Memoria de Calculo. 1407970_r1

Project Name: Carmen De BolivarProject Location: Bolivar, Colombia

Dealer: Florida Aquastore Latin America

4722 NW Boca Raton Blvd.; Suite C-102

Boca Raton, Florida, 33431-6358

Project Number:

Submittal Release.No.:

Aquastore Glass Fused to Steel Bolted Storage Tank

Shell interior coating:

Vitrium fused glass with Edgecoat process

Shell exterior coating:Fused glass

Shell Exterior Color:

Roof Exterior Color:

Date:

1407970

1

Cobalt Blue

White

September 15, 2014

EQuote # 1407970 rev. 2

Construction Method: Jack

Submitted by: Date: Date: Expires:

Date:

This document consists of ______ pages.

Phone: (561) 994-2400 Fax: (561) 994-2444

25' diameter (nom.) x 25' high (nom.) Model 2525Steel Floor Foundation

19

9/24/14

1

Tank Project Drawing Index

Document Number Document Title

1407970-001 Tank Drawing

1407970-010 Tank Calculations & Design Formulas

1407970-011 Tank General Notes

1407970-012 Tank Fastener Schedule

1407970-013 Tank Schematic

1407970-014 Tank Parts List

Foundation Project Index

1407970-002 SF Foundation Drawing

1407970-003 Anchor Bolt Placement

1407970-023 Foundation Parts List

1407970-024 Foundation Fastener Schedule

1407970-025 Manufacturers Warranty

2

REL.:

DATE:

BY:

1

September 15, 2014

JS

DOCUMENT NUMBER: 1407970-010 TITLE: TANK CALCULATIONS PAGE: 1

SUMMARY OF TANK DESIGN INPUT DATA

STRUCTURE MODEL 25 25

FOUNDATION TYPE Steel Floor

SPECIFIC GRAVITY 1.000

H/V PRESSURE RATIO 1.000

FREEBOARD 15.000 in 381.000 mm

ROOF TYPE Knuckle

ROOF WEIGHT 5.000 psf 24.410 kg/m2

SC ROOF HEIGHT 2.500 in 63.500 mm

DC ROOF PROJ AREA 73.290 sq ft 6.809 sq m

DC ROOF CENTROID 21.000 in 533.400 mm

TOTAL ROOF HEIGHT 59.910 in 1521.714 mm

ROOF SNOW LOAD 15.000 psf 0.718 kPa

WIND DESIGN ASCE 7-05*(12.35 psf)*

EXPOSURE FACTOR B

IMPORTANCE FACTOR 1.000

WIND SPEED 100.000 mph 45.000 m/s

WIND STIFFENER ANALYSIS ASCE 7-05*(12.35 psf)*

SEISMIC DESIGN AWWA D103 97 (EFFECTIVE MASS)

SEISMIC ZONE 4

USE FACTOR, I 1.250

SITE AMPLIFICATION FACTOR 1.500

ALLOWABLES USED AWWA D103-97

Add Anchors even if not required? YES

FLOOR O.D 25.250 ft 7696.200 mm

AQUA2 VERSION 3.1.0.1

SUMMARY OF INTERNALLY ASSIGNED PARAMETERS

BOLT DIAMETER 0.500 in 12.700 mm

HOLE DIAMETER 0.562 in 14.288 mm

TOP COURSE EDGE DIST 1.000 in 25.400 mm

STEEL FLOOR IN FNDN 0.094 in 2.388 mm

DIST T/FTG TO B/FLR 0.000 in 0.000 mm

TOTAL FNDN THICKNESS 0.094 in 2.388 mm

SHEET DENSITY 590.000 pcf 9451 kg/m3

STEEL ELASTIC MODULUS 30000000 psi 206843 MPa

STEEL FLOOR DENSITY 590 pcf 9451 kg/m3

NET SHEET WIDTH 105.462 in 2679.000 mm

NET STANDARD SHEET HT. 54.990 in 1397.000 mm

STARTER PANEL HEIGHT 18.683 in 474.548 mm

INVENTORY USED wssf(1311)

4

DOCUMENT NUMBER: 1407970-010 TITLE: TANK CALCULATIONS PAGE: 225 25 AQUASTORE STRUCTURE DESIGN SUMMARY (9 FULL LENGTH SHEETS PER RING/COURSE)

COURSENUMBER

THICKIn.

