B.08.02.07.07 07_Bldg_E.pdf
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- Solicitation number
- W912GB21R0003
- Issued by
-
Department of the Army European Command
About this file
This request for proposal (RFP) Part I solicits proposals for the construction of a Deployable Airbase System - Facilities, Equipment, and Vehicles (DABS-FEV) storage complex in Campia Turzii, Romania. The U.S. Army Corps of Engineers European Command will award a single firm fixed-price contract using a best value tradeoff acquisition method. Offerors should not submit pricing at this stage; the RFP Part I only requests non-price proposals. Proposals are due by the date specified in Sections 00 21 16 and 00 22 16 of the attached solicitation. The project involves constructing a one-story warehouse and storage facility with an overall area of approximately 2,369 square meters and height of 10.4 meters to be used for DABS-FEV storage.
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US Army Corps of Engineers ®
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CONTRACT NO.:
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CONSTRUCTION
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W912GB-17-D-0001
SEPTEMBER 4, 2020
CÅMPIA TURZII AIR BASE, ROMANIA
CONSTRUCT EDI DABS/FEV STORAGE
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SEAL-STAMPILA
PROJECT SITE
PROJECT SITE
PROJECT SITE
CTAB-E / FUEL VEHICLE FACILITY
CTAB BUILDING ID TABLE
BLDG ID BUILDING NAME
CTAB-GEN GENERAL - NOT A SPECIFIC BUILDING
CTAB-SITE SITE DESIGN
CTAB-A ROLLING A
CTAB-B ROLLING B
CTAB-C PALLET STORAGE
CTAB-D CONTAINER STORAGE
CTAB-E FUEL VEHICLE FACILITY
CTAB-G VEHICLE MAINTENANCE
CTAB-H CENTRAL PLANT
CTAB-K SECURE ENTRY
CTAB-L PUMP HOUSE
CTAB - TABEL COD CLADIRI
COD NUME CLADIRE
CTAB-GEN GENERAL-NU PENTRU O CLADIRE ANUME
CTAB-SITE FORMA TERENULUI
CTAB-A UMIDITATE CONTROLATA
CTAB-B DEPOZITARE CURENTA
CTAB-C DEPOZITARE PE PALETI
CTAB-D DEPOZITARE IN CONTAINERE
CTAB-E CLADIRE CAMIOANE COMBUSTIBIL
CTAB-G VEHICULE MENTENANTA
CTAB-H CENTRALA TERMICA
CTAB-K ACCES SECURIZAT
CTAB-L CASA POMPE
VICINITY MAP - HARTA ZONA LOCATION MAP - PLAN DE INCADRARE
AREA MAP - PLAN DE SITUATIE
US Army Corps of Engineers ®
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REFER TO EACH INDIVIDUAL
PACKAGE FOR AN INDEX OF
DRAWINGS OF THAT PACKAGE
INDEX OF DRAWINGS - LISTA DE PLANSE
BLDG ID -
COD CLADIRE
SHEET NUMBER -
NUMAR PLANSA SHEET TITLE - TITLU PLANSA
CTAB-E MH100 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK OVERALL PLAN
CTAB-E MH101 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK PLAN AREA A
CTAB-E MH102 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK PLAN AREA B
CTAB-E MH103 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK OVERALL ROOF PLAN
CTAB-E MH104 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK ROOF PLAN AREA A
CTAB-E MH105 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK ROOF PLAN AREA B
CTAB-E MH301 FUEL VEHICLE FACILITY MECHANICAL SECTION VIEWS
CTAB-E MH401 FUEL VEHICLE FACILITY MECHANICAL DUCTWORK ENLARGED VIEWS
CTAB-E MP100 FUEL VEHICLE FACILITY MECHANICAL PIPING OVERALL PLAN
CTAB-E MP101 FUEL VEHICLE FACILITY MECHANICAL PIPING PLAN AREA A
CTAB-E MP102 FUEL VEHICLE FACILITY MECHANICAL PIPING PLAN AREA B
CTAB-E MP301 FUEL VEHICLE FACILITY MECHANICAL PIPING SECTION VIEWS
CTAB-E MP302 FUEL VEHICLE FACILITY MECHANICAL PIPING SECTION VIEWS
CTAB-E MP401 FUEL VEHICLE FACILITY MECHANICAL PIPING ENLARGED PLANS
CTAB-E EL100 FUEL VEHICLE FACILITY LIGHTING OVERALL PLAN
CTAB-E EL101 FUEL VEHICLE FACILITY LIGHTING PLAN AREA A
CTAB-E EL102 FUEL VEHICLE FACILITY LIGHTING PLAN AREA B
CTAB-E EP100 FUEL VEHICLE FACILITY POWER OVERALL PLAN
CTAB-E EP101 FUEL VEHICLE FACILITY POWER PLAN AREA A
CTAB-E EP102 FUEL VEHICLE FACILITY POWER PLAN AREA B
CTAB-E EP103 FUEL VEHICLE FACILITY OVERALL POWER ROOF PLAN
CTAB-E EP104 FUEL VEHICLE FACILITY POWER ROOF PLAN AREA A
CTAB-E EP105 FUEL VEHICLE FACILITY POWER ROOF PLAN AREA B
CTAB-E EP401 FUEL VEHICLE FACILITY POWER ENLARGED PLAN
CTAB-E EY100 FUEL VEHICLE FACILITY ELECTRONIC SECURITY OVERALL PLAN
CTAB-E EY101 FUEL VEHICLE FACILITY ELECTRONIC SECURITY PLAN AREA A
CTAB-E EY102 FUEL VEHICLE FACILITY ELECTRONIC SECURITY PLAN AREA B
CTAB-E EY400 FUEL VEHICLE FACILITY ELECTRONIC SECURITY ENLARGED PLAN AND ELEVATIONS
CTAB-E EG100 FUEL VEHICLE FACILITY ELECTRICAL GROUNDING OVERALL PLAN
CTAB-E EG101 FUEL VEHICLE FACILITY ELECTRICAL GROUNDING PLAN AREA A
CTAB-E EG102 FUEL VEHICLE FACILITY ELECTRICAL GROUNDING PLAN AREA B
CTAB-E EG103 FUEL VEHICLE FACILITY ELECTRICAL GROUNDING ROOF OVERALL PLAN
CTAB-E EG104 FUEL VEHICLE FACILITY ELECTRICAL GROUNDING ROOF PLAN AREA A
CTAB-E EG105 FUEL VEHICLE FACILITY ELECTRICAL GROUNDING ROOF PLAN AREA B
CTAB-E E-601 FUEL VEHICLE FACILITY ELECTRICAL PANEL SCHEDULES
CTAB-E E-602 FUEL VEHICLE FACILITY ELECTRICAL PANEL SCHEDULES
CTAB-E E-901 POWER RISER DIAGRAM
