B.08.02.07.05 05_Bldg_C.pdf
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- Solicitation number
- W912GB21R0003
- Issued by
-
Department of the Army European Command
About this file
This federal solicitation requests proposals for the construction of a Deployable Airbase System - Facilities, Equipment, and Vehicles storage complex in Campia Turzii, Romania. The Department of the Army European Command will award a single firm fixed-price contract using a best value trade-off method. Offerors are requested to submit non-price proposals in response to this Request for Proposal Part I by the solicitation due date. Price proposals are not to be submitted at this time. The construction project involves building a storage facility for Deployable Airbase System equipment to support military operations at Campia Turzii Air Base in Romania.
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US Army Corps of Engineers ®
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CONTRACT NO.:
ISSUE DATE:
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PACKAGE:
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W912GB-17-D-0001
SEPTEMBER 04, 2020
CÅMPIA TURZII AIR BASE, ROMANIA
CONSTRUCT EDI DABS/FEV STORAGE
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PROJECT SITE
PROJECT SITE
PROJECT SITE
CTAB-C / PALLET STORAGE
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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INDEX OF DRAWINGS - LISTA DE PLANSE
BLDG ID -
COD CLADIRE
SHEET NUMBER -
NUMAR PLANSA SHEET TITLE - TITLU PLANSA
CTAB-C FA100 PALLET STORAGE FIRE ALARM OVERALL PLAN
CTAB-C FA101 PALLET STORAGE FIRE ALARM AREA A
CTAB-C FA102 PALLET STORAGE FIRE ALARM AREA B
CTAB-C FX100 PALLET STORAGE FIRE SUPPRESSION OVERALL PLAN
CTAB-C FX101 PALLET STORAGE FIRE SUPPRESSION PLAN AREA A
CTAB-C FX102 PALLET STORAGE FIRE SUPPRESSION PLAN AREA B
CTAB-C PP100 PALLET STORAGE PLUMBING OVERALL UNDERSLAB AND FLOOR PLAN
CTAB-C PP101 PALLET STORAGE PLUMBING UNDERSLAB PLAN AREA B
CTAB-C PP102 PALLET STORAGE PLUMBING PLAN AREA A
CTAB-C PP103 PALLET STORAGE PLUMBING PLAN AREA B
CTAB-C PP104 PALLET STORAGE PLUMBING OVERALL ROOF PLAN
CTAB-C PP105 PALLET STORAGE PLUMBING ROOF PLAN AREA B
CTAB-C PP401 PALLET STORAGE PLUMBING ENLARGED PLAN
CTAB-C P-901 PALLET STORAGE PLUMBING RISER DIAGRAMS
CTAB-C P-902 PALLET STORAGE PLUMBING RISER DIAGRAMS
CTAB-C MH100 PALLET STORAGE MECHANICAL DUCTWORK OVERALL PLAN
CTAB-C MH101 PALLET STORAGE MECHANICAL DUCTWORK PLAN AREA A
CTAB-C MH102 PALLET STORAGE MECHANICAL DUCTWORK PLAN AREA B
CTAB-C MH103 PALLET STORAGE MECHANICAL DUCTWORK OVERALL ROOF PLAN
CTAB-C MH104 PALLET STORAGE MECHANICAL DUCTWORK ROOF PLAN AREA A
CTAB-C MH105 PALLET STORAGE MECHANICAL DUCTWORK ROOF PLAN AREA B
CTAB-C MH301 PALLET STORAGE MECHANICAL DUCTWORK SECTION VIEWS
CTAB-C MH302 PALLET STORAGE MECHANICAL DUCTWORK SECTION VIEWS
CTAB-C MH401 PALLET STORAGE ENLARGED MECHANICAL DUCTWORK PLAN A
CTAB-C MP100 PALLET STORAGE MECHANICAL PIPING OVERALL PLAN
CTAB-C MP101 PALLET STORAGE MECHANICAL PIPING PLAN AREA B
CTAB-C MP401 PALLET STORAGE ENLARGED MECHANICAL PIPING PLAN A
CTAB-C EL100 PALLET STORAGE ELECTRICAL LIGHTING OVERALL FLOOR PLAN
CTAB-C EL101 PALLET STORAGE LIGHTING AREA A
CTAB-C EL102 PALLET STORAGE LIGHTING AREA B
CTAB-C EP100 PALLET STORAGE POWER OVERALL PLAN
CTAB-C EP101 PALLET STORAGE POWER AREA A
CTAB-C EP102 PALLET STORAGE POWER AREA B
CTAB-C EP103 PALLET STORAGE OVERALL POWER ROOF PLAN
CTAB-C EP104 PALLET STORAGE POWER ROOF POWER PLAN AREA A
CTAB-C EP105 PALLET STORAGE POWER ROOF POWER PLAN AREA B
CTAB-C EP401 PALLET STORAGE POWER ENLARGED PLANS
CTAB-C EY100 PALLET STORAGE ELECTRONIC SECURITY OVERALL PLAN
CTAB-C EY101 PALLET STORAGE ELECTRONIC SECURITY AREA A
CTAB-C EY102 PALLET STORAGE ELECTRONIC SECURITY AREA B
CTAB-C EY401 PALLET STORAGE ELECTRONIC SECURITY ENLARGED PLAN AND ELEVATIONS
CTAB-C EG100 PALLET STORAGE ELECTRICAL GROUNDING OVERALL PLAN
CTAB-C EG101 PALLET STORAGE ELECTRICAL GROUNDING AREA A
CTAB-C EG102 PALLET STORAGE ELECTRICAL GROUNDING AREA B
CTAB-C EG103 PALLET STORAGE ELECTRICAL GROUNDING OVERALL ROOF PLAN
CTAB-C EG104 PALLET STORAGE ELECTRICAL GROUNDING ROOF PLAN AREA A
CTAB-C EG105 PALLET STORAGE ELECTRICAL GROUNDING ROOF PLAN AREA B
CTAB-C E-601 PALLET STORAGE ELECTRICAL PANEL SCHEDULES
CTAB-C E-602 PALLET STORAGE ELECTRICAL PANEL SCHEDULES
CTAB-C E-901 POWER RISER DIAGRAM
CTAB-C T-100 PALLET STORAGE TELECOMMUNICATION OVERALL PLAN
CTAB-C T-101 PALLET STORAGE TELECOMMUNICATION AREA A
CTAB-C T-102 PALLET STORAGE TELECOMMUNICATION AREA B
