B.08.02.07.09 09_Bldg_H.pdf
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- Solicitation number
- W912GB21R0003
- Issued by
-
Department of the Army European Command
About this file
This request for proposal solicits fixed-price proposals for the construction of a Deployable Airbase System - Facilities, Equipment, and Vehicles storage complex at Campia Turzii Air Base in Romania. The U.S. Army Corps of Engineers intends to award a single-firm contract using a best value trade-off source selection method. Offerors are requested to submit non-price proposals at this time in accordance with Sections 00 21 16 and 00 22 16 of the solicitation. Price proposals should not be submitted with the initial response. The solicitation seeks construction services for a DABS-FEV storage facility at the Romania air base location.
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US Army Corps of Engineers ®
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CONTRACT NO.:
ISSUE DATE:
CONSTRUCTION
PACKAGE:
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W912GB-17-D-0001
SEPTEMBER 4, 2020
CÅMPIA TURZII AIR BASE, ROMANIA
CONSTRUCT EDI DABS/FEV STORAGE
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SEAL-STAMPILA
PROJECT SITE
PROJECT SITE
PROJECT SITE
CTAB-H / CENTRAL PLANT
CTAB BUILDING ID TABLE
BLDG ID BUILDING NAME
CTAB-GEN GENERAL - NOT A SPECIFIC BUILDING
CTAB-SITE SITE DESIGN
CTAB-A ROLLING A
CTAB-B ROLLING B
CTAB-C PALLET STORAGE
CTAB-D CONTAINER STORAGE
CTAB-E FUEL VEHICLE FACILITY
CTAB-G VEHICLE MAINTENANCE
CTAB-H CENTRAL PLANT
CTAB-K SECURE ENTRY
CTAB-L PUMP HOUSE
CTAB - TABEL COD CLADIRI
COD NUME CLADIRE
CTAB-GEN GENERAL-NU PENTRU O CLADIRE ANUME
CTAB-SITE FORMA TERENULUI
CTAB-A UMIDITATE CONTROLATA
CTAB-B DEPOZITARE CURENTA
CTAB-C DEPOZITARE PE PALETI
CTAB-D DEPOZITARE IN CONTAINERE
CTAB-E CLADIRE CAMIOANE COMBUSTIBIL
CTAB-G VEHICULE MENTENANTA
CTAB-H CENTRALA TERMICA
CTAB-K ACCES SECURIZAT
CTAB-L CASA POMPE
VICINITY MAP - HARTA ZONA LOCATION MAP - PLAN DE INCADRARE
AREA MAP - PLAN DE SITUATIE
US Army Corps of Engineers ®
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REFER TO EACH INDIVIDUAL
PACKAGE FOR AN INDEX OF
DRAWINGS OF THAT PACKAGE
INDEX OF DRAWINGS - LISTA DE PLANSE
BLDG ID -
COD CLADIRE
SHEET NUMBER -
NUMAR PLANSA SHEET TITLE - TITLU PLANSA
CTAB-H G-001 COVER SHEET - COPERTA
CTAB-H G-002 CENTRAL PLANT INDEX OF DRAWINGS - LISTA DE PLANSE UZINA CENTRALA
CTAB-H GI000 CENTRAL PLANT LIFE SAFETY CODE SUMMARY
CTAB-H GI001 CENTRALA TERMICA PLAN PROTECTIE INCENDIU COD
CTAB-H GI101 CENTRAL PLANT LIFE SAFETY PLAN
CTAB-H GI102 CENTRALA TERMICA PLAN PROTECTIE INCENDIU
CTAB-H SB101 CENTRAL PLANT FOUNDATION PLAN - PLAN DE FUNDATII
CTAB-H SB102 CENTRAL PLANT FLOOR SLAB PLAN - PLAN PLACA PARDOSEALA
CTAB-H SF101 CENTRAL PLANT ROOF FRAMING PLAN - PLAN CADRE ACOPERIS
CTAB-H S-201 CENTRAL PLANT JOIST AND GIRDER PROFILES - PROFILE FERME SI PANE
CTAB-H S-301 CENTRAL PLANT FOUNDATION DETAILS - DETALII FUNDATII
CTAB-H S-302 CENTRAL PLANT SECTION AND DETAIL SHEETS - DETALII SI SECTIUNI BAZA STALP
CTAB-H S-303 CENTRAL PLANT ROOF FRAMING DETAILS - DETALII CADRE ACOPERIS
CTAB-H S-304 CENTRAL PLANT JOIST AND GIRDER DETAILS - DETALII FERME SI PANE
CTAB-H S-305 CENTRAL PLANT END WALL CONNECTION DETAILS - DETALII PRINDERE PERETE DE CAPAT
CTAB-H S-306 CENTRAL PLANT CMU TYPICAL DETAILS - DETALII PERETI ZIDARIE
CTAB-H A-101 CENTRAL PLANT FLOOR PLAN - UZINA CENTRALA PLAN
CTAB-H A-102 CENTRAL PLANT REFLECTED CEILING PLAN - UZINA CENTRALA PLAN PLAFON
CTAB-H A-103 CENTRAL PLANT ROOF PLAN - UZINA CENTRALA PLAN INVELITOARE
CTAB-H A-201 CENTRAL PLANT EXTERIOR ELEVATIONS - UZINA CENTRALA FATADE
CTAB-H A-301 CENTRAL PLANT SECTIONS - UZINA CENTRALA SECTIUNI
CTAB-H A-501 CENTRAL PLANT DETAILS - UZINA CENTRALA DETALII
CTAB-H A-601 CENTRAL PLANT SCHEDULES AND DETAILS - UZINA CENTRALA TABLOU DETALII
CTAB-H FA100 CENTRAL PLANT FIRE ALARM PLAN
CTAB-H FX101 CENTRAL PLANT FIRE SUPPRESSION PLAN
CTAB-H PP100 CENTRAL PLANT UNDERSLAB PLAN
CTAB-H PP101 CENTRAL PLANT PLUMBING PLAN
CTAB-H P-901 CENTRAL PLANT PLUMBING RISER DIAGRAMS
CTAB-H MH100 CENTRAL PLANT HVAC PLAN
CTAB-H MH101 CENTRAL PLANT HVAC ROOF PLAN
CTAB-H MP100 CENTRAL PLANT HVAC PIPING PLAN
CTAB-H MP301 CENTRAL PLANT HVAC PIPING SECTIONS
CTAB-H EL100 CENTRAL PLANT LIGHTING PLAN
CTAB-H EP100 CENTRAL PLANT POWER PLAN
CTAB-H EP101 CENTRAL PLANT POWER ROOF PLAN
CTAB-H EY100 CENTRAL PLANT ELECTRONIC SECURITY PLAN
CTAB-H EG100 CENTRAL PLANT ELECTRICAL GROUNDING PLAN
CTAB-H EG101 CENTRAL PLANT ELECTRICAL GROUNDING ROOF PLAN
CTAB-H E-401 CENTRAL PLANT ENLARGED POWER PLAN
CTAB-H E-601 CENTRAL PLANT ELECTRICAL PANEL SCHEDULES
CTAB-H E-901 POWER RISER DIAGRAM
CTAB-H E-902 EMERGENCY POWER RISER DIAGRAM
USACE CAMPIA TURZII AIR STATION CENTRAL PLANT
ROMANIA
1. ONE-STORY WAREHOUSE AND STORAGE FACILITY
- BUILDING GROSS SQ. FT. APPROXIMATE: 160 SM.