CTAB-E T-100 FUEL VEHICLE FACILITY TELECOMMUNICATION OVERALL PLAN
CTAB-E T-101 FUEL VEHICLE FACILITY TELECOMMUNICATION PLAN AREA A
CTAB-E T-102 FUEL VEHICLE FACILITY TELECOMMUNICATION PLAN AREA B
CTAB-E T-400 FUEL VEHICLE FACILITY TELECOMMUNICATION ENLARGED PLAN AND ELEVATIONS
INDEX OF DRAWINGS - LISTA DE PLANSE
BLDG ID -
COD CLADIRE
SHEET NUMBER -
NUMAR PLANSA SHEET TITLE - TITLU PLANSA
CTAB-E G-001 COVER SHEET - COPERTA
CTAB-E G-002 FUEL VEHICLE FACILITY INDEX OF DRAWINGS - LISTA DE PLANSE FACILITATE DE ALIMENTARE A VEHICULELOR
CTAB-E GI000 FUEL VEHICLE FACILITY LIFE SAFETY CODE SUMMARY
CTAB-E GI001 PLAN PROTECTIE INCENDIU COD CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE
CTAB-E GI100 FUEL VEHICLE FACILITY LIFE SAFETY OVERALL PLAN
CTAB-E GI101 FUEL VEHICLE FACILITY LIFE SAFETY PLAN AREA A
CTAB-E GI102 FUEL VEHICLE FACILITY LIFE SAFETY PLAN AREA B
CTAB-E GI103 PLAN GENERAL PROTECTIE INCENDIU CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE CTAB-E SB100 FUEL VEHICLE FACILITY OVERALL FOUNDATION PLAN - PLAN GENERAL DE FUNDATII CTAB-E SB101 FUEL VEHICLE FACILITY FOUNDATION PLAN AREA A - PLAN DE FUNDATII ZONA A CTAB-E SB102 FUEL VEHICLE FACILITY FOUNDATION PLAN AREA B - PLAN DE FUNDATII ZONA B CTAB-E SB103 FUEL VEHICLE FACILITY OVERALL FLOOR SLAB PLAN - PLAN GENERAL PLACA PARDOSEALA CTAB-E SB104 FUEL VEHICLE FACILITY FLOOR SLAB PLAN AREA A - PLAN PLACA PARDOSEALA ZONA A CTAB-E SB105 FUEL VEHICLE FACILITY FLOOR SLAB PLAN AREA B - PLAN PLACA PARDOSEALA ZONA B CTAB-E SF100 FUEL VEHICLE FACILITY OVERALL ROOF FRAMING PLAN - PLAN GENERAL CADRE ACOPERIS CTAB-E SF101 FUEL VEHICLE FACILITY ROOF FRAMING PLAN AREA A - PLAN CADRE ACOPERIS ZONA A CTAB-E SF102 FUEL VEHICLE FACILITY ROOF FRAMING PLAN AREA B - PLAN CADRE ACOPERIS ZONA B CTAB-E S-201 FUEL VEHICLE FACILITY JOIST AND GIRDER PROFILE FRAMING DETAIL - DETALII CADRE PANE SI FERME CTAB-E S-202 FUEL VEHICLE FACILITY END WALL FRAMING ELEVATIONS - ELEVATII CADRU PERETE DE CAPAT
CTAB-E S-301 FUEL VEHICLE FACILITY FOUNDATION DETAILS - DETALII FUNDATII
CTAB-E S-302 FUEL VEHICLE FACILITY COLUMN BASE DETAILS - DETALII BAZA STALP
CTAB-E S-303 FUEL VEHICLE FACILITY FLOOR SLAB DETAILS - DETALII PLACA PARDOSEALA
CTAB-E S-304 FUEL VEHICLE FACILITY ROOF FRAMING DETAILS - DETALII CADRE ACOPERIS
CTAB-E S-305 FUEL VEHICLE FACILITY JOIST AND GIRDER DETAILS - DETALII FERME SI PANE CTAB-E S-306 FUEL VEHICLE FACILITY END WALL CONNECTION DETAILS - DETALII PRINDERE PERETE DE CAPAT CTAB-E S-307 FUEL VEHICLE FACILITY STEEL STANDARD DETAILS - DETALII STANDARD PENTRU OTEL
CTAB-E S-308 FUEL VEHICLE FACILITY CMU TYPICAL DETAILS - DETALII PERETI ZIDARIE
CTAB-E S-501 CONTAINMENT TANK PLANS - PLANURI BAZIN DE RETENTIE
CTAB-E S-502 CONTAINMENT TANK DETAILS - DETALII BAZIN DE RETENTIE
CTAB-E S-601 FUEL VEHICLE FACILITY COLUMN SCHEDULE - EXTRAS STALP
CTAB-E A-100 FUEL VEHICLE FACILITY OVERALL FLOOR PLAN - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN GENERAL CTAB-E A-101 FUEL VEHICLE FACILITY FLOOR PLAN AREA A - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN ZONA A CTAB-E A-102 FUEL VEHICLE FACILITY FLOOR PLAN AREA B - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN ZONA B CTAB-E A-103 FUEL VEHICLE FACILITY OVERALL REFLECTED CEILING PLAN - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN GENERAL PLAFOANE CTAB-E A-104 FUEL VEHICLE FACILITY REFLECTED CEILING PLAN AREA A - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN PLAFOANE ZONA A CTAB-E A-105 FUEL VEHICLE FACILITY REFLECTED CEILING PLAN AREA B - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN PLAFOANE ZONA B CTAB-E A-106 FUEL VEHICLE FACILITY OVERALL ROOF PLAN - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN GENERAL INVELITOARE CTAB-E A-107 FUEL VEHICLE FACILITY ROOF PLAN AREA A - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN INVELITOARE ZONA A CTAB-E A-108 FUEL VEHICLE FACILITY ROOF PLAN AREA B - FACILITATE DE ALIMENTARE A VEHICULELOR PLAN INVELITOARE ZONA B CTAB-E A-200 FUEL VEHICLE FACILITY OVERALL BUILDING ELEVATIONS - FACILITATE DE ALIMENTARE A VEHICULELOR ELEVATII INTREGA CLADIRE CTAB-E A-201 FUEL VEHICLE FACILITY EXTERIOR ELEVATIONS - FACILITATE DE ALIMENTARE A VEHICULELOR FATADE CTAB-E A-202 FUEL VEHICLE FACILITY EXTERIOR ELEVATIONS - FACILITATE DE ALIMENTARE A VEHICULELOR FATADE CTAB-E A-301 FUEL VEHICLE FACILITY SECTIONS - FACILITATE DE ALIMENTARE A VEHICULELOR SECTIUNI CTAB-E A-401 FUEL VEHICLE FACILITY ENLARGED PLANS - FACILITATE DE ALIMENTARE A VEHICULELOR PLANURI MARITE CTAB-E A-501 FUEL VEHICLE FACILITY WALL SECTIONS - FACILITATE DE ALIMENTARE A VEHICULELOR SECTIUNI CTAB-E A-502 FUEL VEHICLE FACILITY WALL SECTIONS - FACILITATE DE ALIMENTARE A VEHICULELOR SECTIUNI CTAB-E A-503 FUEL VEHICLE FACILITY WALL SECTIONS - FACILITATE DE ALIMENTARE A VEHICULELOR SECTIUNI CTAB-E A-601 FUEL VEHICLE FACILITY ROOM FINISH SCHEDULE - FACILITATE DE ALIMENTARE A VEHICULELOR TABLOU FINISAJE