CTAB-C T-401 PALLET STORAGE TELECOMMUNICATION ENLARGED PLAN AND ELEVATIONS
INDEX OF DRAWINGS - LISTA DE PLANSE
BLDG ID -
COD CLADIRE
SHEET NUMBER -
NUMAR PLANSA SHEET TITLE - TITLU PLANSA
CTAB-C G-001 COVER SHEET - COPERTA
CTAB-C G-002 PALLET STORAGE INDEX OF DRAWINGS - LISTA DE PLANSA DEPOZIT PALETI
CTAB-C GI000 PALLET STORAGE LIFE SAFETY CODE SUMMARY
CTAB-C GI001 PLAN PROTECTIE INCENDIU COD DEPOZIT PALETI
CTAB-C GI100 PALLET STORAGE LIFE SAFETY OVERALL PLAN
CTAB-C GI101 PALLET STORAGE LIFE SAFETY PLAN AREA A
CTAB-C GI102 PALLET STORAGE LIFE SAFETY PLAN AREA B
CTAB-C GI103 PLAN GENERAL PROTECTIE INCENDIU DEPOZIT PALETI
CTAB-C SB100 PALLET STORAGE OVERALL FOUNDATION PLAN - PLAN GENERAL DE FUNDATII
CTAB-C SB101 PALLET STORAGE FOUNDATION PLAN AREA A - PLAN DE FUNDATII ZONA A
CTAB-C SB102 PALLET STORAGE FOUNDATION PLAN AREA B - PLAN DE FUNDATII ZONA B
CTAB-C SB103 PALLET STORAGE OVERALL FLOOR SLAB PLAN - PLAN GENERAL PLACA PARDOSEALA CTAB-C SB104 PALLET STORAGE FLOOR SLAB PLAN AREA A - PLAN PLACA PARDOSEALA ZONA A CTAB-C SB105 PALLET STORAGE FLOOR SLAB PLAN AREA B - PLAN PLACA PARDOSEALA ZONA B CTAB-C SF100 PALLET STORAGE OVERALL ROOF FRAMING PLAN - PLAN GENERAL CADRE ACOPERIS CTAB-C SF101 PALLET STORAGE ROOF FRAMING PLAN AREA A - PLAN CADRE ACOPERIS ZONA A CTAB-C SF102 PALLET STORAGE ROOF FRAMING PLAN AREA B - PLAN CADRE ACOPERIS ZONA B
CTAB-C S-201 PALLET STORAGE JOIST AND GIRDER PROFILES - PROFILE FERME SI PANE
CTAB-C S-202 PALLET STORAGE WALL FRAMING ELEVATIONS - ELEVATII CADRE PERETI
CTAB-C S-301 PALLET STORAGE FOUNDATION DETAILS - DETALII FUNDATII
CTAB-C S-302 PALLET STORAGE COLUMN BASE DETAILS - DETALII BAZA STALP
CTAB-C S-303 PALLET STORAGE FLOOR SLAB DETAILS - DETALII PLACA PARDOSEALA
CTAB-C S-304 PALLET STORAGE ROOF FRAMING DETAILS - DETALII CADRE ACOPERIS
CTAB-C S-305 PALLET STORAGE JOIST AND GIRDER DETAILS - DETALII FERME SI PANE
CTAB-C S-306 PALLET STORAGE END WALL CONNECTION DETAILS - DETALII PRINDERE PERETE DE CAPAT CTAB-C S-307 PALLET STORAGE STEEL STANDARD DETAILS - DETALII STANDARD PENTRU OTEL
CTAB-C S-308 PALLET STORAGE CMU TYPICAL DETAILS - DETALII PERETI ZIDARIE
CTAB-C S-601 PALLET STORAGE COLUMN SCHEDULE - EXTRAS STALP
CTAB-C A-100 PALLET STORAGE OVERALL FLOOR PLAN - DEPOZIT PALETI PLAN GENERAL
CTAB-C A-101 PALLET STORAGE FLOOR PLAN AREA A - DEPOZIT DE PALETI PLAN ZONA A
CTAB-C A-102 PALLET STORAGE FLOOR PLAN AREA B - DEPOZIT DE PALETI PLAN ZONA B
CTAB-C A-103 PALLET STORAGE OVERALL REFLECTED CEILING PLAN - DEPOZIT PALETI PLAN GENERAL PLAFOANE CTAB-C A-104 PALLET STORAGE REFLECTED CEILING PLAN AREA A - DEPOZIT DE PALETI PLAN PLAFOANE ZONA A CTAB-C A-105 PALLET STORAGE REFLECTED CEILING PLAN AREA B - DEPOZIT PALETI PLAN PLAFOANE ZONA B CTAB-C A-106 PALLET STORAGE OVERALL ROOF PLAN - DEPOZIT PALETI PLAN GENERAL INVELITOARE CTAB-C A-107 PALLET STORAGE ROOF PLAN AREA A - DEPOZIT DE PALETI PLAN INVELITOARE ZONA A CTAB-C A-108 PALLET STORAGE ROOF PLAN AREA B - DEPOZIT PALETI PLAN INVELITOARE ZONA B
CTAB-C A-200 PALLET STORAGE OVERALL ELEVATIONS - ELEVTII DEPOZITARE PALETI
CTAB-C A-201 PALLET STORAGE EXTERIOR ELEVATIONS - DEPOZIT PALETI FATADE
CTAB-C A-202 PALLET STORAGE EXTERIOR ELEVATIONS - DEPOZIT PALETI FATADE
CTAB-C A-301 PALLET STORAGE BUILDING SECTIONS - DEPOZIT PALETI SECTIUNI CLADIRE
CTAB-C A-401 PALLET STORAGE ENLARGED PLANS - DEPOZIT PALETI PLANURI MARITE
CTAB-C A-402 PALLET STORAGE ENLARGED PLANS - DEPOZIT PALETI PLANURI MARITE
CTAB-C A-403 PALLET STORAGE ENLARGED PLANS - DEPOZIT PALETI PLANURI MARITE
CTAB-C A-404 PALLET STORAGE INTERIOR ELEVATIONS - DEPOZIT PALETI ELEVATII INTERIOARE
CTAB-C A-501 PALLET STORAGE WALL SECTIONS - DEPOZIT PALETI SECTIUNI PERETI
CTAB-C A-502 PALLET STORAGE WALL SECTIONS - DEPOZIT PALETI SECTIUNI PERETI
CTAB-C A-503 PALLET STORAGE WALL SECTIONS - DEPOZIT PALETI SECTIUNI PERETI
CTAB-C A-601 PALLET STORAGE ROOM FINISH SCHEDULE - DEPOZIT PALETI TABLOU DE FINISAJE CTAB-C A-602 PALLET STORAGE DOOR SCHEDULE AND DETAILS - DEPOZIT PALETI TABLOU TAMPLARIE USI SI DETALII CTAB-C A-603 PALLET STORAGE WINDOW SCHEDULE AND DETAILS - DEPOZIT PALETI TABLOU TAMPLARIE FERESTRE SI DETALII
CTAB-C A-604 PALLET STORAGE WALL TYPE SCHEDULE
CTAB-C IF100 PALLET STORAGE OVERALL FURNITURE PLAN
CTAB-C IF101 PALLET STORAGE FURNITURE PLAN AREA B
CTAB-C IF401 PALLET STORAGE ENLARGED FURNITURE PLANS
REFER TO EACH INDIVIDUAL
PACKAGE FOR AN INDEX OF
DRAWINGS OF THAT PACKAGE
USACE CAMPIA TURZII AIR STATION PALLET STORAGE BUILDING
ROMANIA
1. ONE-STORY WAREHOUSE AND STORAGE FACILITY
- BUILDING GROSS AREA APPROXIMATE: 1,881 SM.
