Attachment H - 1656273dwg12of29.pdf
PDF 28 MB Posted
- Solicitation number
- N6247022R0002
About this file
This solicitation is for Phase 3 Family Housing at Villaggio at Vicenza, Italy. The Naval Facilities Engineering Command is seeking offers for the construction of additional military family housing units at Villaggio. Offerors must submit proposals no later than April 15, 2022. The work includes site preparation, utilities infrastructure, and construction of 120 family housing units in 15 buildings. The contract is to be awarded by September 30, 2022 and have a period of performance ending September 29, 2023. The solicitation includes plans and specifications for the required work.
View the file
Other files
Show 40 more
Latest 50 of 61 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2
4 5A
B
C
D
E
F
G
H
76 8
J
K
L
M
N
P
Q
R
S 18
T U
V W X Y Z
AA
2630 2280
30°
8 °
30°
30°
2550 3890
3700 165 2635 2635 165 3700
3.360
3.360
3.360
3.360
3.360
3.360
3.360
3.360
3.360 3.360
2%
2%
2%
RE
FE
R
TO
A
S-
14000
2%
2%
3.50
3.50
3.50
3.50
3.50
3.08
3.08
3.08 3.08
3.08
3.50
3.50
3.50
3.50
3.50 3.50
3.50
3.50
3251 60
3.253
3.241
2%
3.08
3.08
3.08
3.083.50
3.50 3.50
1.780
1.780
1.780
3.241
3.254
3.256
3.255
3.50
3.50
3.50 3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.70
3.70
3.70
3.08 3.08
3.50
3.50
3.50
3.50
3.50
3.08
3.08
3.08
3.08
3.08
3.08
2.500
3.50
3.08
3.241
2%
B1
D1
F1
X1 Z1
3251 875
3.50
TH-94-W5
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
TH-94-W5
TH-94-W1
TH-94-W7
TH
-9
4- W
TH-94-W7
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
3.2412%
3.08
TH
-9
4- W
TH-94-W15
TH-94-W
TH-94-W12
TH
-9
4- W
TH-94-W
TH-94-W12
TH-94-W
TH-94-W17
TH-94-W19
TH
-94
-W
2.500 2.500
3.50 3.50
TH
-9
4- W
TH-94-W1
TH-94-W16
TH
-9
4- W
TH-94-W17
TH
-9
4- W
TH-94-W6
TH
-9
4- W
TH
-9
4- W
TH-94-W2
TH-94-W4TH-94-W4
TH
-9
4- W
TH
-9
4- W
TH-94-W8TH-94-W8
TH-94-W6
TH-94-W16
TH-94-W
TH-94-W11
TH
-9
4- W
2.500
2.500
TH-94-W7
3.70
TH
-9
4- W
TH-94-W3
TH-94-W3
TH-94-W3
3.70
3.70
TH
-9
4- W
TH
-9 4-
W
TH-94-W3 TH-94-W3
3.503.50
TH
-94
-W
8.04
8.04
8.04
8.05
8.06
8.06
8.06
8.05
3.70 3.70
TH
-94
-W
3.50 3.50
LEGEND: /
LEGENDA
INDICATES HOOKED ⌀20 BAR AT 300 O.C. INTO LOAD
BEARING CONCRETE WALL /
INDICA BARRE SAGOMATE ø20 OGNI 300 O.C. NEL MURO DI
CEMENTO ARMATO PORTANTE.
INDICATES ADDITIONAL ⌀20 AT 300 O.C. SLAB TOP BAR
REINFORCING OVER LOAD BEARING CONCRETE WALL /
INDICA BARRE AGGIUNTIVE ø20 OGNI 300 O.C. NELLA PARTE
SUPERIORE DELLA SOLETTA SOPRA LA PARETE PORTANTE DI
CEMENTO ARMATO
TH-94-Wxx = INDICATES CONCRETE WALL.
INDICA PARETE IN CLS.
= DENOTES x% SLOPE / INDICA PENDENZA DEL x%
= DENOTES SLAB-STEP /
INDICA SCALINO SULLA SOLETTA
x%
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :2
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A A
F
IR
S T
FL
O
O R
F R
A M
IN
G
P
LA
N P
IA
N
TA
S
TR
U
TT
U
R E
T H
E D
. 2
A
R E
A B
P
IA
N O
P R
IM
O
S-148
14106000
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO 200mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
8.04 VOID IN SLAB 1400x380mm / FORO NELLA SOLETTA 1400x380
8.05 VOID IN SLAB 560x95mm / FORO NELLA SOLETTA 560x95mm
8.06 TRIANGULAR VOID IN SLAB 400x700mm / FORO TRIANGOLARE NELLA
SOLETTA 400x700mm
SCALE 1 : 100
A1
TH BLDG 29400 AREA A FIRST FLOOR FRAMING PLAN /
PIANTA STRUTTURE TH ED. 29400 AREA A PIANO PRIMO
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
5. BALCONY SLOPES ARE INDICATIVE AND MAY VARY. FOLLOW THE ELEVATION
LEVELS AT THE CANTILEVER END OF EACH BALCONY.
LE PENDENZE DEI BALCONI SONO INDICATIVE E POTREBBERO VARIARE.
VEDERE LE QUOTE DELLO SBALZO SUI PROSPETTI DI OGNI BALCONE
SLAB AND FRAMING NOTES /
NOTE SULLA SOLETTA E
SULL'INTELAIATURA
4 5 A
B
C
D
E
F
G
H
76 8
J
K
L
M
N
P
Q
R
S
T U
V W X Y Z
AA
2630 2280
30°
8 °
30°
30°
2550 3890 280 3700 165 2635 2635 165 3700
6.780
6.780
6.780
6.780
6.780
6.780
6.780
6.780
6.780
6.780 6.780
3.50
3.50
3.50
3.50
RE
FE
R
TO
A
S-
1400 14000
3.50
3.50
3.50
3.50 3.50
5.560
5.560
3.50
3151 60
3.50
3.50
3.50
3.50
3.08
3.08
3.08
3.503.08
3.50
5.200
5.200
5.200
3.50
3.50
3.50 3.50
3.50
3.50
3.50
3.503.50
3.50
3.503.50
3.503.50
3.08 3.08
3.08
3.08
3.08
3.08
3.50
3.70
3.70
3.70
3.70
3.70
3.50
3.50
3.50
3.50
3.50
3.50
3251 875
3.503.50 3.50
3.50
3.50
B1
D1
F1
X1 Z1
TH-94-W5
TH
-9
4- W
TH
-9 4-
W
TH-94-W1
TH-94-W7
TH-94-W7
TH
-9
4- W
TH
-9 4-
W
TH
-9
4- W
TH
-9
4- W
TH
-9 4-
W
3.50
3.50
TH
-9
4- W
TH
-94
-W
TH
-9
4- W
TH-94-W12
TH-94-W
TH-94-W12
TH-94-W11
TH-94-W
TH-94-W
TH-94-W17
TH-94-W19
TH
-94
-W
TH-94-W
TH
-94
-W
TH-94-W16
TH-94-W18
TH
-9
4- W
TH-94-W16
TH
-9 4-
W
TH-94-W17
3.08
TH-94-W6 TH-94-W6
TH
-9
4- W
TH
-9 4-
W
TH-94-W8 TH-94-W8
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
TH-94-W4
TH-94-W2
TH-94-W4
TH
-9
4- W
TH-94-W4
5.560 5.560
3.703.70
3.70 5.560
8.07
8.08
TH
-9
4- W
TH
-9
4- W
TH-94-W7
TH
-9 4-
W
LEGEND: /
LEGENDA
INDICATES HOOKED ⌀20 BAR AT 300 O.C. INTO LOAD
BEARING CONCRETE WALL /
INDICA BARRE SAGOMATE ø20 OGNI 300 O.C. NEL MURO DI
CEMENTO ARMATO PORTANTE.