CTAB-E A-602 FUEL VEHICLE FACILITY DOOR AND WINDOW SCHEDULES AND TYPES
CTAB-E A-603 FUEL VEHICLE FACILITY WALL TYPE SCHEDULE
CTAB-E FA100 FUEL VEHICLE FACILITY FIRE ALARM OVERALL PLAN
CTAB-E FA101 FUEL VEHICLE FACILITY FIRE ALARM PLAN AREA A
CTAB-E FA102 FUEL VEHICLE FACILITY FIRE ALARM PLAN AREA B
CTAB-E FX100 FUEL VEHICLE FACILITY FIRE SUPRESSION OVERALL PLAN
CTAB-E FX101 FUEL VEHICLE FACILITY FIRE SUPRESSION PLAN AREA A
CTAB-E FX102 FUEL VEHICLE FACILITY FIRE SUPRESSION PLAN AREA B
CTAB-E PP100 FUEL VEHICLE FACILITY PLUMBING OVERALL UNDERSLAB AND FLOOR PLAN
CTAB-E PP101 FUEL VEHICLE FACILITY PLUMBING UNDERSLAB PLAN AREA A
CTAB-E PP102 FUEL VEHICLE FACILITY PLUMBING UNDERSLAB PLAN AREA B
CTAB-E PP103 FUEL VEHICLE FACILITY PLUMBING PLAN AREA A
CTAB-E PP104 FUEL VEHICLE FACILITY PLUMBING PLAN AREA B
CTAB-E P-901 FUEL VEHICLE FACILITY PLUMBING RISER DIAGRAMS
CTAB-E P-902 FUEL VEHICLE FACILITY PLUMBING RISER DIAGRAMS
CAMPIA TURZII AIR STATION FUEL VEHICLE FACILITY
ROMANIA
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
1. ONE-STORY WAREHOUSE AND STORAGE FACILITY
- BUILDING GROSS AREA APPROXIMATE: 2,369 SM
- OVERALL HEIGHT: 10.4M
2. OCCUPANCY:
IBC: GROUP H-3, NFPA: HIGH HAZARD STORAGE
3. TYPE OF CONSTRUCTION: II-A
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
19.8 M. 10.4 M.
4 1
3368.5 SM 2,369 SM
PRIMARY STRUCTURAL FRAME 1 HRS
EXTERIOR BEARING WALLS 1 HRS
FLOOR 1 HRS
ROOF 1 HRS
PER IBC, TABLE 601
ALL INTERIOR DEMISING WALLS EI30
PER HOST NATION REQUIREMENTS
INTERIOR WALL/CEILING FINISHES (IBC, TABLE 803.11)
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS CLASS C
ROOMS AND ENCLOSED SPACES CLASS C
MEANS OF EGRESS
EXIT CAPACITY (NFPA 101, 7.3)
• REQUIRED: 37 PERSONS
• PROVIDED: 1274 PERSONS
• NO MORE THAN 10 PERSONS ARE EXPECTED TO
OCCUPY THE BUILDING AT THE SAME TIME
NUMBER OF EXITS (NFPA 101, 7.4)
• REQUIRED: 2
• PROVIDED: 7
TRAVEL DISTANCE (NFPA 101, 42.2.6)
• ALLOWED: 30 M
• PROVIDED: 40 M
TRAVEL DISTANCE (HOST NATION REQUIREMENTS)
• ALLOWED: 45 M
• PROVIDED: 40 M
COMMON PATH OF TRAVEL (NFPA 101, 42.2.5)
• ALLOWED: 30 M
• PROVIDED: NA
DEAD END CORRIDORS (NFPA 101, 42.2.5)
• ALLOWED: 30 M
• PROVIDED: NA
EXIT REMOTENESS (NFPA 101, 7.5.1.3.2)
• ALLOWED: 19 M
• PROVIDED: 54 M
EGRESS WIDTH (NFPA 101, 7.3.4)
• ALLOWED: 185 MM
• PROVIDED: 6370 MM
FIRE SEPARATION DISTANCE BETWEEN
BUILDINGS
GROUP H-3 BUILDINGS WITHTYPE IIA CONSTRUCTION ARE REQUIRED
TO BE 9 M (30 FT) OR GREATER FROM THE ASSUMED PROPERTY LINE,
IN ACCORDANCE WITH IBC TABLE 602. ALL SIDES OF THE BUILDINGS
ARE MORE THAN 9 M FROM THE ASSUMED LOT LINE
APPLICABLE CODES AND REGULATIONS
LIFE SAFETY GENERAL COMMENTS
1. THE WAREHOUSE FIRE AREA DOES NOT EXCEED
THE LIMIT SET IN UFC 3-600-01 4-44.5 OF 5,547 SQ.M.
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. THE FUEL TESTING AREA IS NOT SPRINKLERED
SINCE IT IS OPENED ON 3 SIDES. THERE IS A 3 HOUR
WALL SEPARATING THE WAREHOUSE AND FUEL
TESTING AREA.
5. FIRE EXTINGUISHER TYPE AND QUANTITY WILL BE
SPECIFIED IN THE NEXT SUBMISSION AND WILL
FOLLOW HOST NATION REQUIREMENTS.
6. REFER TO GS101 FOR THE CODE COMPLIANCE SITE
PLAN.
ALLOWABLE AREA WITH FRONTAGE INCREASE
Aa=At+(NS x If)
At= 2461.85 M
NS= 2461.85 M
F=92.5 m P=163.8 m W=[(L1w1)+(L1w1)]/F=[((46.25)(8)+((46.25)(13.4))]/92.5=10.7 m If=(F/P-0.25)W/9.144=[(92.5/163.8-.25)10.7]/9.144=.3683
Aa=At+(NS x If)=2461.85+(2461.85 x .3683)=3368.5 SM
Aa=ALLOWABLE AREA At=TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH IBC, TABLE 506.2
NS=TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH IBC,
TABLE 506.2 FOR NONSPRINKLERED BUILDINGS
If=AREA FACTOR INCREASE DUE TO FRONTAGE AS CALCULATED IN
ACCORDANCE WITH IBC, SECTION 506.3
F=BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN
SPACE HAVING A WIDTH OF 20 FEET (6096 MM) OR MORE
P=PERIMETER OF ENTIRE BUILDING
W=WIDTH OF PUBLIC WAY OR OPEN SPACE IN ACCORDANCE WITH IBC,
SECTION 506.3.2
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: YES (HOST NATION REQUIREMENTS)
• PROVIDED: YES
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
FIRE DETECTION
• REQUIRED: YES (HOST NATION REQUIREMENTS)
• PROVIDED: YES, IR3 FLAME DEFTECTION IS
PROVIDED
MANUAL PULL STATIONS
• REQUIRED: YES (UFC 3-600-01, 9-18.7.4)
• PROVIDED: YES
AUDIBLE AND VISUAL NOTIFICATION
• REQUIRED: YES (UFC 3-600-01, 9-18)
• PROVIDED: YES, HORN AND STROBES WILL BE
PRESENT
SMOKE CONTROL
• REQUIRED: NO (HOST NATION REQUIREMENTS)
• PROVIDED: NO
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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S
D R
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N B
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D E
S
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N O
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IT
A
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IO
N N
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D A
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M A
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D E
S C
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IP
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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
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B
A
SEAL-STAMPILA
NO
T F
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CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI000
CTAB-E
F U
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M
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C O
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A B
S /F
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U B
M
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T A
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M B
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CAMPIA TURZII BAZA AERIANA CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE
ROMANIA
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
1. DEPOZIT PE UN NIVEL SI SPATII DE DEPOZITARE
- ARIE DESFASURATA CLADIRE: 2,369 SM
- INALTIME GENERALA: 10.4M
2. OCUPARE:
IBC: GRUPA H-3, NFPA: DEPOZIT CU PERICOL RIDICAT
3. TIPUL CONSTRUCTIEI: II-B
4. AMPRENTA CLADIRII SE BAZEAZA PE PLANUL INITIAL.
DEPOZIT SI SPATII DE DEPOZITARE
DESCRIERE PROIECT
RESTRICTII GENERALE ALE CLADIRII
SISTEME PROTECTIE LA INCENDIU
SISTEM AUTOMAT DE PROTECTIE CU SPRINKLERE
• NECESAR: DA (UFC 3-600-01, 4-44.2.1)
• ALOCAT: DA, SISTEMUL DE PREACTIONARE ESTE
PREVAZUT
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
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
SISTEM DE DETECTIE
• NECESAR: DA, DATORITA SISTEMULUI CU
PREACTIONARE
• ALOCAT: DA, SISTEMUL DE DETECTIE IIR ESTE
PREVAZUT
REZISTENTE LA FOC NECESARE
ELEMENTELOR DE CLADIRE
CRITERIU PERMIS ALOCAT
INALTIME CLADIRE
NUMAR ETAJE
SUPRAFATA MAXIMA NIVEL
16.76 m 10.4 m
2 1
1,779.6 mp 2,369 mp
PERIMETRU STRUCTURAL 1 ORA
PERETI DE REZISTENTA EXTERIORI 1 ORA
PARDOSEALA 1 ORA
ACOPERIS/TERASA 1 ORA
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
NORME DE EVACUARE
CAPACITATE DE EVACUARE (NFPA 101, 7.3)
• NECESAR: 37 PERSOANE
• ALOCAT: 1274 PERSOANE
• NU SE ASTEAPTA O OCUPARE DE MAI MULT DE 10
PERSOANE SIMULTAN.