- OVERALL HEIGHT: 8.5 M
2. OCCUPANCY:
IBC: GROUP S-1, NFPA: STORAGE
3. TYPE OF CONSTRUCTION: II-B
4. BUILDING AREA IS BASED ON FLOOR PLAN TAKE-OFF.
WAREHOUSE AND STORAGE FACILITY
PROJECT DESCRIPTION
GENERAL BUILDING LIMITATIONS
FIRE PROTECTION SYSTEMS
ITEM ALLOWED PROVIDED
HEIGHT OF BUILDING
NUMBER OF STORIES
MAX SINGLE FLOOR AREA
22.86 M 8.5 M
3 1
6,503 SM* 1,865 SM
MEANS OF EGRESS
EXIT CAPACITY (NFPA 101, 7.3)
• REQUIRED: 45 PERSONS
• PROVIDED: 1638 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: 8
TRAVEL DISTANCE (NFPA 101, 42.2.6)
• ALLOWED: 122 M
• PROVIDED: 40 M
TRAVEL DISTANCE (HOST NATION REQUIREMENTS)
• ALLOWED: 45 M
• PROVDED: 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: 22.5 M
• PROVIDED: 60 M
EGRESS WIDTH (NFPA 101, 7.3.4)
• ALLOWED: 225 MM
• PROVIDED: 8190 MM
FIRE RESISTIVE REQUIREMENTS OF BUILDING
ELEMENTS
FIRE SEPARATION DISTANCE BETWEEN
BUILDINGS
REQUIRED: 6.1 M
PROVIDED: 12 M
PER IBC, TABLE 602
APPLICABLE CODES AND REGULATIONS
1. UFC 1-200-01: GENERAL BUILDING REQUIREMENTS, 8 OCTOBER
2019 EDITION
2. UFC 4-440-01 WAREHOUSE AND STORAGE FACILITIES, CHANGE 1,
1 APRIL 2019 EDITION
3. UFC 3-600-01: FIRE PROTECTION ENGINEERING FOR FACILITIES,
CHANGE 3, 10 MAY 2019
4. INTERNATIONAL BUILDING CODE, 2015 EDITION, AS MODIFIED BY
UFC 1-200-01
5. NFPA 101, LIFE SAFETY CODE, 2018 EDITION
6. SR-EN 12845-2015 - FIXED FIREFIGHTING SYSTEMS — AUTOMATIC
SPRINKLER SYSTEMS — DESIGN, INSTALLATION AND
MAINTENANCE
7. SR EN 12100 SMOKE AND HEAT CONTROL SYSTEMS
8. SR-EN 671-1/2002 - HOSE SYSTEMS - PART 1: HOSE REELS WITH
SEMI-RIGID HOSE
9. SR EN 671-2/2002 - HOSE SYSTEMS - PART 2: HOSE REELS WITH
LAY-FLAT HOSE
10. SR-EN 14339/2006 – UNDERGROUND FIRE HYDRANTS
11. SR-EN 14339/2006 – ABOVE GROUND FIRE HYDRANTS
12. P118/2-2013 – FIRE SAFETY NORMS FOR BUILDINGS – PART II –
EXTINGUISHING SYSTEMS
13. P118/3-2015 - NORMATIVE FOR CONSTRUCTION FIRE SAFETY -
PART III - FIRE DETECTION, SIGNALING AND WARNING DEVICES
14. P118/1999 – GENERAL FIRE SAFETY NORMS FOR BUILDINGS
15. LAW NO 307/2006 - LAW REGARDING FIRE PROTECTION,
REPUBLISHED WITH SUBSEQUENT MODIFICATIONS
16. LAW NO. 50/1991 - LAW REGARDING AUTHORIZATION OF
CONSTRUCTION WORKS EXECUTION, REPUBLISHED WITH
SUBSEQUENT MODIFICATIONS
17. LAW NO. 10/1995 - LAW REGARDING CONSTRUCTIONS QUALITY,
REPUBLISHED WITH SUBSEQUENT MODIFICATIONS
18. LAW NO. 319/2006 - LAW ON SAFETY AND HEALTH OF WORKERS
AT WORK, REPUBLISHED WITH SUBSEQUENT MODIFICATIONS
19. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS, 2016 EDITION
20. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016
EDITION
*DOES NOT INCLUDE FRONTAGE INCREASE
PER IBC, TABLE 506.2
LIFE SAFETY GENERAL COMMENTS
1. THE WAREHOUSE FIRE AREA SATISFIES THE LIMIT SET IN
UFC 3-600-01 4-44.5 OF 5,547 SM.
2. OFFICES MUST BE SEPARATED FROM THE WAREHOUSE AND
STORAGE AREA BY A MINIMUM OF 1-HOUR FIRE-RATED
CONSTRUCTION IN ACCORDANCE WITH UFC 4-44.5.2 2.
3. EGRESS PATHS WILL NEED TO BE PAINTED ON THE FLOORS.
4. EMERGENCY LIGHTING WILL BE PROVIDED IN ALL OCCUPIED
SPACES, IN ACCORDANCE WITH NFPA 101.
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.
OPENING PROTECTIVES
• FIRE BARRIERS (NFPA 101, SECTION 8.3)
• 1 HOUR FIRE BARRIER: 45 MINUTE FIRE DOOR
• 3 HOUR FIRE BARRIER: 3 HOUR FIRE DOOR
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, BEAM DEFTECTION IS PROVIDED
SPOT TYPE SMOKE DETECTORS
• REQUIRED: YES, IN OFFICE SPACES (HOST NATION
REQUIREMENTS)
• PROVIDED: YES
MANUAL PULL STATIONS
• REQUIRED: YES (UFC 3-600-01, 9-18.7.4)
• PROVIDED: YES
AUDIBLE AND VISUAL NOTIFICATION
• REQUIRED: YES (UFC 3-600-01, 9-18)
• PROVIDED: YES, HORN AND STROBES WILL BE
PRESENT
SMOKE CONTROL
• REQUIRED: NO* (HOST NATION REQUIREMENTS)
• PROVIDED: NO
*EARLY SUPPRESSION FAST RESPONSE (ESFR)
SPRINKLERS WILL BE USED IN WAREHOUSE TO REMOVE
SMOKE DETECTION AND SMOKE CONTROL
REQUIREMENTS
MAIN BEAM 1 HR
SECONDARY BEAM 30 MIN
ROOF DECK 15 MIN
ALL INTERIOR DEMISING WALLS EI30
PER HOST NATION REQUIREMENTS
ALL OTHER BUILDING ELEMENTS 0 HR
PER IBC, TABLE 601
INTERIOR WALL/CEILING FINISHES(IBC, TABLE 803.11)
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS CLASS C
ROOMS AND ENCLOSED SPACES CLASS C
US Army Corps of Engineers ®
SHEET ID
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USACE CAMPIA TURZII BAZA AERIANA DEPOZIT PALETI
ROMANIA
1. DEPOZIT PE UN NIVEL SI SPATII DE DEPOZITARE
- ARIE DESFASURATA CLADIRE: 1,881 mp.
