Appendix_A_-_NVZR_12-0210_Drawings.pdf
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P I N K
F L A
M I N G O
A V E
E A G L E
S T A F F
C T
H E R O N
P L
A P R O N
A C C E S S
R D
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
H A N G A R
L O O P
D R I V E
OPERATIONS CT
MACHINE SHOP CT
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
26 25
14 7
N
N O
R T
H
M A
G
RE
V
200 4000 100
FEET
G-001.dgn
12-0210
COVER SHEET AND DRAWING INDEX1
SEE SHEET G-004 FOR DRAWING INDEX CONTINUATION
G-001
Sheet Description
Drawing Index
Sheet No.
G-001
G-002 HAUL ROUTE AND ABBREVIATIONS
G-003 GENERAL NOTES AND SYMBOLS LEGEND
Sheet 1 of 62
PROJECT LOCATION MAP
T
IT
L E
S H
T S .T
B L
PROJECT NO: NVZR 12-0210
DESIGN BUILD SOLICITATION
%APPROVED 30 DOCUMENTS FOR
J H
PROJECT SITES
G-701 PROJECT SLIDE
PROJECT SLIDEG-702
C-101
C-102
A-001
A-002
A-003
A-004
A-101
G-004 DRAWING INDEX CONTINUATION
H1, H3
(H1, H3)
MACDILL AFB, FL 33621
HANGAR LOOP DR
ARCHITECTURAL SPECIFICATIONS
ARCHITECTURAL SPECIFICATIONS
ARCHITECTURAL SPECIFICATIONS
ARCHITECTURAL SPECIFICATIONS
EXISTING FLOOR PLAN - HANGAR 1
DEFICIENCIES - PHASE 1
REPAIR (SUS) H1 CORROSION CONTROL
M A
R
13 MAR 14
HANGAR 1 SITE PLAN
HANGAR 3 SITE PLAN
A-102 EXISTING FLOOR PLAN - HANGAR 3
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
C D I L
L
B A Y S H
O R E
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
G .d g n
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IT
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IT
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S H
T S .t b l
.0 in
GOLF COURSE AVE
O
N G
H O
R N
T L
M A R I N A
B A Y
D R
McCLELLAND AVE
B A
Y S
H O
B
V D
GOLF COURSE AVE
M A
R I
N
Y
D
B A
Y S
H O R E
B L
V D
T A
M P A
P O I
T
V D
S T A F F
C I R C L E
H A N G A R
L O O P
D R
BAYSHORE BLVD
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
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
R
H
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
D
S T
M A R I N A
B A Y
D R
N I G H T H A
W K
P L
E
P L
H I L L S B O R O U G H
L O O P
D R
S E C O R D
A V E
G
P L
M A R I N A
B A Y
D R
C E N T C O
M
A V E
C O N D O R
S T
RACCOON
C R E E K
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
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
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
D
S T
M A
C D I
V E
SEA SWALLOW AVE
MACDILL GATE
M A
C D I
E
NORTH BOUNDARY BLVD
BAYSHORE GATE
S O U T H
B O U N D A R Y
B L V D
ZEMKE AVE
S T A F F
C I R C L E
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
EMERGENCY DR
C H I
N O
O K
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
PAD, POWER CHECK WITH
NOISE SUPPRESORS (2 EA)
SOUTHSHORE AVE
GOLF COURSE AVE
N O
R
G
L F
C
O U
R S E
S T
63I
63A
63C
63D
63F
63G
SMALL ARMS
RANGE
IRRIGATION FIELD No. 2
IRRIGATION FIELD No. 4
811 810 809
812 813 814
819820
830831832838840
833837849
704A 947 1242
S O U T H
A P R O N
SAND
FILTER
10721080
26 25
14 7
502 504 503
501B
WASHRACK
POOL
P/A
P/A
MANGROVE SWAMP
P/A
E N L I S T
W
Y
CHEVRON PARK DR.
EAGLE PARK
P/A
P/A
767702
501C
POND
EFFLUENT
FIRST
T A X I
W
A X I
W
A
X I
W
TAXI
WAY
G
T A X I
W A Y
G
TAXIWAY D
T A
X I
W A
Y
J
TAXIWAY K TAXIWAY K TAXIWAY K
T A X I
W A Y
L
FIELD
SOCCER
HANGAR LOOP DR
P/A
84018402
19061908
1807 1805
C H I
N O
O K
S T
FAC 900
ANNEX
CAMP
FAM
63H
2014 2015
POND
EFFLUENT STORAGE
WET WEATHER
NO LONGER USED
OLD IRRIGATION FIELD
W E S
U N
D A
R Y
S T
LEVITOW ST
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
MOBILITY LN
SCALE
1907/09
1903/05
1908/10
1904/06 1840/42
1836/38 1832/34
1828/30
1837/39 1825/27
1841/43
1821/23
1809/11
1805/07
1804/06
1609/11
1613/15
1617/19
1621/23
1625/27
1705/07
1737/39 1733/35
1729/31 1725/27
1721/23
1717/19
1713/15
1709/11
1610/12
1620/22 1624/26
1634/36
1708/10
1736/38
1829/31
1819/21 1815/17
1811/13
1810/121814/161818/20
2401/03
2402/04
2405/07
2409/11
2413/15
2417/19
2406/08
BILLY MITCHELL LOOP
T A
N K
Y
/30
1732/34
/16
MITCHELL PARK
PARK 999
WATER TWR
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
CENTER PIER
DAVIS CONFERENCE
501A
TAXIWAY E
CENTCOM AVE
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
E
P/A
P/A
287286
506E
B I
R D
B A T
H T
A X I
W A
Y
P
C L
O S E
D
CHECK
PAD, POWER
63J
T
T
T
T
T
T
T
T
T
T
O L E
A N
D E
R
P L
DOCK
LOADING807
P/A
MARAUDER DR
CONSTELLATION BLVDATLAS AVE
THUNDERJET PL
W A
R R I
Y
F O R T R E S S
D R
20032005
8518/20
8524/26
8530/32
8534/36
8540/42 85448538
ROY HODE CT
8426/28
8422/24
8416/18
8410/12
8406/08
TAMPA POINT BLVD
C H I
F
I
C
P H A N T O
M
D R
FAC 898
PARK
HAWK
FAC 1183
NORTH GOLF COURSE
FAC 1193
SOUTH GOLF COURSE
P/A
501D
501E
SUPPORT FACILITY
FUTURE MISSION
GOLF COURSE ACCESS RD
STRATOTANKER 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
E
GREAT E
GRET AVE
P/A
F L O R I D A
K E Y S
A V E
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
O R I D A
K E Y S
A V E
ZONE 7
JSOU
FUTURE
FACILITY
SCREENING
POSTAL
FUTURE
F O
R T
R E
PANAMA CANAL CT
RENNER CT
CIR
PITSENBARGER
HERITAGE PARK
BOYD CT
CABBAGE CT
OKINAWA CT
OKINAWA CT
ESTHER BLAKE CT
POOL
8422/20
8426/24
8430/28
8476/78
8480/82
2010 2012 2014
8504/06
8520/22
8516/18
1912/14
1918/20
1922/24
1921/23
2035/37
2047/49
1915/171903/05
2059/61
2053/55
2041/43
1911/13
1907/09 2015/17
2011/13 2007/09
1941/43
1944/46
1948/50
1952/54
1956/58
1960/62
1976/78
1972/74
1968/70
1964/661955/57
1959/61
1951/53
2008/10
2012/14
2016/18 2004/06
2008/10
2012/142011/13
2016/18
2021/23
2029/31
2020/2022
2025/27 2045/47
2041/43 2037/39
2033/35
2059/61
2060/62
2056/58
2052/54 2044/46
2038/40
2034/36
2051/53
2055/57
2030/32
2024/26
P/A
P/A
P/A
SAINT PETERSBURG
L O O P
1037 1033
TAMPA
POI
NT
BLVD
LUZON
DR
BASEBALL
LITTLE LEAGUE
TRACK
RUNNING
FIELD
FOOTBALL
FIELD
SOCCER
SENTRY POINT
2029/2027
8442/2031 2023/2021
2026/2024
2030/2028
8468/2032
CUP
FUTURE
SOD-C
FUTURE
T A
M
I
V D
ABBREVIATIONS
A B
B R
E V I
A T I
O N
S
H A
U
U
D
HAUL ROUTE
RE
V
G d g n
N
N O
R T
H
M A
G
G-002
OUTBOUND VEHICLES
ROUTE FOR ALL
IN NON-COMMERCIAL VEHICLES
INBOUND HAUL ROUTE FOR CONTRACTOR LABOR
COMMERCIAL VEHICLES
INBOUND HAUL ROUTE FOR
INTERBAY
AVE.