THICK mm GEOMCODE

MATCODE

LIMITINGFACTOR(S)

1 0.099 2.515 1201 2

2 0.099 2.515 1201 2

3 0.099 2.515 1201 2

4 0.132 3.353 1201 2 [41]

5 0.164 4.166 1201 2 [41]

FND 0.197 5.004 6321 2

WIND STIFFENERS REQUIRED:

NONE

ANCHORS REQUIRED: (3)1 1/4 inch ANCHORS REQUIREDPER SHEET.

STRUCTURE DIAMETER 25.18 ft 7674.01 mm=

HEIGHT OF STRUCTURE TO EAVE = 24.55 ft 7482.84 mm

SLOSHING WAVE HEIGHT 2.33 ft 710.78 mm=

VOLUME OF STRUCTURE TO EAVE 12208 cu ft 346 m3=

VOLUME OF CONTENTS 11586 cu ft 328 m3=

VOLUME OF CONTENTS 86668 gal 328076 L=

VOLUME OF STEEL FLOOR FND. 4 cu ft 0 m3=

WEIGHT OF EMPTY CYLINDER ABOVE FLOOR 11737 lb 5324 kg=

WEIGHT OF ROOF 2489 lb 1129 kg=

SNOW (LIVE) LOAD 7468 lb 3387 kg=

WEIGHT OF CONTENTS 722959 lb 327928 kg=

STEEL FLOOR WEIGHT 2314 lb 1050 kg=

TOTAL WEIGHT ON FOOTING 746967 lb 338818 kg=

WIND SHEAR AT TOP OF FOOTING 8595 lb 38231 N=

WIND MOMENT AT TOP OF FOOTING 119115 ft-lb 162 kN-m=

SEISMIC SHEAR AT TOP OF FOOTING 249535 lb 1109986 N=

SEISMIC MOMENT AT TOP OF FOOTING 2628214 ft-lb 3564 kN-m=

5


HOOP STRESS ANALYSIS ---- STRESS-PSI ----

CourseNumber

Depth(ft)

Press(PSI)