INDICATES ADDITIONAL ⌀20 AT 300 O.C. SLAB TOP BAR
REINFORCING OVER LOAD BEARING CONCRETE WALL /
INDICA BARRE AGGIUNTIVE ø20 OGNI 300 O.C. NELLA
PARTE SUPERIORE DELLA SOLETTA SOPRA LA PARETE
PORTANTE DI CEMENTO ARMATO
INDICATES CONCRETE WALL/
INDICA PARETE IN CLS.
TH-94-Wxx =
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :2
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A A
S E
C O
N D
F
LO
O R
F R
A M
IN
G
P
LA
N P
IA
N
TA
S
TR
U
TT
U
R E
T H
E D
. 2
A
R E
A A
P
IA
N O
S E
C O
N D
O
S-149
14106001
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO 200mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
8.07 VOID IN SLAB 1100x380mm / FORO NELLA SOLETTA 1100x380mm
8.08 VOID IN SLAB 820x185mm / FORO NELLA SOLETTA 820x185mm
SCALE 1 : 100
A1
PIANTA STRUTTURE TH ED. 29400 AREA A PIANO SECONDO /
TH BLDG 29400 AREA A SECOND FLOOR FRAMING PLAN
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
5. BALCONY SLOPES ARE INDICATIVE AND MAY VARY. FOLLOW THE ELEVATION
LEVELS AT THE CANTILEVER END OF EACH BALCONY.
LE PENDENZE DEI BALCONI SONO INDICATIVE E POTREBBERO VARIARE.
VEDERE LE QUOTE DELLO SBALZO SUI PROSPETTI DI OGNI BALCONE
SLAB AND FRAMING NOTES /
4 5 A
B
C
D
E
F
G
H
76 8
J
K
L
M
N
P
Q
R
S
T U
V W X Y Z
AA
2630 2280
30°
8 °
30°
30°
2550 3890
3865 2635 2635 3865
RI
DG
E
RIDGE
H
+5
(T
YP
H= 20+5 (TYP)
H= 20+5 (TYP)
3.61
3.61
30%
RE
FE
R
TO
A
S-
T.O.W 10.510
T.O.W 10.510
11.457
T.O.W 10.510
30%
T.O.W 11.457
12.699
T.O.W 10.799
T.
O
.W
.7
12.604
B1
D1
F1
X1 Z1
30%
30%
30%
30%
H= 20+5 (TYP)
H
+5
(T
YP
H
+5 (T
YP
30% 30% 3.66
3.66
3.66
3.66
3.66
3.66
10.491
10.491 10.469
3.66
3.61
11.824 RIDGE
10.426
RI
DG
E
30%
H= 20+5 (TYP)
11.824
RIDGE
30%
3.61
10.484 T.O.W
10.694
RIDGE10.484
T.O.W 10.510
10.688
3.66
3.66
T.
O
.W
.7
.4
12.699
H= 20+5 (TYP)
H= 20+5 (TYP)
RIDGE
3.61
T.O.W 10.455 RIDGE
11.460
T.O.W
10.492 T.O.W 10.294
T.O.W 10.492
10.688 3.66
3.61
3.61T.O.W 10.510
3.66
3.66
3.61
H= 20+5 (TYP)30
10.491
T.O.W 10.294
T.O.W 10.294
10.491
T.O.W 10.679
10.469 10.469
H= 20+5 (TYP)
3.61
3.61
3.66
3.66
T.O.W 10.272
3.61 3.61
3.66
3.66
T.
O
.W
.5
T.
O
.W
.8
T.
O
.W
.9
10.491
10.491
3.37
3.37
3.37
11.824
10.491
.4
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :2
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A A
R O
O F
FR
A
M
IN
G P
LA
N
P
IA
N
TA
S
TR
U
TT
U R
E T
H E
D
IF
IC
IO
A
R E
A A
C O
P E
R
TU
R A
S-150
14106002
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.37 REINFORCED CONCRETE BEAM 300x400mm / TRAVE IN CALCESTRUZZO ARMATO 300x400mm
3.61 PREDALLES REINFORCED SLAB TRELLIS 250mm / TRAVETTI TRALICCIATI SOLAIO IN PREDALLES 250mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO ARMATO 150mm
SCALE 1 : 100
A1
TH BLDG 29400 AREA A ROOF FRAMING PLAN /
PIANTA STRUTTURE TH EDIFICIO 29400 AREA A COPERTURA
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
PENETRATIONS NOT SHOWN /
FARE RIFERIMENTO AI DISEGNI MECCANICI, ELETTRICI E IDRAULICI PER LE
PENETRAZIONI NON MOSTRATE
5. ROOF SYSTEM IS PREDALLE SLAB SYSTEM SUPPORTED BY CAST IN PLACE
CONCRETE LOAD BEARING WALL. SEE S-531 FOR REINFORCING
IL SISTEMA DEL TETTO È UN SISTEMA DI LASTRE PREDALLE SOSTENUTO DA UN
MURO PORTANTE IN CALCESTRUZZO GETTATO IN OPERA. VEDERE S-531 PER
L'ARMATURA
6. H = HEIGHT OF ROOF STRUCTURAL SECTION (20cm PREDALLE SYSTEM + 5cm
SACRIFICIAL SLAB) /
H = ALTEZZA DELLA SEZIONE STRUTTURALE DEL TETTO (20cm SISTEMA PREDALLE + 5cm FONDELLO A PEREDE)
7. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
ROOF PLAN NOTES /
NOTE SUL PIANO DEL TETTO
AA BB CC DD EE FF GG HH
JJ
KK
LL
MM
NN
PP
RR
SS
TT
UU
VV
WW
3700 165 2635 2635 165 3700 3700 165 2635
30°
30°
8°
RE
FE
R
TO
A
S-
3.12