T A
N K
Y
M A
N H
A T T
E
T
IT
L E
S H
T S .T
B 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 H
M O
N
(H1, H3)
PROJECT SITES
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
O .p lt c f g
O
P lo t t in g
U s t a
V i\
P e n t a b s
T
IT
L E
S H
T S .t b l
.0 in
C A e a d e r
S I
Z
A W I
N G
R E
D U
C E
D
I T x
A N
A W I
N G
I.D.
Facility
M A
C D I
R
S
O R I
D A
Sheet No.
V
G I
N E
Q
U A
D R
O N
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
D r a w y
D e s i g n d
A p p r o v
R e v i e w
M a r k A p p r
O
D R
A W
IN
G S
P r o j e c t N u m b e r
G .d g n
:4
62Sheet of
P R
O J
E
D E
SI
IL
D
SO
L
IC
IT
A T
IO
N
A P P R
O V E D
D
O C
U M
E N
T S
F O R
J
N R
Y
H1, H3
C O
N T
R
F I
C I
E N
C I
E S
P H
A
E
P A I
R
S U
R R
O S I
O N
R
RE
G d g n
A
M B
O
G E
N D
G E
N E
R
T
X X
ELEVATION SYMBOL
SECTION SYMBOL
SECTION LETTER
DETAIL NUMBER
DETAIL SYMBOL
CUTTING PLANE (TYP.)
INDICATES DIRECTION OF
ELEVATION LETTER
X X
X X
SYMBOLS LEGEND
SHEET NUMBER WHERE SHOWN
SHEET NUMBER WHERE SHOWN
SHEET NUMBER WHERE SHOWN
SHEET NUMBER REFERENCED FROM
SHEET NUMBER REFERENCED FROM
SHEET NUMBER REFERENCED FROM
GENERAL NOTES (CONT.)
GENERAL NOTES
SCHEMATIC DESIGN:
ROOM NUMBER/NAME
OFFICE
TITLE
DETAIL TITLE
SECTION/
ELEVATION/
SHEET NUMBER WHERE SHOWN
PLAN NUMBER
ENLARGED PLAN SYMBOL
SHEET NUMBER REFERENCED FROM
ABANDONED MONITORING WELL
ACTIVE MONITORING WELL
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
OF WHATSOEVER NATURE AND KIND, ARISING FROM OR ON ACCOUNT OF THE USE OF THIS CONCEPT DESIGN.
INCURRED OR PAID, ARISING OUT OF, OR ON ACCOUNT OF ANY ERRORS OR OMISSIONS, OR ANY OTHER DAMAGES
LIABILITIES, CLAIMS, OBLIGATIONS, JUDGEMENTS, SUITS, COSTS, DAMAGES, EXPENSES, ATTORNEYS’ FEES, GOVERNMENT, AKIMA, IT’S SUBCONTRACTORS, REPRESENTATIVES, OFFICERS, AND EMPLOYEES FROM ANY AND ALL
MATION SHOWN ON THESE PLANS. THE CONTRACTOR DOES HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS THE
THE GOVERNMENT, AKIMA, AND IT’S SUBCONTRACTORS HAVE NO LIABILITY OR RESPONSIBILITY FOR THE INFOR-
FEATURES MUST BE PERFORMED PRIOR TO CONSTRUCTION START.
THESE PLANS ARE NOT DETAILED FINAL DESIGNS. FIELD VERIFICATION OF ALL EXISTING UTILITIES AND
THE INFORMATION CONTAINED IN THESE PLANS IS SCHEMATIC AND BASED ON AVAILABLE AS-BUILT INFORMATION.
G-003
1ENLARGED PLAN
MDXX-XXXX
MDXX-XXXX
X-XXX X-401
MW
MW
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.
DISCOVERY.
ANY SUCH CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION, IN WRITING, OF THE GOVERNMENT IMMEDIATELY UPON
OR DO NOT AGREE CONSISTENTLY, THE BETTER, GREATER, LARGER QUANTITY OR HIGHER QUALITY SHALL BE PROVIDED.
10. IF MATERIALS, QUANTITIES, SIZES, GRADES, STRENGTHS CALLED FOR WITHIN THESE DOCUMENTS ARE IN CONFLICT
LABELS WHEN APPLICABLE.
9. UNLESS SPECIFIED OTHERWISE, ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND SHALL BEAR UNDERWRITERS
BRIS MUST BE PROPERLY DISPOSED OF OFF SITE.
CADE, WEATHERPROOF, SECURE THE PROJECT AS WELL AS PERFORM DAILY CLEAN-UP. ALL CONSTRUCTION RELATED DE-
8. THE CONTRACTOR MUST TAKE ALL NECESSARY STEPS THROUGHOUT THE DURATION OF THE PROJECT TO PROPERLY BARRI-
CONFLICTS, DELAYS AND REWORK.
PROPER MANPOWER, PROPER SURFACE PREPARATION FOR THE VARIOUS FINISHES AND MATERIALS, THEREBY MINIMIZING
CONTRACTOR. IN ORDER TO ENSURE PROPER SEQUENCING, PROPER TEMPORARY MEASURES, PROPER SUPPORT FRAMING,
7. ALL TRADES / WORKERS ARE EXPECTED TO COORDINATE THEIR WORK WITH THE OTHER TRADES / WORKERS THROUGH THE
BY THE CONTRACTOR, UNLESS SPECIFICALLY EXCLUDED.
AND / OR CUSTOMARILY REQUIRED FOR A PROJECT OF THIS SIZE AND TYPE WILL BE ASSUMED TO HAVE BEEN INCLUDED
6. THOSE ITEMS REASONABLY INFERRED BY THESE DOCUMENTS, READILY APPARENT BY A THOROUGH SITE INSPECTION
TO RESULT IN A COMPREHENSIVE, COMPLETE, FUNCTIONING AND FINISHED PROJECT.
CIPLINE AND CONTROL, SCHEDULING, EQUIPMENT, MATERIALS, SAFETY PROCEDURES, MEANS AND METHODS REQUIRED
CAPABLE OF PROVIDING THE FINAL DESIGN, AND LABOR, SUPERVISION, INSURANCES, COORDINATION, WORKER DIS-
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.
NEED TO BE ADJUSTED AS NECESSARY TO RESULT IN PROPER POSITIONING WITH RELATION TO EXISTING CONDITIONS
COMINGS IN THE BIDS FROM THOSE ENTITIES UPON WHICH THEY WILL RELY TO PERFORM THE WORK. NEW WORK WILL
WILL BE EXPECTED TO ENSURE THE COMPREHENSIVENESS OF THEIR BID AND TO ACCOUNT FOR ANY LACK, OR SHORT-
ORDER TO RESULT IN A COMPLETE, WEATHER PROOF, FULLY FUNCTIONING, FINISHED PROJECT. THE CONTRACTOR
BE EXTENSIVE ENOUGH TO PROPERLY EVALUATE THE EXTENT OF WORK NECESSARY AND TO PERFORM THE WORK IN
THE EXPERIENCE AND CONSTRUCTION KNOWLEDGE OF THE CONTRACTOR, DESIGNERS, AND JOBSITE PERSONNEL MUST
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, REGULATIONS AND ALL RELATED/ REFERENCED DOCUMENTS.
DER THE REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE, D.O.D. UFC’S, APPLICABLE GOVERNMENT
3. THE PROJECT IS LOCATED WITHIN THE JURISDICTION OF MACDILL AIR FORCE BASE, TAMPA, FL. AND FALLS UN-
SURED, EXPERIENCED AND QUALIFIED TO PERFORM ITS RESPECTIVE DUTIES.
SUBCONTRACTORS ARE FULLY INFORMED. THE CONTRACTOR HEREBY WARRANTS THAT ITS PROPERLY LICENSED, IN-
REQUIREMENTS OF THESE DOCUMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL OF IT’S
BE THEIR RESPONSIBILITY TO ENSURE THAT EACH OF THEIR BIDS IS IN COMPLIANCE AND AGREEMENT WITH THE
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
J
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Sheet No.