- INALTIME GENERALA: 8.5 m
2. OCUPARE:
IBC: GRUPA S-1, NFPA: DEPOZITARE
3. TIPUL CONSTRUCTIEI: II-B
4. AMPRENTA CLADIRII SE BAZEAZA PE PLANUL INITIAL.
DEPOZIT SI SPATII DE DEPOZITARE
DESCRIERE PROIECT
RESTRICTII GENERALE ALE CLADIRII
SISTEME PROTECTIE LA INCENDIU
SISTEM AUTOMAT DE PROTECTIE CU SPRINKLERE
• NECESAR: DA (UFC 3-600-01, 4-44.2.1)
• ALOCAT: DA
COLOANA USCATA
• NECESAR: NU (UFC 3-600-01, 9-10)
• ALOCAT: NU
EXTINCTOARE
• NECESAR: NU (UFC 3-600-01, 9-17.1)
• ALOCAT: NU
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
*CAPETE DE SPRINKLER CU RASPUNS RAPID (ESFR)
VOR FI UTILIZATE IN DEPOZIT PENTRU A INLOCUI
RIGORILE SISTEMELOR DE CONTROL FUM
CRITERIU PERMIS ALOCAT
INALTIME CLADIRE
NUMAR ETAJE
SUPRAFATA MAXIMA
NIVEL
22.86 m 8.5 m
3 1
6,503 mp* 1,865 mp
NORME DE EVACUARE
CAPACITATE DE EVACUARE (NFPA 101, 7.3)
• NECESAR: 45 PERSOANE
• PROVIDED: 1638 PERSOANE
• NU SE ASTEAPTA O OCUPARE DE MAI MULT DE 10
PERSOANE SIMULTAN.
NUMAR DE IESIRI (NFPA 101, 7.4)
• NECESAR: 2
• ALOCAT: 8
LUNGIME DE EVACUARE (NFPA 101, 42.2.6)
• PERMISA: 122 m
• ALOCAT: 40 m
LUNGIME DE EVACUARE (NORME LOCALE)
• ALLOWED: 45 m
• PROVDED: 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: 22.5 m
• ALOCAT: 60 m
LATIME DE EVACUARE (NFPA 101, 7.3.4)
• PERMISA: 225 mm
• ALOCAT: 8190 mm
REZISTENTE LA FOC NECESARE
ELEMENTELOR DE CLADIRE
DISTANTA DINTRE CLADIRI PENTRU
PROTECTIE FOC
NECESAR: 6.1 m PREVAZUT: 12 m
PENTRU FIECARE IBC, TABEL 602
REGULI SI NORME APLICABILE
PERIMETRU STRUCTURAL 0 ORE
PERETI DE REZISTENTA EXTERIORI 0 ORE
PARDOSEALA 0 ORE
ACOPERIS/TERASA 0 ORE
PE IBC, TABEL 601
PERETE INTERIOR/FINISAJ PLAFOANE (IBC, TABEL 803.11)
CORIDOARE SI HOLURI DE EVACUARE CLASA C
INCAPERI SI SPATII INCHISE CLASA C
1. UFC 1-200-01: CERINTE GENERALE ALE CLADIRII, EDITIA 8
OCTOMBRIE 2019
2. UFC 4-440-01 DEPOZITE SI SPATII DE DEPOZITARE, REVIZIA 1,
EDITIA 1 APRILIE 2019
3. UFC 3-600-01: PROIECTAREA SISTEMELOR DE PROTECTIE LA FOC
PENTRU CLADIRI, CHANGE 3, 10 MAY 2019
4. CODUL INTERNATIONAL AL CLADIRILOR, EDITIA 2015, UFC
1-200-01
5. NFPA 101, CODUL DE PROTECTIE INCENDIU, EDITIA 2018
6. SR-EN 12845-2015 - SITEME FIXE DE LUPTA IMPOTRIVA
INCENDIILOR — SISTEME DE STINGERE INCENDIU AUTOMATE —
PROIECTARE, INSTALARE SI MENTENANTA
7. SR EN 12100 SISTEME DE CONTROL FOC SI FUM
8. SR-EN 671-1/2002 - SISTEME HIDRANTI - PARTEA 1: HIDRANTI CU
FURTUN SEMIRIGID
9. SR EN 671-2/2002 - SISTEME HIDRANTI - PARTEA 2: HIDRANTI CU
FURTUN PLAT
10. SR-EN 14339/2006 – HIDRANTI SUBTERANI
11. SR-EN 14339/2006 – HIDRANTI SUPRATERANI
12. P118/2-2013 – NORME PROTECTIE FOC PENTRU CLADIRI –
PARTEA II – SISTEME DE STINGERE INCENDIU
13. P118/3-2015 - NORMATIV PRIVIND SECURITATEA LA INCENDIU -
PARTEA III - DISPOZITIVE DE DETECTARE FOC, SEMNALIZARE SI
AVERTIZARE
14. P118/1999 – NORMATIV DE SIGURANTA LA FOC A
CONSTRUCTIILOR
15. LEGEA NO 307/2006 - LEGEA PRIVIND APARAREA IMPOTRIVA
INCENDIILOR REPUBLICATA
16. LEGEA NO. 50/1991 - LEGEA PRIVIND AUTORIZAREA EXECUTARII
LUCRARILOR DE CONSTRUCTII REPUBLICATA
17. LEGEA NO. 10/1995 - LEGEA PRIVIND CALITATEA IN
CONSTRUCTII REPUBLICATA
18. LEGEA NO. 319/2006 - LEGEA SECURITATII SI SANATATII IN
MUNCA REPUBLICATA
*NU INCLUDE TROTUARUL PERIMETRAL PE IBC,
TABEL 506.2
COMENTARII PROTECTIE INCENDIU
1. ARIA DE ACOPERIRE DIN DEPOZIT SE INCADREAZA IN LIMITA
IMPUSA IN UFC 3-600-01 4-44.5 DE 5,547 METRI PATRATI.
