B.08.02.07.11 11_Bldg_L.pdf
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- Solicitation number
- W912GB21R0003
- Issued by
-
Department of the Army European Command
About this file
This is a request for proposal for the construction of a DABS-FEV storage complex in Campia Turzii, Romania. The project involves a single firm fixed-price contract award using a best value tradeoff acquisition method for the construction of storage facilities. Proposals are requested at this time for the RFP Part I only and should not include pricing. The Department of the Army European Command is the contracting agency.
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US Army Corps of Engineers ®
SHEET ID
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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
VICINITY MAP - HARTA ZONA LOCATION MAP - PLAN DE INCADRARE
AREA MAP - PLAN DE SITUATIE
PROJECT SITE
PROJECT SITE
PROJECT SITE
CTAB-L / PUMP HOUSE
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
US Army Corps of Engineers ®
SHEET ID
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SEAL-STAMPILA
INDEX OF DRAWINGS - LISTA DE PLANSE
BLDG ID -
COD CLADIRE
SHEET NUMBER -
NUMAR PLANSA SHEET TITLE - TITLU PLANSA
CTAB-L G-001 COVER SHEET - COPERTA
CTAB-L G-002 PUMP HOUSE INDEX OF DRAWINGS - LISTA DE PLANSE CASA POMPELOR
CTAB-L GI000 PUMP HOUSE LIFE SAFETY CODE SUMMARY
CTAB-L GI001 CASA POMPE PROTECTIE INCENDIU COD
CTAB-L GI101 PUMP HOUSE LIFE SAFETY PLAN
CTAB-L GI102 CASA POMPE PLAN PROTECTIE INCENDIU
CTAB-L SB101 PUMP HOUSE FOUNDATION PLAN - PLAN DE FUNDATII
CTAB-L SB102 PUMP HOUSE FLOOR SLAB PLAN - PLAN PLACA PARDOSEALA
CTAB-L SF101 PUMP HOUSE ROOF FRAMING PLAN - PLAN CADRE ACOPERIS
CTAB-L S-201 PUMP HOUSE JOIST AND GIRDER PROFILES - PROFILE FERME SI PANE
CTAB-L S-301 PUMP HOUSE FOUNDATION DETAILS - DETALII FUNDATII
CTAB-L S-302 PUMP HOUSE BASE PLATE DETAILS & SCHEDULE - DETALII SI EXTRAS PLACA DE BAZA
CTAB-L S-303 PUMP HOUSE ROOF FRAMING DETAILS - DETALII CADRE ACOPERIS
CTAB-L S-304 PUMP HOUSE JOIST AND GIRDER DETAILS - DETALII FERME SI PANE
CTAB-L S-305 PUMP HOUSE END WALL CONNECTION DETAILS - DETALII PRINDERE PERETE DE CAPAT
CTAB-L A-101 PUMP HOUSE FLOOR PLAN - CASA POMPELOR PLAN
CTAB-L A-102 PUMP HOUSE REFLECTED CEILING PLAN - CASA POMPELOR PLAN PLAFOANE
CTAB-L A-103 PUMP HOUSE ROOF PLAN - CASA POMPELOR PLAN INVELITOARE
CTAB-L A-201 PUMP HOUSE EXTERIOR ELEVATIONS - CASA POMPELOR FATADE
CTAB-L A-202 PUMP HOUSE EXTERIOR ELEVATIONS - CASA POMPELOR FATADE
CTAB-L A-301 PUMP HOUSE SECTIONS - CASA POMPELOR SECTIUNI
CTAB-L A-601 PUMP HOUSE SCHEDULES AND DETAILS - CASA POMEPLOR TABLOU TAMPLARII SI FINISAJE
CTAB-L FA100 PUMP HOUSE FIRE ALARM PLAN
CTAB-L FX101 PUMP HOUSE FIRE SUPPRESSION PLAN
CTAB-L PP100 PUMP HOUSE PLUMBING UNDERSLAB PLAN
CTAB-L PP101 PUMP HOUSE PLUMBING FLOOR PLAN
CTAB-L P-900 PUMP HOUSE PLUMBING RISER DIAGRAMS
CTAB-L MH100 PUMP HOUSE HVAC PLAN
CTAB-L MP100 PUMP HOUSE HVAC PIPING PLAN
CTAB-L EL100 PUMP HOUSE LIGHTING PLAN
CTAB-L EP100 PUMP HOUSE POWER PLAN
CTAB-L EP101 PUMP HOUSE POWER ROOF PLAN
CTAB-L EY100 PUMP HOUSE ELECTRONIC SECURITY PLAN
CTAB-L EG100 PUMP HOUSE ELECTRICAL GROUNDING PLAN
CTAB-L EG101 PUMP HOUSE ELECTRICAL GROUNDING ROOF PLAN
