memorias de calculo y diseño ciudad victoria 10,000m3 ecapag (2)

8/10/2019 Memorias de Calculo y Diseo Ciudad Victoria 10,000m3 ECAPAG (2)

1/26

30 30 301

30 30 302

30 28 303

30 24 304

30 22 305

30 20 306

28 20 287

CourseBeing Lifted

08 Jack System WindVelocity


Model 18 Jack System Wind Velocity

JACK LOAD ANALYSIS

MIP No.:

Model:

8112593

115 37

CONDITIONS:

> Tank is ground supported.

> Wind speed is determined at 33 feet above the tank floor.> A jack is positioned at each vertical seam.

Note:

the designated structure course may be lifted.

The values listed above indicate the maximum wind velocities (MPH) at which

This information is proprietary to

CST Storage and shall not be used nor

reproduced without the express written consent of the Company.

All Rights Reserved 2011, CST Storage.


2/26

CourseBeing Lifted



Model 18 Jack System Wind Velocity

JACK LOAD ANALYSIS

MIP No.:

Model:

8112593

115 37

30 * 30130 * 302

30 * 303

30 * 304

30 * 305

30 * 306

28 * 287

The values listed above indicate the maximum wind velocities (MPH) at which

the designated structure course may be lifted.

CONDITIONS:

> Tank is ground supported.> Wind speed is determined at 33 feet above the tank floor.

> A jack is positioned at alternate vertical seams.

Note: This information is proprietary to

CST Storage and shall not be used nor

reproduced without the express written consent of the Company.

All Rights Reserved 2011, CST Storage.

> A strut is positioned at each vertical seam.


3/26

Project Name:

Project Location:

GUAYAQUIL ECAPAGCIUDAD VICTORIA10,000M3

GUAYAQUIL, ECUADOR

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 panel interior coating:

Vitrium fused glass with Edgecoat process

Shell panel exterior coating:

Fused glass

Shell Exterior Color:

Roof Exterior Color:

Date:

8112593

1

Cobalt Blue

N/A

December 16, 2011

EQuote # 8112593 rev. 2

Construction Method: Jack

Submitted by: Date: Date: Expires:

Date:

This document consists of ______ pages.

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

115' diameter (nom.) x 37' high (nom.) Model 11537

Short Starter Foundation

24

12/20/11


4/26

Tank Project Drawing Index

Document Number Document Title

8112593-001 Tank Drawing

8112593-010 Tank Calculations & Design Formulas

8112593-011 Tank General Notes

8112593-012 Tank Fastener Schedule

8112593-013 Tank Schematic

8112593-014 Tank Parts List

Foundation Project Index

8112593-002 Short Starter Foundation Drawing

8112593-003 Anchor Bolt & Leveling Plate Placement

8112593-020 Foundation Calculations

8112593-021 Foundation General Notes

8112593-022 Foundation Concrete and Gravel Schedule

8112593-023 Foundation Parts List

8112593-024 Foundation Fastener Schedule

8112593-025 Manufacturers Warranty


5/26


6/26

REL.:

DATE:

BY:

1

December 16, 2011

RA

DOCUMENT NUMBER: 8112593-010 TITLE: TANK CALCULATIONS PAGE:

SUMMARY OF TANK DESIGN INPUT DATA

STRUCTURE MODEL 115 37

FOUNDATION TYPE Short Starter

SPECIFIC GRAVITY 1.000

H/V PRESSURE RATIO 1.000

FREEBOARD 6.000 in 152.400 mmROOF TYPE Temcor Aluminium Dome

ROOF WEIGHT 2.300 psf 11.229 kg/m2

SC ROOF HEIGHT 0.000 in 0.000 mm

DC ROOF PROJ AREA 1443.300 sq ft 134.087 sq m

DC ROOF CENTROID 89.100 in 2263.140 mm

TOTAL ROOF HEIGHT 219.372 in 5572.049 mm

ROOF SNOW LOAD 15.000 psf 0.718 kPa

WIND DESIGN ASCE 7-05/ESPCI*(5.82 psf)*

EXPOSURE FACTOR B

IMPORTANCE FACTOR 1.000

WIND SPEED 80.000 mph 36.000 m/s

WIND STIFFENER ANALYSIS ASCE 7-05/ESPCI*(5.82 psf)*

SEISMIC DESIGN AWWA D103 97 (EFFECTIVE MASS)