- OVERALL HEIGHT: 5.5 M
2. OCCUPANCY:
IBC: MODERATE HAZARD STORAGE, GROUP S-1, NFPA:
STORAGE
3. TYPE OF CONSTRUCTION: II-B
4. BUILDING AREA IS BASED ON FLOOR PLAN TAKE-OFF.
WAREHOUSE AND STORAGE FACILITY
PROJECT DESCRIPTION
GENERAL BUILDING LIMITATIONS
FIRE PROTECTION SYSTEMS
ITEM ALLOWED PROVIDED
HEIGHT OF BUILDING
NUMBER OF STORIES
MAX SINGLE FLOOR AREA
22.86 M 5.5 M
3 1
6,503 SM* 160 SM
MEANS OF EGRESS
EXIT CAPACITY (NFPA 101, 7.3)
• REQUIRED: 5 PERSONS
• PROVIDED: 728 PERSONS
NUMBER OF EXITS (NFPA 101, 7.4)
• REQUIRED: 1
• PROVIDED: 1
TRAVEL DISTANCE (NFPA 101, 42.2.6)
• ALLOWED: 122 M
• PROVIDED: 17 M
TRAVEL DISTANCE (HOST NATION REQUIREMENTS)
• ALLOWED: 45 M
• PROVDED: 17 M
COMMON PATH OF TRAVEL (NFPA 101, 42.2.5)
• ALLOWED: 30 M
• PROVIDED: NA
DEAD END CORRIDORS (NFPA 101, 42.2.5)
• ALLOWED: 30 M
• PROVIDED: NA
EXIT REMOTENESS (NFPA 101, 7.5.1.3.2)
• ALLOWED: 7 M
• PROVIDED: 9 M
EGRESS WIDTH (NFPA 101, 7.3.4)
• ALLOWED: 25 MM
• PROVIDED: 3640 MM
FIRE RESISTIVE REQUIREMENTS OF BUILDING
ELEMENTS
FIRE SEPARATION DISTANCE BETWEEN
BUILDINGS
REQUIRED: 6.1 M
PROVIDED: 12 M
PER IBC, TABLE 602
APPLICABLE CODES AND REGULATIONS
MAIN BEAM 1 HR
SECONDARY BEAM 30 MIN
ROOF DECK 15 MIN
ALL INTERIOR DEMISING WALLS EI30
PER HOST NATION REQUIREMENTS
ALL OTHER BUILDING ELEMENTS 0 HR
PER IBC, TABLE 601
INTERIOR WALL/CEILING FINISHES(IBC, TABLE 803.11)
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS CLASS C
ROOMS AND ENCLOSED SPACES CLASS C
1. UFC 1-200-01: GENERAL BUILDING REQUIREMENTS, 8 OCTOBER
2019 EDITION
2. UFC 4-440-01 WAREHOUSE AND STORAGE FACILITIES, CHANGE 1,
1 APRIL 2019 EDITION
3. UFC 3-600-01: FIRE PROTECTION ENGINEERING FOR FACILITIES,
CHANGE 3, 10 MAY 2019
4. INTERNATIONAL BUILDING CODE, 2015 EDITION, AS MODIFIED BY
UFC 1-200-01
5. NFPA 101, LIFE SAFETY CODE, 2018 EDITION
6. SR-EN 12845-2015 - FIXED FIREFIGHTING SYSTEMS — AUTOMATIC
SPRINKLER SYSTEMS — DESIGN, INSTALLATION AND
MAINTENANCE
7. SR EN 12100 SMOKE AND HEAT CONTROL SYSTEMS
8. SR-EN 671-1/2002 - HOSE SYSTEMS - PART 1: HOSE REELS WITH
SEMI-RIGID HOSE
9. SR EN 671-2/2002 - HOSE SYSTEMS - PART 2: HOSE REELS WITH
LAY-FLAT HOSE
10. SR-EN 14339/2006 – UNDERGROUND FIRE HYDRANTS
11. SR-EN 14339/2006 – ABOVE GROUND FIRE HYDRANTS
12. P118/2-2013 – FIRE SAFETY NORMS FOR BUILDINGS – PART II –
EXTINGUISHING SYSTEMS
13. P118/3-2015 - NORMATIVE FOR CONSTRUCTION FIRE SAFETY -
PART III - FIRE DETECTION, SIGNALING AND WARNING DEVICES
14. P118/1999 – GENERAL FIRE SAFETY NORMS FOR BUILDINGS
15. LAW NO 307/2006 - LAW REGARDING FIRE PROTECTION,
REPUBLISHED WITH SUBSEQUENT MODIFICATIONS
16. LAW NO. 50/1991 - LAW REGARDING AUTHORIZATION OF
CONSTRUCTION WORKS EXECUTION, REPUBLISHED WITH
SUBSEQUENT MODIFICATIONS
17. LAW NO. 10/1995 - LAW REGARDING CONSTRUCTIONS QUALITY,
REPUBLISHED WITH SUBSEQUENT MODIFICATIONS
18. LAW NO. 319/2006 - LAW ON SAFETY AND HEALTH OF WORKERS
AT WORK, REPUBLISHED WITH SUBSEQUENT MODIFICATIONS
19. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS, 2016 EDITION
20. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016
EDITION
*DOES NOT INCLUDE FRONTAGE INCREASE
PER IBC, TABLE 506.2
LIFE SAFETY GENERAL COMMENTS
1. THE WAREHOUSE FIRE AREA SATISFIES THE LIMIT
SET IN UFC 3-600-01 4-44.5 OF 5,547 SM.
2. EGRESS PATHS WILL NEED TO BE PAINTED ON THE
FLOORS.
3. EMERGENCY LIGHTING WILL BE PROVIDED IN ALL
OCCUPIED SPACES, IN ACCORDANCE WITH NFPA
101.
4. FIRE EXTINGUISHER TYPE AND QUANTITY WILL BE
SPECIFIED IN THE NEXT SUBMISSION AND WILL
FOLLOW HOST NATION REQUIREMENTS.
5. REFER TO GS101 FOR THE CODE COMPLIANCE SITE
PLAN.
AUTOMATIC SPRINKLER PROTECTION
• REQUIRED: YES (UFC 3-600-01, 4-44.2.1)
• PROVIDED: YES
STANDPIPE SYSTEM
• REQUIRED: NO (UFC 3-600-01, 9-10)
• PROVIDED: NO
INTERIOR FIRE HYDRANTS
• REQUIRED: NO (HOST NATION REQUIREMENTS)
• PROVIDED: NO
FIRE EXTINGUISHERS
• REQUIRED: YES (HOST NATION REQUIREMENTS)
• PROVIDED: YES
CARBON MONOXIDE DETECTORS
• REQUIRED: YES (HOST NATION REQUIREMENTS,
UFC 3-600-01, 9-19.1.1)
• PROVIDED: YES
SPOT TYPE SMOKE DETECTION
• REQUIRED: YES (HOST NATION REQUIREMENTS)
• PROVIDED: YES
MANUAL PULL STATIONS
• REQUIRED: YES (UFC 3-600-01, 9-18.7.4)
• PROVIDED: YES
AUDIBLE AND VISUAL NOTIFICATION
• REQUIRED: YES (UFC 3-600-01, 9-18)
• PROVIDED: YES, HORN AND STROBES WILL BE
PRESENT
SMOKE CONTROL
• REQUIRED: NO (HOST NATION REQUIREMENTS)
• PROVIDED: NO
US Army Corps of Engineers ®
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USACE CAMPIA TURZII CENTRALA TERMICA BAZA AERIANA
ROMANIA
1. DEPOZIT PE UN NIVEL SI SPATII DE DEPOZITARE
- ARIE DESFASURATA CLADIRE : 160 m2.