CTAB-L E-601 PUMP HOUSE ELECTRICAL PANEL SCHEDULES
REFER TO EACH INDIVIDUAL
PACKAGE FOR AN INDEX OF
DRAWINGS OF THAT PACKAGE
USACE CAMPIA TURZII AIR STATION PUMP HOUSE
ROMANIA
APPLICABLE CODES AND REGULATIONS
1. ONE-STORY WAREHOUSE AND STORAGE FACILITY
- BUILDING GROSS SQ. FT. APPROXIMATE: 213 SM
- OVERALL HEIGHT: 5.5 M
2. OCCUPANCY:
IBC: GROUP S-2, 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
FIRE RESISTIVE REQUIREMENTS OF
BUILDING ELEMENTS
ITEM ALLOWED PROVIDED
HEIGHT OF BUILDING
NUMBER OF STORIES
MAX SINGLE FLOOR AREA
22.86 M 5.5 M
3 1
9,661.6 SM* 213 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: 2
TRAVEL DISTANCE (NFPA 101, 42.2.6)
• ALLOWED: 122 M
• PROVIDED: 20 M
TRAVEL DISTANCE (HOST NATION REQUIREMENTS)
• ALLOWED: 45 M
• PROVIDED: 20 M
COMMON PATH OF TRAVEL (NFPA 101, 42.2.5)
• ALLOWED: 30 M
• PROVIDED: 20 M
DEAD END CORRIDORS (NFPA 101, 42.2.5)
• ALLOWED: 30 M
• PROVIDED: NA
EXIT REMOTENESS (NFPA 101, 7.5.1.3.2)
• ALLOWED: 9.1 M
• PROVIDED: 15 M
EGRESS WIDTH (NFPA 101, 7.3.4)
• ALLOWED: 25 MM
• PROVIDED: 3640 MM
FIRE SEPARATION DISTANCE BETWEEN
BUILDINGS
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: NO (HOST NATION REQUIREMENTS,
UFC 3-600-01, 9-19.2.3)
• PROVIDED: NO
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, 9-18.6)
• PROVIDED: YES
SMOKE CONTROL
• REQUIRED: NO (HOST NATION REQUIREMENTS)
• PROVIDED: NO
REQUIRED: 6.1 M
PROVIDED: 12 M
PER IBC, TABLE 602
MAIN BEAM 1 HR
SECINDARY 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
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 THE GS101 FOR THE CODE COMPLIANCE SITE
PLAN.
*DOES NOT INCLUDE FRONTAGE INCREASE
PER IBC, TABLE 506.2
US Army Corps of Engineers ®
SHEET ID
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USACE CAMPIA TURZII CASA POMPE BAZA AERIANA
ROMANIA
REGULI SI NORME APLICABILE
1. DEPOZIT PE UN NIVEL SI SPATII DE DEPOZITARE
- ARIE DESFASURATA CLADIRE: 213 m2
- INALTIME GENERALA: 5.5 m
2. OCUPARE:
IBC: GRUPA S-2, NFPA: DEPOZITARE
3. TYPE OF CONSTRUCTION: 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
REZISTENTE LA FOC NECESARE
ELEMENTELOR DE CLADIRE
CRITERIU PERMIS ALOCAT
INALTIME CLADIRE
NUMAR ETAJE
SUPRAFATA MAXIMA NIVEL
22.86 m 5.5 m
3 1
9,661.6 m2* 213 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: 2
LUNGIME DE EVACUARE (NFPA 101, 42.2.6)
• PERMIS: 122 m
• ALOCAT: 20 m
LUNGIME DE EVACUARE (NORME LOCALE)
• PERMIS: 45 m
• ALOCAT: 20 m
CALE DE EVACUARE (NFPA 101, 42.2.5)
• PERMIS: 30 m
• ALOCAT: 20 m
CORIDOARE INCHISE (NFPA 101, 42.2.5)
• PERMIS: 30 m
• ALOCAT: NA
DISTANTA FATA DE IESIRE (NFPA 101, 7.5.1.3.2)
• PERMIS: 9.1 m
• ALOCAT: 15 m
LATIME DE EVACUARE (NFPA 101, 7.3.4)
• PERMIS: 25 mm
• ALOCAT: 3640 mm
DISTANTA DINTRE CLADIRI PENTRU
PROTECTIE FOC
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
NECESAR: 6.1 m PREVAZUT: 12 m
PENTRU FIECARE IBC, TABEL 602
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
COMENTARII PROTECTIE INCENDIU
1. THE WAREHOUSE FIRE AREA SATISFIES THE LIMIT
SET IN UFC 3-600-01 4-44.5 OF 5,547 SM. -
ARIA DE ACOPERIRE DIN DEPOZIT SE INCADREAZA IN
LIMITA LEGALA DIN UFC 3-600-01 4-44.5 DE 5,547 m2
2. EGRESS PATHS WILL NEED TO BE PAINTED ON THE
FLOORS. -
IESIRILE DE EVACUARE VOR FI MARCATE PE
PARDOSEALA.