2. BIROURILE TREBUIE SA FIE SEPARATE DE DEPOZIT SI DE
ZONA DE DEPOZITARE DE UN ELEMENT CU REZISTENTA LA
FOC MINIM O ORA CONFORM UFC 4-44.5.2.2.
3. IESIRILE DE EVACUARE VOR FI MARCATE PE PARDOSEALA.
4. ILUMINATUL DE SIGURANTA VA FI ALOCAT IN TOATE SPATIILE
OCUPATE CONFORM NFPA 101.
PROTECTII DESCHISE
• BARIERE FOC (NFPA 101, SECTIUNEA 8.3)
• 1 ORA BARIERA FOC: 45 MINUTE USA REZISTENTA LA FOC
• 3 ORE BARIERA FOC: 3 ORE USA REZISTENTA LA FOC
US Army Corps of Engineers ®
SHEET ID
U S
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T A
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M B
E R
EXIT-3
EXIT-4
AREA A
1 2 3 4 5
A
B
C
86 7
AREA B
TD - 40 M
TD - 36 M
EXIT-5
EXIT-1
EXIT-2
EXIT-8
EXIT-6
EXIT-7
A B
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
BUSINESS
OCCUPANCY LEGEND
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
EXIT-5 5
OCCUPANT CAPACITY
182914.5
OCCUPANCY AREA (SM)
OCCUPANT
FACTOR
(PERSON/SM)
OCCUPANT LOAD
(PERSONS)
STORAGE (WAREHOUSE)
BUSINESS
TOTAL
1,673 46.5 36
1,865 48
OCCUPANT LOAD CALCULATIONS
STORAGE (MECHANICAL ROOM) 40 1
STORAGE (EAST ELECTRICAL ROOM) 14 1
14138 10
46.5
46.5
EXIT-6 5 182914.5
EXIT-8 5 182914.5
EXIT-7 5 3641820
OCCUPANTS
USING EXIT
(PERSONS)
US Army Corps of Engineers ®
SHEET ID
U S
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GRAPHIC SCALES -
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PALLET STORAGE OVERALL LIFE SAFETY PLAN -
PLAN GENERAL PROTECTIE INCENDIU DEPOZIT PALETI
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.
A B
M
A T
C H
L
IN
E C
G
I1
EXIT-3
182 8
EXIT-4
182 8
1 2 3 4 5
A
B
C
WAREHOUSE
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
BUSINESS
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
BIROURI
LEGENDA OCUPANTI
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PLAN
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0 5 m
1:100
SCALE
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PALLET STORAGE LIFE SAFETY PLAN AREA A -
PLAN PROTECTIE INCENDIU DEPOZIT PALETI ZONA A
M
A T
C H
L
IN
E C
G
I1
A
B
C
86 7
COMM
ELEC
MECH
ADA UNISEX
RESTROOM
JANITOR
ADA UNISEX
RESTROOM
BREAK
BREAK
SHIPPING &
RECEIVING
WAREHOUSE
EXIT-5
182 8
EXIT-6
182 1
EXIT-7
364 1
EXIT-8
182 5
EXIT-1
182 5
EXIT-2
182 8
FIRE RISER
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
BUSINESS
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
BIROURI
LEGENDA OCUPANTI
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GRAPHIC SCALES -
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P A
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T A
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P T
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C O
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T R
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T E
D I D
A B
S /F
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A G
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U B
M
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T A
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M B
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PLAN
NORTH
0 5 m
1:100
SCALE
1 : 100C1
PALLET STORAGE LIFE SAFETY PLAN AREA B -
PLAN PROTECTIE INCENDIU DEPOZIT PALETI ZONA B
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
IESIRE-5 5
CAPACITATE OCUPARE
182914.5
SPATIU OCUPAT ARIE (m2)
FACTOR DE
OCUPARE
(PERSOANE/m2)
CAPACITATE
OCUPARE
(PERSOANE)
SPATIU DEPOZITARE (DEPOZIT)
BIROURI
TOTAL
46.5
CALCUL CAPACITATE OCUPARE
SPATIU DEPOZITARE (CAMERA TEHNICA)
SPATIU DEPOZITARE (CAMERA ELECTRICA
EST)
46.5
46.5
IESIRE-6 5 182914.5
IESIRE-8 5 182914.5
IESIRE-7 5 3641820
UTILIZATORI
EVACUARE
(PERSOANE)
1,673 36
1,865 48
40 1
14 1
138 10
A B
1 2 3 4 5
A
B
C
86 7
EXIT-3
EXIT-4
AREA A
AREA B
TD - 40 M
TD - 36 M
EXIT-5
EXIT-1
EXIT-2
EXIT-8
EXIT-6
EXIT-7
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
BIROURI
LEGENDA OCUPANTI
US Army Corps of Engineers ®
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GRAPHIC SCALES -
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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
0 10 m
1:200
SCALE
1 : 200
PALLET STORAGE OVERALL LIFE SAFETY PLAN -
PLAN PROTECTIE INCENDIU DEPOZIT PALETI
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.