- OVERALL HEIGHT : 5.5 m
2. OCUPARE:
IBC: GRAD MODERAT DE PERICULOZITATE, GROUPA S-1,
NFPA: DEPOZITARE
3. TIPUL CONSTRUCTIEI : II-B
4. AMPRENTA CLADIRII SE BAZEAZA PE PLANUL INITIAL.
DEPOZIT SI SPATII DE DEPOZITARE
DESCRIERE PROIECT
RESTRICTII GENERALE ALE CLADIRII
SISTEME PROTECTIE LA INCENDIU
SISTEM AUTOMAT DE PROTECTIE CU SPRINKLERE
• NECESAR: DA (UFC 3-600-01, 4-44.2.1)
• ALOCAT: DA
COLOANA USCATA
• NECESAR: NU (UFC 3-600-01, 9-10)
• ALOCAT: NU
EXTINCTOARE
• NECESAR: NU (UFC 3-600-01, 9-17.1)
• ALOCAT: NU
DETECTOARE DE MONOXID DE CARBON
• NECESAR: NU (NORME LOCALE, UFC 3-600-01,
9-19.2.3)
• ALOCAT: NU
DETECTIE FUM
• NECESAR: DA (NORME LOCALE)
• ALOCAT: DA
DISPOZITIV DE ACTIONARE MANUALA
• NECESAR: DA (UFC 3-600-01, 9-18.7.4)
• ALOCAT: DA
AVERTIZARE SONORA SI OPTICA
• NECESAR: DA (UFC 3-600-01, 9-18.6)
• ALOCAT: DA
CONTROLUL FUMULUI
• NECESAR: NU (NORME LOCALE)
• ALOCAT: NU
CRITERIU PERMIS ALOCAT
INALTIME CLADIRE
NUMAR ETAJE
SUPRAFATA MAXIMA
NIVEL
22.86 m 5.5 m
3 1
6,503 m2* 160 m2
NORME DE EVACUARE
CAPACITATE DE EVACUARE (NFPA 101, 7.3)
• NECESAR: 5 PERSONS
• ALOCAT: 728 PERSONS
NUMAR DE IESIRI (NFPA 101, 7.4)
• NECESAR: 1
• ALOCAT: 1
LUNGIME DE EVACUARE (NFPA 101, 42.2.6)
• ALLOWED: 122 m
• ALOCAT: 17 m
LUNGIME DE EVACUARE (NORME LOCALE)
• ALLOWED: 45 m
• PROVDED: 17 m
CALE DE EVACUARE (NFPA 101, 42.2.5)
• ALLOWED: 30 m
• ALOCAT: NA
CORIDOARE INCHISE (NFPA 101, 42.2.5)
• ALLOWED: 30 m
• ALOCAT: NA
DISTANTA FATA DE IESIRE (NFPA 101, 7.5.1.3.2)
• ALLOWED: 7 m
• ALOCAT: 9 m
LATIME DE EVACUARE (NFPA 101, 7.3.4)
• ALLOWED: 25 mm
• ALOCAT: 3640 mm
REZISTENTE LA FOC NECESARE
ELEMENTELOR DE CLADIRE
DISTANTA DINTRE CLADIRI PENTRU
PROTECTIE FOC
NECESAR: 6.1 m PREVAZUT: 12 m
PENTRU FIECARE IBC, TABEL 602
REGULI SI NORME APLICABILE
PERIMETRU STRUCTURAL 0 HRS
PERETI DE REZISTENTA EXTERIORI 0 HRS
PARDOSEALA 0 HRS
ACOPERIS/TERASA 0 HRS
PE IBC, TABEL 601
PERETE INTERIOR/FINISAJ PLAFOANE (IBC, TABEL 803.11)
CORIDOARE SI HOLURI DE EVACUARE CLASA C
INCAPERI SI SPATII INCHISE CLASA C
1. UFC 1-200-01: CERINTE GENERALE ALE CLADIRII, EDITIA 8
OCTOMBRIE 2019
2. UFC 4-440-01 DEPOZITE SI SPATII DE DEPOZITARE, REVIZIA 1,
EDITIA 1 APRILIE 2019
3. UFC 3-600-01: PROIECTAREA SISTEMELOR DE PROTECTIE LA FOC
PENTRU CLADIRI, CHANGE 3, 10 MAY 2019
4. CODUL INTERNATIONAL AL CLADIRILOR, EDITIA 2015, UFC
1-200-01
5. NFPA 101, CODUL DE PROTECTIE INCENDIU, EDITIA 2018
6. SR-EN 12845-2015 - SITEME FIXE DE LUPTA IMPOTRIVA
INCENDIILOR — SISTEME DE STINGERE INCENDIU AUTOMATE —
PROIECTARE, INSTALARE SI MENTENANTA
7. SR EN 12100 SISTEME DE CONTROL FOC SI FUM
8. SR-EN 671-1/2002 - SISTEME HIDRANTI - PARTEA 1: HIDRANTI CU
FURTUN SEMIRIGID
9. SR EN 671-2/2002 - SISTEME HIDRANTI - PartEA 2: HIDRANTI CU
FURTUN PLAT
10. SR-EN 14339/2006 – HIDRANTI SUBTERANI
11. SR-EN 14339/2006 – HIDRANTI SUPRATERANI
12. P118/2-2013 – NORME PROTECTIE FOC PENTRU CLADIRI –
PARTEA II – SISTEME DE STINGERE INCENDIU
13. P118/3-2015 - NORMATIV PRIVIND SECURITATEA LA INCENDIU -
PartEA III - DISPOZITIVE DE DETECTARE FOC, SEMNALIZARE SI
AVERTIZARE
14. P118/1999 – NORMATIV DE SIGURANTA LA FOC A
CONSTRUCTIILOR
15. LEGEA no 307/2006 - LEGEA privind APARAREA IMPOTRIVA
INCENDIILOR REPUBLICATA
16. LEGEA no. 50/1991 - LEGEA PRIVIND AUTORIZAREA EXECUTARII
LUCRARILOR DE CONSTRUCTII REPUBLICATA
17. LEGEA no. 10/1995 - LEGEA PRIVIND CALITATEA IN CONSTRUCTII
REPUBLICATA
18. LEGEA no. 319/2006 - LEGEA SECURITATII SI SANATATII IN
MUNCA REPUBLICATA
*NU INCLUDE TROTUARUL PERIMETRAL PE IBC,
TABEL 506.2
COMENTARII GENERALE PROTECTIE INCENDIU
1. ARIA DE ACOPERIRE DIN DEPOZIT SE INCADREAZA
IN LIMITA IMPUSA IN UFC 3-600-01 4-44.5 DE 5,547
METRI PATRATI.
2. IESIRILE DE EVACUARE VOR FI MARCATE PE
PARDOSEALA.
3. ILUMINATUL DE SIGURANTA VA FI ALOCAT IN TOATE
SPATIILE OCUPATE CONFORM NFPA 101.
US Army Corps of Engineers ®
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Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
LI
C
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
N
M
L
K
J
H
G
F
E
D
C
B
A
SEAL-STAMPILA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI001
CTAB-H
C E
N T
R A
L A
T E
R M
IC
A
P L A
N P
R O
T E
C T
IE
I
N C
E N
D
IU
C O
D
C Å
M P
IA
T
U R
Z
II
A
IR
B A
S E
R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M
JA
M C
S
J.
D
R A
K E
T A
B
S E
P T
E M
B E
R
, 2
W
G B
-1 -D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
2 3
B
A
MECHANICAL
TD 17 M
EXIT-
MECHANICAL
364 3
EXIT-
ELECTRICAL
ROOM
364 2
ELECTRICAL
DAY TANK
1 HR FIRE BARRIER
LIFE SAFETY LEGEND
2 HR FIRE BARRIER
TD XX M
DE XX M
CPT XX M
TRAVEL DISTANCE
DEAD END CORRIDOR DISTANCE
COMMON PATH OF TRAVEL DISTANCE
EXIT
OCCUPANTS
USING EXIT
EXIT
CAPACITY
STORAGE
OCCUPANCY LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
LI
C
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
N
M
L
K
J
H
G
F
E
D
C
B
A
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
2500 mm
1:50
SCALE
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI101
CTAB-H
C E
N T
R A
L P
L A
N T
L
IF
E S
A F
E T
Y P
L A
N
C Å
M P
IA
T
U R
Z
II
A
IR
B A
S E
R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M
JA
M C
S
J.
D
R A
K E
T A
B
S E
P T
E M
B E
R
, 2
W
G B
-1 -D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
1 : 50E1 CENTRAL PLANT LIFE SAFETY PLAN
OCCUPANCY
AREA
(SM)
OCCUPANT FACTOR
(PERSON/SM)
OCCUPANT LOAD
(PERSONS)
STORAGE
(MECHANICAL) 104 46.5 3
EXIT NAME
WIDTH
(MM)
WIDTH FACTOR
(MM/PERSON)
OCCUPANT
CAPACITY
(PERSONS)
EXIT-MECHANICAL
TOTAL
1829 5 364
EXIT-ELECTRICAL ROOM 1829 5 364
STORAGE
(ELECTRICAL ROOM) 56 46.5 2
TOTAL 5160
OCCUPANT LOAD CALCULATIONS OCCUPANT CAPACITY
PLAN
NORTH
A
MECHANICAL
TD 17 M
EXIT-
MECHANICAL
364 3
EXIT-
ELECTRICAL
ROOM
364 2
ELECTRICAL
DAY TANK
BARIERA REZISTENTA 1 ORA LA FOC
LEGENDA PROTECTIE INCENDIU
BARIERA REZISTENTA 2 ORE LA FOC
TD XX M
DE XX M
CPT XX M
DISTANTA EVACUARE
LUNGIME CORIDOR INFUNDAT
LUNGIME CALE DE EVACUARE COMUNA
IESIRE
UTILIZATORI
EVACUARE
CAPACITATE DE
EVACUARE
DEPOZIT
LEGENDA OCUPANTI
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
LI
C
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
N
M
L
K
J
H
G
F
E
D
C
B
A
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
2500 mm
1:50
SCALE
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI102
CTAB-H
C E
N T
R A
L A
T E
R M
IC
A
P L A
N P
R O
T E
C T
IE
I
N C
E N
D
IU
C Å
M P
IA
T
U R
Z
II
A
IR
B A
S E
R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M
JA
M C
S
J.