3. EMERGENCY LIGHTING WILL BE ALOCAT IN ALL
OCCUPIED SPACES, IN ACCORDANCE WITH NFPA
101. -
ILUMINATUL DE SIGURANTA VA FI ALOCAT IN TOATE
SPATIILE OCUPATE CONFORM NFPA 101.
*NU INCLUDE TROTUARUL PERIMETRAL PE IBC,
TABEL 506.2
US Army Corps of Engineers ®
SHEET ID
U S
A R
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C O
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S O
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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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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-L
C A
S A
P O
M P
E 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
1 HR FIRE BARRIER
LIFE SAFETY LEGEND
SMOKE PARTITION
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
EXIT-1
364 1
1 2
A
B
C
WT
EXIT-2
364 4
PUMP HOUSE
NON-POTABLE
WATER ROOM
TD 20 M
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
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S U
B M
IT
T
E D
B Y
S
IZ
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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
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
SHEET NOTES - NOTE PLANSA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI101
CTAB-L
P U
M P
H O
U S
E 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
PLAN
NORTH
OCCUPANCY
AREA
(SM)
OCCUPANT FACTOR
(PERSON/SM)
OCCUPANT LOAD
(PERSONS)
STORAGE (PUMP HOUSE) 157 46.5 4
EXIT NAME
WIDTH
(MM)
WIDTH FACTOR
(MM/PERSON)
OCCUPANT
CAPACITY
(PERSONS)
EXIT-1 1829 5 364STORAGE (WATER RM) 14 46.5 1
TOTAL 5
OCCUPANT LOAD CALCULATIONS OCCUPANT CAPACITY
1 : 50B6 PUMP HOUSE LIFE SAFETY PLAN
EXIT-2 1829 5 364
OCCUPANTS
USING EXIT
(PERSONS)
1 2
A
B
C
WT
IESIRE-1
364 1
IESIRE-2
364 4
PUMP HOUSE
NON-POTABLE
WATER ROOM
TD 20 m
BARIERA REZISTENTA 1 ORA LA FOC
LEGENDA PROTECTIE INCENDIU
BARIERA REZISTENTA 3 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
SHEET NOTES - NOTE PLANSA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI102
CTAB-L
C A
S A
P O
M P
E 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 (CASA POMPE) 157 46.5 4
NUME
IESIRE
LATIME
(mm)
FACTOR LATIME
(mm/PERSOANA)
CAPACITATE DE
OCUPARE
(PERSOANE)
IESIRE-1 1829 5 364SPATIU DEPOZITARE (RM APA) 14 46.5 1
TOTAL 5
CALCUL CAPACITATE OCUPARE CAPACITATE OCUPARE
IESIRE-2 1829 5 364
UTILIZATORI
EVACUARE
(PERSOANE)
1 : 50B6 PUMP HOUSE LIFE SAFETY PLAN
PLAN
NORTH
B
A
12500
CF-1L CF-1L
CF-1L CF-1L
B2
S-201
WF-1
WF-1
W F
-1
W F
-1
WT
W2W3 ø ø 15000
CF-2L
CF-2L
S-302
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-L
P U
M P
H O
U S
E 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 : 100F4
PUMP HOUSE 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-1L 900 2500 2500 -610 9 Ø25 EW, T&B
CF-2L 1100 2100 2100 168 9 Ø25 EW, T&B
ENCASE CONC. 610 1075 1075 0
RING BEAM 1130 15000 15000 168
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
EN
TR
XEC
TIE
A
12500
200 SOG
WT
W2W3
S-302
PRECAST CONCRETE COLUMN SCHEDULE -
EXTRAS STALP PREFABRICAT BETON
TOF TOF
-610 -610
TOJ TOJ
5500 5500
Column Locations
A-1, A-2 B-1, B-2
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-L
P U
M P
H O
U S
E 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 F4
PUMP HOUSE 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
12500
L
H
-L
T
Y P
1120G7N31K-L
1120G7N31K-L
L
H
-L
L
H
-L
L80X10
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-L
P U
M P
H O
U S
E 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 F4
PUMP HOUSE 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
1730 1728 1728 1728 1728 1728 1730
400400
150 200 12100 200 150
12500
CL OF BRG - AX CENTRAL REZEMARE
1 2
CL OF BRG - AX CENTRAL REZEMARE
L X 4 2
L X
L X
L X
L X
L X
L X 4 L
X
L
X
L
X
L
X
2L100X65X8 LLV
2L75X50X6 LLV
700 12000 700
2.00°
2.00°
A B
400 400
12007
CL OF BRG - AX CENTRAL REZEMARE
CL OF BRG - AX CENTRAL REZEMARE
45O TYP,
EXCEPT END SPAN
L40x5
L40x5
L4 0x
L40x5
CL
L40x5
L40x5
L4 0x
L4 0x
L4 0x
2L60X40X5 LLV
2L45X30X5 LLV
L
X
L
X
L
X
L
X
FF EL
TOJ
21 W2W3
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
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E
C H
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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-L
P U
M P
H O
U S
E J
O
IS
T A
N D
G
IR
D E
R P
R O
F
IL
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P R
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IL
E
F E
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I P
A N
E
C A
M P
IA
T
U R
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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
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S .C
H
IA
N G
S E
P T
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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
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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
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 : 50
GIRDER PROFILE 1120G7N31K-L - PROFIL PANA 1120G7N31K-LK3
1 : 50
JOIST PROFILE 610LH17-L - PROFIL FERMA 610LH17-LF3
1 : 100SB101
SECTION THRU WATER TANKSB2
0 2500 mm
1:50
SCALE
SOG - PLACA PARDOSEALA
F.F.