3.12
19500
-1.200
BB1 DD1 FF1
TT1
VV1
140 140
900 2065 1800 835 1800 835 1800 2065 1800 2065 1800 835 1040
-1.200 -1.200
-1.200
3.1013.11
3.10
3.50
3.50
54 55
66 67 68
214 215 216
218219
13.11 13.11
13.11
13.11
13.11
13.11
15200
120°
120°
7400 5600 3740
2945 3709
19640 82°
900 900 900 900 900 900
92 3400 3400
LEGEND: /
LEGENDA
= INDICATES 600mm DIAMETER AUGER CAST PILE. / INDICA IL DIAMETRO DEL PALO TRIVELLATO 600 mm
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :2
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A B
F O
U N
D A
TI
O
N P
LA
N
P
IA
N
TA
F O
N D
A
ZI
O N
I T H
E D
IF
IC
IO
A R
E A
B
S-151
14106003
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.10 PILE CAP 600mm / PIASTRA SU PALI 600 mm
3.12 CONCRETE PILE D=600mm / PALO IN CALCESTRUZZO D=600 mm
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO
200mm
13.11 200mm HEEL WALL BEYOND / 200mm MURO SPERONE
SCALE 1 : 100
A1
TH BLDG 29400 AREA B FOUNDATION PLAN /
PIANTA FONDAZIONI TH EDIFICIO 29400 AREA B
1. REFER TO DETAIL A2 ON SHEET S-530 FOR "CONTINUITY OF FOUNDATION
REINFORCEMENT AT CORNERS & INTERSECTIONS" /
FARE RIFERIMENTO AL DETTAGLIO A2 DELLA TAVOLA S-530 PER LA
"CONTINUITÀ DELL'ARMATURA DI FONDAZIONE AGLI ANGOLI E ALLE
INTERSEZIONI"
2. TOP OF FOUNDATION ELEVATION IS -1200 mm / LA QUOTA SUPERIORE DELLA FONDAZIONE È -1200 mm
3. REFER TO CIVIL DRAWINGS FOR TOP OF GRADE ELEVATIONS ADJACENT TO
BUILDING /
FARE RIFERIMENTO AI DISEGNI CIVILI PER LE QUOTE SUPERIORI DEL TERRENO
ADIACENTI ALL'EDIFICIO
4. ALL WALL FOUNDATIONS ARE WF-1800 (UNO)/
TUTTE LE FONDAZIONI DEI MURI SONO LARGHE 1800mm (SE NON ALTRIMENTI
SPECIFICATO)
5. REFER TO SHEET S-537 FOR TYPICAL PILE AND PILE CAP DETAILS /
FARE RIFERIMENTO ALLA TAVOLA S-537 PER I DETTAGLI TIPICI DEI PALI E DEI
PLINTI
6. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
7. REFER TO DETAILS B1 AND A3 OF S-531 FOR DETAIL OF FOUNDATION
EXTERIOR WALL CHANGE IN THICKNESS/
VEDI DETTAGLI B1 E A3 DELL’ELABORATO S-531 PER IL DETTAGLIO DELLA
VARIAZIONE DI SPESSORE DEL SETTO ESTERNO SULLA FONDAZIONE
FOUNDATION NOTES /
NOTE DI FONDAZIONE
AA BB CC DD EE FF GG HH
JJ
KK
LL
MM
NN
PP
RR
SS
TT
UU
VV
WW
3700 165 2635 2635 165 3700 3700 165 2635
30°
30°
8°
600 5950
-0.170
-0.170
2%
2%
2%
2%
2% 2%2%
-0.170 -0.170 -0.170
-0.170
-0.170
80 EJ
EJ
RE
FE
R
TO
A
S-
-0.562 -0.562 -0.562
3.50 3.50
3.50 3.50 3.50
3.50
3.50 3.50
3.50
3.50
3.50 3.50
3.50
3.50
2% 2%
3.70
3.50 3.50
3.50
3.50
2%
3.01
3.01 3.01
3.09
3.09 3.09
3.09
3.09
3.09
3.09
-0.537
-0.533
-0.562
-0.562
3.70
3.70
3.70
2%
2%
3.50
3.50
3.50
3.50
3.50
3.50
3.50 3.50
3.50
3.50
3.50
3.50 3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50 3.50
3.50
3.01
3.01
3.09
3.09
3.09
3.09
3.01
3.09
3.01
3.09
2% 2%
-0.109
2%
3.01
2%
-0.109
2%
2%
3.01
3.01
BB1 DD1 FF1
TT1
VV1
-0.304
-0.304
-0.303-0.304-0.304
-0.395 -0.395 -0.395
-0.395
-0.395
3.50
3.70
-0.237
-0.237
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
TH
-9
4- W
TH-94-W4
TH-94-W6 TH-94-W6
3.50 3.50
TH
-9
4- W
TH-94-W16
TH-94-W
TH
-9
4- W
3.50
TH-94-W19
3.50 3.70TH-94-W20
TH-94-W
TH-94-W17
TH-94-W
TH-94-W18
TH-94-W11
TH
-94
-W
17TH-94-W12
TH
-94
-W
TH-94-W13
TH-94-W20
TH-94-W
TH-94-W19
TH
-94
-W
TH
-94
-W
TH-94-W5
TH-94-W7
TH-94-W1
TH-94-W7
TH-94-W5
TH
-94
-W
TH
-94
-W
TH
-94
-W
TH-94-W9
TH
-94
-W
TH
-94
-W
TH-94-W9
-0 .0
-0 .0
TH
-94
-W
2%
-0.085 -0.085
3.01 3.01
3.01
TH
-94
-W
TH
-9
4- W
-0.237 -0.237 -0.237
3.01 -0.085
-0.260
-0.260
3.70
3.70
3.70
3.70
3.70
3.703.703.70
TH-94-W2
TH-94-W4
TH-94-W3 TH-94-W3 TH-94-W3 TH-94-W2
TH-94-W18
TH-94-W12
3.70
3.70
TH-94-W3
TH-94-W3
3.50
3.50
LEGEND: /
LEGENDA
TH-94-Wxx = INDICATES CONCRETE WALL.
INDICA PARETE IN CLS.