D
R A
K E
T A
B
S E
P T
E M
B E
R
, 2
W
G B
-1 -D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
SPATIU OCUPAT
ARIE
(m2)
FACTOR DE OCUPARE
(PERSOANE/m2)
CAPACITATE
OCUPARE
(PERSOANE)
SPATIU DEPOZITARE
(CAMERA TEHNICA) 104 46.5 3
NUME
IESIRE
LATIME
(mm)
FACTOR LATIME
(mm/PERSOANA)
CAPACITATE DE
OCUPARE
(PERSOANE)
IESIRE - CAMERA TEHNICA
TOTAL
1829 5 364
IESIRE - CAMERA ELECTRICA 1829 5 364
SPATIU DEPOZITARE
(CAMERA ELECTRICA) 56 46.5 2
TOTAL 5160
CALCUL CAPACITATE OCUPARE OCCUPANT CAPACITY
1 : 50E1 CENTRAL PLANT LIFE SAFETY PLAN
A
9000 9000
CF-1H CF-1H CF-1H
CF-1H CF-1H CF-1H
18000
WF-1
WF-1
W F
-1
W F
-1
WF-1
WF-1
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
E U
R O
P E
D
IS
T R
IC
T
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
SB101
CTAB-H
C E
N T
R A
L P
L A
N T
F O
U N
D A
T
IO
N P
L A
N
P L A
N D
E F
U N
D A
T
II
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 5 m
1:100
SCALE
1 : 100G4
CENTRAL PLANT FOUNDATION PLAN - PLAN DE FUNDATII
PLAN
NORTH
FOUNDATION SCHEDULE - EXTRAS FUNDATII
TYPE - TIP DEPTH - ADANCIME WIDTH - LATIME LENGTH - LUNGIME
TOP ELEVATION -
COTA SUP. REINFORCEMENT - ARMATURA REMARKS - OBSERVATII
200 SOG 200 0 Ø10 @ 250 EW MID DEPTH OF SLAB
CF-1H 760 2300 2300 -610 7 Ø25 EW, T&B
ENCASE CONC 610 0
WF-1 600 600 -610 3 Ø16 CONT. B; Ø16 @ 1200
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
O R
C O N
STR
U C
TIO
N
N U E
S
TE P
E N
TR
EXEC
TIE
A
9000 9000
200 SOG
18000
C J
PRECAST CONCRETE COLUMN SCHEDULE -
EXTRAS STALP PREFABRICAT BETON
TOF TOF
-610 -610
TOJ TOJ
5458 5458
Column Locations
A-1, A-2, A-3 B-1, B-2, B-3
BP-1 BP-1
P C
P C
-6
-6
Ø
Ø
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
R O
P E
D
IS
T R
IC
T
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
SB102
CTAB-H
C E
N T
R A
L P
L A
N T
F L O
O R
S L A
B P
L A
N
P L A
N
P L A
C A
P A
R D
O S
E A
L A
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 5 m
1:100
SCALE
1 : 100 G4
CENTRAL PLANT FLOOR SLAB PLAN - PLAN PLACA PARDOSEALA
PLAN
NORTH
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
O R
C O N S
TR
U C
TIO
N
N U E
S T E P
E N
X E C
TIE
A
9000 9000
18000
510G5N27K-H 510G5N27K-H
L
H
-H
510G5N27K-H510G5N27K-H
L
H
-H
L
H
-H
L
H
-H
T
Y P
L80X10
L
X
L80X10
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
R O
P E
D
IS
T R
IC
T
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
SF101
CTAB-H
C E
N T
R A
L P
L A
N T
R O
O F
F R
A M
IN
G
P L A
N
P L A
N
C A
D R
E A
C O
P E
R
IS
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 5 m
1:100
SCALE
1 : 100 G4
CENTRAL PLANT ROOF FRAMING PLAN - PLAN CADRE ACOPERIS
PLAN
NORTH
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
O R
C O
N S T R U C T
IO
N
N U E
S T E P
E N T
E C U T
IE
650 7500 650
CL
350350
CL OF BRG - AX CENTRAL REZEMARE
CL OF BRG - AX CENTRAL REZEMARE
.0
L40X 4 L4
0X
L40X
L40X
L40X
L4 0X
L4
0X
L4 0X
2L60X40X5
2L45X30X5
L
X
L
X
L
X
L
X
150 150
CL
350 350
1740 1740 1740 1740 1740
CL OF BRG - AX CENTRAL REZEMARE CL OF BRG - AX CENTRAL REZEMARE
2L80X40X5 LLV
2L75X50X5 LLV
2L30X4 2L40X4 2L30X4 2L30X4 2L30X4
2L40X4
L
X
L
X
L
X
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
R O
P E
D
IS
T R
IC
T
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
S-201
CTAB-H
C E
N T
R A
L P
L A
N T
J O
IS
T
A N
D G
IR
D
E R
P R
O F
IL
E
S
P R
O F
IL
E
F E
R M
E S
I P
A N
E
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 1000 mm
1:20
SCALE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
O R
C O N S T R U C T
IO
N
N U E
S T E P
E N T
E C U T
IE
1 : 20
JOIST PROFILE 460LH15-H - PROFIL FERMA 460LH15-HB1
1 : 20
GIRDER PROFILE 510G5N27K-H - PROFIL FERMA 510G5N27K-HH1
PC COL - STALP
PREFABRICAT BETON
SOG - PLACA PARDOSEALA
CONC LOW WALL,
SEE ARCH -
PERETE INFERIOR
BETON, VEZI ARH
SEE FOOTING SCHEDULE -
VEZI EXTRAS FUNDATIE
-610
TYP EXT FTG
PAVEMENT,
SEE CIVIL DWG -
TROTUAR, VEZI
DESENE CIVILE
-610
TYP EXT FTG
SOG
F.F.
WIDTH OF DOOR OPENING
Ø x
Ø
O
C
H
O K
E D
2 Ø14 @ 150 OC
NOTE:
1. REINFORCING STEEL SHOWN IS IN ADDITION TO TYPICAL SLAB
REINFORCING STEEL.
1 Ø14
2 Ø 14 x 915
610610
POROUS FILL - UMPLUTURA POROASA
VAPOR BARRIER - BARIERA VAPORI
CONC SOG - PLACA PARDOSEALA BETON
REINF STL - ARMATURA
T
2 Ø14 CONT ALONG EDGE - 2 Ø14 CONT IN LUNGUL MUCHIEI
CONC SOG - PLACA
PARDOSEALA BETON REINF STL -
ARMATURA
T /4
T
3 JOINT - ROST
EXTERIOR COLUMN - STALP EXTERIOR
CJ - ROST DE CONTROL
SLAB EDGE - MUCHIE PLACA
PARTIAL DIAMOND SHAPE 13
MM ISOLATION JOINT W/
JOINT FILLER - ROST DE
IZOLATIE 13 MM UMPLUT CU
CHIT DE ETANSARE
CONC INFILL FROM BASE PL TO
TOP OF SLAB - UMPLUTURA
BETON DE LA PLACA DE BAZA LA
PARTEA SUP. A PLACA
CORNER COLUMN - STALP COLT
SLAB EDGE - MUCHIE PLACA
PARTIAL DIAMOND SHAPE 13
MM ISOLATION JOINT W/ JOINT
FILLER - ROST DE IZOLATIE 13
MM UMPLUT CU CHIT DE
ETANSARE
CONC INFILL FROM BASE
PL TO TOP OF SLAB -
UMPLUTURA BETON DE
LA PLACA DE BAZA LA
PARTEA SUP. A PLACA
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
R O
P E
D
IS
T R
IC
T
D R
A W
N B
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D E
S
IG
N E
D B
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S U
B M
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S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
S-301
CTAB-H
C E
N T
R A
L P
L A
N T
F O
U N
D A
T
IO
N D
E T
A
IL
S
D E
T A
L
II
F U
N D
A T
II
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
B .G
R
IF
F
IN
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 1000 mm
1:20
SCALE
L65X7 W/ WHS
M13X100 AT 300 OC
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
O R
C O N
STR
U C
TIO
N
N U E
STE P
E N
XEC
U
TIE
1 : 20
H1
SECTION THRU FOOTING AT EXTERIOR COLUMNS -
SECTIUNE PRIN FUNDATII STALP EXTERIOR
1 : 20
B11
SECTION THRU ROLLUP DOOR - SECTIUNE PRIN USA
BATANTA
1 : 20
B1
SLAB REINFORCING AT RE-ENTRANT CORNERS -
ARMATURA PLACA LA COLTURI INTERIOARE
1 : 20
SLAB-ON-GRADE - PLACA PARDOSEALAM11
1 : 20
CONTROL JOINT - ROST DE CONTROLJ11
1 : 20
B6
SLAB ISOLATION JOINTS AROUND COLUMN BASE- ROST
IZOLATIE IN JURUL BAZEI STALPULUI
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION
1 EXTERIOR FOOTING SHALL BE ON 200 MM THICK OF
COMPACTED GRAVEL LAYER ON TOP OF COMPETENT SOIL FOR
FOUNDATION BEARING.