CORNER COLUMN - DTALP DE COLT
SLAB EDGE - MUCHIE PLACA
PARTIAL DIAMOND SHAPE 13 MM
ISOLATION JOINT W/ JOINT
FILLER - ROST PARTIAL 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 PLACII
WIDTH OF DOOR OPENING - LATIME GOL USA
Ø x
Ø
O
C
H
O K
E D
2 Ø14 @ 150 OC
NOTE - NOTA:
1. REINFORCING STEEL SHOWN IS IN ADDITION TO TYPICAL SLAB REINFORCING
STEEL - ARMATURA INDICATA ESTE SUPLIMENTARA FATA DE ARMATURA TIPICA A
PLCII.
1 Ø14
2 Ø 14 x 915
610610
POROUS FILL - UMPLUTURA POROASA
VAPOR BARRIER- BARIERA VAPORI
CONC SOG - PLACA PARDOSEALA BETON
REINF STL - ARMATURA OTEL
T
2 Ø14 CONT ALONG EDGE - 2 Ø14 CONT IN LUNGUL MUCHIEI
PC COL - STALP
PREFABRICAT
SOG - PLACA PARDOSEALA
CONC LOW WALL, SEE ARCH -
PERETE INFERIOR BETON,
VEZI ARH - PERETE INFERIOR
BETON, VEZI ARH.
SEE FTG SCHED - VEZI
EXTRAS FUNDATIE
-610
TYP EXT FTG
PAVEMENT, SEE CIVIL DWG -
TROTUAR, VEZI DESENE CIVILE
TYP EXT FTG
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
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D R
A W
N B
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N E
D B
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B M
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D B
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A N
S I D
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D A
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C O
N T
R A
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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-L
P U
M P
H O
U S
E 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
1 : 20
B12
SECTION THRU ROLLUP DOOR - SECTIUNE PRIN USA
SECTIONALA
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 S
TR
U C
TIO
N
N U E
STE
P
E N
EXE
U
TIE
1 : 20
B7
SLAB ISOLATION JOINTS AT COLUMN BASE - ROSTURI DE
IZOLARE LA BAZA STALPULUI
1 : 20
B1
SLAB REINFORCING AT RE-ENTRANT CORNERS -
ARMATURA PLACA LA COLTURI INTERIOARE
1 : 20
SLAB-ON-GRADE - PLACA PARDOSEALAH11
1 : 20
H1
SECTION THRU FOOTING AT EXTERIOR COLUMNS -
SECTIUNE PRIN FUNDATII STALP EXTERIOR
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
TYPE
BP-1
BASE PLATE AND ANCHOR SCHEDULE - EXTRAS BULOANE ANCORAJ SI PLACA DE BAZA
L (mm) W (mm) T (mm) # of AB
D (mm) E (mm) REMARKS
690 690 20 25 400 Grid A & B
REBAR
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
T
FOOTING, REBAR NOT SHOWN FOR
CLARITY - FUNDATIE, ARMATURA NU
ESTE ARATATA PT CLARITATE
BASE PLATE ELEVATION VIEW -
PLACA BAZA VEDERE ELEVATIE
D
E
W
L
BASE PLATE PLAN VIEW - PLACUTA
DE BAZA VEDERE IN PLAN
WASHER PL
12X75X75 - PIULITA
TYP
STEEL PL - PLACA OTEL
200 MIN
12 MM FIBER EXPANSION
JOINT BOARD
ANCHOR ROD 32 MM DIA
TOTAL (18) EVENLY SPACED
AROUND TANK WALL.