C
1 2 3 4 5 6 7 8
A
BB
AREA A - ZONA A AREA B - ZONA B
58860
A.5
B.5
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
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
SB100
CTAB-C
P A
L L E
T S
T O
R A
G E
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
0 10 m
1:200
SCALE
1 : 200
PALLET STORAGE OVERALL FOUNDATION PLAN - PLAN GENERAL DE FUNDATII
PLAN
NORTH
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
FOUNDATION SCHEDULE - EXTRAS FUNDATII
TYPE - TIP DEPTH - ADANCIME WIDTH - LATIME
LENGTH -
LUNGIME
TOP ELEVATION -
COTA SUP. REINFORCEMENT - ARMATURA REMARKS - OBSERVATII
200 SOG 200 0 Ø10 @ 300 EW
CF-1C 1100 2900 2900 -610 13 Ø25 EW, T&B
CF-2C 920 3200 3200 0 (11) Ø28 @ 300 EW, B;
(11) Ø25 X 5000 @ 300 EW, T
ADD TO SLAB REBAR MAT - SE
ADAUGA ARMATURA
CF-3C 1100 3100 3100 -610 14 Ø25 EW, T&B
CF-4C 900 2300 2300 -610 12 Ø25 EW, T&B
ENCASE CONC 610 0
WF-1 600 600 -610 3 Ø16 CONT. B; Ø16 @ 1200
N O T F
O
N
STR
U C
TIO
N
N U E
S
TE P
EN
TR
XE
C
TIE
1 2 3 4 5
A
B
7910 7910 7910 7910
M A
T C
H L
IN
E
B
/S B
CF-1C CF-1C CF-1C CF-1C
CF-3C CF-2C CF-2C CF-2C
CF-1C CF-1C CF-1C CF-1C
WF-1
WF-1 WF-1WF-1WF-1
WF-1WF-1WF-1
H9
S-301
H1
S-301
W F
-1 W
F -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
SB101
CTAB-C
P A
L L E
T S
T O
R A
G E
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
0 5 m
1:100
SCALE
PLAN
NORTH
1 : 100 B4
PALLET STORAGE FOUNDATION PLAN AREA A - PLAN DE FUNDATII ZONA A
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
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
5 6 7 8
A
BB
7910 12410 6900
M A
T C
H L
IN
E
B
/S B
CF-1C CF-1C CF-1C CF-4C
CF-4C
CF-2CCF-2CCF-2C
CF-1C CF-1C CF-1C CF-4C
A.5
B.5
CF-4C CF-4C
CF-4C CF-4C
WF-1
WF-1
W F
-1
WF-1 WF-1
WF-1 WF-1
W F
-1 W
F -1
W F
-1
B1
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
SB102
CTAB-C
P A
L L E
T S
T O
R A
G E
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
PLAN
NORTH
1 : 100 B4
PALLET STORAGE FOUNDATION PLAN AREA B - PLAN DE FUNDATII ZONA B
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
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 2 3 4 5 6 7 8
A
BB
AREA A - ZONA A AREA B - ZONA B
A.5
B.5
58860
J3
S-202
B3
S-202
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-C
P A
L L E
T S
T O
R A
G E
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
0 10 m
1:200
SCALE
PLAN
NORTH
1 : 200
PALLET STORAGE OVERALL FLOOR SLAB PLAN - PLAN GENERAL PLACA PARDOSEALA
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O
T F
N
STR
U C
TIO
N
N U E
S
TE P
EN
C
A
B
7910 7910 7910 7910
M A
T C
H L
IN
E
B
/S B
200 SOG
CJ
CJ
CJ
CJ
C J
C J
C J
C J
C J
C J
G2
S-303
M2
S-303
M7
S-303
M7
S-303
M12
S-303
M12
S-303
B10
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
SB104
CTAB-C
P A
L L E
T S
T O
R A
G E
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
0 5 m
1:100
SCALE
PLAN
NORTH
1 : 100B4
PALLET STORAGE FLOOR SLAB PLAN AREA A - PLAN PLACA PARDOSEALA ZONA A
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
C U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - 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 COORDINATION WITH PRECISE
POSITION OF 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 SB106. IT IS
APPLIED TO THE ENTIRE FLOOR SLAB REINFORCING ON 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.
5 6 7 8
A
B
7910 12410 6900
M A
T C
H L
IN
E
B
/S B
A.5
B.5
200 SOG
CJ
CJ
CJ
CJ
C J
C J
C J
C J
C J
C J
C J
C J
B
1 1
2 2
4 4
5 5
5 5
G11
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-C
P A
L L E
T S
T O
R A
G E
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
PLAN
NORTH
1 : 100B4
PALLET STORAGE FLOOR SLAB PLAN AREA B - PLAN PLACA PARDOSEALA ZONA B
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
N S
TR
U C
TIO
N
N U E
STE
P
E N
EXE
U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 Ø10 @ 300. ALTERNATE BAR PASS CONSTRUCTION OR
CONTRACTION JOINT TO LAP W/ BAR IN NEXT PANEL AT ONE
SIDE.
2 Ø10 @ 300.
3 Ø10 @ 300. LAP W/ REBAR IN NEXT PANEL
4 Ø10 @ 300, ALTERNATE BAR LAP W/ BAR NEIGHBOURING PANEL
AT BOTH SIDES.
5 ADD "T" REBAR PER FOOTING SCHEDULE.
6 CL OF BUILDING, REINFORCING STEEL PLACEMENT IS
SYMMETRICAL TO CL.
7 REFER TO SB104 FOR COMPLETE SHEET NOTES APPLIED TO
SB104 AND SB105.
1 2 3 4 5 6 7 8
A
BB
A.5
B.5
58860
AREA A - ZONA A AREA B - ZONA 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-C
P A
L L E
T S
T O
R A
G E
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
0 10 m
1:200
SCALE
PLAN
NORTH
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
1 : 200
PALLET STORAGE OVERALL ROOF FRAMING PLAN - PLAN GENERAL CADRE ACOPERIS
N O T F
N S T R U C T
IO
N
N U E
S T E P
E N T
E C U
1 2 3 4 5
A
B
7910 7910 7910 7910
M A
T C
H L
IN
E
B
/S F
710G5N36K-C710G5N36K-C710G5N36K-C710G5N36K-C
L
H
-C
L
H
-C
L
H
-C
L
H
-C
710G5N36K-C
710G5N36K-C
710G5N36K-C
710G5N36K-C
710G5N36K-C
710G5N36K-C
710G5N36K-C
710G5N36K-C
L
H
-C
L
H
-C
L
H
-C
L
H
-C
710G5N36K-C
710G5N36K-C
710G5N36K-C710G5N36K-C
L
H
-C
T
Y P
E A
B
A Y
L
H
-C
T
Y P
E A
B
A Y
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
L80X10
J10
S-304
J1
S-304
J10
S-304
E2
S-201
J3
S-201
J1
S-307
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-C
P A
L L E
T S
T O
R A
G E
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
0 5 m
1:100
SCALE
PLAN
NORTH
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
1 : 100B4
PALLET STORAGE ROOF FRAMING PLAN AREA A - PLAN CADRE ACOPERIS ZONA A
N O
T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
C U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - 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.
5 6 7 8
A
BB
A.5
B.5
7910 12410 6900
M A
T C
H L
IN
E
B
/S F
710G5N36K-C 1120G7N40K-C
710G5N36K-C
710G5N36K-C
1120G7N40K-C
1120G7N40K-C
710G5N36K-C 1120G7N40K-C
L
H
-C
L
H
-C 8
L H
-C
UPE 330
G
N
K -C
UPE 330
G
N
K -C
UPE 330
G
N
K -C
UPE 330
G
N
K -C
UPE 330
L
H
-C
L
H
-C
T
Y P
E A
B
A Y
L
H
-C
T
Y P
E A
B
A Y
L
H
-C
T
Y P
T H
IS
B
A Y
L
H
-C
T
Y P
T H
IS
B
A Y
UPE 330, TYP.
L
H
-C
L
H
-C
L80X10
L80X10
L80X10
L80X10
L80X10L80X10
L80X10 L80X10
L
X
L
X
A3
S-201
A1
S-306
E9
S-201
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-C
P A
L L E
T S
T O
R A
G E
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
0 5 m
1:100
SCALE
PLAN
NORTH
KEY PLAN - VINIETA
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
1 : 100 B4
PALLET STORAGE ROOF FRAMING PLAN AREA B - PLAN CADRE ACOPERIS ZONA B
N O T F
N S T R U C T
IO
N
N U E
S T E P
E N T
E C U
2L65X50X6 LLV
2L60X40X5 LLV
L X
L50X4
45O TYP.