2 REFER TO S-303 FOR SUB-BASE PREPARATION FOR
SLAB-ON-GRADE
FOOTING REBAR NOT SHOWN FOR
CLARITY - FUNDATIE, ARMATURA
NU ESTE INDICATA PT. CLARITATE
BASE PLATE ELEVATION VIEW - VEDERE IN
ELEVATIE PLACA DE BAZA
D
E
W
L
BASE PLATE PLAN VIEW - VEDERE
IN PLAN PLACA DE BAZA
WASHER PL 12X75X75 -
SAIBA 12X75X75
TYP
STEEL PL - PLACA DE OTEL
TYPE
BP-1
BASE PLATE AND ANCHOR BOLT SCHEDULE - EXTRAS PLACA DE BAZA SI BULOANE DE ANCORAJ
L (mm) W (mm) T (mm) # of AB
D (mm) E (mm) REMARKS - OBSERVATII
590 590 25 25 500 Grid A & B
DIA OF AB
Ø25
SECTION A-A -
SECTIUNE A-A
L
W
L
SECTION B-B -
SECTIUNE B-B
REFER TO COL.
SCHED - VEZI
EXTRAS STALP
REFER TO COL.
SCHED - VEZI
EXTRAS STALP
A
B
B
A
B
B
L 2 1
FINISH FLOOR EL. SEE ARCH.
DRAWINGS - FINISAJ PLACA, VEZI
DESENE ARH.
Ø14 W/ 90 DEGREE HOOK @ 610 OC.
EPOXY DOWEL INTO EXISTING SLAB
W/ 100 EMB. - Ø14 W/ 90 GRADE
CARLIG INGLOBATE 100 MM IN PLACA
EQUIPMENT PAD - SUPORT ECHIPAMENT
Ø14 @ 300 EW
M
IN
EQUIPMENT FACE - FATA ECHIPAMENT
MIN
INSTALLER TO PROVIDE ADEQUATE ANCHOR
BOLT SIZE AND EMBEDMENT TO MEET SEISMIC
RESISTANCE PER SPEC REQUIREMENT
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
R O
P E
D
IS
T R
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D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
S-302
CTAB-H
C E
N T
R A
L P
L A
N T
S E
C T
IO
N
A N
D D
E T
A
IL
S H
E E
T S
D
E T
A L
II
S I
S E
C T
IU
N
I B
A Z
A S
T A
L P
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
0 1000 mm
1:20
SCALE
N O T F
O R
C O N S
TR
U C
TIO
N
N U E
STE
P
E N
EXE
U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION
1 IF L2 < 6.2 M, L1=1.6 M WHERE REBAR TIES Ø10 @ 100 SPACING;
UPPER COLUMN TIE SPACING Ø10 @ 150.
2 IF 6.2 < L2 < 9.2 M, L1 = 2.3 M WHERE REBAR TIES Ø10 @ 100
SPACING; UPPER COLUMN TIE SPACING Ø10 @ 150.
3 (8) VERTICAL BARS WITHOUT LAP SPLICE WITHIN COLUMN.
REFER TO S-601 FOR BAR SIZE FOR EACH COLUMN. EACH BAR IS
FULLY WELDED ONTO STEEL BASE PLATE. REINFORCEMENT
SHOWN HEREIN IS MINIMUM REQUIREMENT. PRECASTER MAY
DETERMINE ADDITION FOR CASTING AND ERECTING
CONSIDERATION.
4 REFER TO S-601 FOR COLUMN SECTION DIMENSION.
5 REFER TO BASE PLATE AND ANCHOR BOLT SCHEDULE ON THIS
SHEET FOR DETAILS.
6 ANCHOR BOLTS ARE REINFORCING STEEL WITH STANDARD 90
DEGREE BEND AT ONE END AND THREADED AT TOP TO RECEIVE
BOLT NUTS. REFER TO S-001 CONCRETE GENERAL NOTE FOR
SPECIFIED REBAR STRENGTH. IT IS NOT PERMITTED TO
EXCHANGE TO LOWER STRENGTH.
7 NON-SHRINK GROUT FULLY UNDER BASE PLATE. SEE SPEC FOR
DETAILS.
1 : 20
BASE PLATE DETAILS & SCHEDULE - EXTRAS SI DETALII PLACA DE BAZAG10
1 : 20
PRECAST COLUMN REINFORCEMENT - ARMATURA STALP PREFABRICATG1
1 : 10
EQUIPMENT PAD DETAIL - DETALIU SUPORT ECHIPAMENTA10
B B
TOJ
700 TYP
10 MM EJ AT GIRDER ENDS -
ROST DE IMBAINRE DE 10 MM
LA CAPATUL PANEI
CL OF JOIST CENTER
TO GRIDLINE - AX
CENTRAL FERMA
CENTRAT PE INTERAX
CENTER OF GIRDER BEARING, TYP. -
CENTRUL DE SPRIJIN AL PANEI
TOP OF COLUMN - PARTEA
SUP. A STALPULUI
GIRDER TOP CHORD -
TALPA SUP. A PANEI
END COL - STALP DE CAPAT
SEE ROOF FRAMING PLAN - VEZI PLAN CADRE ACOPERIS
L75X7 EA SIDE
L150X100X10
L150X100X10
CL STEEL JOIST OR BEAM -
AX FERMA SAU GRINDA
OPENING - DESCHIDERE
STEEL JOIST OR BEAM -
FERMA SAU GRINDA
PLAN
SECTION -SECTIUNE
- VEZI PLANURI DE ARH
REFER TO ARCH PLAN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
R O
P E
D
IS
T R
IC
T
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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T
E D
B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
S
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D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
S-303
CTAB-H
C E
N T
R A
L P
L A
N T
R O
O F
F R
A M
IN
G
D E
T A
IL
S
D
E T
A L
II
C A
D R
E A
C O
P E
R
IS
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
B .G
R
IF
F
IN
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 1000 mm
1:20
SCALE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
O R
C O N S
TR
U C
TIO
N
N U E
S
TE
P E N
XE
C U
TIE
1 : 20
JOIST CONNECTION ON END COLUMN - IMBINARE FERMA STALPJ7
1 : 20
PLAN VIEW B - B - VEDERE IN PLAN B - BA10
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION
1 THIS IS A TYPICAL DIMENSION BTWN TOP OF JOIST AND TOP OF
CONCRETE COLUMN
2 L75X8 BTWN EVERY TWO JOIST TOP CHORDS, CONTINUOUS
ALONG ROOF EDGE
3 (2) BOLTS ON EACH GIRDER END. ALONG GIRDER LENGTH BTWN
SUPPORTS, JOIST SEAT IS TYPICALLY FIELD WELDED TO TOP OF
GIRDER.
4 GIRDER SEAT PL 24X200X300 W/ BOLT HOLES; ANCHOR EACH
GIRDER TO CONCRETE COLUMN W/ (2) ADHESIVE ANCHORS, 20
MM DIAMETER, 200 MM EMBEDMENT.
5 JOIST BOTTOM CHORD BRACING: L50X4 CONNECTING ALL JOIST
BOTTOM CHORDS CONTINUOUSLY. APPLY SUCH BRACING TO
EACH END PANELS OF THE JOIST, AND PANELS AT EVERY 1/5
SPAN LOCATION, TYPICALLY (6) BRACING POINTS FOR EACH
JOIST AND ALL JOISTS.
6 GIRDER BOTTOM CHORD BRACING L50X4 ANGLE INTERLOCKING
JOIST END . APPLY SUCH BRACING TO END PANELS OF EACH
GIRDER, AND AT MID SPAN, TYPICALLY (3) BRACING POINTS FOR
EACH GIRDER. ADDITIONAL BRACING NEEDED NEAREST TO
DOOR JAMB BRACING POINT.
7 JOIST TOP CHORDS SHALL BE BRACED DURING CONSTRUCTION
BEFORE ROOF DECK IS FULLY INSTALLED AND ANCHORED TO
TOP OF JOIST. CONTRACTOR MUST DESIGN AND PROVIDE ALL
TEMPORARY BRACING TO COMPLY WITH SAFETY REGULATIONS.