PREFABRICATED
STEEL WATER TANK
A A
TYP PL 32 MM THICK
A - A
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
S-302
CTAB-L
P U
M P
H O
U S
E B
A S
E P
L A
T E
D E
T A
IL
S
S
C H
E D
U L E
D
E T
A L
II
S I
E X
T R
A S
P L A
C A
D E
B A
Z 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
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
PRECAST COLMUN REINFORCEMENT - ARMATURA STALP PREFABRICATF1
1 : 20
BASE PLATE DETAILS & SCHEDULE - EXTRAS SI DETALII PLACA DE BAZAF10
1 : 202
WATER TANK RING BEAM DETAIL
B B
TOJ
700 TYP
END COL
TOP OF COLUMN
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
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-303
CTAB-L
P U
M P
H O
U S
E R
O O
F F
R A
M
IN
G D
E T
A
IL
D
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 STALP DE CAPATJ8
1 : 20
PLAN VIEW B - B - VEDERE PLAN B - BC1
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
H1
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
JOIST TOP CHORD -
TALPA SUP. FERMA
GIRDER TOP CHORD -
TALPA SUP. PANA
CL OF BRG - AX 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
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
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S U
B M
IT
T
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B Y
S
IZ
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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
T E
C O
N T
R A
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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-L
P U
M P
H O
U S
E 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
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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
1 : 10
GIRDER SEAT DETAIL - DETALIU SCAUN PANAJ1
1 : 10
J11
JOIST BEARING DETAIL (HIGH END) - DETALIU REZERMARE
SUPERIOARA FERMA
1 : 10
JOIST BEARING DETAIL (LOW END) - DETALIU REZEMARE INFERIOARA FERMAE1
1 : 10
TRUSS INTERNAL CONNECTION DETAIL - DETALI IMBINARE INTERNA FERMAA1 N
O T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
C U
TIE
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
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.
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-L
P U
M P
H O
U S
E 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
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D
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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
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
B
A-201 H1
A-201 A1
A-202 H1
A-202 A1
PUMP HOUSE
NON-POTABLE
WATER ROOM
101102
H2 A-301
A2 A-301
735 12500 735
27851245
TYP
TYP
TYP
A1 A-501
A9 A-501
M30R
M30R
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
E
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S
EU
R O
PE
D
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TR
IC
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D R
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N
B Y:
D
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N
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B Y:
SU
BM
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D B
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SI
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C H
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D B
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AN
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D
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SU
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C O
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TR
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N O
SO
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AT
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N N
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D
AT
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AR
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D
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C R
IP
TI
O 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
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G
F
E
D
C
B
A
NOT FOR
CONSTRUCTIO
N
A-101
CTAB-L
PU
M
P H
O U
SE
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LO
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LA
N
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AS
A
PO
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PL
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B
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AN
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SP
BE
N
D
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B
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H , V
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K.
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N . S
AC
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AN
IA
J.
D
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AK
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R . S
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AC
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AM
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E
SE
PT
EM
BE
R
, 2
W
2G B-
-D
-0
C O
N
ST
R U
C T
ED
I D
A
BS
/F
EV
S
TO
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AG
E
S U
BM
IT
TA
L
SE
PT
EM
BE
R
, 2
0 2500 mm
1:50
SCALE
1 : 50B1 PUMP HOUSE FLOOR PLAN - CASA POMPELOR 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 DESCRIPTION - DESCRIERE
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 FIXED LADDER - WALL MOUNTED - SCARA FIXA MONTAJ PE
PERETE
5 EQUIPMENT. REF ELEC - ECHIPAMENT VEZI PR. ELECTRICE
B
TYP
4 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 : 50B1 PUMP HOUSE REFLECTED CEILING PLAN - CASA POMPELOR PLAN PLAFOANE
PLAN
NORTH
GRAPHIC SCALES -
SCARA GRAFICA
SHEET NOTES - NOTE PLANSA
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 DESCRIPTION - DESCRIERE
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
5 UNDERSIDE OF ROOF DECK - INTRADOS DECK ACOPERIS
SEAL-STAMPILA
B
SL
O
P E
TYP
US Army Corps of Engineers ®
SHEET ID
U S
AR
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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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NOT FOR
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1 : 50B1 PUMP HOUSE ROOF PLAN - CASA POMPELOR PLAN INVELITOARE GRAPHIC SCALES -
SCARA GRAFICA
SHEET NOTES - NOTE PLANSA
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 DESCRIPTION - DESCRIERE
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 ACCESS HATCH - 750MM X 750MM - TRAPA DE ACCES 750MM X
750MM
FF
TOP OF ROOF
L1
7TYP
FF
TOP OF ROOF
AB
6TYP
MAX
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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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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NOT FOR
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0 2500 mm
1:50
SCALE
SHEET NOTES - NOTE PLANSA
GRAPHIC SCALES -
SCARA GRAFICA
1 : 50A-101
PUMP HOUSE NORTH ELEVATION - CASA POMPELOR FATADA NORDH1
1 : 50A-101
PUMP HOUSE WEST ELEVATION - CASA POMPELOR FATADA VESTA1
APPLIES TO THIS SHEET ONLY - SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ DESCRIPTION - DESCRIERE
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 STEEL DOOR AND FRAME - USA SI TOC METALIC
6 CJ
7 FIRE HOSE VALVE - VALVA HIDRANT
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.