L
X
L50X4 L X
L50X4 L X
L50X4 L X
L50X4 L X
15480
15694
200 300
9.46°
9.46°
L
X
L
X
L
X
CL OF BRG - AX CENTRAL REZEMARE
L50X6
J11
S-305
A1
S-305
E1
S-305
200 7510 200
1382 1582 1582 1582 1382
2L100X50X6 LLV
2L75X50X5 LLV
2L3 0X
2L40X5 2L30X4 2L40X4 2L30X4
L
X
L
X
EQ EQEQ EQ
400400
CL OF BRG - AX CENTRAL REZEMARE
CL OF BRG - AX CENTRAL REZEMARE
J11
S-305
1575 1772 1772 1772 1772 1772 1575
200 12010 200
12410
L X
L X
L X
L X
L X
L X 4 2
L X
L
X
L
X
L
X
L
X
2L100X65X8 LLV
2L75X50X6 LLV
EQ EQEQ EQ
400 400
CL OF BRG - AX CENTRAL REZEMARE
CL OF BRG - AX CENTRAL REZEMARE
A1
S-305
1398 1548 1548 1548 1398
150 7440 150 300
450450
2L30X 4 2L40X4 2L30X4 2L30X4 2L30X4
2L80X40X6 LLV
2L50X4
CL OF BRG - AX CENTRAL REZEMARE
CL OF BRG - AX CENTRAL REZEMARE
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-C
P A
L L E
T S
T O
R A
G E
J O
IS
T
A N
D G
IR
D
E R
P R
O F
IL
E
S
P R
O F
IL
E
F E
R M
E S
I P
A N
E
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 5 m
1:100
SCALE
N O T F
N S T R U C T
IO
N
N U E
S T E P
E N T
E C U T
IE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
1 : 50SF101
JOIST PROFILE 810LH21-C - PROFIL FERMA 810LH21-CJ3
1 : 50SF101
GIRDER PROFILE 710G5N36K-C - PROFIL PANA 710G5N36K-CE2
1 : 50SF102
GIRDER PROFILE 1120G7N40K-C - PROFIL PANA 1120G7N40K-CA3
1 : 50SF102
GIRDER PROFILE 610G5N23K-C - PROFIL PANA 610G5N23K-CE9
FF EL
BOS
TOF
-610
4 5 6 7 8
TOJ
7910 12410 6900
UPE 330
710G5N36K-C 710G5N36K-C 1120G7N40K-C
SHS200x8 SHS200x8 SHS200x8 SHS200x8 SHS200x8
FF EL
BOS
C
TOF
-610
A B
TOJ
15480 15480
810LH21-C810LH21-C
SHS200x8 SHS200x8
H E
A
H E
A
H E
A
H E
A
SHS200x8 SHS200x8
SHS200x8
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-C
P A
L L E
T S
T O
R A
G E
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
E P
E R
E T
I
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 5 m
1:100
SCALE
1 : 100SB103
PALLET STORAGE SIDE WALL FRAMING ELEVATION - ELEVATIE CADRU PERETE LATERALB3
N O T F
N S T R U C T
IO
N
N U E
S T E P
E N T
E C U T
IE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
1 : 100SB103
PALLET STORAGE WEST END WALL FRAMING ELEVATION - ELEVATIE CADRU PERETE MARGINAL DE VESTJ3
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
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
E D
E
X T
R A
S F
U N
D A
T
II
COLUMN - STALPCOLUMN - STALP
SOG - PLACA PARDOSEALA
FOOTING
BEYOND -
FUNDATIE
WF-1
SOG - PLACA PARDOSEALA
FF
L65X7 W/ WHS
M13X100 AT 300 OC
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-301
CTAB-C
P A
L L E
T S
T O
R A
G E
F O
U N
D A
T
IO
N D
E T
A
IL
S
D E
T A
L
II
F U
N D
A T
II
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P
B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
B .G
R
IF
F
IN
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
1 : 20SB101
H1
SECTION THRU FOOTING AT EXTERIOR COLUMNS - SECTIUNE PRIN FUNDATIE
STALP EXTERIOR
1 : 20SB101
H9
SECTION THRU FOOTING AT INTERIOR COLUMNS - SECTIUNE PRIN FUNDATIE
STALP INTERIOR
1 : 20SB102
SECTION THRU SHED - SECTIUNE PRIN DEPOZITB1
1 : 20SB104
SECTION THRU ROLLUP DOOR - SECTIUNE PRIN USA SECTIONALAB10
0 1000 mm
1:20
SCALE
N O T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
N S
TR
U C T
IE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
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.
SECTION A-A -
SECTIUNE A-A
L
W
L
SECTION B-B -
SECTIUNE B-B
REFER TO
COL. SCHED -
VEZI EXTRAS
STALP
REFER TO
COL. SCHED -
VEZI EXTRAS
STALP
A
B
B
A
B
B
L 2 1
TYPE-
BP-1
BP-2
BASE PLATE AND ANCHOR BOLT SCHEDULE -EXTRAS PLACA DE BAZA SI BULOANE ANCORAJ
L (mm) W (mm) T (mm) # of AB
D (mm) E (mm) REMARKS - OBS.
Grid A & C EXCEPT A-8 & C-8
Grid B EXCEPT B-8
T
FOOTING REBAR NOT SHOWN FOR
CLARITY - FUNDATIE, ARMATURA NU
ESTE ARATATA PT CLARITATE
BASE PLATE ELEVATION
VIEW - ELEVATIE PLACA BAZA
D
BP-3 8590 590 25 25 500 Grid A.5, B.5, A-8 ,B-8 & C-8
E
W
L
BASE PLATE PLAN VIEW - VEDERE
IN PLAN PLACA BAZA
WASHER PL 12X75X75
TYP
STEEL PL - PLACA BAZA
DIA OF AB
Ø25
Ø32
Ø25
BP-7 2280 280 20 20 200 HEA & UPE WIND COLUMNS-
DO NOT WELD
TOES OR
RADIUS
BP-7
TYP
W
L
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-302
CTAB-C
P A
L L E
T S
T O
R A
G E
C O
L U
M N
B A
S E
D E
T A
IL
S
D
E T
A L
II
B A
Z A
S T
A L P
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
E N
D
IX
R D
S T
E
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
M .W
IL
D
E
A .C
A R
T E
R
J .D
R A
K E
S .C
H
IA
N G
S E
P T
E M
B E
R
T H
W G
B -1
-D
-0
C O
N S
T R
U C
T E
D I D
A B
S /F
E V
S T
O R
A G
E
S
U B
M
IT
T A
L S
E P
T E
M B
E R
T
H
0 1000 mm
1:20
SCALE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
N
STR
U C
TIO
N
N U E
STE P
E N
EXEC
TIE
1 : 20
PRECAST COLUMN REINFORCEMENT - ARMATURA STALP PREFABRICATF2
1 : 20
BASE PLATE DETAILS & SCHEDULE - DETALII SI EXTRAS PLACA BAZA STALPF9
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.