V
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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
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A T
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A P P R
O V E D
D
O C
U M
E N
T S
F O R
N R
Y
H1, H3
C O
N T
R
F I
C I
E N
C I
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P H
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P A I
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G-004
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Sheet Description
Drawing Index
Sheet No. Sheet Description
Drawing Index
Sheet No.
M-001
M-002
M-101
M-102
MECHANICAL SPECIFICATIONS
MECHANICAL SPECIFICATIONS
ELECTRICAL SPECIFICATIONS
ELECTRICAL SPECIFICATIONSE-002
E-100
E-101
ELECTRICAL SYMBOL LEGEND
N R
Y
MECHANICAL SPECIFICATIONS
MECHANICAL SPECIFICATIONS
M-003 MECHANICAL SPECIFICATIONS
M-004
M-005
E-102
A-401
A-402
A-403
A-404
A-405
A-406
A-407
A-408
A-901 PROJECT PHOTOS
A-902 PROJECT PHOTOS
A-903 PROJECT PHOTOS
A-904 PROJECT PHOTOS
A-905 PROJECT PHOTOS
A-906 PROJECT PHOTOS
A-907 PROJECT PHOTOS
A-908 PROJECT PHOTOS
A-909 PROJECT PHOTOS
A-910 PROJECT PHOTOS
A-911 PROJECT PHOTOS
A-912 PROJECT PHOTOS
A-201 INTERIOR ELEVATIONS AND SECTIONS
E-401
E-402
E-403
E-404
E-405
E-406
E-407
M-401
M-402
M-403
M-404
P-001 PLUMBING SPECIFICATIONS
P-002 PLUMBING SPECIFICATIONS
P-101
P-401
E-001
ENLARGED DEMO FLOOR PLAN - HANGAR 3(ABANDONED SPACE)
ENLARGED DEMO FLOOR PLAN - HANGAR 1(E&E OFFICES)
ENLARGED DEMO FLOOR PLAN - HANGAR 1(E&E BATTERY)
ENLARGED DEMO FLOOR PLAN-HANGAR 1(WASHRACK OFFICES)
ENLARGED FLOOR PLAN - HANGAR 3(NEW E&E OFFICES)
ENLARGED FLOOR PLAN - HANGAR 1(NEW WASHRACK OFFICES)
ENLARGED FLOOR PLAN - HANGAR 1(NEW FIBERGLASS SHOP)
ENLARGED DEMO FLOOR PLAN - HANGAR 1(FIBERGLASS SHOP)
OVERALL PLUMBING PLAN - HANGAR 3
ENLARGED PLUMBING PLAN - HANGAR 3
OVERALL HVAC PLAN - HANGAR 1
OVERALL HVAC PLAN - HANGAR 3
ENLARGED DEMO HVAC PLAN - HANGAR 3(ABANDONED SPACE)
ENLARGED HVAC PLAN - HANGAR 3(NEW E&E OFFICES)
ENLARGED HVAC PLAN - HANGAR 1(NEW WASHRACK OFFICES)
ENLARGED HVAC PLAN - HANGAR (NEW FIBERGLASS SHOP)
OVERALL ELECTRICAL PLAN - HANGAR 1
OVERALL ELECTRICAL PLAN - HANGAR 3
ENLARGED DEMO ELEC. PLAN-HANGAR 3(ABANDONED SPACE)
ENLARGED DEMO ELECTRICAL PLAN-HANGAR 1(E&E OFFICES)
ENLARGED DEMO ELECTRICAL PLAN-HANGAR 1(E&E BATTERY)
ENLARGED DEMO ELEC. PLAN-HANGAR 1(FIBERGLASS SHOP)
ENLARGED ELECTRICAL PLAN - HANGAR 3(NEW E&E OFFICES)
ENLARGED ELEC. PLAN - HANGAR 1(NEW WASHRACK OFFICES)
ENLARGED ELEC. PLAN - HANGAR 1(NEW FIBERGLASS SHOP)
DN
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R E
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D
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A N
A W I
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I.D.
Facility
M A
C D I
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S
O R I
D A
Sheet No.
V
G I
N E
U A
D R
O N
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
O
D R
A W
IN
G S
P r o j e c t N u m b e r
G .d g n
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62Sheet of
P R
O J
E
D E
SI
IL
D
SO
L
IC
IT
A T
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N
A P P R
O V E D
D
O C
U M
E N
T S
F O R
N R
Y
H1, H3
C O
N T
R
F I
C I
E N
C I
E S
P H
A
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P A I
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S U
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O S I
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REF TO SHEET A-101
FOR ACCURATE LAYOUT
HVAC
EXISTING
TOOL ROOM
RE
V
G d g n
J H
G-701
M O
N
N R
Y
P R
O J
E
I
D E
1KEYNOTES:
HANGAR 1
NUMBERS/ NAMES MAY VARY.
INCLUDED FOR ESTIMATING PURPOSES. ACTUAL ROOM
ARE SO NOTED. ADDITIONAL DETAILED DRAWINGS ARE
ITEMS WHICH ARE INCLUDED IN THIS PHASE 1 PROJECT
OVERALL CONCEPT OF THE CORROSION CONTROL PROJECT.
NOTE: THIS GENERAL ’BLOCK’ DRAWING IS FOR THE
RELOCATED TO E&E BATTERY SHOP, H1.
THIS AREA FUNCTION & PERSONNEL TO BE
RELOCATED TO E&E OFFICE AREA, H1.
THIS OFFICE AREA PERSONNEL TO BE
AS PER DRAWING A-101.
THIS AREA WILL BE RELOCATED TO H3
NO WORK FOR THIS PROJECT.
AND E&E FUNCTIONS ARE RELOCATED TO HANGAR 3.
THE HANGAR 3 WORK IS COMPLETED, ACCEPTED,
NOTE: WORK IN THIS HANGAR CANNOT BEGIN UNTIL
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Facility
M A
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S
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Sheet No.
V
G I
N E
U A
D R
O N
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
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O V E D
D
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T S
F O R
N R
Y
H1, H3
C O
N T
R
F I
C I
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C I
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P H
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P A I
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S U
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O S I
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R
G d g n
J H
G-702
M O
N
N R
Y
P R
O J
E
I
D E
KEYNOTES:
SEE SHEET A-102.
IN ORDER TO HOUSE THE E&E FUNCTIONS FROM HANGAR 1.
THIS AREA IN HANGAR 3 WILL BE RENOVATED/RECONFIGURED
HANGAR 3
NUMBERS/ NAMES MAY VARY.
INCLUDED FOR ESTIMATING PURPOSES. ACTUAL ROOM
ARE SO NOTED. ADDITIONAL DETAILED DRAWINGS ARE
ITEMS WHICH ARE INCLUDED IN THIS PHASE 1 PROJECT
OVERALL CONCEPT OF THE CORROSION CONTROL PROJECT.
NOTE: THIS GENERAL ’BLOCK’ DRAWING IS FOR THE
NOTE: THIS WORK MUST BE COMPLETED, ACCEPTED, AND OCCUPIED BEFORE HANGAR 1 WORK CAN START.
DN
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Facility
M A
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Sheet No.
V
G I
N E
U A
D R
O N
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
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A p p r o v
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D
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F O R
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H1, H3
C O
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F I
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C I
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P H
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P A I
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S U
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O S I
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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
E A G L E
S T A F F
C T
A P R O N
A C C E S S
R D
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
U P
U P
U P
U P
M E C H
S T A I R S
F L O O R
A R E A
M A I N T E N A N C E
S T O C K
M E C H
H A L L
S T A I R S
C O
M P U T E R
N C O I C
B R E A K
R O O
M
S T A I R S
S T O R A G E
P A I N T
S T O R A G E
E Q U I P
M E N T
H A L L
O F F I C E
O F F I C E
S T O R A G E
R O O
M T O O L
P A R T S
S H O P
P A R A C H U T E
H A L L
MECH
C O
S T A I R S
I N S P E C T I O N
L I F E
R A F T
S T O R A G E
B R E A K1
R O O
M E L E C
M E N
W O
M E N
M E N
W O
M E N
E L E C
M E C H
F I B E R G L A S S
S H O P
O F F I C E
O F F I C E
C O
A R E A
P A I N T
B O O T H
RE
V
C d g n
J H
M O
N
N R
Y
C-101
N
N O
R T
H
M A
G
0 100100
FEET
KEYNOTES:
X X1
FLIGHTLINE FENCE
H A
N G
A
A N
SCALE: 1"= 100’
HANGAR 1 SITE PLAN
IS PER MACDILL STANDARDS.