TOP OF ROOF
1 2
L1
TYP 5
FF
TOP OF ROOF
A B
5TYP
US Army Corps of Engineers ®
SHEET ID
U S
AR
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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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PUMP HOUSE SOUTH ELEVATION - CASA POMPELOR FATADA SUDH1
1 : 50A-101 PUMP HOUSE EAST ELEVATION - CASA POMPELOR FATADA ESTA1 0 2500 mm
1:50
SCALE
SHEET NOTES - NOTE PLANSA
GRAPHIC SCALES -
SCARA GRAFICA
APPLIES TO THIS SHEET ONLY - SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ DESCRIPTION - DESCRIERE
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 CJ
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.
TOF
-610
TOP OF ROOF
1 2
4 5
6 7
FF
TOF
-610
TOP OF ROOF
A B
US Army Corps of Engineers ®
SHEET ID
U S
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SCALE
SHEET NOTES - NOTE PLANSA
GRAPHIC SCALES -
SCARA GRAFICA
1 : 50A-101
BUILDING SECTION A - SECTIUNE AH2
1 : 50A-101
BUILDING SECTION B - SECTIUNE BA2
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 DESCRIPTION - DESCRIERE
1 STEEL FRAMING. REF STRL - CONFECTIE OTEL VEZI PR.
STRUCTURA
2 EPDM ROOF SYSTEM - SISTEM DE ACOPERIS EPDM
3 CONC FOOTING. SEE STRL - FUNDATIE BETON VEZI PR.STR
4 FLOOR SLAB. REF STRL - PLACA BETON VEZI PROIECT
STRUCTURA
5 STEEL DOOR AND FRAME - USA SI TOC METALIC
6 FIXED LADDER - WALL MOUNTED - SCARA FIXA MONTATA PE
PERETE
7 LIGHTING FIXTURE. REF ELEC - CORP DE ILUMINAT VEZI PR.
ELECTRICE
8 ACCESS HATCH - 750MM X 750MM - TRAPA DE ACCES 750MM X
750MM
5 6
FF
TOF
-610
TOP OF ROOF
B
TYP.
600 (MIN.)
US Army Corps of Engineers ®
SHEET ID
U S
AR
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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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WALL SECTION - SECTIUNIA1 1 : 20A-101
WALL SECTION - SECTIUNIA9
GRAPHIC SCALES -
SCARA GRAFICA
0 1000 mm
1:20
SCALE
SEAL-STAMPILA
SHEET NOTES - NOTE PLANSA
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.
APPLIES TO THIS SHEET ONLY - SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ DESCRIPTION - DESCRIERE
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 RIGID INSULATION - IZOLATIE RIGIDA
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 METAL DECK - PLATFORMA METALICA