= DENOTES SLOPE /
INDICA PENDENZA
= DENOTES SLAB-STEP /
INDICA SCALINO SULLA SOLETTA
= DENOTES CAST-IN-PLACE SLAB OVER WELL COMPACTED
FILL PER GEOTECHNICAL REPORT /
INDICA SOLETTA GETTATA IN OPERA SU TERRENO BEN
COMPATTATO COME DA REPORT GEOTENICO
= DENOTES CAST-IN-PLACE SLAB OVER MODULAR SYSTEM /
INDICA SOLETTA GETTATA IN OPERA SU SISTEMA
MODULARE
X%
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :3
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A B
G R
O U
N D
F
LO
O R
S
LA
B P
LA
N
P
IA
N
TA
S O
LA
IO
T H
E D
IF
IC
IO
A R
E A
B P
IA
N
O T
E R
R A
S-152
14106004
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.01 250mm (MIN) CAST-IN-PLACE CONCRETE SLAB WITH Ø12/300 CENTERED
EACH WAY, TOP & BOTTOM, OVER WELL COMPACTED FILL AND VAPOR
RETARDER / SOLETTA IN CALCESTRUZZO GETTATO IN OPERA Smin=250mm, CON BARRE Ø12/300, SUPERIORI ED INFERIORI IN ENTRAMBE LE DIREZIONI, GETTATA SU SOTTOFONDO BEN COMPATTATO E BARRIERA AL VAPORE
3.09 MODULAR IGLU FLOOR SYSTEM / SISTEMA MODULARE IGLU
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO
200mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
SCALE 1 : 100
A1
TH BLDG 29400 AREA B GROUND FLOOR SLAB PLAN /
PIANTA SOLAIO TH EDIFICIO 29400 AREA B PIANO TERRA
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. REFER TO DETAIL A2 ON SHEET S-530 FOR "CONTINUITY OF FOUNDATION
REINFORCEMENT AT CORNERS & INTERSECTIONS" /
FARE RIFERIMENTO AL DETTAGLIO A2 DELLA TAVOLA S-530 PER LA
"CONTINUITÀ DELL'ARMATURA DI FONDAZIONE AGLI ANGOLI E ALLE
INTERSEZIONI"
5. TOP OF SLAB-ON-GRADE ELEVATION IS -60 mm BELOW FINISHED FLOOR / LA QUOTA SUPERIORE DELLA PAVIMENTAZIONE E' -60 mm SOTTO IL PAVIMENTO
FINITO
6. REFER TO CIVIL DRAWINGS FOR TOP OF GRADE ELEVATIONS ADJACENT TO
BUILDING /
FARE RIFERIMENTO AI DISEGNI CIVILI PER LE QUOTE SUPERIORI DEL TERRENO
ADIACENTI ALL'EDIFICIO
7. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
8. REFER TO DETAILS B1 AND A3 OF S-531 FOR DETAIL OF FOUNDATION
EXTERIOR WALL CHANGE IN THICKNESS/
VEDI DETTAGLI B1 E A3 DELL’ELABORATO S-531 PER IL DETTAGLIO DELLA
VARIAZIONE DI SPESSORE DEL SETTO ESTERNO SULLA FONDAZIONE
SLAB NOTES /
NOTE SLAB
AA BB CC DD EE FF GG HH
JJ
KK
LL
MM
NN
PP
RR
SS
TT
UU
VV
WW
3700 165 2635 2635 165 3700 3700 165 2635
30°
30°
8°
600 5950
2% 2%
2%
2%
2%
3.360 3.360
3.360
3.360
3.360
3.360
3.360
3.360
3.360
EJ
RE
FE
R
TO
A
S-
2%
2.500
1.780
2.500
2.500
3.08
3.08
3.08
3.08
3.08
3.08 3.08
3.08
3.08
3.08
3.08
3.08 3.083.08
3.08
3.50 3.50 3.50
3.50
3.50
3.50 3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.262
3.255
3.241 3.241
3.241
3.241
3.08
2%
3.241
3.70
3.70
3.70
BB1 DD1 FF1
TT1
VV1
3.70 3.70
2.500 2.500
3.50
TH
-9
4- W
TH-94-W2
TH
-9
4- W
TH
-9
4- W
TH-94-W4
TH-94-W2
TH
-9
4- W
TH-94-W6 TH-94-W6
TH-94-W8TH-94-W8
TH
-9
4- W
TH
-9
4- W
3.50 3.50
TH
-9
4- W
TH-94-W8
TH-94-W18
TH-94-W19
TH-94-W17
TH-94-W16
TH-94-W
TH-94-W
TH-94-W18
TH-94-W19
TH-94-W12
TH
-94
-W
TH-94-W11
TH
-94
-W
TH-94-W5
TH
-94
-W
TH-94-W7
TH
-94
-W
TH
-94
-W
TH-94-W7
TH-94-W1TH
-94
-W
TH
-94
-W
TH
-94
-W
TH-94-W5
TH
-94
-W
1.780
8.04
8.04 8.05
8.06
3.70
3.70
8.05
TH-94-W4
LEGEND: /
LEGENDA
INDICATES HOOKED ⌀20 BAR AT 300 O.C. INTO LOAD
BEARING CONCRETE WALL /
INDICA BARRE SAGOMATE ø20 OGNI 300 O.C. NEL MURO DI
CEMENTO ARMATO PORTANTE.
INDICATES ADDITIONAL ⌀20 AT 300 O.C. SLAB TOP BAR
REINFORCING OVER LOAD BEARING CONCRETE WALL /
INDICA BARRE AGGIUNTIVE ø20 OGNI 300 O.C. NELLA PARTE
SUPERIORE DELLA SOLETTA SOPRA LA PARETE PORTANTE DI
CEMENTO ARMATO
TH-94-Wxx = INDICATES CONCRETE WALL.
INDICA PARETE IN CLS.
= DENOTES x% SLOPE / INDICA PENDENZA DEL x%
= DENOTES SLAB-STEP /
INDICA SCALINO SULLA SOLETTA
x%
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :3
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A B
F
IR
S T
FL
O
O R
F R
A M
IN
G
P
LA
N P
IA
N
TA
S
TR
U
TT
U
R E
T H
E D
. 2
A
R E
A B
P
IA
N O
P R
IM
O
S-153
14106005
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO 200mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
8.04 VOID IN SLAB 1400x380mm / FORO NELLA SOLETTA 1400x380
8.05 VOID IN SLAB 560x95mm / FORO NELLA SOLETTA 560x95mm
8.06 TRIANGULAR VOID IN SLAB 400x700mm / FORO TRIANGOLARE NELLA
SOLETTA 400x700mm
SCALE 1 : 100
A1
TH BLDG 29400 AREA B FIRST FLOOR FRAMING PLAN /
PIANTA STRUTTURE TH ED. 29400 AREA B PIANO PRIMO
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
5. BALCONY SLOPES ARE INDICATIVE AND MAY VARY. FOLLOW THE ELEVATION
LEVELS AT THE CANTILEVER END OF EACH BALCONY.
LE PENDENZE DEI BALCONI SONO INDICATIVE E POTREBBERO VARIARE.
VEDERE LE QUOTE DELLO SBALZO SUI PROSPETTI DI OGNI BALCONE
SLAB AND FRAMING NOTES /
AA BB CC DD EE FF GG HH
JJ
KK
LL
MM
NN
PP
RR
SS
TT
UU
VV
WW
3700 165 2635 2635 165 3700 3700 165 2635 280 3100
30°
30°
8°
600 5950
6.780 6.780 6.780
6.780
6.780
6.780
6.780
6.780
6.780
3.50 3.50
3.50
RE
FE
R
TO
A
S-
3.50
3.50
TH-94-W2
3.50
3.50
3.08
3.08
3.08
3.08
3.08
3.083.08
3.70
3.70
3.70
3.70
3.50
8753.50
3.503.50
3.50
3.50 3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.70
3.50
3.50
3.50
3.50
3.50
3.50
3.50
5.560
3.50
3.50
3.50
3.50
3.50 3.50
3.50
3.50
3.50
3.50 3.50
3.50
6.780
6.780
3.50
5.560
5.560
BB1 DD1 FF1
TT1
VV1
325160
603 603
3.083.08
TH-94-W4
TH
-9
4- W
TH-94-W4
TH-94-W2
TH-94-W4
TH
-9
4- W
3.50
TH-94-W8 TH-94-W8
TH
-9
4- W
TH
-9
4- W
75.560
3.50 3.50
3.50
TH-94-W6
TH
-9
4- W
TH
-9
4- W
TH-94-W8
3.50
5.560
3.70
TH-94-W6
3.50
TH-94-W19
TH-94-W18
TH-94-W16
TH-94-W
TH-94-W
TH-94-W175.200
TH-94-W
TH-94-W19
TH-94-W18 TH-94-W12
TH
-94
-W
TH-94-W11
TH
-94
-W
TH-94-W5
TH
-94
-W
TH
-94
-W
TH-94-W1
TH
-94
-W
4 TH-94-W5
TH-94-W7
TH
-94
-W
TH
-94
-W
TH-94-W7
TH
-94
-W
TH
-94
-W
3.50
3.50
5.200
3.70
3.70
8.04
8.08
8.07
TH-94-W3
TH-94-W3
8.08
TH
-9
4- W
TH
-9 4-
W
TH
-9
4- W
TH
-9
4- W
LEGEND: /
LEGENDA
INDICATES HOOKED ⌀20 BAR AT 300 O.C. INTO LOAD
BEARING CONCRETE WALL /
INDICA BARRE SAGOMATE ø20 OGNI 300 O.C. NEL MURO DI
CEMENTO ARMATO PORTANTE.