FENCING, GATES, AND SO FORTH
OCCUPIED BY THE E&E FUNCTIONS.
COMPLETE, ACCEPTED, AND
UNTIL THE WORK IN H3 IS
STAGING AREA CANNOT BE SETUP
BEGINNING OF WORK. THIS
USER BY CONTRACTOR PRIOR TO
AREA. MUST BE VERIFIED WITH
PROPOSED CONSTRUCTION STAGING
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A W I
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I.D.
Facility
M A
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O R I
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Sheet No.
V
G I
N E
U A
D R
O N
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
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D
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F O R
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Y
H1, H3
C O
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R
F I
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C I
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P H
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P A I
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S U
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O S I
O N
R
G L E
S T A F F
C T
H E R O N
P L
H A N G A R
L O O P
D R I V E
OPERATIONS CT
MACHINE SHOP CT
14 7
42 27
OFFICE
STOR
MEN
ENTRY
CORRIDOR
STOR
OFFICE OFFICE OFFICE
OFFICE OFFICE
CORRIDOR
BREAKROOM
STOR
OFFICE
OFFICE
MECH
STOR
STOR
ENTRY
STOR
ENTRY
STOR
ENTRY
BREAKROOM/LOUNGE
WORKSHOP
WORKSHOP
WORKSHOP
MECHOFFICE
OFFICE
OFFICE
OFFICE
OFFICE
TELE
WORKSHOP
WORKSHOP
GENREATOR ROOM
MECH
STOR
OFFICE
CORRIDOR
ENTRY
STOR
OFFICEOFFICE
COMPUTER
OFFICE
WEATHER OFFICE
ENTRY
OPS RECEPTION
WEATHER OFFICE
STOR
STOR
STOR
STOR
OPS LOUNGE
KITCHENETTE
OFFICE
OFFICEOFFICE
OFFICEOFFICE
MEN
WOMEN
CORRIDOR
WOMEN
STOR
MEN
ENTRY
DV LOUNGE
OFFICE
UP
MECH
UP
UPUP
UP
WH
ROOM
AIR COMPRESSOR
KITCHEN
WOMEN
RE
V
J H
M O
N
N R
Y
N
N O
R T
H
M A
G
0 100100
FEET
SCALE: 1"= 100’
H3 SITE PLAN
C-102
A N
C d g n
KEYNOTES:
FLIGHTLINE FENCEX X1
IS PER MACDILL STANDARDS.
FENCING, GATES, AND SO FORTH
WORK MUST OCCUR BEFORE H1 WORK.
BEGINNING OF WORK. THIS H3
USER BY CONTRACTOR PRIOR TO
AREA. MUST BE VERIFIED WITH
PROPOSED CONSTRUCTION STAGING
DN
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S I
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D
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A N
A W I
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I.D.
Facility
M A
C D I
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S
O R I
D A
Sheet No.
V
G I
N E
U A
D R
O N
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
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D E
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A T
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A P P R
O V E D
D
O C
U M
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T S
F O R
N R
Y
H1, H3
C O
N T
R
F I
C I
E N
C I
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P H
A
E
P A I
R
S U
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O S I
O N
R
A d g n
A-001
M O
N
ARCHITECTURAL SPECIFICATIONS:
S P
E C I
F I
C A
T I
O N
S
A R
C H I
T E
C T
U R
A L
J H
N R
Y
DN
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D
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A N
A W I
N G
I.D.
Facility
M A
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S
O R I
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Sheet No.
V
G I
N E
U A
D R
O N
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
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A P P R
O V E D
D
O C
U M
E N
T S
F O R
N R
Y
H1, H3
C O
N T
R
F I
C I
E N
C I
E S
P H
A
E
P A I
R
S U
R R
O S I
O N
R
2. LOCATE AS PER ADA WITH THE TOP AT 48 INCHES.
4-A:60-B:C EXTINGUISHERS.
1. NEW FIRE EXTINGUISHER TO BE TRI CLASS ABC DRY CHEMICAL,
SECTION 10 44 FIRE EXTINGUISHERS AND CABINETS
CORNER GUARDS BEGIN ABOVE THE WALL BASE MATERIAL.
STEEL AND SHALL COVER ALL CORNERS AND END WALL CONDITIONS.
2. CORNER GUARDS SHALL BE SIX FOOT 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 10 26 WALL AND CORNER GUARDS
NAME INSERTION.
THAN ONE OCCUPANT SHALL HAVE SIGNS WITH 5 ONE INCH SLOTS FOR
WITH "ROOM NAME" 1 INCH LETTERING. COLOR TBD. AREAS WITH MORE
INTERIOR PHOTOPOLYMER, OGEE EDGE, 4 INCHES HIGH X 8 INCHES WIDE
2. INTERIOR SIGNS IDENTIFYING OFFICE, STORAGE AND COMM SHALL BE
INC, (WWW.SCOTTSIGNS.COM).
1. IDENTIFICATION SIGNAGE SHALL BE A PRODUCT OF SCOTT SIGN SYSTEMS
SECTION 10 13 PLASTIC SIGNS
DIVISION 10 - SPECIALTIES
ECO-EJF ULTRA COLOR T.B.D.
THREE MIL SYSTEM TOP LAYER WITH COLOR T.B.D. JOINTS TO BE FILLED WITH
ECO-MPE 20 MIL SYSTEM MIDDLE LAYER WITH COLOR T.B.D.; ECO-HTS 100
OF PROPERLY PREPARED SUBSTRATE; ECO-MVR 15 MIL SYSTEM FIRST LAYER;
7. THE BASIS OF DESIGN (SUBJECT TO 1 ABOVE): TENNANT COATINGS; CONSISTING
COVERAGE.
COATING: SLAB TESTING, SLAB PREP, MATERIALS, APPLICATION AND WARRANTY
6. THE GOVERNMENT EXPECTS A TOTALLY "TURNKEY" PROCESS FOR THE FLOOR
5. THE INSTALLERS MUST BE AUTHORIZED BY THE SPECIFIED COATING MANUFACTURER.
COATING MANUFACTURER AS AN AUTHORIZED CONTRACTOR / APPLICATOR.
MUST BE PERFORMED BY INDEPENDENT COMPANY APPROVED BY THE SPECIFIED
4. PROPER ON SITE TESTING OF THE CONCRETE PRIOR TO COATING APPLICATION
FOR EXCESSIVE MOISTURE VAPOR AS WELL AS UNACCEPTABLE PH READINGS.
3. THIS SPEC ASSUMES THAT THE CONCRETE SLAB MUST BE PROPERLY TREATED
MUST BE FOLLOWED.
2. ALL MANUFACTURERS SPECIFIC INSTALLATION AND PREPARATION INSTRUCTIONS
BATTERY ROOM CHEMICALS.
SPECIAL CAUTION FOR RM 161, BATTERY, MUST BE ABLE TO WITHSTAND
1. INTERIOR CONCRETE FLOOR SLAB TO BE COATED AS DESCRIBED HEREIN.
106, 161)
SECTION 09 96 INT. HIGH PERFORMANCE COATINGS (ROOMS 102, 103, 104, 105,
COLOR T.B.D. THIS APPLICATION TO BE FOR CEMENTITIOUS MATERIAL.
BRUSH ONLY MINIMUM OVER PROPERLY PREP’D AND PRIMED SUBSTRATE
P3 DULUX PROFESSIONAL EXTERIOR ACRYLIC LOW SHEEN - 3 COATS,
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. (GYPSUM BOARD)
MINIMUM OVER PROPERLY PREP’D AND PRIMED SUBSTRATE -
P1 DULUX PROFESSIONAL ACRYLIC SEMI-GLOSS - 3 COATS, BRUSH,
FOR ALL PAINTS/COLORS)
4. PAINT CATEGORIES ARE LISTED BELOW: (DRAW DOWNS TO BE SUBMITTED
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, OR CURRENT EQUAL.
1. NEW PAINTS AND COATINGS SHALL BE AS MANUFACTURED BY ICI PAINTS
SECTION 09 91 PAINT
FINISHES.
VINYL BASE COLORS WILL BE REQUIRED DEPENDING ON FLOOR/WALL
ROOM 106 TO BE TILE COVE BASE, 6" HIGH. SEVERAL DIFFERENT
COVE BASE, COLOR T.B.D. ALL GYPSUM BOARD WALLS, BASE AT
3. 6" VINYL BASE THROUGHOUT, TO BE JOHNSONITE, 1/8" GAUGE,
OTHWERWISE.