1 : 20
A2
FRAMING AROUND ROOF OPENING - CADRE IN JURUL
DESCHIDERII IN ACOPERIS
CL OF BRG -
AX IMBINARE
A A
EXTENSION ON EXT COL -
EXTENSIE PE STALP
EXTERIOR
END OF GIRDER, TYP ON INT
COL - CAPAT PANA, TIPIC
STALP INTERIOR
BOLT HOLE TO RECEIVE JOIST
SEAT CONNECTION - GAURA PT
SURUB FIXARE SCAUN FERMA
150 MIN
BOTH SIDES OF WEB -
AMBELE FETE ALE INIMII
A - A
BOTH SIDES OF WEB -
AMBELE FETE ALE INIMII
0 150
JOIST TOP CHORD -
TALPA SUP. FERMA
GIRDER TOP CHORD -
TALPA SUP. PANA
CL OF BRG - AM IMBINARE
B B
GIRDER TOP CHORD -
TALPA SUP. PANA
SEE S-201 FOR LIMIIT OF
TOP CHORD EXTENSION -
VEZI S-201 PT. LMITA
EXTENSIEI TALPII SUP.
TYP
B
B
BOTH SIDES OF WEB -
AMBELE FETE ALE INIMII
B - B
BOTH SIDES OF WEB -
AMBELE FETE ALE INIMII
M
IN
GIRDER TOP CHORD -
TALPA SUP. A PANEI
AT COL LINES - IN DREPTUL
LINIEI STALPILOR
BTWN COL LINES - INTRE
LINIILE STALPILOR
JOIST TOP CHORD -
TALPA SUP. A FERMEI
3 3
25 MIN
TYP FOR EACH VERT WEB
OFFSET DIAGONAL WEBS TO
CLEAR FROM CONFLICT W/
OTHER WEBS
TYP
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
E
E R
S E
U R
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B Y
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B Y
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C H
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K E
D B
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A N
S I D
IS
S
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D A
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C O
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C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
M
L
K
J
H
G
F
E
D
C
B
A
S-304
CTAB-H
C E
N T
R A
L P
L A
N T
J O
IS
T
A N
D G
IR
D
E R
D E
T A
IL
S
D
E T
A L
II
F E
R M
E S
I P
A N
E
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 500 mm
1:10
SCALE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
C U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION
1 DETAILS ON THIS SHEET ARE USED IN CONJUNCTION WITH S-201
AND S-304. REFER TO THESE SHEETS FOR DIMENSIONS AND
INFORMATION NOT NOTED HEREIN.
2 GIRDER SEAT DOUBLE ANGLE AT LEAST SAME THICKNESS AS
TOP CHORD ANGLES.
3 JOIST SEAT DOUBLE ANGLE AT LEAST SAME THICKNESS AS TOP
CHORD ANGLES.
4 (1) M20 BOLT TO CONNECT DOUBLE ANGLE WEB AT MID POINT
BTWN TOP AND BOTTOM CHORD, TYP FOR ALL TRUSS WEBS
WITH DOUBLE ANGLES.
5 OFFSET WEB FROM ITS CENTER LINE TO AVOID CONFLICTING
WITH SUPPORT MEMBER.
1 : 10
GIRDER SEAT DETAIL - DETALIU SCAUN PANAK1
1 : 10
K11
JOIST BEARING DETAIL (HIGH END) - DETALIU REZERMARE
SUPERIOARA FERMA
1 : 10
JOIST BEARING DETAIL (LOW END) - DETALIU REZEMARE INFERIOARA FERMAE1
1 : 10A1
TRUSS INTERNAL CONNECTION DETAIL - DETALI IMBINARE INTERNA FERMA
EL 2240
EL 2240
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S E
U R
O P
E D
IS
T
R
IC
T D
R A
W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
M
L
K
J
H
G
F
E
D
C
B
A
S-305
CTAB-H
C E
N T
R A
L P
L A
N T
E N
D W
A L L C
O N
N E
C T
IO
N
D E
T A
IL
S
D
E T
A L
II
P R
IN
D
E R
E P
E R
E T
E D
E C
A P
A T
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 TYPICAL SLIP TOP TRACK T15014 ATTACHED ROOF DECK. REFER
TO S-003 FOR SHAPE AND PROPERTIES OF CFS SECTION. STUD
BOTTOM TRACK IS ANCHORED TO TOP OF CONCRETE WALL.
2 REFER TO S-304 FOR BOTTOM CHORD BRACING INFORMATION.
3 CONNECT BRIDGING TO END WALL STUD.
4 PROVIDE CROSS BRACING AT END BAY.
5 TYPICAL CFS WALL FRAMING S15014 AT 600 MM SPACING OC.
REFER TO S-003 FOR SHAPE AND PROPERTIES OF CFS SECTION.
6 L75X8 WELDED TO EACH JOIST EXTENTION TO PROVIDE
CONNECTION BTWN CFS TOP TRACK AND ROOF STEEL.
7 EMBEDDED L80X7, 200 LG W/ (2) WHS 12 DIA, 260 LG, 150 OC, MAX
SPACING BETWEEN ANGLES IS 1200 MM OC.
8 L80X7 CONNECTS CONCRETE PANEL TO BRACING BEAM.
9 SHS200X8, SEE DETAIL H6 ON THIS SHEET FOR CONNECTION TO
CONCRETE COLUMN.
10 PROVIDE (2) CONNECTIONS AT TOP OF EACH PRECAST PANEL,
ONE ON EACH FACE OF THE PRECAST COLUMN. COORDINATE
LOCATION OF EMBEDDED ANGLES.
0 1000 mm
1:20
SCALE
0 500 mm
1:10
SCALE
N O T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
C U
TIE
1 : 20
H7
DOOR JAMB SIDE WALL CONNECTION - IMBINARE PANOU
PERETE LATERAL TOC USA
1 : 20
A7
END WALL FRAMING DETAIL - DETALII PANOU PERETE DE
CAPAT
AT CORNERS AT ENDS
AT INTERSECTIONS
3 Ø16
5 Ø16
3 Ø16
D
SEE SCHED
SECTION
REBAR, SEE SCHED
200 MIN
ELEVATION
LINTEL SCHEDULE
W (MM) D (MM) REBAR
< 1800 200 2 #16
1800<W <3600 400 2 #16
OPEN
INTERSECTION DETAIL CORNER DETAIL
PLAN
TOP OF CMU WALL.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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S O
F E
N G
IN
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E R
S E
U R
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W N
B Y
D E
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S U
B M
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T
E D
B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
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A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
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GRAPHIC SCALES -
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0 1000 mm
1:20
SCALE
N O T F
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APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 ALTERNATE BLOCK COURSED TO MAKE UNITS INTERLOCK AT
INTERSECTION.
2 FULL DEPTH OF LINTEL BEAM, "D" IS GROUTED.
3 FILL THE CORE AT LINTEL BEARING WITH GROUT AND (1) Ø16
VERTICAL FOR FULL HEIGHT OF WALL
4 USE LINTEL FOR OPENING WIDTH GREATER THAN 900 MM; USE
STEEL ANGLE L100X6 AS LINTEL FOR OPENING WIDTH LESS
THAN 900 MM; FIELD CUT OPENING WITHOUT LINTEL FOR
OPENING LESS THAN 300 MM.
5 VERTICAL REINFORCING (1) Ø16 IN GROUTED CELL AT 1000 MM
ON CENTER, FULL HEIGHT OF WALL
6 A CONTINUOUS BOND BEAM WITH (2) Ø16 THROUGH
CONTROLLED JOINTS.
7 HORIZONTAL REINFORCING, 2.9 MM DIAMETER, IN MORTAR
JOINT, AT 400 MM VERTICAL SPACING.
8 REBAR DOWEL INTO FLOOR SLAB OR FOUNDATION WITH
POST-INSTALLED ADHESIVE ANCHOR. LAP SPLICE 600 MM.
9 BENT BAR (1) Ø16 600X600.
10 WALL CONTROL JOINT CENTER LINE. SEE ARCHITECTURAL
DRAWING FOR LOCATION OF CONTROL JOINTS. PLACE (1)
REINFORCED GROUTED CELL AT EACH SIDE OF CONTROL JOINT
1 : 20
TYPICAL REINFORCING AT CMU WALLK1
1 : 20
TYPICAL MANSORY LINTELK8
1 : 20
TYPICAL REINFORCING AT BOND BEAM INTERSECTIONE1
1 : 20
TYPICAL CMU WALL REINFORCEMENTD8
1 : 20
TYPICAL REINFORCING AT CONTROL JOINTB1
A-201 K1
A-201 A9
A-201 E1
A
B
MECHANICAL
J1 A-301101
2 3
C1 A-301
A-201 A1
ELECTRICAL
685685 9000 9000
19370
635 1250
A1 A-501
A7 A-501
DAY TANK
TYP
TYP
M120R
M30R
M120R
A12 A-501
US Army Corps of Engineers ®
SHEET ID
U S
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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1 : 50F1 CENTRAL PLANT FLOOR PLAN - UZINA CENTRALA PLAN
PLAN
NORTH
SHEET NOTES - NOTE PLANSA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
2. REFER TO SHEET A-601 FOR WALL TYPE SCHEDULE.-VEZI
PLANSA A-601 PENTRU LISTA CU TIPURI DE PERETI.