INDICATES ADDITIONAL ⌀20 AT 300 O.C. SLAB TOP BAR
REINFORCING OVER LOAD BEARING CONCRETE WALL /
INDICA BARRE AGGIUNTIVE ø20 OGNI 300 O.C. NELLA
PARTE SUPERIORE DELLA SOLETTA SOPRA LA PARETE
PORTANTE DI CEMENTO ARMATO
INDICATES CONCRETE WALL/
INDICA PARETE IN CLS.
TH-94-Wxx =
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :3
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A B
S E
C O
N D
F
LO
O R
F R
A M
IN
G
P
LA
N P
IA
N
TA
S
TR
U
TT
U
R E
T H
E D
. 2
A
R E
A B
P
IA
N O
S E
C O
N D
O
S-154
14106006
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO 200mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
8.04 VOID IN SLAB 1400x380mm / FORO NELLA SOLETTA 1400x380
8.07 VOID IN SLAB 1100x380mm / FORO NELLA SOLETTA 1100x380mm
8.08 VOID IN SLAB 820x185mm / FORO NELLA SOLETTA 820x185mm
SCALE 1 : 100
A1
TH BLDG 29400 AREA B SECOND FLOOR FRAMING PLAN /
PIANTA STRUTTURE TH ED. 29400 AREA B PIANO SECONDO
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
5. BALCONY SLOPES ARE INDICATIVE AND MAY VARY. FOLLOW THE ELEVATION
LEVELS AT THE CANTILEVER END OF EACH BALCONY.
LE PENDENZE DEI BALCONI SONO INDICATIVE E POTREBBERO VARIARE.
VEDERE LE QUOTE DELLO SBALZO SUI PROSPETTI DI OGNI BALCONE
SLAB AND FRAMING NOTES /
AA BB CC DD EE FF GG HH
JJ
KK
LL
MM
NN
PP
RR
SS
TT
UU
VV
WW
3865 2635 2635 3865 3865 2635 280 3100
30°
30°
8°
RI
DG
E
RIDGE
H=
0+
(T
YP
H= 20+5 (TYP)
H= 20+5 (TYP)
H= 20+5 (TYP)
30%
30%
3.61
RE
FE
R
TO
A
S-
T.O.W 10.510
T.O.W 11.040
T.O.W 10.510
11.457
11.457
BB1 DD1 FF1
TT1
VV1
12.604
T.O.W 10.272
H= 20+5 (TYP)
30%
30%
.5
T.
O
.W
.1
T.
O
.W
.3
T.
O
.W
.3
H=
0+
(T
YP
10.469 10.469
T.O.W 10.453
T.O.W 10.679
T.O.W 10.453
3.61
3.61
T.O.W 10.272
10.469 10.469
3.66
3.66
10.484
10.491
.4
RIDGE
3.66
3.66
3.61 35%
30%
10.491
T.O.W 10.294
3.61
3.61
T.O.W 10.294
RIDGE
11.824
30%
H= 20+5 (TYP)
3.66
RIDGE
3.66 3.66
3.66
H= 20+5 (TYP)
T.O.W 10.486
3.61
RI
DG
E
.8
T.
O.
W
.2
30%
30%
3.61
3.66
3.66
3.61 H=
0+
(T
YP
35%
.4
T.
O.
W
.2
H=
0+
(T
YP
11.607
30%30%
30%30%
10.493
10.493
10.493
3.66
3.61
3.66
3.61
3.66
10.493
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:1 :4
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
TH
S e n ve lo p e .r vt
MH OTVPP
TH
B
LD
G
A
R E
A B
R O
O F
FR
A
M
IN
G P
LA
N
P
IA
N
TA
S
TR
U
TT
U R
E T
H E
D
IF
IC
IO
A
R E
A B
C O
P E
R
TU
R A
S-155
14106007
1632846
V P P
SHEET KEYNOTES/ NOTE CHIAVE
DELLA TAVOLA:
3.61 PREDALLES REINFORCED SLAB TRELLIS 250mm / TRAVETTI TRALICCIATI SOLAIO IN PREDALLES 250mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO ARMATO 150mm
SCALE 1 : 100
A1
TH BLDG 29400 AREA B ROOF FRAMING PLAN /
PIANTA STRUTTURE TH EDIFICIO 29400 AREA B COPERTURA
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. REFER TO SHEET S-005 FOR "WIND LOADS" /
FARE RIFERIMENTO ALLA TAVOLA S-005 PER I "CARICHI DI VENTO"
4. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
PENETRATIONS NOT SHOWN /
FARE RIFERIMENTO AI DISEGNI MECCANICI, ELETTRICI E IDRAULICI PER LE
PENETRAZIONI NON MOSTRATE
5. ROOF SYSTEM IS PREDALLE SLAB SYSTEM SUPPORTED BY CAST IN PLACE
CONCRETE LOAD BEARING WALL. SEE S-531 FOR REINFORCING
IL SISTEMA DEL TETTO È UN SISTEMA DI LASTRE PREDALLE SOSTENUTO DA UN
MURO PORTANTE IN CALCESTRUZZO GETTATO IN OPERA. VEDERE S-531 PER
L'ARMATURA
6. H = HEIGHT OF ROOF STRUCTURAL SECTION (20cm PREDALLE SYSTEM + 5cm
SACRIFICIAL SLAB) /
H = ALTEZZA DELLA SEZIONE STRUTTURALE DEL TETTO (20cm SISTEMA PREDALLE + 5cm FONDELLO A PEREDE)
7. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
ROOF PLAN NOTES /
NOTE SUL PIANO DEL TETTO
A
A2 S-320
A2 S-320
A1 S-273
C1 S-273
C3 S-273
A3 S-273
B
3.07
C1 S-320
C1 S-320
805 6500
A1 S-320
A1 S-320
B1 S-320
B1 S-320
1055 6500
-0.780
A
A2 S-320
A2 S-320
A1 S-273
C1 S-273
C3 S-273
A3 S-273
B
3.50
3.503.50
3.50
3.07
C1 S-320
C1 S-320
A1 S-320
A1 S-320
B1 S-320
B1 S-320
-0.060
0 15
600 6700
A
A2 S-320
A2 S-320
A1 S-273
C1 S-273
C3 S-273
A3 S-273
B
3.68
3.68
C1 S-320
C1 S-320
T.O.W. 3.213
T.O.W. 3.213
4.119
A1 S-320
A1 S-320
B1 S-320
B1 S-320
3.66
3.66
RIDGE
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
PLAN
NORTH
0 421 3 5
SCALE: 1:50
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:3 :5
B
IM
B P
AM
E R
V ic e n z a p h a s e
III
A F H P V S S su b s ta ti o n .r vt
MH OTAGM
S U
B S
TA
TI
O N
P
LA
N S
P
IA
N
TA
S O
TT
O
S
TA
Z
IO
N E
S-156
14106008
1656273
A G M
SCALE 1 : 50
C2
SUBSTATION SLAB PLAN /
SOTTOSTAZIONE SOLAIO
SCALE 1 : 50
A1
SUBSTATION GROUND PLAN /
SOTTOSTAZIONE PIANO TERRA
SCALE 1 : 50
A3
SUBSTATION ROOF PLAN /
SOTTOSTAZIONE COPERTURA
SHEET KEYNOTES / NOTE CHIAVE
DELLA TAVOLA:
3.07 FOUNDATION SLAB 600mm / PIASTRA DI FONDAZIONE 600mm
3.50 REINFORCED CONCRETE WALL 200mm / MURO IN CALCESTRUZZO ARMATO
200mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO
ARMATO 150mm
3.68 REINFORCED CONCRETE ROOF 250mm / COPERTURA IN CALCESTRUZZO
ARMATO 250mm
1. REFERENCE ELEVATION 0,0 = SEE CIVIL DRAWINGS /
QUOTA DI RIFERIMENTO 0,0 = VEDI DISEGNI CIVILI
2. REFER TO SHEETS S-001 TO S-004 FOR STRUCTURAL GENERAL NOTES /
FARE RIFERIMENTO ALLE TAVOLE DA S-001 A S-004 PER LE NOTE GENERALI
STRUTTURALI
3. TOP OF FOUNDATION ELEVATION IS -0 mm / LA QUOTA SUPERIORE DELLA FONDAZIONE È -0 mm
4. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
PENETRATIONS NOT SHOWN /
FARE RIFERIMENTO AI DISEGNI MECCANICI, ELETTRICI E IDRAULICI PER LE
PENETRAZIONI NON MOSTRATE
5. REFER TO CIVIL DRAWINGS FOR TOP OF GRADE ELEVATIONS ADJACENT TO
BUILDING /
FARE RIFERIMENTO AI DISEGNI CIVILI PER LE ALTEZZE DELLA SUPERFICIE
ADIACENTE ALL'EDIFICIO
6. SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI ESEGUIRE IL
GETTO
GENERAL NOTES /
NOTE GENERALI
SE_GROUND TOC
-60
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
A B C D E F G H J K L
A3 S-303
3470 6505 3175 3800 2570 1230 2750 8390 2160 900
34950
TOW 11.280
TOW 15.570
TOW 14.810
TOW 15.457
1060 1570 1530 1570 1025 565 3070 3655 1170 4815 1815 1120
928 1200
1228 600
1970 875 810 1570 1530 1570 315 3070 565 1106 1970 974 315 1170 835 925 1970 1085 1815 1120
1000 1350 3500 500 1000 820 1080 1900 1000
00 22
580 600 900 600 1465 600 1400 600 1200 600 1200 600463
3.66
3.61
3.66 3.51
3.51
3.51
3.51
3.54
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.61
3.66
8.11
3.51
8.11
8.11
TOW 15.570
3.66
3.61 3.08
3.08
3.08
3.12
3.08
3.68 3.08
3.70
B1 S-303
3.22
3.22 3.51
3.51
3.51
13.11
10.200 10.178 10.200 10.947
10.349
14.590
1060 1600
3.533.08
3.08
17.644
18.814 3.66 3.61
3.15
3.53
3.18
TOW 10.130
3.08
TOW 3.330
A2 S-532
A3 S-532
1350 1000
SE_GROUND TOC
-60
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
ABCDEFGHJKL
A3 S-303
900 2160 8390 2750 1230 2570 3800 3175 6505 3470 34950
TOW 15.570
TOC 14.600
TOW 15.570TOW 15.457
TOW 10.800
765 1170
1570 2160 1570
600 2005 600 1600 600 1265 600 1265 600 1210
TOW 2.400
1370 980 1245 1570 1385 1570 1530 1570 810 875 1970 875
1745 1000 4656 2400 600 2400 1740 1600
965 1970 1115 565 3070
3.08
3.68
3.51
3.54
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.08
3.08
3.08
3.66
3.12
3.51
3.51
3.51
3.51
1000 590
3.51
3.51
3.51
B1 S-303
3.22 3.22
14.590
6.640
3.240
2%
2%
17.644 17.644
18.814 3.66 3.61
3.15
TOW 3.3303.53
3.08
3.18 3.53
TOW 10.130
RIDGE
3.51
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:0 :4
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
AP
S e n ve lo p e .r vt
MH OTAGM
A P
B U
IL
D
IN
G
F
A C
A D
E E
LE
V
A
TI
O N
S A
P E
D
IF
IC
IO
P
R O
S P
E
TT
I F A
C C
IA
TA
S-201
14106009
1656273
A G M
SCALE 1 : 100 (S-102)
C1
AP BUILDING 27100 FACADE ELEVATION WEST /
APPARTAMENTO 27100 PROSPETTO OVEST
SCALE 1 : 100 (S-101)
A1
AP BUILDING 27100 FACADE ELEVATION EAST /
APPARTAMENTO 27100 PROSPETTO EST
SHEET KEYNOTES
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.12 CONCRETE PILE D=600mm / PALO IN CALCESTRUZZO D=600 mm
3.15 PILE CAP 1000mm / PIASTRA SU PALI 1000mm
3.18 180mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION /
3.22 REINFORCED CONCRETE COLUMN C1 ONLY AT GROUND FLOOR. SEE
DETAIL A1 ON SHEET S-532 / PILASTRO IN CALCESTRUZZO ARMATO C1
SOLO AL PIANO TERRA. VEDI DETTAGLIO A1 SUL FOGLIO S-532
3.51 REINFORCED CONCRETE WALL 250mm / MURO IN CALCESTRUZZO ARMATO 250mm
3.53 REINFORCED CONCRETE WALL 400mm / MURO IN CALCESTRUZZO ARMATO 400mm
3.54 REINFORCED CONCRETE WALL 460mm ONLY AT FIRST FLOOR / MURO IN CALCESTRUZZO ARMATO 460mm SOLO AL PRIMO PIANO
3.61 PREDALLES REINFORCED SLAB TRELLIS 250mm / TRAVETTI TRALICCIATI SOLAIO IN PREDALLES 250mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO ARMATO 150mm
3.68 REINFORCED CONCRETE ROOF 250mm / COPERTURA IN CALCESTRUZZO ARMATO 250mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
8.11 SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI FARE LA
COLATA
13.11 200mm HEEL WALL BEYOND / 200mm MURO SPERONE
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
A B C D E F G H J K L
A3 S-303A
B1 S-303A
3470 6505 3175 3800 2570 1230 2750 8390 2160 900
34950
TOW 15.570
TOW 14.810
TOW 15.570 TOW 15.457
10.200 10.349
TOW 11.280
TOW 10.130
3.66 3.6130%
3.51
3.66
3.51
3.51
3.51
3.51
3.51
1060 1570 1530 1570 1025 565 3070 3655 1170 4815 1815 1120
3.61 3.66
3.613.66
3.66 3.61
3.51
10.20010.178 10.947
580 600 900 600 1465 600 1400 600 1200 600 1200 600
3.51
3.51
3.54
1600 4190 3500 1350 1000
500 1000 820 1080 1900
TOW 3.330
3.51
3.51
3.51
3.51
3.51
3.51
3.7013.11
8.11
3.51
3.51
3.68
3.53
3.22 3.22
3.15
3.12
SE_GROUND TOC
-60
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
ABCDEFGHJKL
A3 S-303A
B1 S-303A