2. V.C.T. ALL ROOMS EXCEPT AS SPECIFICALLY DESIGNATED
STRIPS AT ALL TRANSITIONS.
REQUIREMENTS. FURNISH AND INSTALL COORDINATED TRANSITION
SPECIFIC ROOM. IN STRICT ACCORDANCE WITH MANUFACTURERS
12X12. SEVERAL DIFFERENT COLORS WILL BE USED, DEPENDING ON
1. ALL V.C.T. TO BE ARMSTRONG STANDARD EXCELON, 1/8" THICK,
SECTION 09 65 RESILIENT FLOORING AND VINYL BASE
2. ACCESS DOORS THROUGH CEILING AS PER SECTION 08-31.
PAINT.
MAX. SUSPENDED FROM STRUCTURE ABOVE. LEVEL 5 FINISH, ENAMEL
1. 5/8" DENS GLASS ON 6", 24GA. STEEL JOISTS AT 16" ON CENTER,
CEILING TYPE GYP 1 (ROOM 106 & 161)
ARMSTRONG, PRELUDE XL, 1 5/16 INCH EXPOSED TEE.
CLASSIFICATION TYPE III, FORM 2, PATTERN CE; WHITE IN WHITE,
1. ARMSTRONG CORTEGA; 24" X 24’ X 5/8"; SQUARE EDGE; ASTM 1264
CEILING TYPE ACT 1 (UTILITY, OFFICE, COMM)
3. INSTALL HOLD DOWN CLIPS AS NOTED.
CENTERED WITHIN ROOM.
PENETRATIONS SHALL BE CENTERED IN TILES; SYSTEM SHALL BE
2. TILES SHALL BE SNUG TO GRID; GRID SHALL BE SQUARE AND LEVEL;
SIZE AS NEEDED TO ACHIEVE THIS REQUIREMENT)
VERTICAL, 4 DEGREES. (USE STEEL CROSS MEMBERS OF APPROPRIATE
BE PLUMB TO WITHIN 1 INCH HORIZONTAL FOR EACH 12 INCHES
BE SUPPORTED INDEPENDENTLY OF CEILING GRID; SUPPORT WIRE SHALL
636-96, EXCEPT THAT: LAY-IN LIGHT FIXTURES AND HVAC GRILLS WILL
THE PARTICULAR MANUFACTURERS SPECIFICATIONS AS WELL AS ASTM C
1. CEILING SYSTEM SHALL BE INSTALLED IN STRICT COMPLIANCE WITH
SECTION 09 53 SUSPENDED CEILING SYSTEMS
4. ALL GROUT WILL TYPICALLY BE LATICRETE SPECTRALOCK. COLOR T.B.D.
TERRA ANTICA, CELESTE/GRIG10 TA04.
3. ROOM 166 FLOOR TILE TO BE DALTILE: THROUGH BODY 12X12 PORCELAIN,
HANDBOOK.
2. ALL TILE WORK SHALL COMPLY WITH THE LATEST TCNA INSTALLATION
MEMBERS OF THE TILE COUNCIL OF NORTH AMERICA.
1. ALL TILE WORK SHALL BE PERFORMED ONLY BY COMPANIES THAT ARE
SECTION 09 30 TILE, CERAMIC/PORCELAIN
1-1/2" STEEL FURRING CHANNELS AT 16" O.C. MAX.
3-5/8" 24GA. STEEL STUDS AT 16" O.C. MAX. OR 24GA., GALV,
5. ALL VERTICAL GYPSUM BOARD IS TYPICALLY 5/8" THICK MATERIAL ON
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 09 29 GYPSUM BOARD
DIVISION 09 - FINISHES
LOCKSMITH AND THE USER.
REQUIREMENTS) ALL KEYING MUST BE COORDINATED THROUGH THE BASE
(NO EXCEPTIONS, NO ALTERNATIVES DUE TO BASE STANDARD
1. ALL LOCKSETS SHALL BE AS MANUFACTURED BY BEST LOCK CORPORATION.
SECTION 08 71 FINISH HARDWARE
EXACT SPACING T.B.D.
6 ACCESS DOORS EACH FOR ACCESS TO SPACE ABOVE GYSUM BOARD CEILING.
TO BE PROVIDED AT RATED ASSEMBLIES. ROOMS 106 & 161 SHALL RECEIVE
COLOR TO MATCH CEILING; FLUSH KEYED LATCH; 24"x 24". RATED DOORS
DOOR; G90 GALVANIZED STEEL WITH BAKED ON ELECTROSTATIC POWDER COAT,
MILCOR, STANDARD FLUSH DOOR. STYLE DW: 16 GAUGE FRAME; 14 GAUGE
1. ACCESS DOORS/ PANELS BASIS OF DESIGN SHALL BE AS MANUFACTURED BY
SECTION 08 - 31 ACCESS DOORS/ PANELS
FUNCTION (A,B,G,I)
11. DOOR 7: NEW INTERIOR DOUBLE DOORS & FRAME, 3/0, 3/0, 7/0. STOREROOM
(A,B,E,J)
10. DOOR 6: NEW INTERIOR DOOR & FRAME, 3/0, 7/0. OFFICE FUNCTION.
(A,B,E,J)
9. DOOR 5: NEW INTERIOR DOOR & FRAME, 3/0, 7/0. PRIVACY FUNCTION.
(A,B,C)
8. DOOR 4: NEW INTERIOR DOOR, DOOR & FRAME 3/0, 7/0. STORE ROOM FUNCTION.
FUNCTION.(A,B,C,E,F,J)
7. DOOR 3: NEW INSULATED INTERIOR DOOR & FRAME, 3/0, 7/0. OFFICE LATCH
FUNCTION (A,B,C,D,F,G,I,J)
N.O.A. FULL WEATHER GASKETS, PANIC HARDWARE BAR. (CDX-09) ENTRANCE
6. DOOR 2: NEW INSULATED EXTERIOR DOOR AND FRAME 3/6, 3/6, 7/0. MIAMI-DADE
FUNCTION (A,B,C,D,F,J)
RATED FULL WEATHER GASKETS, PANIC HARDWARE BAR. (CDX-09) ENTRANCE
5. DOOR 1: NEW INSULATED EXTERIOR DOOR AND FRAME 3/0, 7/0. APPROPRIATELY
J) VIEW WINDOW: 3" WIDE X 30" HIGH WITH APPROPRIATE GLAZING.
I) ASTRAGAL: PEMKO 355PWS. PREP AND PAINT CORRECT COLOR AT JOB SITE.
H) DOOR VIEWER: HAGER 1756, 200 DEGREE
G) LEVER EXTENSION FLUSH BOLT: HAGER 282D, US26D.
F) CLOSER: LCN 4041 (NO MOUNTS ON EXTERIOR OF BUILDING).
E) AUTOMATIC DOOR BOTTOM: PEMKO 411RL, FULL MORTISE, DROP DOWN SEAL.
D) THRESHOLD: PEMKO 2005AT 9HAS GASKET AND PANIC STYLE RISE).
4 SIDES, COUNTER SUNK HOLES.
C) ARMOR PLATE: HAGER 34-INCH HIGH, .062 STAINLESS STEEL, BEVEL
B) FRAME GASKETING: PEMKO S88, CLEAR.
4-1/2 x 4-1/2, STAINLESS STEEL W/ SS NRP PIN, 32D FINISH.
A) HINGES: 1-1/2 PAIR PER DOOR LEAF, FULL MORTISE, HAGER BB 1191,
NUMBER BELOW)
(THE ANTICIPATED HARDWARE FOR EACH DOOR IS INDICATED AT EACH DOOR
4. SOME LIMITED HARDWARE IS LISTED BELOW BUT LIST IS NOT ALL INCLUSIVE.
B) ALL LEVER HANDLES TO BE STAINLESS STEEL BASE MATERIAL.
VERIFIED BY USER.
SEPARATE KEYING IS REQUIRED FOR ALL LOCKABLE DOORS AS TO BE
& BASE LOCKSMITH. INITIAL KEYING REQUIREMENTS ARE SA FOLLOWS:
SATIN STAINLESS STEEL; COORDINATE FINAL/EXACT KEYING WITH USER
CORES; LEVER STYLE 14; ESCUTCHEON J; COMPATIBLE STRIKE; 630
A) 45H SERIES, UNIVERSAL HEAVY DUTY MORTISE LOCKS; INTERCHANGEABLE
SYSTEMS AND SHALL HAVE THE FOLLOWING ATTRIBUTES:
REQUEST. ALL KEYED HARDWARE IS TO BE MANUFACTURED BY BEST ACCESS
AN OVERSIGHT OMISSION SHALL NOT BE GROUNDS FOR ADDITIONAL FUNDS
IN ORDER TO ACHIVE A COMPLETE FUNCTIONAL, FINISHED INSTALLATION.