WIDTH OF DOOR OPENING - LATIME GOL USA
Ø x
Ø
H
O K
E D
2 Ø14 @ 150 OC
NOTE - NOTA:
1. REINFORCING STEEL SHOWN IS IN ADDITION TO TYPICAL SLAB REINFORCING
STEEL. - BARELE DE ARMATURA INDICATE SUNT SUPLIMENTARE FATA DE
ARMATURA PLACII.
1 Ø14
2 Ø 14 x 915
610610
INTERIOR COLUMN - STALP INTERIOR
CJ
EXTERIOR COLUMN - STALP EXTERIOR
CJ
DIAMOND SHAPE 13 MM ISOLATION
JOINT W/ JOINT FILLER AROUND
COL. - ROST DE CONTROL UMPLUT
CU CHIT IN JURUL STALPULUI
SLAB EDGE - MARGINEA PLACII
PARTIAL DIAMOND SHAPE
13 MM ISOLATION JOINT W/
JOINT FILLER - ROST
PARTIAL DE CONTROL
UMPLUT CU CHIT
CONC INFILL FROM BASE PL
TO TOP OF SLAB - BETON
DE LA PLACA DE BAZA LA
PARTEA SUP. A PLACII
CJ
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 LUNGUL MUCHIEI
CONC SOG - PLACA
PARDOSEALA BETON
REINF STL - ARMATURA
T
3 MM CJ - ROST
25 DIA SMOOTH DOWELS COATED TO
PREVENT BOND. 25X455 @ 305 - BARE
NEPROFILATE ACOPERITE PENTRU A
PREVENI ADERENTA 25X455 @ 305
CONC SOG - PLACA
PARDOSEALA BETON REINF STL - ARMATURA
T /4
T
3 MM CJ - ROST
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
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B Y
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IG
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D B
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C H
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A N
S I D
IS
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D A
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A
T
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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
P
N
M
L
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J
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F
E
D
C
B
A
S-303
CTAB-C
P A
L L E
T S
T O
R A
G E
F L O
O R
S L A
B D
E T
A
IL
S
D E
T A
L
II
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
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A N
IA
W S
P B
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D
IX
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E
V
IR
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IN
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B
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M .W
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B .G
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F
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S .C
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-D
-0
C O
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D I D
A B
S /F
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A G
E
S
U B
M
IT
T A
L S
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T E
M B
E R
T
H
1 : 20SB105
G11
SLAB REINFORCING AT RE-ENTRANT CORNERS -
ARMAREA PLACII LA COLTURILE INTERIOARE
1 : 20SB104
SLAB ISOLATION JOINTS AROUND COLUMN BASE - ROST DE IZOLARE IN JURUL BAZEI STALPULUIG2
1 : 20SB104
SLAB-ON-GRADE - PLACA PARDOSEALAM2
1 : 20SB104
CONSTRUCTION JOINT - ROSTURI DE TURNAREM7
1 : 20SB104
CONTROL JOINT - ROSTURI PENTRU CONTROLUL FISURARIIM12
0 1000 mm
1:20
SCALE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
N S
TR
U C
TIO
N
N U E
STE
P
E N
A A
TYP
50 MIN
EA END
10 MM EJ AT GIRDER ENDS -
ROST DE IMBAINRE DE 10 MM
LA CAPATUL PANEI
CL OF JOIST CENTER
TO GRIDLINE - AX
CENTRAL FERMA
CENTRAT PE INTERAX
CENTER OF GIRDER BEARING, TYP. -
CENTRUL DE SPRIJIN AL PANEI
TOP OF COLUMN - PARTEA
SUP. A STALPULUI
GIRDER TOP CHORD -
TALPA SUP. A PANEI
END COL - STALP DE CAPAT
TOP OF CONC COL W/ CORBEL -
PARTEA SUPERIOARA A STALPULUI
DIN BETON CU CONSOLA
GIRDER TOP CHORD - TALPA SUP. A PANEI
END COL - STALP DE CAPAT
B B
TOJ
TYP
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S E
U R
O P
E D
IS
T
R
IC
T D
R A
W N
B Y
D E
S
IG
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D B
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B M
IT
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R A
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N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
M
L
K
J
H
G
F
E
D
C
B
A
S-304
CTAB-C
P A
L L E
T S
T O
R A
G E
R O
O F
F R
A M
IN
G
D E
T A
IL
S
D
E T
A L
II
C A
D R
E A
C O
P E
R
IS
C A
M P
IA
T
U R
Z
II
A
IR
B
A S
E R
O M
A N
IA
W S
P B
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D
IX
R D
S T
E
V
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IN
IA
B
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C H
V
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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 : 20SF101
JOIST CONNECTION ON CENTER COLUMN - IMBINARE FERMA STALP CENTRALJ1
1 : 20
PLAN VIEW B - B - VEDERE IN PLAN B-BA9
1 : 20
PLAN VIEW A - A - VEDERE IN PLAN A-AA1
1 : 20SF101
J10
JOIST CONNECTION ON END COLUMN - IMBINARE FERMA
STALP MARGINAL
0 1000 mm
1:20
SCALE
GRAPHIC SCALES -
SCARA GRAFICA
SEAL-STAMPILA
N O T F
N S
TR
U C
TIO
N
N U E
S
TE
P E N
C U
TIE
APPLIES TO THIS SHEET ONLY
KEYNOTES - NOTE
MARK DESCRIPTION - DESCRIERE
1 THIS IS A TYPICAL DIMENSION BTWN TOP OF JOIST AND TOP
OF CONCRETE COLUMN.
2 L75X7 BTWN EVERY TWO JOIST TOP CHORDS, CONTINUOUS
ALONG ROOF EDGE.
3 (2) BOLTS ON EACH GIRDER END. ALONG GIRDER LENGTH
BTWN SUPPORTS, JOIST SEAT IS TYPICALLY FIELD WELDED
TO TOP OF GIRDER.
4 GIRDER SEAT PL 24X200X300 W/ BOLT HOLES; ANCHOR EACH
GIRDER TO CONCRETE COLUMN W/ (2) ADHESIVE ANCHORS,
20 MM DIAMETER, 200 MM EMBEDMENT.
5 JOIST BOTTOM CHORD BRACING: L50X4 CONNECTING ALL
JOIST BOTTOM CHORDS CONTINUOUSLY. APPLY SUCH
BRACING TO EACH END PANELS OF THE JOIST, AND PANELS
AT EVERY 1/5 SPAN LOCATION, TYPICALLY (6) BRACING
POI…
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