NUMAR DE IESIRI (NFPA 101, 7.4)
• NECESAR: 2
• ALOCAT: 7
LUNGIME DE EVACUARE (NFPA 101, 42.2.6)
• PERMISA: 30 m
• ALOCAT: 40 m
LUNGIME DE EVACUARE (NORME LOCALE)
• PERMISA: 45 m
• ALOCAT: 40 m
CALE DE EVACUARE (NFPA 101, 42.2.5)
• PERMISA: 30 m
• ALOCAT: NA
CORIDOARE INCHISE (NFPA 101, 42.2.5)
• PERMISA: 30 m
• ALOCAT: NA
DISTANTA FATA DE IESIRE (NFPA 101, 7.5.1.3.2)
• PERMISA: 19 m
• ALOCAT: 54 m
LATIME DE EVACUARE (NFPA 101, 7.3.4)
• PERMISA: 185 mm
• ALOCAT: 6370 mm
DISTANTA DINTRE CLADIRI PENTRU
PROTECTIE FOC
ZONELE A SI B VOR FI CONSIDERATE DOUA CLADIRI SEPARATE SI VOR
FI SEPARATE DE UN PERETE REZISTENT 3 ORE LA FOC PE IBC, TABEL
602.
CLADIRILE DIN GRUPA H-3 TREBUIE SA SE AFLE LA CEL PUTIN 9 m
FATA DE LIMITA PROPRIETATII, CONFORM IBC: 602. TOATE PARTILE
CLADIRILOR, IN AFARA CELOR MENTIONATE MAI SUS, SE AFLA LA MAI
MULT DE 9 m FATA DE LIMITA DE PROPRIETATE.
REGULI SI NORME APLICABILE
COMENTARII PROTECTIE INCENDIU
1. ARIA DE ACOPERIRE DIN DEPOZIT NU DE PASESTE
LIMITA IMPUSA IN UFC 3-600-01 4-44.5 DE 5,547 mp.
2. IESIRILE DE EVACUARE VOR FI MARCATE PE
PARDOSEALA.
3. ILUMINATUL DE SIGURANTA VA FI ALOCAT IN TOATE
SPATIILE OCUPATE CONFORM NFPA 101.
ZONA A
CRITERIU PERMIS ALOCAT
INALTIME CLADIRE
NUMAR ETAJE
SUPRAFATA MAXIMA NIVEL
10.4 m
2,369 mp
ZONA B
ARIE DE DECLANSARE CORECTATA CU COEFICIENT DE FATADA
Aa=At+(NS x If)
At= 1300.6 m NS= 1300.6 m F=92.5 m P=163.8 m W=[(L1w1)+(L1w1)]/F=[((46.25)(8)+((46.25)(13.4))]/92.5=10.7 m If=(F/P-0.25)W/9.144=[(92.5/163.8-.25)10.7]/9.144=.3683
Aa=At+(NS x If)=1300.6+(1300.6 x .3683)=1779.6 mp
Aa=ARIA DE DECLANSARE At=COEFICIENT CONFORM IBC, TABEL 506.2
NS=COEFICIENT CONFORM IBC, TABEL 506.2 PENTRU CLADIRI FARA
SPRINKLERE
If=FACTORUL DE MARIRE A SUPRAFETEI CALCULAT CONFORM IBC, SECTIUNEA 506.3
F=PERIMETRUL CLADIRII ALATURAT UNEI CAI PUBLICE DE CIRCULATIE
SAU SPATIU DESCHIS CU LATIMEA 20 FEET (6096 mm) SAU MAI MULT
P=PERIMETRUL CLADIRII
W=LATIMEA UNEI CAI PUBLICE SAU SPATIU DESCHIS CONFORM IBC,
SECTIUNEA 506.3.2
16.76 m
1,779.6 mp
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
S
D R
A W
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D E
S C
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N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
N
M
L
K
J
H
G
F
E
D
C
B
A
SEAL-STAMPILA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI001
P L A
N P
R O
T E
C T
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I
N C
E N
D
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C O
D C
L A
D
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IB
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M
JA
M C
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T A
B
S E
P T
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B E
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W
G B
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-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 : 481 LIFE SAFETY COVER ROMANA
AREA A AREA B
TD 30 M
TD 30 M
EXIT-8
EXIT-9
EXIT-2 EXIT-3
EXIT-1
2 3 4 5 6
B
7 8
EXIT-10
EXIT-4
TD 26 M
EXIT-5EXIT-6
EXIT-7
TD 30 M
TD 29 M
C
1.5
A
A B
1. REFER TO SHEET FA001 FOR MORE INFORMATION ABOUT THE
FIRE ALARM SYSTEM.
VEZI PLANUL FA001 PENTRU MAI MULTE INFORMATII DESPRE
SISTEMUL DE ALARMA DE INCENDIU.
2. IR3 FLAME DETECTION WILL BE PRESENT THROUGHOUT THE
WAREHOUSE AND FLAME DETECTION WILL BE PRESENT
THROUGHOUT IN THE OPEN SPACE IN ACCORDANCE WITH HOST
NATION REQUIREMENTS.
SISTEMUL DE DETECTIE PRIN ASPIRATIE SI SISTEMUL DE
DETECTIE FLACARA VA FI PREVAZUT IN TOT DEPOZITUL SI
SISTEMUL DE DETECTIE FLACARA VA FI PREVAZUT IN TOATE
SPATIILE DESCHISE CONFORM CERINTELOR LOCALE.
1 HR FIRE BARRIER
LIFE SAFETY LEGEND
3 HR FIRE BARRIER
TD XX M
DE XX M
CPT XX M
TRAVEL DISTANCE
DEAD END CORRIDOR DISTANCE
COMMON PATH OF TRAVEL DISTANCE
EXIT
OCCUPANTS
USING EXIT
EXIT
CAPACITY
STORAGE
OCCUPANCY LEGEND
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
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D E
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N N
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D A
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M A
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D E
S C
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IP
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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
10 m
1:200
SCALE
SHEET NOTES - NOTE PLANSA
KEY PLAN - VINIETA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI100
CTAB-E
F U
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E H
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F A
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IF
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M C
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-1 -D
-0
C O
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T R
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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 : 200
FUEL VEHICLE FACILITY OVERALL LIFE SAFETY PLAN -
PLAN GENERAL PROTECTIE INCENDIU CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE
PLAN
NORTH
OCCUPANCY
AREA
(SM)
OCCUPANT FACTOR
(PERSON/SM)
OCCUPANT LOAD
(PERSONS)
STORAGE(AREA A)
TOTAL
1,552 46.5 34
2,369 54
EXIT NAME
WIDTH
(MM)
WIDTH FACTOR
(MM/PERSON)
OCCUPANT
CAPACITY
(PERSONS)
EXIT-1 914.5 5 182
EXIT-2 914.5 5 182
EXIT-3 914.5 5 182
EXIT-4 914.5 5 182
STORAGE
(ELECTICAL RM) 10 1
STORAGE
(COMM RM) 9
STORAGE (FIRE
RISER ROOM)
8 1
PER NFPA 101, 42.1.7, THE OCCUPANT LOAD MUST BE DETERMINED ON
THE BASIS OF THE MAXIMUM PROBABLE POPULATION OF THE SPACE
UNDER CONSIDERATION. NO MORE THAN 10 PERSONS ARE EXPECTED
TO OCCUPY THE BUILDING AT THE SAME TIME. THE NUMBERS PROVIDED
IN THE TABLE ABOVE IN THE OCCUPANT CAPACITY TABLES ILLUSTRATE
THAT THERE IS ADEQUATE EXIT CAPACITY PROVIDED IN THE BUILDING.