900 2160 8390 2750 1230 2570 3800 3175 6505 3470 34950
TOW 15.457
18.814
17.64417.644
TOW 15.570
TOW 14.600
TOW 15.570
RIDGE
TOW 10.800
4775 1570 2160 1570 725
765 1170
1370 980 1245 1570 1385 1570 1530 1570 810 875 1970 875
1970 1115 565 3070 315
455 600 2005 600 1600 600 1265 600 1265 600
460 1000
800 650
TOW 2.4003.51
1000 4656 2400 600 2400 1740 1600 16
TOW 3.330 3.53 3.68
3.08 3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.51
TOW 10.130
3.18 3.08
3.51
3.51
3.51
6.640
3.240
3.08
3.08 3.51
3.51
3.51
3.51
3.51
3.51
3.51
3.54
3.51
3.51
3.15
3.12
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:0 :4
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
AP
S e n ve lo p e .r vt
MH OTAGM
A P
B U
IL
D
IN
G
F
A C
A D
E E
LE
V
A
TI
O N
B
ID
O P
TI
O
N A
P E
D
IF
IC
IO
P
R O
S P
E
TT
I F A
C C
IA
TA
O P
ZI
O
N E
O
FF
E R
TA
S-201A
14106010
1656273
A G M
SCALE 1 : 100
C1
AP BUILDING 27100 FACADE ELEVATION WEST /
APPARTAMENTO 27100 PROSPETTO OVEST
SCALE 1 : 100
A1
AP BUILDING 27100 FACADE ELEVATION EAST /
APPARTAMENTO 27100 PROSPETTO EST
SHEET KEYNOTES
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.12 CONCRETE PILE D=600mm / PALO IN CALCESTRUZZO D=600 mm
3.15 PILE CAP 1000mm / PIASTRA SU PALI 1000mm
3.18 180mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION /
3.22 REINFORCED CONCRETE COLUMN C1 ONLY AT GROUND FLOOR. SEE
DETAIL A1 ON SHEET S-532 / PILASTRO IN CALCESTRUZZO ARMATO C1
SOLO AL PIANO TERRA. VEDI DETTAGLIO A1 SUL FOGLIO S-532
3.51 REINFORCED CONCRETE WALL 250mm / MURO IN CALCESTRUZZO ARMATO 250mm
3.53 REINFORCED CONCRETE WALL 400mm / MURO IN CALCESTRUZZO ARMATO 400mm
3.54 REINFORCED CONCRETE WALL 460mm ONLY AT FIRST FLOOR / MURO IN CALCESTRUZZO ARMATO 460mm SOLO AL PRIMO PIANO
3.61 PREDALLES REINFORCED SLAB TRELLIS 250mm / TRAVETTI TRALICCIATI SOLAIO IN PREDALLES 250mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO ARMATO 150mm
3.68 REINFORCED CONCRETE ROOF 250mm / COPERTURA IN CALCESTRUZZO ARMATO 250mm
3.70 CAST IN PLACE CONCRETE STAIR. SEE DETAILS ON SHEET S-535 / SCALA IN
CALCESTRUZZO GETTATO IN OPERA, VEDI DETTAGLIO COSTRUTTIVO A2
DELL'ELABORATO S-535
8.11 SEE MEP DRAWINGS FOR ALL NECESSARY HOLES BEFORE POURING /
VEDERE I DISEGNI MEP PER TUTTI I FORI NECESSARI PRIMA DI FARE LA
13.11 200mm HEEL WALL BEYOND / 200mm MURO SPERONE
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
1234567891011121314151617
1000 2410 500 2415 985 715
3450 450 925 2800
660 1500
20850
TOW 15.570
3601 2400 600 2400 3100 2400 600 2400 600 1600 1399
11151120
3.61
3.663.51
3.51
3.51
A1 S-301
A1 S-302
3.22
30%
3.51
10.200
3.15
3.12
8.10
1120 3400 1120 7729
SE_GROUND TOC
-60
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
100024105002415985715
34504509252800
6601500
20850
1039 1970 1041 605 1570 1340 1570 1605 2170 630 1295 1370 995
30 17
1725 600 2815 600 2310 600
TOW 15.457
3.51
3.51
3.51
3.51
620217062013921370
2000 1076 1045 1370 995
3.12
3.663.66
3.08
3.08
3.08
3.08
3.08
3.08
A1 S-301
A1 S-302
14.590 14.590
3.53
3.15
3.18
TOW 10.130
30%
600 1530
30%
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:0 :4
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
AP
S e n ve lo p e .r vt
MH OTAGM
A P
B U
IL
D
IN
G
F
A C
A D
E E
LE
V
A
TI
O N
S A
P E
D
IF
IC
IO
P
R O
S P
E
TT
I F A
C C
IA
TA
S-202
14106011
1656273
A G M
SCALE 1 : 100 (S-102)
C1
AP BUILDING 27100 FACADE ELEVATION NORTH /
APPARTAMENTO 27100 PROSPETTO NORD
SCALE 1 : 100 (S-102)
A1
AP BUILDING 27100 FACADE ELEVATION SOUTH /
APPARTAMENTO 27100 PROSPETTO SUD
SHEET KEYNOTES
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.12 CONCRETE PILE D=600mm / PALO IN CALCESTRUZZO D=600 mm
3.15 PILE CAP 1000mm / PIASTRA SU PALI 1000mm
3.18 180mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION /
3.22 REINFORCED CONCRETE COLUMN C1 ONLY AT GROUND FLOOR. SEE
DETAIL A1 ON SHEET S-532 / PILASTRO IN CALCESTRUZZO ARMATO C1
SOLO AL PIANO TERRA. VEDI DETTAGLIO A1 SUL FOGLIO S-532
3.51 REINFORCED CONCRETE WALL 250mm / MURO IN CALCESTRUZZO ARMATO 250mm
3.53 REINFORCED CONCRETE WALL 400mm / MURO IN CALCESTRUZZO ARMATO 400mm
3.61 PREDALLES REINFORCED SLAB TRELLIS 250mm / TRAVETTI TRALICCIATI SOLAIO IN PREDALLES 250mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO ARMATO 150mm
8.10 OPENINGS SHOWN AS DASHED ARE INDICATIVE OF OPENING LOCATION
WHEN PROTOTYPE DOES NOT ADJOIN ANOTHER BUILDING / LE APERTURE
INDICATE COME TRATTEGGIATE SONO INDICATIVE DELLA POSIZIONE
DELL'APERTURA QUANDO IL PROTOTIPO NON CONFINA CON UN ALTRO
EDIFICIO
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
1234567891011121314151617
A1 S-301A
A1 S-302A
1000 2410 500 2415 985 715
3450 450 925 2800
660 1500
20850
TOW 15.570
10.200
30% 3.66 3.61
1120 1115
1120 3400 1120 7729
2400 600 2400 3100 2400 600 2400 600 1600 139916