3. BIDDERS MUST INCLUDE ALL REQUIRED MISCELLANEOUS RELATED ITEMS
7 GAUGE AT HINGES; 14 GAUGE AT STRIKE.
REINFORCED AT ALL HARDWARE LOCATIONS WITH GALVANNEALED STEEL:
GAUGE, G60 GALVANNEALED STEEL. PRIMED FOR JOB SITE FINISHING.
2. THE STEEL FRAMES SHALL BE AS MANUFACTURED BY STEELCRAFT, 16
FOAMED INSULATED CORE. DOORS SHALL BE FACTORY PRIMED/ ANSI A224.1.
COLD ROLLED G-60 GALVANNEALED STEEL. SEAMLESS WITH APPROPRIATE
MANUFACTURED BY STEELCRAFT. SLABS TO BE 14 GAUGE, 1 3/4 INCH THICK
1. THE STEEL DOORS AND FRAMES BASIS OF DESIGN SHALL BE AS
SECTION 08 - 13 METAL DOORS AND FRAMES
DIVISION 08 OPENINGS
REQUIRED SEALANTS/ADHESIVES.
FLASHING, AND SO FORTH MAY DICTATE ALTERNATE, INDUSTRY
PARTICULAR MANUFACTURER SUCH AS ROOFING, WINDOWS, DOORS,
3. SPECIFIC SYSTEM/ELEMENT INSTALLATION REQUIREMENTS OF A
TRANSITIONS; PLANE TRANSITIONS.
FRAMES TO ADJACENT SURFACES; DOOR FRAMES TO WALLS; MATERIAL
2. SIKAFLEX-15LM WILL GENERALLY BE USED AT SEALING OF STOREFRONT
FOR APPLICATION.
ENCOUNTERED. THE MANUFACTURERS SPECS SHALL BE FOLLOWED
BE APPROPRIATE FOR THE TYPES OF JOINTS AND MATERIALS
1. SEALANTS SHALL BE AS MANUFACTURED BY SIKA INDUSTRY AND SHALL
SECTION 07 92 SEALANTS
FOR ACHIEVING STC45 AS INDICATED IN THE ASTM DESCRIPTIONS.
ASTM C 919-98 REGARDING PROPER INSTALLATION AS PER DETAILS
2. ACOUSTICAL PERFORMANCE SHALL BE ENHANCED BY COMPLYING WITH
TO RECEIVE 6" THICKNESS INSULATION.
THERMAFIBER 3.0 PCF DENSITY FS25 SAFB. ALL 3-5/8" STUD WALLS
FOR SOUND CONTROL AND THERMAL REQUIREMENTS. BASIS OF DESIGN:
1. NEW STUD WALLS THROUGHOUT SHALL RECEIVE MINERAL WOOL BLANKETS
SECTION 07 21 THERMAL/ACOUSTICAL MATERIAL FOR INTERIOR PARTITIONS
INSULATION AGAINST THE CMU.
CHANNELS AT 16" O.C. MAX. RADIANT BARRIER SIDE OF THE
GYPSUM BOARD OVER 1-1/2" DEEP, 24 GAUGE GALV. FURRING
BUILDING SOLUTIONS. THE INSULATION IS ALWAYS COVERED WITH
CMU WALL SHALL BE THERMAX HEAVY DUTY AS MANUFACTURED BY DOW
2. THE 1-1/2" RIGID INSULATION BOARD AROUND THE EXTERIOR PERIMETER
FIRE FOAM SUGGESTED PRODUCT)
DEVELOPED ATTRIBUTES OF ANY INSULATION. (HILTI CP 620
MAINTAINS THE VAPOR BARRIER AS WELL AS THE FLAME SPREAD/SMOKE
SEALED WITH TAPE MUST BE SEALED WITH A UL LISTED FOAM WHICH
VOIDS, ANNULAR OPENINGS AND SO FORTH THAT CANNOT BE PROPERLY
PER THE MANUFACTURER OF THE INSULATION. ALL CRACKS, GAPS,
IN ORDER TO BE EFFECTIVE. ALL SEAMS MUST BE TAPE SEALED AS
1. THE PERIMETER THERMAL/AIR BARRIER MUST BE COMPLETELY SEALED
SECTION 07 05 PERIMETER EXTERIOR ENVELOPE
DIVISION 07 - THERMAL AND MOISTURE PROTECTION AND INSULATIONS
CORE MATERIAL: PLYWOOD.
UNLESS OTHERWISE INDICATED.
GOVERNMENT FROM MANUFACTURER’S STANDARD SELECTIONS,
PATTERNS, AND FINISHES: TO BE SELECTED BY THE
NEMA LD3-2000 VGL (VERTICAL GRADE LAMINATE). COLORS,
COMPLYING WITH THE FOLLOWING REQUIREMENTS:
MATERIALS FOR CONCEALED SURFACES: THERMOSET DECORATIVE OVERLAY
EDGES: GP-50, 0.050-INCH NOMINAL THICKNESS.
THICKNESS.
VERTICAL SURFACES: GP-50, 0.050-INCH NOMINAL
INCH NOMINAL THICKNESS.
HORIZONTAL SURFACES OTHER THAN TOPS: GP-50, 0.050-
COMPLYING WITH THE FOLLOWING REQUIREMENTS:
EXPOSED SURFACES: HIGH-PRESSURE DECORATIVE LAMINATE
OVERLAY, UNLESS OTHERWISE INDICATED. LAMINATE CLADDING FOR
GRADE: PREMIUM AWI TYPE OF CABINET CONSTRUCTION: FLUSH
REQUIREMENTS FOR LAMINATE CABINETS.
EACH FOR DOORS AND DRAWERS.
FOAM OR PLASTICTYPE BUMPERS ARE NOT ACCEPTABLE. PROVIDE TWO (2)
BUMPERS: SELF-ADHERING MOLDED RUBBER TYPE, OFF-WHITE COLOR.
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:
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
15. PRODUCT INFORMATION OUTLINED BELOW:
AND INDICATE MEASUREMENTS ON SHOP DRAWINGS.
SUPPORT WOODWORK BY FIELD MEASUREMENTS BEFORE BEING ENCLOSED
14. 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
13. 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
12. 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
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S APPROVED PRINTED
AND HARDWARE SHALL BE INSTALLED AS INDICATED. INSTALLATION
DEVICES TO SECURELY ANCHOR EACH UNIT. COUNTERTOPS, ACCESSORIES,
AND SHALL BE ATTACHED TO THE WALLS OR FLOORS WITH SUITABLE
11. CABINETS SHALL BE INSTALLED LEVEL, PLUMB, AND TRUE TO LINE,
* DRAWER PULLS: AMEROCK, BP24011-WNC PULLS ON DOORS & DRAWERS
EXTENSION
* DRAWER SUSPENSIONS: BALL BEARING ACTION, SIDEMOUNT WITH FULL
CLOSING, ADJUSTABLE, 120 DEGREE OPENING, NO. H811SMC-NPC
* HINGES: SELF CLOSING LIBERTY HARDWARE, CONCEALED, SELF
HARDWARE FOR A COMPLETE INSTALLATION.
KITCHEN CABINET USE, AND SHALL INCLUDE ALL MISCELLANEOUS
10. HARDWARE SHALL CONFORM TO BHMA A156.9, SHALL BE SUITABLE FOR
UNDERCOATED, TOP GRADE STAINLESS STEEL
9. KITCHEN SINKS SHALL BE SELF RIMMING, HIGHLY POLISHED,
MANUFACTURER’S STANDARD SELECTION, PRICE RANGE ’F’.
3/4 INCH. COLOR AND PATTERN AND FINISH SHALL BE SELECTED FROM
PLUMBING FITTINGS. SOLID SURFACING MATERIAL THICKNESS SHALL BE
SOLID SURFACING MATERIAL MANUFACTURER’S RECOMMENDATIONS FOR
FINISHED EDGES AND FIELD APPLIED END SPLASHES. COMPLY WITH
FABRICATE TOPS IN ONE PIECE WITH SHOP APPLIED BACKSPLASHES AND
8. COUNTER TOPS SHALL BE CORIAN, BASIS OF DESIGN.
HEIGHTS SHALL BE 6 INCHES HIGH.