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ KEY NOTES - NOTE CHEIE
1 DOWNSPOUT - PREFINISHED - BURLAN PREFINISAT
2 CONCRETE COLUMN. REF STRL - STALP BETON VEZI PROIECT
STRUCTURA
3 FS-1. REF PLBG - FS-1 VEZI PR. SANITARE
4 EQUIPMENT. REF MECH - ECHIPAMENT VEZI PR. MECANICE
5 FIXED LADDER - WALL MOUNTED - SCARA FIXA MONTAJ PE
PERETE
6 EQUIPMENT. REF ELEC - ECHIPAMENT VEZI PR. ELECTRICE
A
B
2 3
TYP
US Army Corps of Engineers ®
SHEET ID
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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1 : 50F1 CENTRAL PLANT REFLECTED CEILING PLAN - UZINA CENTRALA PLAN PLAFON
PLAN
NORTH
GRAPHIC SCALES -
SCARA GRAFICA
SHEET NOTES - NOTE PLANSA
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ KEY NOTES - NOTE CHEIE
1 STEEL FRAMING. REF STRL - CONFECTIE OTEL VEZI PR.
STRUCTURA
2 FIXED LADDER - WALL MOUNTED - SCARA FIXA MONTATA
PE PERETE
3 ACCESS HATCH - 750MM X 750MM - TRAPA DE ACCES
750MM X 750MM
4 LIGHTING FIXTURE. REF ELEC - CORP DE ILUMINAT VEZI PR.
ELCTRICE
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
SEAL-STAMPILA
A
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US Army Corps of Engineers ®
SHEET ID
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PLAN
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1 : 50F1 CENTRAL PLANT ROOF PLAN - UZINA CENTRALA PLAN INVELITOARE
GRAPHIC SCALES -
SCARA GRAFICA
SHEET NOTES - NOTE PLANSA
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ KEY NOTES - NOTE CHEIE
1 METAL COPING - SORT DE METAL
2 SCUPPER AND DOWNSPOUT - RIGOLE SI BURLANE
3 TAPERED INSULATION - IZOLATIE CU PANTA
4 EPDM ROOF SYSTEM - SISTEM ACOPERIS EPDM
5 POWER ROOF VENTILATOR. REF MECH - VENTILATOR
ACOPERIS VEZI PR. MECANICE
6 EXHAUST FAN. REF MECH - VENTILATOR EXTRACTIE VEZI PR.
MECANICE
7 ACCESS HATCH - 750MM X 750MM - TRAPA DE ACCES 750MM X
750MM
8 CRICKET - COAMA
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
FF
TOP OF PARAPET
L1
TYP8 TYP
11TYP
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TOP OF PARAPET
L1
TYP
9 TYP
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TOP OF PARAPET
6 2
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8 TYP
US Army Corps of Engineers ®
SHEET ID
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SHEET NOTES - NOTE PLANSA
1 : 50A-101
CENTRAL PLANT NORTH BUILDING ELEVATION - UZINA CENTRALA FATADA NORDK1
1 : 50A-101
CENTRAL PLANT SOUTH BUILDING ELEVATION - UZINA CENTRALA FATADA SUDE1
1 : 50A-101
CENTRAL PLANT WEST BUILDING ELEVATIONA9
1 : 50A-101
CENTRAL PLANT EAST BUILDING ELEVATIONA1
GRAPHIC SCALES -
SCARA GRAFICA
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ KEY NOTES - NOTE CHEIE
1 SCUPPER AND DOWNSPOUT - RIGOLE SI BURLANE
2 PRECAST ARCHITECTURAL CONCRETE INSULATED PANEL -
PANOU PREFABRICAT ARHITECTURAL DIN BETON CU IZOLATIE
3 INSULATED METAL WALL PANEL - PANOU SANDWICH DE
PERETE
4 METAL COPING - SORT DE METAL
5 EQUIPMENT. REF MECH - ECHIPAMENT VEZI PR. MECANICE
6 STEEL DOOR AND FRAME - USA SI TOC METALIC
7 ACCESS HATCH - 750MM X 750MM - TRAPA DE ACCES 750MM X
750MM
8 CJ
9 DUCTWORK. REF MECH - TUBULATURI VEZI PR. MECANICE
10 EXHAUST FAN. REF MECH - VENTILATOR EXTRACTIE VEZI PR.
MECANICE
11 LIGHTING. REF ELEC - ILUMINAT VEZI PR. ELECTRICE
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
- UZINA CENTRALA FATADA EST - UZINA CENTRALA FATADA VEST
A B
TOF
-610
TOP OF PARAPET
4 5
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2 3
TOP OF PARAPET
TYP
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US Army Corps of Engineers ®
SHEET ID
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SHEET NOTES - NOTE PLANSA
1 : 50A-101
TRANSVERSE SECTION - SECTIUNE TRANSVERSALAJ1
1 : 50A-101
LONGITUDINAL SECTION - SECTIUNE LONGITUDINALAC1
GRAPHIC SCALES -
SCARA GRAFICA
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ KEY NOTES - NOTE CHEIE
1 EQUIPMENT. REF MECH - ECHIPAMENT VEZI PR. MECANICE
2 EPDM ROOF SYSTEM - SISTEM DE ACOPERIS EPDM
3 STEEL FRAMING. REF STRL - CONFECTIE OTEL VEZI PR.
STRUCTURA
4 POWER ROOF VENTILATOR. REF MECH - VENTILATOR
ACOPERIS VEZI PR. MECANICE
5 EXHAUST FAN. REF MECH - VENTILATOR DE EVACUARE VEZI
PR. MECANICE
6 SCUPPER AND DOWNSPOUT - RIGOLE SI BURLANE
7 FLOOR SLAB. REF STRL - PLACA BETON VEZI PROIECT
STRUCTURA
8 CONC FOOTING. SEE STRL - FUNDATIE BETON VEZI PR.STR
9 ACCESS HATCH - 750MM X 750MM - TRAPA DE ACCES 750MM X
750MM
10 FIXED LADDER - WALL MOUNTED - SCARA FIXA MONTATA PE
PERETE
11 LIGHTING FIXTURE. REF ELEC - CORP DE ILUMINAT VEZI PR.
ELECTRICE
TOP OF PARAPET
600 (MIN.)
A
600 (MIN.)