SEISMIC ZONE 4

USE FACTOR, I 1.000

SITE AMPLIFICATION FACTOR 1.000

ALLOWABLES USED ESPCI

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

CONCRETE IN FNDN 0.000 in 0.000 mm

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

TOTAL FNDN THICKNESS 0.000 in 0.000 mm

SHEET DENSITY 590.000 pcf 9451 kg/m3

STEEL ELASTIC MODULUS 30000000 psi 206843 MPa

CONCRETE DENSITY 0 pcf 0 kg/m3

NET SHEET WIDTH 105.462 in 2679.000 mm

NET STANDARD SHEET HT. 54.990 in 1397.000 mm

OTHER STANDARD SHEET HT. 44.415 in 1128.000 mm

STARTER PANEL HEIGHT 10.170 in 258.000 mm

INVENTORY USED wse(1121)


7/26


115 37 AQUASTORE STRUCTURE DESIGN SUMMARY (41 FULL LENGTH SHEETS PER RING/COURSE)

COURSENUMBER

THICKIn.

THICK mm GEOMCODE

MATCODE

LIMITINGFACTOR(S)

1 0.132 3.4 1201 2 [21, 38]

2 0.164 4.2 1201 2 []

3 0.197 5.0 1201 2 [15]

4 0.228 5.8 1301 2 [15]

5 0.293 7.4 1301 2 [17, 15]

6 0.322 8.2 1301 2 [15]

7 0.354 9.0 1401 2 [17, 15, 45]

8 0.438 11.1 1504 2 [15]

FND 0.5 12.7 5520 2 []

WIND STIFFENERS REQUIRED:

NONE

STRUCTURE DIAMETER 114.70 ft 34959.38 mm=

HEIGHT OF STRUCTURE TO EAVE 36.71 ft 11189.08 mm=

SLOSHING WAVE HEIGHT 1.23 ft 375.83 mm=

VOLUME OF STRUCTURE TO EAVE 379286 cu ft 10740 m3=

VOLUME OF CONTENTS 374120 cu ft 10594 m3=

VOLUME OF CONTENTS 2798612 gal 10593898 L=

VOLUME OF CONCRETE FND. 0 cu ft 0 m3=

WEIGHT OF EMPTY CYLINDER ABOVE FLOOR 173429 lb 78666 kg=

WEIGHT OF ROOF 23764 lb 10779 kg=

SNOW (LIVE) LOAD 154981 lb 70298 kg=

WEIGHT OF CONTENTS 23345086 lb 10589144 kg=

FOUNDATION WEIGHT 0 lb 0 kg=

TOTAL WEIGHT ON FOOTING 23697260 lb 10748888 kg=

WIND SHEAR AT TOP OF FOOTING 32879 lb 146255 N=

WIND MOMENT AT TOP OF FOOTING 819877 ft-lb 1112 kN-m=

SEISMIC SHEAR AT TOP OF FOOTING 2293381 lb 10201468 N=

SEISMIC MOMENT AT TOP OF FOOTING 33561457 ft-lb 45509 kN-m=


8/26


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

CourseNumber

Depth(ft)

Press(PSI)