7. COUNTERTOP AND BACKSPLASH SHALL BE CORIAN. BACK. SPLASH
MOISTURE.
BE OF SUCH COMPOSITION AS TO BE UNAFFECTED BY WATER AND/OR
CONTACT WITH THE FLOOR SHALL BE ALL PLYWOOD CONSTRUCTION AND
EXTERIORS AND INTERIOR TO MATCH. TOE KICKS AND ANY SURFACE IN
AND 1/2 INCH PLYWOOD, MINIMUM, WITH EXTERIOR TO MATCH REMAINING
VENEER. HANGING RAILS SHALL BE 3/4 INCH SOLID WOOD BASE RAILS
WALL CABINET BACKS SHALL BE 3/16 INCH PLYWOOD WITH LAMINATE
CABINET TOPS SHALL BE 1/2 INCH PLYWOOD WITH LAMINATE VENEER.
1/4 INCH BIRCH PLYWOOD FLOOR. BASE CABINET FLOORS AND WALL
PLYWOOD FRONTS AND 3/4 INCH 4-SIDED DOVETAIL DRAWER BOX WITH
TO MATCH CABINET FRONTS. DRAWERS SHALL HAVE 3/4 INCH
INCH THICK PLYWOOD WITH LAMINATE VENEER AND WITH FINISHED EDGE
SUPPORTED BY SELF-LOCKING CLIPS. SHELVES SHALL BE MINIMUM 3/4
APPROXIMATELY 1-1/4 INCH INCREMENTS. SHELVES SHALL BE
INDICATED. ADJUSTABLE SHELVES SHALL BE CAPABLE OF ADJUSTING ON
INCH SOLID PLYWOOD. SHELVES SHALL BE FULLY ADJUSTABLE AS
INCH, SOLID PLYWOOD FRAME SYSTEM. DOOR DESIGN SHALL BE 3/4
SAME OUTSIDE APPEARANCE. FACE FRAME CONSTRUCTION WITH 3/4
6. WALL AND BASE CABINETS SHALL BE OF THE SAME CONSTRUCTION AND
TO LIKE-NEW CONDITION SHALL BE REPLACED.
DAMAGE TO THE SURFACES. DAMAGED ITEMS THAT CANNOT BE RESTORED
AND HANDLING. CABINETS 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. CABINETS SHALL BE STORED IN AN ADEQUATELY
5. CABINETS SHALL BE DELIVERED TO THE JOBSITE WRAPPED IN A
INCHES SIZE.
* MELAMINE PLASTIC COLOR SAMPLES SHALL BE APPROXIMATELY 2 X 3
* DOOR AND DRAWER FRONT - ONE OF EACH, WITH HARDWARE MOUNTED.
BACKSPLASH - ONE SECTION, CONTAINING BOTH.
* CORIAN, PRICE GROUP F, BASIS OF DESIGN, COUNTER TOP AND
PATTERN AND METHOD OF ASSEMBLY.
ACCEPTABLE. SAMPLES SHALL BE OF SUFFICIENT SIZE TO SHOW COLOR
SHALL BE FURNISHED AS SAMPLES. MOCK-UP UNITS ARE NOT
4. IN LIEU OF INDIVIDUAL SAMPLES, COMPLETE MINIMUM SIZE CABINETS
REQUIREMENTS OF AWI AS A MINIMUM.
3. TEST REPORTS SHALL CERTIFY THAT ALL CABINETS COMPLY WITH THE
MATERIAL COMPOSITION, FABRICATION, AND ATTACHMENTS.
PERTINENT DETAILS OF CONSTRUCTION, ALL MATERIAL THICKNESS,
PLAN AND ELEVATIONS OF THE CABINETS AND ACCESSORIES AND
CABINET AND RELATED ITEM, AND CLEARLY INDICATING THE COMPLETE
2. SUBMITTAL SHOP DRAWINGS ARE REQUIRED SHOWING EACH TYPE OF
SHELVES SHALL BE FIXED OR ADJUSTABLE AS INDICATED.
POSITION STOPS TO AVOID ACCIDENTAL COMPLETE WITHDRAWALS.
DRAWERS SHALL BE REMOVABLE AND SHALL BE EQUIPPED WITH
UNITS WITHOUT AFFECTING THE REMAINDER OF THE INSTALLATION.
ACCOMPLISHED TO PERMIT REMOVAL AND REPLACEMENT OF INDIVIDUAL
UNITS JOINED INTO CONTINUOUS SECTIONS. FASTENINGS SHALL BE
WALL AND BASE CABINET ASSEMBLIES SHALL CONSIST OF INDIVIDUAL
WOOD WORK, CONSTRUCTION, FINISHES AND OTHER REQUIREMENTS.
STANDARDS’ LATEST EDITION, FPR GRADES OF INTERIOR ARCHITECTURAL
REQUIREMENTS OF AWI’S ’ARCHITECTURAL WOODWORK QUALITY
AS A MINIMUM, BE CONSTRUCTED AS SPECIFIED AND SHALL MEET THE
1. CABINETS SHALL BE OF ALL PLYWOOD CONSTRUCTION. CABINETS SHALL,
SECTION 06 - 22 CUSTOM BUILT CABINETS
DIVISION 06 - WOOD, PLASTICS, COMPOSITES
4. ALL WALL STUD SPACING IS 16" O.C. MAX
TRIANGLE FASTENER CORP. SD300, #10-16 X 3/4 " DP3 5/16 HWH.
’BULGE’ IN THE FINISH, THE MINIMUM SUGGESTED SCREW IS THE
WHERE THERE IS NO CONCERN FOR A COVER MATERIAL CREATING A
CORP. SD300, #12-14 X 1" DP3 T25 TORX WAFER HEAD. AT AREAS
HEAD, THE MINIMUM SUGGESTED SCREW IS THE TRIANGLE FASTENER
AREAS WHERE ANOTHER MATERIAL WILL BE APPLIED OVER THE TEK
3. TEK SCREW CONNECTIONS ARE BASED UPON THE FOLLOWING: AT
THE USE OF SELF DRILLING TEK SCREWS.
2. NUMEROUS METAL TO METAL CONNECTIONS REQUIRED ARE BASED UPON
FURRING, JOISTS AND SO FORTH IS DIETRICH INDUSTRIES, INC.
1. THE BASIS OF DESIGN FOR THE STEEL STUDS, HAT CHANNELS,
SECTION 05 42 COLD FORMED METAL FRAMING
DIVISION 05 - METALS
IN LIKE KIND.
HEADS AND REROUTE PIPING AS NEEDED. REPLACE ALL DAMAGED ITEMS
1. PROTECT EXISTING PIPING AROUND BUILDING AS REQUIRED. ADJUST
SECTION 02 05 LAWN SPRINKLER PIPING
DIVISION 02 - EXISTING CONDITIONS
ALLOWED.
TO THIS PROJECT. PART TIME AND SHARED SUPERVISION WILL NOT BE
2. THE PRIME CONTRACTOR MUST PROVIDE A SUPERINTENDENT DEDICATED
BREACHES.
OF EXISTING, AS WELL AS NEW WORK, FROM WEATHER AND SECURITY
ITEMS TO PREVENT DAMAGE, DEGRADATION AND TAMPERING; PROTECTION
SPECIFICATIONS AND REQUIREMENTS; PROTECTION OF ALL INSTALLED
INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURERS
TIMELY FASHION; CONFIRMATION THAT THE MATERIALS ARE BEING
THE NECESSARY SKILLS TO PERFORM THEIR WORK IN A FIRST CLASS,
THEY ARE PROVIDING THE NEEDED QUANTITY OF WORKERS WHO POSSESS
WORK OF YOUR VARIOUS SUBS, TRADES AND VENDORS TO ENSURE THAT
THE TRADES; DAILY AND IF NECESSARY, HOURLY, MONITORING OF THE
PROTECTION OF MATERIALS FOR THE WORK; ALL COORDINATION AMONG
MATERIALS; RECEIPT OF AND PROPER HANDLING, STORAGE AND
SUITABILITY OF SUBSTRATES PRIOR TO INSTALLATION OF SUBSEQUENT
BUT NOT BE LIMITED TO: INSPECTION AND VERIFICATION OF THE
APPROPRIATE QUALITY CONTROL PROCEDURES. THIS WILL INCLUDE,
1. THE PRIME CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
SECTION 01 45 QUALITY CONTROL
TOTAL, OVERALL SCOPE OF THE WORK.