3.51
3.51
3.51
3.51 3.22
3.15
3.12
8.10
SE_GROUND TOC
-60
SE_FIRST TOC
SE_SECOND TOC
SE_THIRD TOC
10140
SE_PENTHOUSE TOC
13540
SE_ROOF SLAB TOC
13910
SE_FOUNDATION TOC
-1500
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A1 S-301A
A1 S-302A
100024105002415985715
34504509252800
17190
TOW 15.457
14.590 14.59030% 30%
1039 1970 1646 1570 1340 1570 1605 2170 1925 1370
TOW 10.130 3.533.18
3.08
3.08
3.08
2000 1076 1045 1370
600 153024
3.15
3.12
3.51
3.51
3.51
3.51
1725 600 1725 1090 600 2310 600
3.66 3.66
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:0 :4
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
AP
S e n ve lo p e .r vt
MH OTAGM
A P
B U
IL
D
IN
G
F
A C
A D
E E
LE
V
A
TI
O N
B
ID
O P
TI
O
N A
P E
D
IF
IC
IO
P
R O
S P
E
TT
I F A
C C
IA
TA
O P
ZI
O
N E
O
FF
E R
TA
S-202A
14106012
1656273
A G M
SCALE 1 : 100
C1
AP BUILDING 27100 FACADE ELEVATION NORTH /
APPARTAMENTO 27100 PROSPETTO NORD
SCALE 1 : 100
A1
AP BUILDING 27100 FACADE ELEVATION SOUTH /
APPARTAMENTO 27100 PROSPETTO SUD
SHEET KEYNOTES
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.12 CONCRETE PILE D=600mm / PALO IN CALCESTRUZZO D=600 mm
3.15 PILE CAP 1000mm / PIASTRA SU PALI 1000mm
3.18 180mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION /
3.22 REINFORCED CONCRETE COLUMN C1 ONLY AT GROUND FLOOR. SEE
DETAIL A1 ON SHEET S-532 / PILASTRO IN CALCESTRUZZO ARMATO C1
SOLO AL PIANO TERRA. VEDI DETTAGLIO A1 SUL FOGLIO S-532
3.51 REINFORCED CONCRETE WALL 250mm / MURO IN CALCESTRUZZO ARMATO 250mm
3.53 REINFORCED CONCRETE WALL 400mm / MURO IN CALCESTRUZZO ARMATO 400mm
3.61 PREDALLES REINFORCED SLAB TRELLIS 250mm / TRAVETTI TRALICCIATI SOLAIO IN PREDALLES 250mm
3.66 REINFORCED CONCRETE ROOF 150mm / COPERTURA IN CALCESTRUZZO ARMATO 150mm
8.10 OPENINGS SHOWN AS DASHED ARE INDICATIVE OF OPENING LOCATION
WHEN PROTOTYPE DOES NOT ADJOIN ANOTHER BUILDING / LE APERTURE
INDICATE COME TRATTEGGIATE SONO INDICATIVE DELLA POSIZIONE
DELL'APERTURA QUANDO IL PROTOTIPO NON CONFINA CON UN ALTRO
EDIFICIO
-60.000
SE_FIRST TOC
3340.000
SE_SECOND TOC
6740.000
SE_THIRD TOC
10140.000
SE_PENTHOUSE TOC
13540.000
ABE
3.08
3.08
3.08
3.15
3.08
12547351901145
11778255758255758253270
3.51 3.51
3.51
3.51
19.450
18.600
-1.500
2.700
4880 2160
SE_FOUNDATION TOC
-1500.000
HIJK 380096803470
96519701115565307031615701530157016851970875
14.610
15.570
3.51
3.51 3.51
-1.500
15.570
3.54
3.08
3.08
3.08
3.15
111516451256244545524456552445166916451175
700473
H I J K3800 9680 3470
3.68
3.08
3.08
3.08
3.15
3.08
3.08
3.08
965 1970 1115 565 3070 335 1570 1510 1570 810 875 1970 750 125
3.51 3.51
14.610
15.570
14.610
15.570
3.51
-1.500
1900 1025 2568 3525 1325 737 1000 525 837 1000 1758
3.53
430793
7 59
SE_GROUND TOC
-60.000
SE_FIRST TOC
3340.000
SE_SECOND TOC
6740.000
SE_THIRD TOC
10140.000
SE_PENTHOUSE TOC
13540.000
A G10390
3.08
3.08
3.08
8.11
16.190
14.600
58066682817
3.51
3.51
3.51
3.51
3.51
16.041
3.66 30%
15.570
9663 580 450
640 1253 1000
SE_FOUNDATION TOC
-1500.000
KEYPLAN / PIANO STRATEGICO
NAPOLI
PADOVA
BOLOGNA
= BLDG LOCATIONS
= SIMILAR BLDGS
1:100
0 1 32 4 5 10
SCALE:
D A
TE
GRAPHIC SCALE
SCALA GRAFICA
A
B
C
D
A/E INFO
SEAL
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
D E P A R
TM
E N T O F
TH
E
N A V Y
N A V A L F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N O
RF
O
LK
VA
VI
LL
AG
GI
O
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DRAWFORM REVISION: 25 AUGUST 2020
OF
EPROJECT NO.:
1 2 3 4 5
A
B
C
D
1 2 3 4 5
A P P R
D E S C R
IP
TI
O N
S Y M
H
AM
P
TO
N B
LV
D
VI
C
EN
ZA
IT
AL
Y
AECOM
10 S. Jefferson Street, Suite 1600 Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
P-
1 A
RM
Y
FA
MI
LY
H
OU
SI
NG
P
RO
JE
CT
AS NOTED
CCA/MPO
DER
R. STEPHENS, PE
DPS
P L O
TT
E D
F
IL
E
P A
TH
A U
TH
O R
Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
6 OCT 2021
:5 :3
B
IM
B P A M E R
V ic e n z a p h a se
II
I_ A F H P
AP
S e n ve lo p e .r vt
MH OTVPP
A P
B U
IL
D
IN
G
F
A C
A D
E E
LE
V
A
TI
O N
S A
P E
D
IF
IC
IO
P
R O
S P
E
TT
I F A
C C
IA
TA
S-203
14106013
1656273
V P P
SCALE 1 : 100
B1
AP BUILDING 27200 FACADE ELEVATION EAST /
APPARTAMENTO 27200 PROSPETTO EST
SCALE 1 : 100
A1
AP BUILDING 27200 FACADE ELEVATION WEST /
APPARTAMENTO 27200 PROSPETTO EST
SHEET KEYNOTES / NOTE CHIAVE
DELLA TAVOLA:
3.08 250mm CAST IN PLACE REINFORCED CONCRETE SLAB WITH Ø12/150 EACH
WAY TOP AND BOTTOM. SEE PLAN FOR ELEVATION / SOLETTA IN
CALCESTRUZZO GETTATO IN OPERA 250mm CON BARRE Ø12/150
SUPERIORE ED INFERIOREIN OGNI DIREZIONE. VEDI PIANTA PER
PROSPETTO
3.15 PILE CAP 1000mm / PIASTRA SU PALI 1000mm
3.51 REINFORCED CONCRETE WALL 250mm / MURO IN CALCESTRUZZO ARMATO
250mm
3.53 REINFORCED CONCRETE WALL 400mm / MURO IN CALCESTRUZZO…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .