA ABOVE THE MAXIMUM

AMBIENT SOUND LEVEL FOR 60 SECONDS.

6. MANUAL STATIONS SHALL BE ADDRESSABLE, SINGLE ACTION, WITH

BREAK-ROD FEATURE, SEMI-FLUSH WITH TOOL RESET OR APPROVED

EQUAL.

7. PROVIDE MAINTENANCE FREE LEAD-ACID, LONG LIFE BATTERY FOR

CONTROL PANEL. UNIT SHALL HAVE AN AUTOMATIC BATTERY CHARGER,

AUTOMATIC TRANSFER RELAY. BATTERY SHALL HAVE CAPACITY TO

OPERATE ALARM FOR 5 MINUTES AND HAVE A 60-HOUR SUPERVISION

CAPABILITY.

8. AUDIO/VISUAL UNITS SHALL BE UL LISTED FOR THIS INTENDED PURPOSE

AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NFPA 72 AND THE

AMERICANS WITH DISABILITIES ACT (ADA) FOR AUDIO AND VISUAL

OUTPUT. BOTH AUDIO AND VISUAL UNITS SHALL OPERATE ON 24VDC.

VISUAL UNITS SHALL BE 75 CANDELA. UNITS SHALL BE SEMI-FLUSH

MOUNTED AND COMPLETE WITH ALL MOUNTING HARDWARE INCLUDING

BACK BOX. ALL UNITS FOR INSTALLATION ON THE EXTERIOR OF THE

BUILDING SHALL BE WEATHER RESISTANT AND SEMI-FLUSH MOUNTED IN

THE APPROPRIATE WEATHERPROOF BACK BOX.

9. ADDRESSABLE SMOKE DETECTOR HEADS (SENSORS) SHALL BE PLUGGABLE

INTO A COMMON BASE. THE BASE WILL CONTAIN ELECTRONICS THAT

COMMUNICATE THE DETECTOR STATUS (NORMAL, ALARM, TROUBLE) TO

THE CONTROL PANEL OVER TWO WIRES. THE SAME TWO WIRES SHALL

ALSO PROVIDE POWER TO THE BASE AND DETECTOR. A TROUBLE SIGNAL

MUST BE TRANSMITTED TO THE CONTROL PANEL IF THE HEAD IS REMOVED.

10. SMOKE SENSORS SHALL BE ADDRESSABLE, PHOTOELECTRIC TYPE AND

SHALL COMMUNICATE ACTUAL SMOKE CHAMBER VALUES TO THE CONTROL

PANEL. THE SENSORS SHALL BE LISTED FOR BOTH CEILING AND WALL

MOUNT APPLICATIONS. THE SENSORS ELECTRONICS SHALL BE IMMUNE TO

FALSE ALARMS CAUSED BY EMI AND RFI.

11. THERMAL DETECTORS SHALL BE ADDRESSABLE, SURFACE MOUNTED, FIXED

TEMPERATURE AT 135 DEGREES F. HEAT DETECTOR SHALL CONVEY THE

ACTUAL AMBIENT TEMPERATURE OF ITS ENVIRONMENT TO THE CONTROL

PANEL.

12. INSTALL TRANSIENT SUPPRESSION UNIT IN POWER LINE FEEDING THE FIRE

ALARM CONTROL PANEL AND RADIO TRANSMITTER.

13. FAN SHUTDOWN RELAYS SHALL BE ADDRESSABLE, 24VDC WITH CONTACT

CONFIGURATION AND RATING AS REQUIRED FOR THE AIR HANDLER

CONTROLS. MAKE CONNECTIONS BETWEEN RELAY AND AIR HANDLER

CONTROLS AS REQUIRED. RELAY SHALL BE SURFACE MOUNTED IN NEMA 1

ENCLOSURE.

14. ALL WIRING SHALL BE INSTALLED IN CONDUIT, MINIMUM SIZE SHALL BE

3/4". LARGER CONDUITS SHALL BE SIZED IN ACCORDANCE WITH THE

"NEC" (FOR 40% FILL). FIRE ALARM JUNCTION BOXES SHALL BE PAINTED

"RED"

15. PROVIDE DUCT TYPE SMOKE DETECTOR IN THE SUPPLY DUCT OF AHU-1

COORD. LOCATION IN DUCTWORK WITH THE HVAC CONTRACTOR.

16. AHU-1 SHALL NOT SHUTDOWN UPON GENERAL ALARM. THIS AHU SHALL

BE CONTROLLED BY DUCT SMOKE DETECTOR. PROVIDE ADDRESSABLE FAN

SHUT-DOWN RELAY AS REQUIRED. WALL MOUNT SHUT-DOWN RELAY.

17. FIRE ALARM WIRING SHALL BE AS SCHEDULED. SIGNAL CKTS SHALL BE

#12 AWG/CU/THWN/SOLID CONDUCTORS. CONDUCTORS SHALL BE COLOR

CODED

18. FIRE ALARM HORNS SHALL BE WIRED INDEPENDENTLY FROM STROBE

LIGHTS. SILENCING OF HORNS SHALL NOT DE-ACTIVATE FLASHING STROBE

UNTIL ALARM CONDITION IS CLEARED.

19. SPLICES SHALL NOT BE ACCEPTED, CONDUCTORS SHALL TERMINATE USING

SPADE TYPE LUGS AND BARRIER TYPE TERMINAL STRIPS.

20. "END OF LINE" DEVICES SHALL BE LOCATED AT THE LAST DEVICE

FIRE ALARM LICENSING REQUIREMENTS

1. THE FIRE ALARM SYSTEM SUBCONTRACTOR SHALL BE PREPARED TO

SHOW PROOF THAT HIS COMPANY IS REGULARLY ENGAGED IN AND HAS

THE EXPERIENCE, SHOP FACILITIES, AND EQUIPMENT TO PERFORM THE

WORK SPECIFIED HEREIN. THE INSTALLER SHALL BE LICENSED TO INSTALL

FIRE ALARM SYSTEMS AND SHALL POSSESS AN EC OR EF LICENSE.

2. THE FIRE ALARM SYSTEM HEREIN SPECIFIED SHALL BE FURNISHED BY A

MANUFACTURER OF FIRE ALARM SYSTEMS WHO HAS BEEN CONDUCTING

BUSINESS IN THE PROJECT AREA FOR AT LEAST 5 YEARS. A COMPLETE

STOCK OF PARTS FOR THE SYSTEMS FURNISHED SHALL BE IN INVENTORY

AT THE FACILITIES OF THE SUPPLIER. THE EQUIPMENT MANUFACTURER

SHALL HAVE SERVICE FACILITIES WITHIN A 35 MILE RADIUS WITH PARTS

IN STOCK AND TRAINED SERVICE PERSONNEL AND SHALL RESPOND TO A

SERVICE CALL WITHIN TWENTY-FOUR (24) HOURS AFTER REQUEST DURING

GUARANTEE PERIOD.

3. EACH AND ALL ITEMS OF THE FIRE ALARM SYSTEM SHALL BE LISTED

UNDER THE APPROPRIATE CATEGORY BY UNDERWRITERS’ LABORATORIES,

INC. (UL) AS A PRODUCT OF A SINGLE FIRE ALARM SYSTEM

MANUFACTURER.

FIRE ALARM SYSTEM TESTING REQUIREMENTS

1. COMPLETED FIRE ALARM DETECTION AND REPORTING SYSTEM SHALL BE

TESTED IN THE PRESENCE OF A REPRESENTATIVE FROM THE ALARM SHOP

AND THE CONSTRUCTION INSPECTOR.

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