THE OCCUPANT LOAD CALCULATIONS DO NOT ACCURATELY PORTRAY
THE ACTUAL NUMBER OF OCCUPANTS EXPECTED IN THE BUILDING.
OCCUPANT LOAD CALCULATIONS WAREHOUSE OCCUPANT CAPACITY
46.5
46.5
46.5 EXIT-5 914.5 5 182
EXIT-6 914.5 5 182
EXIT-7 914.5 5 182
EXIT-8 914.5 5 182
EXIT-9 914.5 5 182
EXIT-10 914.5 5 182
OCCUPANTS
USING EXIT
(PERSONS)
STORAGE(AREA B) 790 46.5 17
1 HR FIRE BARRIER
LIFE SAFETY LEGEND
3 HR FIRE BARRIER
TD XX M
DE XX M
CPT XX M
TRAVEL DISTANCE
DEAD END CORRIDOR DISTANCE
COMMON PATH OF TRAVEL DISTANCE
EXIT
OCCUPANTS
USING EXIT
EXIT
CAPACITY
STORAGE
OCCUPANCY LEGEND
COMM
ELECTRICAL
WAREHOUSE
EXIT-8
182 1
EXIT-10
182 1
EXIT-7
182 6
EXIT-1
182 6
EXIT-5
182 6
EXIT-3
182 11
M
A T
C H
L
IN
E B
G
I1
2 3 4 5 6
B
EXIT-9
182 1
FIRE RISER
EXIT-6
182 6
EXIT-2
182 6
UTILITY
C
1.5
A
A B
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
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S O
F E
N G
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S
D R
A W
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N N
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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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M
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F
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D
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B
A
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
5 m
1:100
SCALE
KEY PLAN - VINIETA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI101
CTAB-E
F U
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F A
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M
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D
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T A
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B E
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-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
1 : 100A1
FUEL VEHICLE FACILITY LIFE SAFETY FLOOR PLAN AREA A -
PLAN PROTECTIE INCENDIU CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE ZONA A
EXIT-5
M
A T
C H
L
IN
E A
G
I1
FUEL SYSTEM
TESTING
B
7 8
EXIT-4
182 10
UTILITY
C
A
A B
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
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D R
A W
N B
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N N
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D E
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
N
M
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J
H
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F
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D
C
B
A
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
5 m
1:100
SCALE
KEY PLAN - VINIETA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI102
CTAB-E
F U
E L V
E H
IC
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F A
C
IL
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IF
E S
A F
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L A
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A B
C Å
M P
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B A
S E
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A N
IA
W S
P
B
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IX
R D
S T
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V
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G
IN
IA
B
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V
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G
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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 : 100B1
FUEL VEHICLE FACILITY LIFE SAFETY FLOOR PLAN AREA B -
PLAN PROTECTIE INCENDIU CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE ZONA B
PLAN
NORTH
2 3 4 5 6
B
7 8
C
1.5
A
AREA A AREA B
TD 30 M
TD 30 M
EXIT-8
EXIT-9
EXIT-2 EXIT-3
EXIT-1
EXIT-10
EXIT-4
TD 26 M
EXIT-5EXIT-6
EXIT-7
TD 30 M
TD 29 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
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D E
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IG
N E
D B
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D B
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A N
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D A
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C O
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LI
C
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
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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
10 m
1:200
SCALE
SHEET NOTES - NOTE PLANSA
KEY PLAN - VINIETA
NO
T F
O R
CO
NSTRUCTIO
N -
NU E
STE
PENTRU E
XECUTIE
GI103
CTAB-E
P L A
N G
E N
E R
A L P
R O
T E
C T
IE
I
N C
E N
D
IU
C L A
D
IR
E P
E N
T R
U C
O M
B U
S T
IB
IL
A U
T O
V E
H
IC
U L E
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 : 200
FUEL VEHICLE FACILITY OVERALL LIFE SAFETY PLAN -
PLAN GENERAL PROTECTIE INCENDIU CLADIRE PENTRU COMBUSTIBIL AUTOVEHICULE
SPATIU OCUPAT
ARIE
(m2)
FACTOR DE OCUPARE
(PERSOANE/m2)
CAPACITATE
OCUPARE
(PERSOANE)
DEPOZIT(ZONA A)
TOTAL
1,552 46.5 34
2,369 54
NUME
IESIRE
LATIME
(mm)
FACTOR LATIME
(mm/PERSOANE)
CAPACITATE DE
OCUPARE
(PERSOANE)
IESIRE-1 914.5 5 182
IESIRE-2 914.5 5 182
IESIRE-3 914.5 5 182
IESIRE-4 914.5 5 182
DEPOZIT (CAMERA
ELECTRICA) 10 1
DEPOZIT (COMM
RM) 9
DEPOZIT (FIRE
RISER ROOM)
8 1
CONFORM NFPA 101, 42.1.7, CAPACITATEA DE OCUPARE SE DETERMINA
IN FUNCTIE DE GRADUL MAXIM PROBABIL DE OCUPARE AL SPATIULUI
RESPECTIV. NU SE CONSIDERA UN NUMAR MAI MARE DE 10 PERSOANE
CARE SA OCUPE CLADIREA LA UN MOMENT DAT. VALORILE DIN TABELUL
DE MAI SUS IN SECTIUNEA CAPACITATII DE OCUPARE ARATA CA EXISTA
SUFIECIENTA CAPACITATE DE EVACUARE DIN CLADIRE.CALCULUL
NUMARULUI DE OCUPANTI LUAT IN CALCUL NU REFLECTA NUMARUL
REAL DE OCUPANTI IN CLADIRE.