NetTensile

AllowableTensile

HoleBearing

AllowableBearing

BoltShear

AllowableShear

1 3.4 1.5 3077 25400 4777 67500 1204 29454

2 8.0 3.5 7205 25400 11186 67500 2820 29454

3 12.6 5.5 11333 25400 17594 67500 4435 29454

4 17.2 7.4 11595 25400 18002 67500 6051 29454

5 21.7 9.4 11825 25400 18358 67500 7667 29454

FND 23.3 10.1 9478 25400 13717 67500 6881 29454

AXIAL STRESS ANALYSIS

CourseNumber

AxialCompressive

AllowableCompressive

HoleBearing

AllowableBearing

BoltShear

AllowableShear

---- STRESS-PSI ----

1 125 1282 1253 67500 316 29454

2 144 1282 1441 67500 363 29454

3 162 1282 1630 67500 411 29454

4 140 1697 1411 67500 474 29454

5 132 2093 1324 67500 553 29454

FND 116 2495 583 67500 292 29454

6


WIND STRESS ANALYSIS ---- STRESS-PSI ----

CourseNumber

HoleBearing

AllowableBearing

BoltShear

AllowableShear

AxialComp

WindBending

TotalComp

AllowableComp

1 45 16 62 1709 619 90000 156 39272

2 64 41 105 1709 1051 90000 265 39272

3 83 76 159 1709 1595 90000 402 39272

4 81 92 173 2262 1734 90000 583 39272

5 84 108 192 2790 1932 90000 807 39272

FND 76 101 177 3326 890 90000 446 39272

SEISMIC STRESS ANALYSIS ---- STRESS-PSI ----

CourseNumber

AxialComp

SeismicBending

TotalComp

AllowableComp

HoleBearing

AllowableBearing

BoltShear

AllowableShear

1 45 59 104 1709 1049 90000 265 39272

2 64 410 474 1709 4762 90000 1201 39272

3 83 1126 1209 1709 12145 90000 3062 39272

4 81 1665 1746 2262 17540 90000 5896 39272

5 84 2291 2374 2790 23849 90000 9960 39272

FND 76 2230 2306 3326 11581 90000 5810 39272

7


1 1622 4698 33867

2 2526 9730 33867

3 3060 14393 33867

4 2472 14068 33867

5 1989 13814 33867

FND 1655 11133 33867

CourseNumber

AllowableTensile

Hydro-DynamicHoop

TotalHoop

---- STRESS-PSI ----

SEISMIC STRESS ANALYSIS CONTINUED

8

DOCUMENT NUMBER: 1407970-011 TITLE: TANK GENERAL NOTES PAGE:REL:1 1

TANK DESIGN SPECIFICATIONS

This tank is designed in accordance with AWWA Standard D103-97 allowable stresses.See page 1 of Document 1407970-010 for Summary of Tank Design Input Data.

COATINGS SPECIFICATIONS

Coatings used on components of this tank are in compliance with the appropriate sections of AWWA

Standard D103.

STRUCTURE BOLT SPECIFICATIONS

Structure bolts are carbon steel, zinc mechanically deposited per the latest revision of ASTM B695,

class 50,type 1;with 1/2"-13 UNC-2A thread, and conform to AWWA D103,Section 2.2.1, as noted below.

A. 1 inch long and 1-1/4 inch long bolts conform to the mechanical properties of SAEJ429, Grade 5

- equivalent to the mechanical properties of ASTM A325.

B. 1-1/2 inch long and longer bolts conform to the mechanical properties of SAEJ429, Grade 8

- equivalent to the mechanical properties of ASTM A490.

Unless noted, all tank structure connections are bearing type connections, snug-tight condition, per

ANSI/AISC 360-05. Tank manufacturer does not require special inspection per IBC, Section 1704.

APPURTENANCE AND PIPING ORIENTATION

Orientation of all appurtenances and piping connections shall be established in the field.

THROUGH-THE-SHEET PENETRATIONS

All openings through the tank side wall greater than 4 inches (102mm) in diameter shall be reinforced in

accordance with AWWA D103, Section 3.11. All openings through sheets having less than 24 inches (610

mm) between horizontal bolt lines, or having less than 24 inches (610 mm) of available sheet space from

the floor surface up to the first horizontal bolt line shall not exceed a diameter of 4 inches (102 mm).

These openings of 4 inches (102 mm) and less shall be reinforced in accordance with AWWA D103,

Section 3.11.

LADDER AND ROOF SPECIFICATIONS

The ladder and roof walkway systems are manufactured in compliance with AWWA Standard D103

Section 5.4. and meet minimum OSHA requirements. In addition, the tank ladder side rails are fabricated

from 6061-T6 aluminum while the ladder rungs are fabricated from 6061-T4 aluminum.

ROOF MANWAY OPENING

Field cut roof manway opening from roof panel and/or roof knuckle using the outside edges of the

prepunched notches and holes as the opening outline. (Do not use a cutting torch to perform this

operation.) Apply sealer to the appropriate roof surfaces and field cut edges.

ATTACHEMENTS TO THE TANK SHELLPer AWWA D103, all attachments made to the tank shall be designed so that no significant load is imparted on the tank wall. Attachements include those for piping, nozzles, mixers, brackets, supports, etc. Unless noted otherwise in this document, this tank is not designed to support any loads from attachments.

9

DOCUMENT NUMBER: 1407970-011 TITLE: TANK GENERAL NOTES PAGE: 2REL:1

CATHODIC PROTECTION SPECIFICATIONS

This tank is equipped with a cathodic protection system conforming to NACE SP0196-2011. This system

is designed to protect the items described below.

Entire submerged portion of tank sidewall and floor area including appurtenances supplied by the tank

manufacturer. Submerged uncoated metal objects not supplied by the tank manufacturer totaling: 0 sq. ft.

Submerged coated metal objects not supplied by the tank manufacturer totaling: 0 sq. ft.

This system is suitable for use in liquid having a resistivity of 3000 - 5000 ohm-centimeters.