FF
A
TOF
-610
TOP OF PARAPET
14 2111
US Army Corps of Engineers ®
SHEET ID
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1:20
SCALE
SHEET NOTES - NOTE PLANSA
GRAPHIC SCALES -
SCARA GRAFICA
1 : 20A-101
WALL SECTION - SECTIUNEA1
1 : 20A-101
WALL SECTION - SECTIUNEA7
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
SEAL-STAMPILA
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ KEY NOTES - NOTE CHEIE
1 INSULATED HATCH PANEL- TRAPA DIN PANOU IZOLAT
2 STEEL ANGLE ACCESS HATCH CURB SUPPORT. REF STRL -
PRINDERE TRAPA DE ACCES CU CORNIER OTEL
3 METAL DECK - PLATFORMA METALICA
4 12.5MM GYPSUM COVER BOARD - PLACARE CU GIPS-CARTON
DE 12.5MM
5 EPDM ROOFING SYSTEM - SISTEM ACOPERIS EPDM
6 PREFIN METAL COPING - SORT DE METAL PREFINISAT
7 TREATED WOOD BLOCKING - FROM 50MM X 200MM - LEMN
IGNIFUGAT DE LA 50MM X 200MM
8 PREFORMED LIGHT GA STEEL PLATE - PLACA METALICA
PREFABRICATA
9 INSULATION BATTS - PLACI IZOLATIE
10 10MM STEEL BENT PLATE (CONT) - PLACA DE OTEL
AMBUTISATA 10MM
11 150MM METAL STUD. REF STRL - MONTANT METALIC 150MM
VEZI PR. STRUCTURA
12 STUD BRACING AS REQUIRED - CONTRAVANTUIRE CF.
CERINTELOR
13 50MM FURRING CHANNEL - PROFIL METALIC TIP U 50MM
14 PREFIN LINER PANEL - PANOU METALIC PREFINISAT
15 200MM MASONRY WALL - PERETE ZIDARIE 200MM
16 CRICKET BEYOND - PESTE COAMA
17 BATTEN BAR WITH FASTENERS - PLACA DE FIXARE CU
AGRAFA
18 MEMBRANE FLASHING - SORT DIN MEMBRANA
19 SEALANT - ETANSARE
20 SHEET METAL SCUPPER SECURED TO WALL AND BLOCKING -
GARGUI DIN TABLA FIXAT PE PERETE
21 CONC COLUMN BEYOND. REF STRL - STALP DE BETON IN
SPATE VEZI PR. STRUCTURA
22 FINISH GRADE. REF CIVIL - PANTA FINISATA VEZI PR. CIVILE
23 UNDERGROUND STORM DRAINAGE SYSTEM. REF CIVIL -
SISTEM DE PLUVIALE SUBTERAN VEZI PR. CIVILE
24 CONC FOOTING. REF STRL - FUNDATIE BETON VEZI PR.
STRUCTURA
25 CONC SLAB. REF STRL - PLACA BETON VEZI PR. STRUCTURA
26 PRECAST ARCHITECTURAL CONCRETE INSULATED PANEL -
PANOU PREFABRICAT ARHITECTURAL DIN BETON CU
IZOLATIE
1 : 20A-101
WALL SECTION - SECTIUNEA12
REF SCHED
HM
R
EF
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F
FLUSH
R
EF
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FINISH FLOOR LINE
L1
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REF SCHED
US Army Corps of Engineers ®
SHEET ID
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1:50
SCALE
SHEET NOTES - NOTE PLANSA
DOOR SCHEDULE - TABLOU TAMPLARII USI
DOOR NO. -
NR. USA TYPE - TIP
DOOR - USA FRAME - RAME
STC RATING -
EVALUARE STC
FIRE RATING -
EVALUARE INCENDIU
HARDWARE -
FERONERIE COMMENTS - COMENTARII
SIZE - DIMENSIUNE
MATERIAL -
METRIAL
FINISH -
FINISAJ
TYPE -
TIP
MATERIAL -
MATERIAL
DETAILS - DETALII
WIDTH -
LATIME
HEIGHT -
INALTIME
THK -
GROSIME HEAD - CAPAC JAMB - GLAF
SILL -
PERVAZ
101 F 1829 2134 44 HM PNT 1 HM L1/AE601 F1/AE601 A1/AE601 --
102 F 1829 2134 44 HM PNT 1 HM L1/AE601 F1/AE601 A1/AE601 --
103 F 1829 2134 44 HM PNT 1 HM L1/AE601 F1/AE601 A1/AE601 --
1 : 50
FRAME TYPE - TIP RAMA
1 : 50
DOOR TYPE - TIP USA
ROOM FINISH SCHEDULE - TABLOU FINISAJE
WT ROOM NAME NUMELE CAMEREI
BASE -
BAZA
WALL FINISH - FINISAJ PERETE
FLOOR -
PARDOSEALA
CEILING - PLAFON
NOTES - NOTE
NORTH -
NORD EAST - EST
SOUTH -
SUD
WEST -
VEST
FINISH -
FINISAJ
CEILING -
PLAFON
101 MECHANICAL MECANIC - EXP PNT EXP EXP ER1 EXP -
102 ELECTRICAL ELECTRIC - EXP EXP EXP PNT ER1 EXP -
103 DAY TANK REZERVOR - PNT PNT EXP EXP ER1 EXP -
FINISH ABBREVIATIONS
ER1 EPOXY-RESIN - RASINA
EPOXIDICA
EXP EXPOSED - EXPUSE
PNT PAINT - VOPSEA
GRAPHIC SCALES -
SCARA GRAFICA
1. REFER TO A-001 IN GENERAL DRAWINGS SET CTAB-GEN
FOR GENERAL NOTES, ARCHITECTURAL GRAPHIC
SYMBOLS AND ABBREVIATIONS.- REFERINTA PENTRU A-001
SETUL DE DESENE GENERALE CTAB-GEN PENTRU NOTE
GENERALE, DE ARHITECTURA, SIMBOLURI GRAFICE SI
ABREVIERI.
2. REFER TO GENERAL PACKAGE FOR AE SHEETS.- VEZI
PACHETUL GENERAL PENTRU PLANSELE AE.
1 : 50
LOUVER TYPE - TIP JALUZELE
LOUVER SCHEDULE - CENTRALIZATOR GRILE
TYPE - TIP
SIZE - DIMENSIUNE FRAME - RAME
COMMENTS - COMENTARII
WIDTH -
LATIME
HEIGHT -
INALTIME
MATERIAL -
MATERIAL
DETAIL - DETALII
HEAD -
CAPAC
JAMB -
GLAF
SILL -
PERVAZ
L1 450 450 ALUM L5/AE603 G5/AE603 A5/AE603
WALL TYPE SCHEDULE - LISTA TIPURI DE PERETI
MARK -
MARCAJ PLAN - DESCRIPTION - DESCRIERE STC STC TEST UL FIRE RATING
M20B 200MM CONCRETE MASONRY WALL TO UNDERSIDE OF METAL DECK.
M30R 200MM CONCRETE MASONRY WALL (HEIGHT VARIES); WITH S15C WALL TYPE
ABOVE EXTEND TO UNDERSIDE OF METAL DECK. 30 MIN
M120R 200MM CONCRETE MASONRY WALL; EXTEND TO UNDERSIDE OF CONCRETE
PLANK; WITH S15B ABOVE EXTEND TO UNDERSIDE OF METAL DECK. (REF. TO
WALL SECTIONS)
180 MIN
S15C 150MM METAL STUDS TO UNDERSIDE OF METAL DECK. 12.5MM GWB EACH SIDE
WITH BATT INSULATION.
F F
V S
V S
W F
I
I
I
FACP
S
F
2 3
B
A
MECHANICAL
ELECTRICAL
DAY TANK
1. REFER TO SHEET FA001 FOR MORE INFORMATION ABOUT THE
FIRE ALARM SYSTEM.
VEZI PLANUL FA001 PENTRU MAI MULTE INFORMATII DESPRE
SISTEMUL DE ALARMA DE INCENDIU
2. SMOKE DETECTION WILL BE PRESENT THROUGHOUT IN
ACCORDANCE WITH HOST NATION REQUIREMENTS.
SISTEMUL DE DETECTIE FLACARA VA FI PREVAZUT IN TOATE
SPATIILE DESCHISE CONFORM CERINTELOR LOCALE.
3. CARBON MONOXIDE DETECTION WILL BE PRESENT
THROUGHOUT.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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S
D R
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
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M
L
K
J
H
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F
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D
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B
A
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
2500 mm
1:50
SCALE
SHEET NOTES - NOTE PLANSA
NO
T F
O R
C O N
STR
U
CTIO
N
N U E
STE
PENTR
U E
XEC
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FA100
CTAB-H
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M C
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B -1
-D
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C O
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T R
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D I D
A B
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1 : 50E1
CENTRAL PLANT FIRE ALARM PLAN -
CENTRALA TERMICA PLAN ALARMA DE INCENDIU
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK
MARC
AJ
DESCRIPTION - DESCRIERE
PROVIDE ADDRESSABLE INPUT MODULES FOR THE WET
SPRINKLER SYSTEM. ONE MODULE FOR EACH WATER FLOW AND
VALVE SUPERVISORY SWITCH.
ADDRESSABLE INPUT MODULE FOR VALVE SUPERVISORY
SWITCH FOR GATE VALVE ON INCOMING FIRE WATER SERVICE.
ELECTRICALLY OPERATED, EXTERIOR-MOUNTED, WATERFLOW
ALARM BELL. WATERFLOW ALARM BELL SHALL BE RATED FOR 24
VDC AND SHALL BE CONNECTED TO THE FIRE ALARM CONTROL
PANEL.
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK
MARC
AJ
DESCRIPTION - DESCRIERE
PROVIDE ADDRESSABLE INPUT MODULES FOR THE WET
SPRINKLER SYSTEM. ONE MODULE FOR EACH WATER FLOW AND
VALVE SUPERVISORY SWITCH.
ADDRESSABLE INPUT MODULE FOR VALVE SUPERVISORY
SWITCH FOR GATE VALVE ON INCOMING FIRE WATER SERVICE.
ELECTRICALLY OPERATED, EXTERIOR-MOUNTED, WATERFLOW
ALARM BELL. WATERFLOW ALARM BELL SHALL BE RATED FOR 24
VDC AND SHALL BE CONNECTED TO THE FIRE ALARM CONTROL
PANEL.
A
MECHANICAL
ELECTRICAL
OH OH
F SP
DAY TANK
EH
1. THE AREA OF BUILDING H DOES NOT EXCEED 3,716 SQUARE
METERS SO THE BUILDING WILL BE PROTECTED BY A SINGLE
SPRINKLER ZONE.
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