CALCUL CAPACITATE OCUPARE CAPACITATE OCUPARE
46.5
46.5
46.5 IESIRE-5 914.5 5 182
IESIRE-6 914.5 5 182
IESIRE-7 914.5 5 182
IESIRE-8 914.5 5 182
IESIRE-9 914.5 5 182
IESIRE-10 914.5 5 182
UTILIZATORI
EVACUARE
(PERSOANE)
DEPOZIT(ZONA B) 790 46.5 17
1 2 3 4 5 60.1
B.2
A.8
A
B
C
74230
7 8 9
AREA A - ZONA A AREA B - ZONA B
A B
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
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D R
A W
N B
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D E
S
IG
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D B
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S U
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B Y
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C H
E C
K E
D B
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A N
S I D
IS
S
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D A
T E
C O
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C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
M
L
K
J
H
G
F
E
D
C
B
A
SB100
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
O V
E R
A L L F
O U
N D
A T
IO
N
P L A
N
P L A
N G
E N
E R
A L 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
1 : 200
FUEL VEHICLE FACILITY OVERALL FOUNDATION PLAN - PLAN GENERAL DE FUNDATII PLAN
NORTH
FOUNDATION SCHEDULE - EXTRAS FUNDATII
TYPE - TIP
DEPTH -
ADANCIME WIDTH - LATIME LENGTH - LUNGIME
TOP ELEVATION - COTA
SUPERIOARA REINFORCEMENT - ARMATURA REMARKS - OBSERVATII
200 SOG 200 0 Ø10 @ 300 EW MID DEPTH OF SLAB - MIJLOCUL
GROSIMII PLACII
CF-1E 1100 3100 3100 -610 13 Ø25 EW, T&B
CF-2E 920 3200 3200 0 (11) Ø28 @ 300 EW, B;
(11) Ø25 X 5000 @ 300 EW, T
ADD TO SLAB REBAR MAT -
SUPLIMENTARA PLASEI DE
ARMATURA
CF-3E 900 2300 2300 -610 12 Ø25 EW, T&B
CF-5E 1250 3300 3300 -610 17 Ø25 EW, T&B
ENCASE CONC. 610 0
TRENCH 200 -200 Ø10 @300 EW; T&B MID DEPTH OF SLAB - MIJLOCUL
GROSIMII PLACII
WF-1 600 600 -610 3 Ø16 CONT. B; Ø16 @ 1200
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
KEY PLAN - VINIETA
0 10 m
1:200
SCALE
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.8
A
B
C
3570 8400 8400 8400 8400 13000
M A
T C
H L
IN
E
B
/S B
CF-1E CF-1E CF-1E CF-1E CF-1E
CF-2ECF-2ECF-2ECF-2ECF-2E
CF-3E
CF-3E
CF-1E CF-1E CF-1E CF-1E CF-1E
W F
-1
WF-1
WF-1
CF-3E
CF-3E
B1
S-301
W F
-1 W
F -1
H1
S-301
H9
S-301
A B
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
SB101
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
F O
U N
D A
T
IO
N P
L A
N A
R E
A
A
P L A
N D
E F
U N
D A
T
II
Z O
N A
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
KEY PLAN - VINIETA
0 5 m
1:100
SCALE
1 : 100 B1
FUEL VEHICLE FACILITY FOUNDATION PLAN AREA A - PLAN DE FUNDATII ZONA A
PLAN
NORTH
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
X E C U T
IE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 FOR FOOTING SIZE, ELEVATION, AND REINFORCING
REQUIREMENT, REFER TO FOUNDATION SCHEDULE ON SB100
2 DATUM ELEVATION 0 IS REFERENCED TO TOP OF FINISHED
FLOOR. REFER TO CIVIL SITE PLAN FOR THE SURVEY
ELEVATION OF THE FINISHED FLOOR.
3 REFER TO FOUNDATION GENERAL NOTE ON S-001 FOR DESIGN
BEARING CAPACITY; AND SUBGRADE PREPARATION
REQUIREMENT
4 CENTER OF FOOTING IS TYPICALLY THE CENTER OF A COLUMN
WHICH IS AT THE INTERSECTION OF TWO GRID LINES, UNO
5 REFER TO S-302 FOR COLUMN SIZE, WORK POINT ELEVATIONS
AND BASE PLATE ASSIGNMENT. FOR ANCHOR ROD PLACEMENT
IN FOOTING, REFER TO S-601 FOR BASE PLATE SCHEDULE
6 INTERIOR COLUMNS ARE NOT SHOWN ON FOUNDATION PLAN,
REFER TO FLOOR SLAB PLANS IN THIS SET
7 COORDINATE WITH FLOOR PLANS ON THIS SET OF DRAWING
FOR WORK SEQUENCING AND PROPER JOINTING
A
B
C
7 8 9
8020 8020 8020
M A
T C
H L
IN
E
B
/S B
CF-1E CF-1E CF-1E CF-1E
CF-5ECF-5ECF-5ECF-5E
CF-1E CF-1E CF-1E CF-1E
WF-1
WF-1
W F
-1
W F
-1 W
F -1
W F
-1
WF-1 WF-1
WF-1 WF-1
A B
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-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
F O
U N
D A
T
IO
N P
L A
N A
R E
A
B
P L A
N D
E F
U N
D A
T
II
Z O
N A
B
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
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
KEY PLAN - VINIETA
1 : 100 B4
FUEL VEHICLE FACILITY FOUNDATION PLAN AREA B - PLAN DE FUNDATII ZONA B
PLAN
NORTH
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
A.8
A
B
C
J3
S-202
74230
B3
S-202
7 8 9
AREA A - ZONA A AREA B - ZONA B
A B
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
SB103
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
O V
E R
A L L F
L O
O R
S L A
B P
L A
N
P L A
N G
E N
E R
A L 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
1 : 200
FUEL VEHICLE FACILITY OVERALL FLOOR SLAB PLAN - PLAN GENERAL PLACA PARDOSEALA
PLAN
NORTH
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
KEY PLAN - VINIETA
0 10 m
1:200
SCALE
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
A.8
A
B
C
3570 8400 8400 8400 8400 13000
M A
T C
H L
IN
E
B
/S B
200 SOG
B9
S-301
B9
S-301
H9
S-301
H9
S-301
C J
C J
CJ
C J
C J
CJ
C J
C J
C J
C J
8 8 8 8
121212
M1
S-303
G10
S-303
A B
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
SB104
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
F L O
O R
S L A
B P
L A
N A
R E
A A
P
L A
N P
L A
C A
P A
R D
O S
E A
L A
Z O
N A
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
KEY PLAN - VINIETA
0 5 m
1:100
SCALE
1 : 100B1
FUEL VEHICLE FACILITY FLOOR SLAB PLAN AREA A - PLAN PLACA PARDOSEALA ZONA A
PLAN
NORTH
N O T F
O R
C O N
STR
U C
TIO
N
N U E
S
TE P
EN
XEC
U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 FOR FLOOR SLAB THICKNESS, ELEVATION AND REINFORCING
REQUIREMENT, REFER TO FOUNDATION SCHEDULE ON SB100
2 REFER TO SLAB-ON-GRADE GENERAL NOTE ON S-002 FOR
SUBGRADE PREPARATION AND OTHER CONSTRUCTION
REQUIREMENT.
3 SLAB EDGES SHOWN ARE CONCEPTUAL, NOT DIMENSIONED.
CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS
TO LOCATE THE EXTERIOR FACES OF THE BUILDING THEN
DETERMINE THE SLAB EDGE IN THE ROLLUP DOORS AND
OTHER DOORS; AS WELL AS THE ACTUAL THICKNESS OF THE
INSULATED PRECAST PANEL.
4 SLAB CONTROL JOINT OR CONSTRUCTION JOINT (WHICH
RESULTS IN A CONTROL JOINT) ARE MARKED AND LABELED AS
"CJ" ON THIS PLAN. REFER TO S-303 FOR SLAB-ON-GRADE
JOINTING AND OTHER DETAILS.
5 TYPICAL SLAB REINFORCING LAYOUT IS SHOWN ON THIS PLAN.
IT IS APPLIED TO THE ENTIRE FLOOR SLAB REINFORCING IN
THE SAME PATTERN IN CONJUNCTION TO THE FOUNDATION
SCHEDULE.
6 ALSO REFER TO S-303 FOR DETAILS OF COLUMN ISOLATION
JOINTING, TREATMENT OF TRENCH (IF ANY), AND SLAB
RE-ENTRANT CORNER TREATMENT.