Field verification of liquid resistivity is required after the tank is placed into service.

The performance of the cathodic protection system may be adversely affected if the system is operated

outside the resistivity range above.

The presence of submerged uncoated metallic items, for which cathodic protection has not been provided

by the tank supplier, may also adversely affect the performance of the cathodic protection system.

Electrical isolation and/or the determination of the cathodic protection requirements for such submerged

items shall be the responsibility of the owner or the owner's designated agent.

Tank warranty issues may also be affected.

For further information, refer to the instructions provided with the cathodic protection system.

10

Structure bolt quantities at (H)orizontal and (V)ertical seams

Thru the sheet fasteners Truss Fasteners

BOLT LENGTHS: 1" 1 1/4" 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 1 1/4" 2 1/4" 3" 3 1/2"

25.40 31.75 38.10 44.45 50.80 57.15 63.50 31.75 57.17 76.20 88.90

C.S. C.S. C.S. C.S.

GRAVITY VENT 24

CAP 54

PANEL/KNUCKLE 41184

MANWAY 16

SEAM Wide H 1 0 0 0 0 0000032157

SEAM V 1 0 0 0 0 000000459

SEAM Wide H 2 0 0 0 0 0000022176

SEAM V 2 0 0 0 0 000000459

SEAM Wide H 3 0 0 0 0 0000018180

SEAM V 3 0 0 0 0 000000459

SEAM Wide H 4 0 0 0 0 0000020178

SEAM V 4 0 0 0 0 000000459

SEAM Wide H 5 0 0 0 0 000001980

SEAM V 5 0 0 0 0 000004590

SEAM Fnd. H 6 0 0 0 0 0000201780

ACCESS DOOR 0 0 0 0 00030000

REINF. PLT. 0 0 0 0 00009000

Total: 0 0 0 0 000301109473789

DOCUMENT NUMBER: 1407970-012 TITLE: TANK FASTENER SCHEDULE PAGE: 1REL:1

11

Note: All brackets located at top of specified ring.

Ring # SheetThick.

Bracket Type BracketQuantity

Vertical BoltLine

Shell Sheet PartNo.

RING # : 1 4 2V 256050-0100Y-BRKT0.099'' (2.5mm)

RING # : 2 4 2V 256050-0100Y-BRKT0.099'' (2.5mm)

RING # : 3 0 2V 256050-0100NONE0.099'' (2.5mm)

RING # : 4 2 2V 256050-1200Y-BRKT0.132'' (3.4mm)

RING # : 5 2 2V 256050-0500Y-BRKT0.164'' (4.2mm)

FND. : 2 3V See fnd. parts listY-BRKT0.197'' (5.0mm)

DOCUMENT NUMBER: 1407970-013 TITLE: TANK SCHEMATIC PAGE: 1REL:1

Ring are identified from top of tank to foundation

12

Item Quantity Part No. Description

- 1 1407970-001 TANK ASSEMBLY

1 1 1407970-002 FOUNDATION ASSEMBLY

2 1 266146J2300 ROOF CAP

3 26 251462J2200 ROOF PANEL, WHITE

4 1 266112J2206 ROOF PANEL W/MANWAY C-OUT, WHITE

5 26 253911J2200 ROOF KNUCKLE, WHITE

6 1 266111J2206 ROOF KNUCKLE W/MANWAY C-OUT, WHITE

7

8 54 263156-001 PLASTIC ENCAPSULATED NUT

9 1 255469-000 GRAVITY VENTILATOR

10 1 257993-000 ROOF GUARDRAIL ASSEMBLY

11 1 264391-000 MANWAY PLATFORM ASSEMBLY

12 1 263883-000 ROOF MANWAY ASSEMBLY

13 4 267692-000 EDGE TRIM

14 14 265777-203 SEALER 98, CARTONS (BLACK)

15 1 268476-000 FALL PROTECTION BRACKET

16 1 264082-000 SHORT LADDER ASSEMBLY

17 1 258447-002 LADDER W/CAGE KIT

18 1 264769-000 LADDER DOOR ASSEMBLY

19

20

21 1 277650-000 GASKET, 24"

