REV 0

1

SERVICE M3 M3

ERECTION SITE Bbl Bbl

USER 1,00 AT 75,5 FT2600 MTS VAPOR PRESSURE 0,0435 psig 16,4 FT

DESING WIND SPEED= 108 KMH INTERNAL PRESSURE DESIGN 0,90 IN H2o LIQUID TANK HEIGHT 15,1 FT

C

20 Jacks capacity 12.000 kg/und

20 No Jacks required 30 und

NOT No hydraulic unids 1 und EXTERNAL UND INTERNAL

NOT TOTAL TOTAL137.022 lbs 62.283 KG 1.239 M2 1.367

42.235 lbs 19.198 KG 361 M2 361

1.032 LBS 469 KG 15 M2 15

34.529 lbs 15.695 KG 416 M2 416

47.118 lbs 21.417 KG 414 M2 416

11.788 lbs 5.358 KG 12 M2 159

319 LBS 145 KG 0 M2 0

0 lbs 0 KG 21 M2 0

0 lbs 0 KG 0 M2 0

widths thicknesses widths thicknesses widths thicknesses

1 72 in 0,25 4 in 0,00 7 in 02 72 in 0,25 5 in 0,00 8 in 03 72 in 0,25 6 in 0,00 9 in 0

10 in 0

0,25IN

in3 3,02

2,00%

in3 16,29

LAPBOLT QUANTITY 23 UND

29,99 MINIMUN 24 INBOLT CIRCULE

DIAMETER65,46 FTS Yes

BOLT DIAMETER22,23 mm Not

0,25IN BOLT MATERIAL

SPECIFICATIONnot

Conial 130 ft 0 LBS/FT2

0,19 25 LBS/FT2

ASTM A -36

SHELL 0,0625 IN YES

BOTTOM0,0625 IN 2A

YES 0,15

1

1,5

SHOP FIELD

RADIOGRAFIA LIQ

/PENETR

ULTRASONID

O

SHELL BOTTOM

A 283 Gr C

A 283 Gr C

ASTM A283 Gr C

ASTM A283 Gr C

ANCHOR SUPPORTS ,COLUMNS, ROOF STRUCTURS SUPPORT

SHELL

No SHELLS COURSES- PLATE WIDTHS AND THICKNESSES ( Including Corrosion Allowance)

ROOF

THICKNESS OF BOTTOM ANNULAR PLATES

ROOF PLATES AND FRAMES

MAX OPERATING TEMPERATURE

STIFFENING RINGS

AGUA

PETAR SALITRE

BOGOTA

WELDING BOTTOM

ASTM A36

DESIGN SPECIFIC GRAVITY AT C

WEIGHTMATERIAL SPECIFICATIONES

LADDER,PLATFORMS, AND HANDRAILS

INSULATION REQUIRED

STANDARD 650 EDITION 11

JACKS REQUIREMENTS TANK SPECIFICATIONS

DESING METAL TEMPERATURE

HEATER REQUIRED

12.000 13.092

TEMPERATURE

ALTURA MSNM

API STANDARD 650 DATE 25/02/2015STORAGE TANK BY G- Chaves

2.0811.908

FILE NoCONSTRUCTION DETAILS (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER

MANUFACTURER

DATA SHEET TANQUE AGUA CONTRA INCENDIO

ASTM A-307

El tanque es estructuralmente estable

ASTM A36

tank, need anchor bolt for wind

PAINT AREAS

BOTTOM + Anular Bottom plate+skind

MAN HOLE AND NOZZLES ASTM A106 /A105

ANCHOR BOLTS

ROOF

ROOF TO SHELL DETAILS

PLATE THICKNESS

ASTM A-307

Intermedium Stiffening ring inercia Module

upper Stiffening ring

inercia Module

SLOPE

SELF SUPPORTED

ANCHOR BOLTSTANK BOTTOM

MINIMUM WIDTH ANNULAR PLATES

INSPECTION PLACE

ROOF TYPE Roof diameter

IMPORTANCE FACTOR

THICKNESS OF ROOF PLATES

ZONE FACTOR(TABLE E2 )

SITE COEFFICIENTE ( TABLE E-3)

DEAD LOADS OVER ROOF

CORROSION ALLOWANCE

FOUNDATION TYPE

ROOF LOADS

WELD EXAMINATION

INSPECTIONS

EARTHQUAKE DESIGN

SISMIC ZONE

El tanque es estructuralmente estable

OTHERS

APENDIX E DESIGN

CONCRETE RING WALL WITH ANCHOR BOLTS

CONCRETE RING WALL

EARTH

SHELL TOTAL HEIGHT

NOMINAL CAPACITY LIQUID NET MAXIMUN CAPACITY TANK

SUPPORTED

LIVE LOADS OVER ROOF

intermedium stiffening ring Not required

INTERNAL DIAMETER

FLOTING SEAL

in