7 CONTRACTOR MUST COORDINATE WITH ALL DISCIPLINES FOR
EMBEDS AND SLEEVES IN AND UNDER SLAB BEFORE
CONCRETE POUR.
8 Ø10 @ 300. ALTERNATE BAR PASS CONSTRUCTION OR
CONTRACTION JOINT TO LAP W/ BAR IN NEXT PANEL AT ONE
SIDE.
9 Ø10 @ 300.
10 Ø10 @ 300, LAP W/ REBAR IN NEXT PANEL.
11 Ø10 @ 300, ALTERNATE BAR LAP W/ BAR NEIGHBOURING
PANEL AT BOTH SIDES.
12 ADD "T" REBAR PER FOOTING SCHEDULE.
13 CL OF BUILDING, REINFORCING STEEL PLACEMENT IS
SYMMETRICAL TO CL.
14 THESE SHEET NOTES APPLY TO SB104 AND SB105
B
C
7 8 9
8020 8020 8020
M A
T C
H L
IN
E
B
/S B
200 SOG
B9
S-301
B9
S-301
C J
C J
CJ
C J
C J
C J
CJ
CJ
CJ
G1
S-303
M6
S-303
M6
S-303
M12
S-303
A B
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
SB105
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
F L O
O R
S L A
B P
L A
N A
R E
A
B
P L A
N P
L A
C A
P A
R D
O S
E A
L A
Z O
N A
B
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
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
KEY PLAN - VINIETA
1 : 100 B4
FUEL VEHICLE FACILITY FLOOR SLAB PLAN AREA B - PLAN PLACA PARDOSEALA ZONA B
PLAN
NORTH
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
A.8
A
B
C
74230
7 8 9
AREA A - ZONA A AREA B - ZONA B
A B
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
SF100
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
O V
E R
A L L R
O O
F F
R A
M
IN
G P
L A
N
P L A
N G
E N
E R
A L 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
1 : 200
FUEL VEHICLE FACILITY OVERALL ROOF FRAMING PLAN - PLAN GENERAL DE CADRE ACOPERIS
PLAN
NORTH
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
KEY PLAN - VINIETA
0 10 m
1:200
SCALE
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
A B
B.2
A.8
A
B
C
3570 8400 8400 8400 8400 13000
M A
T C
H L
IN
E
B
/S F
UPE 330
G
N
K -E
UPE 330
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
960G8N40K-E
960G8N40K-E
960G8N40K-E810G5N40K-E810G5N40K-E810G5N40K-E810G5N40K-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
960G8N40K-E810G5N40K-E810G5N40K-E810G5N40K-E810G5N40K-E
UPE 330
L
H
-E
T
Y P
E A
B
A Y
L
H
-E
T
Y P
E A
B
A Y
L
H
-E
T
Y P
T H
IS
B
A Y
L
H
-E
T
Y P
T H
IS
B
A Y
J1
S-304
J10
S-304
TYP.
L
X
L
X
L80X10
L80X10
L80X10
L80X10 L80X10 L80X10 L80X10 L80X10 L80X10
L80X10L80X10L80X10L80X10L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
J1
S-201
A1
S-306
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-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N A
R E
A A
P
L A
N C
A D
R E
A C
O P
E R
IS
Z
O N
A 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
KEY PLAN - VINIETA
0 5 m
1:100
SCALE
PLAN
NORTH
1 : 100B1
FUEL VEHICLE FACILITY ROOF FRAMING PLAN AREA A - PLAN DE CADRE ACOPERIS ZONA A
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
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS TO
LOCATE THE EDGE OF ROOF DECK; SIZE AND LOCATION OF ANY
OPENINGS
2 REFER TO BUILDING SECTIONS ON S-200'S SHEETS FOR TRUSS
PROFILES, CONTROL DIMENSIONS AND ELEVATIONS.
3 ROOF DECK IS 38MM DEEP CORRUGATED STEEL SHEET,
GALVANIZED. REFER TO "ROOF DECK PANEL SHAPE SECTION
PROPERTY TABLE" ON SHEET S-003, DECK TYPE 1.5N20, FOR
MATERIAL STRENGTH AND SECTION PROPERTIES. ALSO REFER
TO STEEL DECK SECTION OF GENERAL NOTE ON S-003 FOR
REQUIREMENT OF ATTACHMENT TO THE STEEL FRAME.
4 CONTRACTOR MAY USE LOCAL SOURCED SIMILAR MATERIAL
THAT HAS THE SAME (OR BETTER) PERFORMANCE STANDARD
IN LOAD STRENGTH AND DEFLECTION AS SPECIFIED HEREIN.
A B
A
B
C
7 8 9
8020 8020 8020
M A
T C
H L
IN
E
B
/S F
810G5N40K-E810G5N40K-E810G5N40K-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
810G5N40K-E
L
H
-E
L
H
-E
L
H
-E
L
H
-E
810G5N40K-E810G5N40K-E810G5N40K-E
L
H
-E
T
Y P
E A
B
A Y
L
H
-E
T
Y P
E A
B
A Y
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
SF102
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
B
P L A
N C
A D
R E
A C
O P
E R
IS
Z
O N
A B
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
KEY PLAN - VINIETA
0 5 m
1:100
SCALE
PLAN
NORTH
1 : 100 B4
FUEL VEHICLE FACILITY ROOF FRAMING PLAN AREA B - PLAN DE CADRE ACOPERIS ZONA B
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
16060
16281
EQ
EQ
EQ
EQ
9.46°
9.46°
CL OF BEARING - AX CENTRAL REAZEM
CL BTWN BEARING
45O TYP
CL OF BEARING - AX CENTRAL REAZEM
.0
L50X4
2L65X50X6 LLV
L
X
T Y
P A
L L
V E
R T
L50X4
L X
L50X4 L X
L50X4 L X
L50X4
2L60X40X5 LLV
A1
S-305
E1
S-305
J11
S-305
200 8000 200
EQEQEQ EQ
400400
1480 1680 1680 1680 1480
CL OF BEARING - AX
CENTRAL REAZEM
CL OF BEARING - AX
CENTRAL REAZEM
2L
X
L
X
2L100X50X7 LLV
2L30X
4 2L
X 4 2L30X
L X
L
X
L
X
2L75X50X5 LLV
J11
S-305
13020
EQ EQ EQ EQ
200 12620 200
1420 1630 1630 1630 1630 1630 1630 1420
400 400
CL OF BEARING - AX
CENTRAL REAZEM
CL OF BEARING - AX
CENTRAL REAZEM
2L
X
L
X
L X
2L30X 4 2L
X 5 2L30X
4 2L
X 4 2L30X
4 2L
X
L
X
L
X
L
X
2L100X65X10 LLV
2L75X50X8 LLV
A1
S-305
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-201
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
J O
IS
T
A N
D G
IR
D
E R
P R
O F
IL
E
F R
A M
IN
G
D E
T A
IL
D E
T A
L
II
C A
D R
E P
A N
E
S I
F E
R M
E
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
0 5 m
1:100
SCALE
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 : 50SF101
JOIST PROFILE 810LH24-E - PROFIL FERMA 810LH24-EJ1
1 : 50
GIRDER PROFILE 810G5N40K-E - PROFIL FERMA 810G5N40K-ED1
1 : 50
GIRDER PROFILE 960G8N40K-E - PROFIL FERMA 960G8N40K-ED8
FF EL
BOS
TOF
-610
A B C
16055 16055
TOJ
SHED ROOF
810LH24-E 810LH24-E
SHS200X8SHS200X8
FF EL
BOS
TOF
-610
A B C
16055 16055
TOJ
810LH24-E 810LH24-E
SHS200X8SHS200X8SHS200X8SHS200X8
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-202
CTAB-E
F U
E L V
E H
IC
L E
F A
C
IL
IT
Y
E N
D W
A L L F
R A
M
IN
G
E L E
V A
T
IO
N S
E
L E
V A
T
II
C A
D R
U P
E R
E T
E D
E
C A
P A
T
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
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T
H
1 : 100SB103
J3
FUEL VEHICLE FACILITY END WALL FRAMING - WEST
ELEVATION - ELEVATIE VEST - CADRU PERETE DE CAPAT
1 : 100SB103
B3
FUEL VEHICLE FACILITY END WALL FRAMING - EAST
ELEVATION - ELEVATIE EST - CADRU PERETE DE CAPAT
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
0 5 m
1:100
SCALE
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
FF
PAVEMENT PER CIVIL DWG -
TROTUAR CF DESENE CIVILE
ROLL UP DOOR - USA BATANTA
300 300
0 4
REFER TO A11/S-303 FOR
GRATING INSTALLATION;
REFER TO PLUMBING DRAWING
FOR OTHER CAST-IN ELEMENTS
L65X7 W/ WHS
M13X100 AT 300 OC
PC COL - STALP
PREFABRICAT
SOG - PLACA PARDOSEALA
CONC LOW WALL, SEE
ARCH - PERETE INFERIOR
BETON, VEZI ARH
SEE FTG SCHED - VEZI
EXTRAS FUNDATII
-610
TYP EXT FTG
PAVEMENT, SEE CIVIL DWG -
TROTUAR, VEZI CIVILE
-610
TYP EXT FTG
COLUMN - STALPCOLUMN - STALP
SOG - PLACA PARDOSEALA
FOOTING
BEYOND -
FUNDATIE
WF-1
HORIZ CJ, TREATED PER SPEC - ROST
DE TURNARE, DETALII CF SPECIFICATII
SEE FTG SCHED FOR
REBAR AMOUNT - VEZI
ETRAS FUNDATII PT CANT.