22 2 266214-1300 REINFORCING PLATE, .197"

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44 3789 262000-001 STRUCTURE BOLT, 1"

45 947 262000-002 STRUCTURE BOLT, 1 1/4"

46 110 262000-003 STRUCTURE BOLT, 1 1/2"

47 30 262000-004 STRUCTURE BOLT, 1 3/4"

48

49

50

51

52

53

54

55

56 4822 252275-000 WASHER, 1/2"

57 4822 262416-001 HEX. NUT, 1/2" HDZ

58

DOCUMENT NUMBER: 1407970-014 TITLE: TANK PARTS LIST PAGE: 1REL:1

13

DOCUMENT NUMBER: 1407970-014 TITLE: TANK PARTS LIST PAGE: 2REL:1

Item Quantity Part No. Description59 4822 081816-000 PROTECTIVE COVER

60 5 264913-000 BUSS BAR

61 1 276534-000 AQUASTORE CP LIT. PACK

62

63 2 266680-100 CATHODIC PROT. SYSTEM - MAG.

64

65

66 3 262778-000 DANGER DECAL

67 2 257249-000 INFORMATION SIGN

68 1 266182-000 NAMEPLATE

69 1 271220-000 OPERATORS MANUAL

70 3 262166-000 IMPORTANT DECAL

71 3 260581-000 TANK MOD. WARNING DECAL

72

73

74 7 260910-000 Y BRACKET ASSY. SET (SHORT)

75

76

77

78

79

80 1 260813-0102 AQUASTORE TRADENAME SHEET

81 1 266216-0502 24" ROUND ACCESS DOOR SHEET

82

83 1 280516-025 24" ACCESS DOOR, NORMAL DUTY, STANDARD (GALV)

84

85

86

87 26 256050-0100 SHELL SHEET 0.099" HSLA

88

89 9 256050-1200 SHELL SHEET 0.132" HSLA

90 8 256050-0500 SHELL SHEET 0.164" HSLA

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

14

Item Quantity Part No. Description

- 1 1407970-002 S.F. FOUNDATION ASSY.

1 9 261718-1300 0.197" FND. SHT. HSLA

2 1 263748K0100 25.0 FT. DIA. FLOOR ASSEMBLY

3

4

5

6

7

8 9 261067-002 TAPERED SPACER

9

10 27 265621-010 ANCHOR BOLT ASSY., 1 1/4"

11 27 261424-000 ANCHOR BOLT CHAIR

12

13 27 261725-010 WASHER, PLATE, 1 1/4"

14

15

16

17

18 4 265777-203 SEALER 98, CARTONS(BLACK)

19

20

21

22

23

24

25

26

27

28

29

30

31

32 693 081816-000 PROTECTIVE COVER [OUTSIDE]

33 45 263156-001 ENCAPSULATED NUT, PLASTIC

34

35

36

37 549 262000-002 STRUCTURE BOLT 1 1/4"

38 144 262000-003 STRUCTURE BOLT 1 1/2"

39

40

41 693 262416-001 HEX NUT, 1/2" HDZ

42 780 252275-000 WASHER, 1/2"

43

44

45 1 266346K0100 CENTER COVER PLATE

46

47

48

49

DOCUMENT NUMBER: 1407970-023 TITLE: FND. PARTS LIST PAGE: 1REL:1

17

BOLT LENGTHS: 1" 1 1/4" 1 1/2" 1 3/4" 2"

25.40 31.75 38.10 44.45 50.80

ANCH. CHAIR 0 0721440

VERTICAL 0 001170

HORIZONTAL 0 0722880

ANCHORRODS

DOCUMENT NUMBER: 1407970-024 TITLE: FND. FASTENER SCHEDULE PAGE: 1REL:1

18

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rela

ting

to a

tank

, mus

tbe

com

men

ced

with

in o

ne y

ear a

fter s

uch

caus

e of

act

ion

accr

ues.

Any

War

rant

y cl

aim

sha

ll be

mad

e to

CS

T St

orag

e in

writ

ing.

Onc

ea

clai

m h

as b

een

mad

e, C

ST

Sto

rage

sha

ll ha

ve t

he r

ight

to

perfo

rm o

n-si

te in

spec

tions

of t

he ta

nk.