12 150MM METAL STUD. REF STRL - MONTANT METALIC 150MM
VEZI PR. STRUCTURA
13 STUD BRACING AS REQUIRED - CONTRAVANTUIRE CF.
CERINTELOR
14 50MM FURRING CHANNEL - PROFIL METALIC TIP U 50MM
15 PREFIN LINER PANEL - PANOU METALIC PREFINISAT
16 150MM METAL STUDS AT 400MM O.C. - MONTANTI METALICI
150MM LA PAS DE 400MM
17 GWB - 12.5MM - GIPS CARTON 12.5MM
18 WALL MOUNTED LADDER - SCARA CU MONTAJ PE PERETE
19 200MM MASONRY WALL - PERETE ZIDARIE 200MM
20 CRICKET - COAMA
21 BATTEN BAR WITH FASTENERS - PLACA DE FIXARE CU
AGRAFA
22 MEMBRANE FLASHING - SORT DIN MEMBRANA
23 CRICKET BEYOND - PESTE COAMA
24 SEALANT - ETANSARE
25 SHEET METAL SCUPPER SECURED TO WALL AND BLOCKING -
GARGUI DIN TABLA FIXAT PE PERETE
26 SHEET METAL CONDUCTOR HEAD - PIESA BURLAN DIN METAL
27 DOWNSPOUT BEYOND - BURLAN IN SPATE
28 CONC COLUMN BEYOND. REF STRL - STALP DE BETON IN
SPATE VEZI PR. STRUCTURA
29 FINISH GRADE. REF CIVIL - PANTA FINISATA VEZI PR. CIVILE
30 CONC FOOTING. REF STRL - FUNDATIE BETON VEZI PR.
STRUCTURA
31 CONC SLAB. REF STRL - PLACA BETON VEZI PR. STRUCTURA
REF SCHED
HM
R
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S C
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FLUSH
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S C
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REF SCHED
FINISH FLOOR
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REF SCHED
US Army Corps of Engineers ®
SHEET ID
U S
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0 2500 mm
1:50
SCALE
SHEET NOTES - NOTE PLANSA
DOOR SCHEDULE - TABLOU TAMPLARII USI
DOOR NO. -
NR. USI TYPE - TIP
DOOR - USI FRAME - RAME
STC RATING -
EVALUARE STC
FIRE RATING -
EVALUARE
INCENDIU
HARDWARE -
FERONERIE COMMENTS - COMENTARII
SIZE - DIMENSIUNI
MATERIAL -
MATERIAL
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 --
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 PERETI
FLOOR -
PARDOSEALA
CEILING - PLAFON
NOTES - NOTE
NORTH -
NORD EAST - EST
SOUTH -
SUD
WEST -
VEST
FINISH -
FINISAJ
CEILING -
PLAFON
101 PUMP HOUSE CASA POMPELOR - EXP PNT PNT EXP ER1 EXP -
102 NON-POTABLE
WATER ROOM
INCAPERE APA
NON-PORTABILA
- PNT / EXP EXP EXP PNT / 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 GRILA
WALL TYPE SCHEDULE - LISTA TIPURI DE PERETI
MARK PLAN DESCRIPTION STC STC TEST UL FIRE RATING
M30R 200MM CONCRETE MASONRY WALL (HEIGHT VARIES); WITH S15C WALL TYPE
ABOVE EXTEND TO UNDERSIDE OF METAL DECK. 30 MIN
S15C 150MM METAL STUDS TO UNDERSIDE OF METAL DECK. 12.5MM GWB EACH SIDE
WITH BATT INSULATION.
LOUVER SCHEDULE - CENTRALIZATOR GRILE
TYPE - TIP
SIZE-DIMENSIUNE FRAME- RAMA
COMMENTS - COMENTARII
WIDTH -
LATIME
HEIGHT -
INALTIME MATERIAL
DETAIL - DETALII
HEAD -
CAPAC
JAMB -
GLAF
SILL -
PERVAZ
L1 440 440 ALUM L5/AE603 G5/AE603 A5/AE603
V
W F
W F
V S
V S
I I
V S
I
I
V S
W F
W F
V S
V S
I I
V S
I
I
FACPFF
S
V S
IV
S
I
WF VS
I
1. REFER TO SHEET FA001 FOR MORE INFORMATION ABOUT THE
FIRE ALARM SYSTEM. -
PENTRU DETALII REFERITOARE LA ALARMA DE INCENDIU VEZI
PLANUL FA001
2. SMOKE DETECTION WILL BE PRESENT THROUGHOUT IN
ACCORDANCE WITH HOST NATION REQUIREMENTS. -
DETECTIA INCENDIU VA FI PREZENTA CONFORM NORMELOR
LOCALE
1 2
A
B
X
X8 1
C
WT
NON-POTABLE
WATER ROOM
PUMP HOUSE
X
X8
X
X8
X
X8
3 3
X2
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
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
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
SHEET NOTES - NOTE PLANSA
NO
T F
O R
C O N
STR
U
CTIO
N
N U E
STE
PENTR
U E
XEC
U
TIE
FA100
CTAB-L
P U
M P
H O
U S
E F
IR
E
A L A
R M
P L A
N
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M P
IA
T
U R
Z
II
A
IR
B
A S
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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
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
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK
MARC
AJ
DESCRIPTION - DESCRIERE
ADDRESSABLE INPUT MODULE FOR VALVE SUPERVISORY
SWITCH FOR GATE VALVE ON INCOMING FIRE WATER SERVICE.
ADDRESSABLE INPUT MODULES FOR FIRE PUMP WATERFLOW
SWITCHES AND VALVE AND VALVE SUPERVISORY SWITCHES.
PROVIDE AN ADDRESSABLE INPUT MODULE FOR MONITORING
OF CONTROL VALVE FOR TEST HEADER.
PROVIDE ADDRESSABLE INPUT MODULES FOR THE WET
SPRINKLER SYSTEM. ONE MODULE FOR EACH WATER FLOW AND
VALVE SUPERVISORY SWITCH.
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.
1 : 50D7
PUMP HOUSE FIRE ALARM PLAN -
CASA POMPE PLAN ALARMA DE INCENDIU
1. THE AREA OF BUILDING L DOES NOT EXCEED 3,716 SQUARE
METERS SO THE BUILDING WILL BE PROTECTED BY A SINGLE
SPRINKLER ZONE.
SUPRAFATA CLADIRII E NU DEPASESTE 3,716 METRI PATRATI, IN
CONSECINTA, CLADIREA VA FI PREVAZUTA CU O SINGURA ZONA
DE SPRINKLERE.
2. WET PIPE SPRINKLER PROTECTION WILL BE PROVIDED
THROUGHOUT THE BUILDING. SPRINKLER SYSTEM WILL BE
DESIGNED IN ACCORDANCE WITH NFPA 13.