ARMATURA
SEE COL SCHED -
VEZI EXTRAS STALP
SEE FTG SCHED FOR TOP BAR
ADDED BTWN SLAB REINF - VEZI
EXTRAS ARMARE PT BARE
SUPERIOARE SUPLIMENTARE
SEE SOG REINF IN FTG SCHED -
VEZI ARMARE PLACA PARDOSEALA
IN EXTRAS FUNDATII
FF
F T
G S
C H
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R A
S F
U N
D A
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II
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
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S
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N N
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D A
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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
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S-301
CTAB-E
F U
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F O
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-D
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C O
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D I D
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IT
T A
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M B
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T
H
1 : 20SB104
SECTION THRU ROLLUP DOOR - SECTIUNE PRIN USA SECTIONALAB9
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
E C U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
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
3 CONCRETE WALL 200 MM THICK, REINFORCED Ø16 HORIZONTAL
CONTINUOUS. COORDINATE WITH ARCHITECTURAL DRAWING
FOR APPLICABLE AREA.
4 TYPICAL CFS WALL FRAMING S15014 AT 600 MM SPACING OC.
REFER TO S-003 FOR SHAPE AND PROPERTIES OF CFS
SECTION.
1 : 20SB101
H1
SECTION THRU FOOTING AT EXTERIOR COLUMNS -
SECTIUNE PRIN FUNDATIE STALP EXTERIOR
1 : 20SB101
SECTION THRU SHED - SECTIUNE PRIN DEPOZITB1
1 : 20SB101
H9
SECTION THRU FOOTING AT INTERIOR COLUMNS -
SECTIUNE PRIN FUNDATIE STALP INTERIOR
TYPE
BP-1
BP-2
BASE PLATE AND ANCHOR SCHEDULE - EXTRAS PLACA BAZA SI BULOANE
L (mm) W (mm) T (mm) # of AB
D (mm) E (mm) REMARKS - OBS.
Grid A & C
Grid B
BP-7 2280 280 20 20 200 HEA & UPE WIND COLUMNS
BP-3 8590 590 25 25 500 Grid A.8, B.2
REBAR
Ø32
Ø32
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
DO NOT WELD
TOES OR
RADIUS - NU
SE VA SUDA
BP-7
TYP
W
L
W
L
BASE PLATE PLAN VIEW -
VEDERE PLAN PLACA DE BAZA
WASHER PL
12X75X75 - PIULITA
TYP
STEEL PL -
PLACA OTEL
T
FOOTING REBAR NOT SHOWN FOR
CLARITY - FUNDATIE, ARMATURA NU
ESTE FIGURATA PENTRU CLARITATE
BASE PLATE ELEVATION VIEW -
PLACA DE BAZA ELEVATIE
D
E
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
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D
IS
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N N
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D A
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M A
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D E
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N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
M
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S-302
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W G
B -1
-D
-0
C O
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T R
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D I D
A B
S /F
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S T
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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
EXTR
SE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
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 POST-INSTALLED ADHESIVE ANCHORS INTO FLOOR SLAB, MIN
EDGE DISTANCE 150 MM
8 NON-SHRINK GROUT FULLY UNDER BASE PLATE. SEE SPEC
FOR DETAILS
1 : 20
PRECAST COLUMN REINFORCEMENT - ARMATURA STALP PREFABRICATF1
1 : 20
BASE PLATE DETAIL - DETALIU PLACA DE BAZAF9
FINISH FLOOR EL.
SEE ARCH. DRAWINGS
Ø14 W/ 90 DEGREE HOOK @ 610
OC. EPOXY DOWEL INTO EXISTING
SLAB W/ 100 EMB. - #14 W/ 90 BARE
CU CIOC ACOPERITE CU RASINA
EPOXIDICA ANCORATE IN PLACA
EQUIPMENT PAD - SUPORT ECHIPAMENT
Ø14 @ 300 EW
M
IN
EQUIPMENT FACE - ECHIPAMENT
MIN
INSTALLER TO PROVIDE ADEQUATE ANCHOR
BOLT SIZE AND EMBEDMENT TO MEET
SEISMIC RESISTANCE PER SPEC
REQUIREMENT - VA FI PREVAZUT UN SURUB
DE ANCORAJ DE DIMENSIUNE SI INGLOBARE
CF CERINTELOR SEISMICE DIN SPECIFICATII
RAISED PAD ISOLATED PAD
PROVIDE 12 MM ISOLATION JOINT AROUND PAD
WHEN EQUIPMENT HAS HIGH VIBRATION PER
MANUFACTURER'S RECOMMENDATION
Ø14 @ 300 EW, T&B
CONT L65X50X7 GALV W/
M16X76 LG WHS AT 450
OC
STL GRATING, SEE SCHED ABOVE -
GRATAR OTEL, VEZI EXTRAS
GALVANIZED STEEL GRATING OVER SUMP AND TRENCH -
GRATAR OTEL GALVANIZAT PESTE COLECTOR SI RIGOLA
SHORTER DIM OF OPENING - DIM. SCURTA A DESCHIDERII
STEEL BAR SIZE - DIMENSIUNE BARA OTEL
BAR GRID SPACING - DISTANTA INTRE BARE
ALLOWABLE UNIFORM LOAD - INCARC. UNIF. ADMISIBILA
UP TO 600
25 x 5
100 x 5
24 kPa
UP TO 1500
38 x 5
100 x 5
14 kPa
POROUS FILL - UMPLUTURA POROASA
VAPOR BARRIER - BARIERAVAPORI
CONC SOG - PLACA PARDOSEALA BETON
REINF STL - ARMATURA
T
2 Ø14 CONT ALONG EDGE - 2
Ø14 CONT IN…
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