If C

ST

Stor

age

choo

ses

todo

repa

ir w

ork

(whi

ch, f

or p

urpo

ses

of th

is p

arag

raph

, sha

ll in

clud

ere

pairi

ng o

r re

plac

ing

defe

ctiv

e pa

rts)

on th

e ta

nk, C

ST

Stor

age

shal

l be

gran

ted

perm

issi

on to

per

form

suc

h w

ork

with

its o

wn

serv

ice

pers

onne

l or

per

sonn

el o

fot

hers

, an

d un

der

nonu

nion

con

ditio

nsun

less

CS

T St

orag

e ot

herw

ise

agre

es.

Any

rep

airs

mad

e to

a ta

nk b

efor

eC

ST

Stor

age

is n

otifi

ed o

f a c

laim

shal

l be

at th

e O

wne

r's e

xpen

se.

Pre

para

tion

for

insp

ectio

n or

rep

air

of

a t

an

k (s

uch

as

rem

ovi

ng

th

e c

on

ten

ts a

nd

obst

ruct

ive

equi

pmen

t in

the

tank

)sh

all b

e th

e so

le re

spon

sibi

lity

and

expe

nse

of O

wne

r. P

repa

ratio

n of

the

tank

for

use

afte

r re

pair

shal

l be

the

sole

res

pons

ibili

ty a

nd e

xpen

se o

fth

e O

wne

r.

Dis

clai

mer

sE

XC

EPT

FO

R T

HE

LIM

ITE

D W

AR

RA

NTY

SE

T FO

RTH

AB

OV

E,

TH

ER

E A

RE

NO

UN

DE

RS

TAN

DIN

GS

, A

GR

EE

ME

NT

S,

RE

PR

ESE

NTA

TIO

NS

OR

WA

RR

AN

TIE

S, E

ITH

ER

EX

PR

ESS

OR

IMP

LIE

D,

RE

SP

EC

TIN

G T

HE

AQ

UA

STO

RE

BR

AN

D L

IQU

IDS

TOR

AG

E TA

NK

CS

T S

TOR

AG

E E

XPR

ESS

LY D

ISC

LAIM

S TH

EIM

PLI

ED

WA

RR

AN

TIE

S O

F M

ER

CH

AN

TAB

ILIT

Y A

ND

FIT

NE

SS

FOR

A P

ARTI

CU

LAR

PU

RP

OS

E.

The

CS

T St

orag

e A

utho

rized

Dea

lers

are

inde

pend

ent c

ontra

ctor

san

d ar

e no

t age

nts

or e

mpl

oyee

s of

CS

T St

orag

e. N

o st

atem

ent

by a

ny C

ST

Sto

rage

Aut

hori

zed

Dea

ler

or a

ny C

ST

Sto

rage

empl

oyee

sha

ll co

nsti

tute

an

unde

rsta

ndin

g, a

gree

men

t,re

pres

enta

tion

or w

arra

nty

by C

ST

Stor

age.

CS

T St

orag

e m

akes

no w

arra

nty

with

resp

ect t

o go

ods

man

ufac

ture

d by

oth

ers,

eve

n if

sold

by

a C

ST

Stor

age

Auth

oriz

ed D

eale

r.

This

Lim

ited

War

rant

y an

d re

late

d lim

itatio

ns a

nd d

iscl

aim

ers

cann

ot b

e m

odifi

ed o

r am

ende

d by

a C

ST

Stor

age

Aut

horiz

edD

eale

r, an

d ca

n be

mod

ified

or a

men

ded

only

by

writ

ten

docu

men

tsi

gned

by

an a

utho

rized

CS

T St

orag

e em

ploy

ee.

Aqua

stor

e is

the

regi

ster

ed tr

adem

ark

of C

ST S

tora

ge©

Cop

yrig

ht 2

011

CS

T St

orag

e

Prin

ted

in U

.S.A

.C

ST

P/N

267

233-

000

Rel

. 3 E

CN

110

05

19

Memoria de Calculo. 1407970_r1

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Transcript of Memoria de Calculo. 1407970_r1