SISTEMUL DE STINGERE CU SPRINKLERE TIP APA-APA ESTE
PREVAZUT IN TOATA CLADIREA. SISTEMUL DE SPRINKLERE
ESTE PROIECTAT CONFORM NFPA 13.
3. ALL PORTIONS OF THE BUILDING ARE REACHABLE WITHIN 140
METERS FROM AN EXTERIOR DOOR. THEREFORE, STANDPIPES
ARE NOT REQUIRED.
TOATE ZONELE CLADIRII AU CEL MULT 140 DE METRI PANA LA O
USA EXTERIOARA. PRIN URMARE HIDRANTII EXTERIORI NU SUNT
NECESARI.
4. REFER TO FIRE PUMP SCHEDULE ON SHEET FX002 FOR
DESCRIPTION OF FIRE PUMPS.
VEZI LISTA POMPE DE INCENDIU IN PLANUL FX002 PENTRU
DESCRIEREA POMPELOR DE INCENDIU.
1 2
A
B
JP
FP
C
WT
JP
FP
FP
3 3
F S
P
FSP
F
F
F
F
T H T
H
TH
T H
F S
P
TH
TH
NON-POTABLE
WATER ROOM
PUMP HOUSE
OH
OH
SP
F S
P F
S P
F S
P
FP
17 17
ORDINARY HAZARD: DENSITY: 8 MM/MIN, AREA: 230 SM
REFER TO UFC 3-600-01 FOR SPRINKLER SYSTEM
REQUIREMENTS BASED ON HAZARD.
SPRINKLER HAZARD LEGEND
OH
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
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S U
B M
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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
U E
D A
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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
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
SHEET NOTES - NOTE PLANSA
NO
T F
O R
C O N
STR
U
CTIO
N
N U E
STE
PENTR
U E
XEC
U
TIE
FX101
CTAB-L
P U
M P
H O
U S
E F
IR
E
S U
P P
R E
S S
IO
N
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
J A
C
J D
R A
K E
T A
B
S E
P T
E M
B E
R
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
PLAN
NORTH
APPLIES TO THIS SHEET ONLY – SE APLICA DOAR LA ACEASTA PLANSA
KEY NOTES - NOTE CHEIE
MARK -
MARCAJ
DESCRIPTION - DESCRIERE
INDICATING GATE VALVE FOR INCOMING FIRE WATER
SERVICE FOR BUILDING ISOLATION.
TO UNDERGROUND FIRE PROTECTION LOOP THAT SUPPLIES
SITE FIRE HYDRANTS AND INTERIOR HYDRANTS.
3 WATER SERVICE INTO FIRE PUMP ROOM
4 FIRE WATER TANK.
5 CHECK VALVE WITH AUTO BALL DRIP VALVE.
FIRE PUMP TEST HEADER IN ACCORDANCE WITH NFPA 20.
COORDINATE FINISH WITH ARCHITECT.
7 FIRE PUMP CONTROLLER WITH REQUIRED CLEARANCE.
8 JOCKEY PUMP CONTROLLER WITH REQUIRED CLEARANCE.
FROM UNDERGROUND FIRE PROTECTION LOOP THAT
SUPPLIES SITE FIRE HYDRANTS AND INTERIOR HYDRANTS.
TO UNDERGROUND FIRE PROTECTION LOOP THAT SUPPLIES
SPRINKLER SYSTEMS FOR EACH BUILDING.
11 CHECK VALVE.
COORDINATE LAYOUT TO ENSURE ALL REQUIRED
CLEARANCES ARE SATISFIED PER UFC 3-600-01, SECTION
9-7.1.01. COORDINATE POWER REQUIREMENTS WITH
ELECTRICAL CONTRACTOR.
13 TO HYDRAULICALLY CALCULATED WET SPRINKLER ZONE.
14 3-PORT FIRE DEPARTMENT CONNECTION.
15 SPRINKLER ZONE CONTROL VALVE ASSEMBLY.
ROUTE SPRINKLER DRAIN TO BUILDING EXTERIOR.
PENETRATE WALL AT APPROXIMATELY 450 MM AND PROVIDE
45 DEGREE DOWN-TURNED ELBOW. PROVIDE SPLASH
BLOCK FOR DRAIN DISCHARGE
17 PROVIDE CONTROL VALVE WITH TAMPER SWITCH.
ELECTRICALLY OPERATED, EXTERIOR-MOUNTED,
WATERFLOW ALARM BELL. REFER TO FIRE ALARM
DRAWINGS.
1 : 50D4
PUMP HOUSE FIRE SUPPRESSION PLAN -
CASA POMPE PLAN STINGERE INCENDIU
B
C
110 UP TO FS
150 UP TO FS
150 UP TO FS
150 UP TO FS
150 UP TO FS
75 V-UP
110 UP TO…
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