8/12/2019 PDVSA 0602-2-321 Concrete Fireproofing Details
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ALL DIMENSIONS ARE IN mmUNLESS OTHERWISE NOTED
F
F
F
F
MESH
300 UNLESS OTHERWISE NOTEDON DESIGN DRAWINGS
LEVELTOP OF FIREPROOFED
FP COLUMN TO THIS LINE
F
NOTES:1. SPACE MESH 25mm FROM STEEL
2. THICKNESS OF FIREPROOFING (F) SHALL BE 50mm UNLESS OTHER WISE
NOTED IN JOB SPECS.
3. SEE STRUCTURAL STEEL DESIGN DRAWINGS FOR MEMBERS TO BE
FIREPROOFED MARKED (FP).
MESH
NELSON STUD(3x10x25 RGP)
CRIMP STUDTO SECURE MESH
CAULK AT ALL EXTERIORJOINTS BETWEENFIREPROOFING & STEEL
DETAIL 1 TYPICAL DETAIL AT TOP OFFIREPROOFED STEEL
FULLY ENCASED STEEL SECTIONS
F
F
F
WSECTIONS CHANNELSBRACING
DOUBLE ANGLE OR TEE
F
CHANNELSWSECTIONSANGLE BRACING
F
F
SEE NOTE 1(TYP)
SEE DETAIL 1
GALV WWF
NELSON STUDS(3x10x25 RGP)@450 OC EACH WAYOR EQUAL (TYP)
2x2x14/14 bwg
(DO NOT FIREPROOF WINDBRACING MEMBERS)
F
F
SEE NOTE 2
STEEL SECTIONS WITH TOP FLANGE EXPOSED
20 CHAMFER (TYP)
25
F
(TYP)
REVISION FECHA
ESTANDAR DE INGENIERIA
CONCRETE FIREPROOFING DETAILS AGO.910
PDVSA 0602.2.321
Pgina 1
.Men Principal Indice manual Indice volumen Indice norma.Men
Principal Indice manual Indice volumen Indice norma
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