THE JOB SITE PRIME CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE
JOB SITE MEANS AND METHODS; JOB SITE SAFETY MEASURES AND CONTROLS.
COORDINATION OF WORK AND/OR MATERIALS WITH THE VARIOUS TRADES;
FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;
CORRELATION OF QUANTITIES AND DIMENSIONS; SELECTION OF
WILL NOT INCLUDE NOR SANCTION SUCH ITEMS AS: CONFIRMATION AND
CONFORMANCE WITH THE DESIGN CONCEPT. THE GOVERNMENTS REVIEW
REVIEW WILL BE ONLY FOR THE PURPOSE OF DETERMINING GENERAL
SUPPORTING DOCUMENTATION MUST BE INCLUDED. THE GOVERNMENTS
ALL AREAS OF DEVIATION MUST BE CLEARLY SPELLED OUT AND
THE SUBMITTAL AND THAT IT COMPLIES WITH THE CONTRACT DOCUMENTS.
FACIE EVIDENCE THAT YOU HAVE THOROUGHLY REVIEWED AND APPROVED
1. YOUR SUBMITTAL TO THE GOVERNMENT WILL BE CONSIDERED PRIMA
SECTION 01 43 SUBMITTAL PROCEDURES
WORKERS AS WELL AS THE GENERAL PUBLIC.
PRODUCTS ARE USED AT THE WORK SITE IN ORDER TO PROTECT THE
AND MEASURES WHICH MUST BE TAKEN WHEN THE VARIOUS MATERIALS AND
IS UNDER CONTRACT TO THE GOVERNMENT. THIS INCLUDES PRECAUTIONS
THE CONTROL AND RESPONSIBILITY OF THE PRIME CONTRACTOR WHICH
1. ALL SAFETY RELATED MATTERS, MEANS AND METHODS ARE SOLELY UNDER
SECTION 01 41 ENVIRONMENTAL AND SAFETY REQUIREMENTS
FM, AISC.
BHMA, DHI, GA, NEMA, SMACNA, TCA, UL, NEC, NRCA, NFPA, NAIMA,
INSTALLED IN THIS PROJECT ARE AS FOLLOWS: ASTM, ANSI, ASHRAE,
WHICH WILL BE USED TO EVALUATE THE PRODUCTS AND SYSTEMS
2. SOME OF THE NATIONAL AND INDUSTRY SPECIFIC TRADE ORGANIZATIONS
THAT THE GOVERNMENT REQUIRES.
ORDER TO ENSURE LONG TERM DURABILITY AND MINIMAL MAINTENANCE
’FIRST COST’ WILL NOT PROVIDE THE HIGH FRONT END QUALITY IN
PUBLICATIONS WHENEVER YOU ARE WORKING AT THIS JOB SITE. LOWEST
ADVISED THAT YOU ARE IN POSSESSION OF YOUR TRADE PERTINENT
GOVERNMENT WILL REQUIRE FOR THIS PROJECT. IT IS STRONGLY
RESULT IN THE LEVEL OF QUALITY AND DURABILITY THAT THE
’MEET CODE’. CODE COMPLIANCE IS ONLY A MINIMUM WHICH DOES NOT
ENSURE COMPLIANCE. DO NOT ASSUME THAT THE WORK SIMPLY MUST
AND THESE REFERENCED PUBLICATIONS WILL BE USED FREQUENTLY TO
WILL BE EXPECTED TO ACHIEVE A VERY HIGH LEVEL OF PERFORMANCE
FORM THE BACKBONE OF THEIR CHOSEN FIELD. THE WORK INSTALLED
FAMILIAR WITH THEIR RESPECTIVE PUBLICATIONS WHICH, IN THEORY,
PERFORMANCE. THE VARIOUS BIDDERS ARE EXPECTED TO BE INTIMATELY
DOCUMENTS AS A MEANS TO ESTABLISH A MINIMUM LEVEL OF WORK
1. NUMEROUS PUBLICATIONS ARE REFERENCED THROUGHOUT THESE
SECTION 01 06 REFERENCED PUBLICATIONS AND STANDARDS
BARRICADES AND CONTAINMENT BARRIERS WILL BE REQUIRED.
TREES AND PARKING AREAS WHICH YOU MUST PROTECT FROM DAMAGE.
EXISTING, OPERATIONAL FACILITIES, WALKWAYS, STREETS, MATURE
1. THE PROPOSED WORK WILL TAKE PLACE WITHIN CLOSE PROXIMITY TO
SECTION 01 05 FACILITY PRESERVATION/PROTECTION
DIVISION 01 - GENERAL REQUIREMENTS
THRESHOLDS.
INTERIOR FLOOR AND SHALL HAVE APPROPRIATE ADA COMPLIANT
FF EXTERIOR SLABS AT DOORS SHOULD BE 3/8" LOWER THAN THE
TO PREVENT MOISTURE BREACH.
MULTIPLE LAYERED INSTALLATIONS MUST BE STAGGERED/OFFSET
END TO END LAP SHALL BE 6 INCHES MINIMUM. LAPS OF ALL
PREVENT WATER INFILTRATION WHILE ALLOWING THERMAL MOVEMENT.
EE ALL FLASHINGS SHALL BE PROPERLY LAPPED AND SEALED TO
APPROPRIATE REQUIREMENTS OF THE F.A.R.
AREA EXPECTED TO BE AMERICAN MADE AND COMPLY WITH ALL
DD MATERIALS, ASSEMBLIES AND PRODUCTS USED FOR THIS PROJECT
CRACKS, ANNULAR RINGS, AND SO FORTH.
R-VALUE MUST BE INSTALLED IN ORDER TO FILL/SEAL GAPS,
AS NEEDED, UL RATED FOAMED INSULATION WITH COMPARABLE
CONTINUOUS AND UNIFORM, FLOOR SLAB TO INSULATED ROOF DECK.
CC THE EXTERIOR THERMAL ENVELOPE OF THE BUILDING MUST BE
INFILTRATION OF WARM HUMID AIR.
COMPLETELY SEALED AND AIR TIGHT IN ORDER TO PREVENT
BB THE EXTERIOR PERIMETER ENVELOPE OF THE BUILDING MUST BE
DOORS.
NOT BE READILY VISIBLE. FOR EXAMPLE, TOPS AND BOTTOMS OF
SEALED AND SO FORTH, EVEN THOUGH THAT PARTICULAR EDGE MAY
AA ALL EDGES OF VISIBLE ELEMENTS ARE EXPECTED TO BE ’FINISHED’
A LIGHT BROOM FINISH UNLESS SPECIFICALLY DESIGNATED OTHERWISE.
Z EXTERIOR CONCRETE WALKWAYS, RAMPS, LANDINGS SHALL RECEIVE
3 INCHES.
CORNER TO THE EDGE OF A DOOR FRAME/TRIM SHOULD BE 2 TO
Y 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
X PRIOR TO ANY DEMOLITION, SAW CUTTING AND SO FORTH, A
I.E., CMU WITH CMU, PLASTER WITH PLASTER, ETC.
LIKE KIND MATERIAL UNLESS SPECIFICALLY NOTED OTHERWISE.
REQUIRE THAT THE DEMO’D MATERIAL BE REPLACED WITH MATCHING/
CONCEALED/OBSTRUCTED ELEMENTS, SUCH AS PLUMBING, WILL
W ALL DEMOLITION OF EXISTING MATERIALS FOR ACCESS TO
OF FINAL CLEANING AND PROTECT UNTIL FINAL ACCEPTANCE
V WAX, BUFF, POLISH, BURNISH ALL V.C.T. FLOORING AS PART
FINISH CHANGES
U TRANSITION STRIPS OF APPROPRIATE MATERIAL AT ALL FLOOR
(APPROPRIATE PRIME/PREP AND MINIMUM 3 COATS OF PAINT)
ROOFS, GLAZING WILL REQUIRE, AS A MINIMUM A PAINTED FINISH
T ALL VISIBLE SURFACES, EXCEPT CONCRETE WALKWAYS, PREFINISHED
# 5 REBAR.
MUST BE TIED INTO THE EXISTING WALL WITH FILLED CELLS AND
LINTELS FOR SUPPORT OF THE REMAINING WALL AND THE NEW LINTEL
S NEW DOOR OPENINGS IN EXISTING CMU WALLS…
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