NetTensile

AllowableTensile

HoleBearing

AllowableBearing

BoltShear

AllowableShear

1 4.2 1.8 12821 31594 19905 67500 6691 30000

2 8.7 3.8 21671 31594 33644 67500 14051 30000

3 13.3 5.8 27491 31594 42680 67500 21411 30000

4 17.9 7.8 28717 31010 41561 67500 24130 30000

5 22.5 9.7 28063 31010 40614 67500 30303 40000

6 27.1 11.7 30737 31010 44484 67500 36476 40000

7 31.7 13.7 31505 31949 35772 67500 32247 40000

8 35.4 15.3 28391 32743 24583 67500 27418 40000

FND 36.2 15.7 25510 32754 21992 67500 28001 40000

AXIAL STRESS ANALYSIS

CourseNumber

AxialCompressive

AllowableCompressive

HoleBearing

AllowableBearing

BoltShear

AllowableShear

---- STRESS-PSI ----

1 332 381 3334 67500 1121 30000

2 286 473 2872 67500 1199 30000

3 257 567 2580 67500 1294 30000

4 241 655 2417 67500 1404 30000

5 206 839 2070 67500 1544 40000

6 206 921 2072 67500 1699 40000

7 206 1011 2073 67500 1869 40000

8 182 1246 1828 67500 2039 40000

FND 163 1418 1636 67500 2083 40000


9/26


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

CourseNumber

HoleBearing

AllowableBearing

BoltShear

AllowableShear

AxialComp

WindBending

TotalComp

AllowableComp

1 60 7 67 508 673 90000 226 40000

2 67 8 76 630 760 90000 317 40000

3 75 10 85 756 852 90000 427 40000

4 83 12 95 874 956 90000 555 40000

5 84 12 96 1119 960 90000 717 53333

6 95 14 109 1228 1092 90000 895 53333

7 105 15 121 1348 1211 90000 1092 53333

8 100 15 115 1661 1152 90000 1285 53333

FND 91 13 104 1891 1049 90000 1335 53333

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

CourseNumber

AxialComp

SeismicBending

TotalComp

AllowableComp

HoleBearing

AllowableBearing

BoltShear

AllowableShear

1 60 5 66 508 662 90000 222 40000

2 67 30 98 630 979 90000 409 40000

3 75 82 157 756 1577 90000 791 40000

4 83 165 248 874 2491 90000 1446 40000

5 84 244 328 1119 3296 90000 2459 53333

6 95 375 470 1228 4719 90000 3869 53333

7 105 528 633 1348 6354 90000 5728 53333

8 100 579 679 1661 6820 90000 7606 53333

FND 91 541 632 1891 6352 90000 8087 53333


10/26


1 3776 16597 42125

2 5921 27592 42125

3 6936 34427 42125

4 7398 36115 41347

5 6603 34666 41347

6 6561 37298 41347

7 6278 37783 42599

8 5165 33556 43658

FND 4531 30042 43672

CourseNumber

AllowableTensile

Hydro-DynamicHoop

TotalHoop

---- STRESS-PSI ----

SEISMIC STRESS ANALYSIS CONTINUED


11/26

DOCUMENT NUMBER: 8112593-011 TITLE: TANK GENERAL NOTES PAGE:REL:1 1

TANK DESIGN SPECIFICATIONS

This tank is designed in accordance with the ESPCISpecification.See page 1 of Document 8112593-010 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 SPECIFICATIONSStructure 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 PENETRATIONSAll 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 SPECIFICATIONS

The ladder system is manufactured in compliance with AWWA Standard D103 Section 5.4. In addition,

the tank ladder side rails are fabricated from 6061-T6 aluminum while the ladder rungs are fabricated

from 6061-T4 aluminum.


12/26

DOCUMENT NUMBER: 8112593-011 TITLE: TANK GENERAL NOTES PAGE: 2REL:1

CATHODIC PROTECTION SPECIFICATIONS

This tank is equipped with a cathodic protection system conforming to NACE RP0196-2004. 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 4000 - 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.


13/26

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.

SEAM Wide H 1 0 0 0 0 0004921266120SEAM V 1 0 0 0 0 0000002009

SEAM Wide H 2 0 0 0 0 000009020

SEAM V 2 0 0 0 0 0000020910

SEAM Wide H 3 0 0 0 0 0000828200

SEAM V 3 0 0 0 0 0000020910

SEAM Wide H 4 0 0 0 0 0000868160

SEAM V 4 0 0 0 0 0000024190

SEAM Wide H 5 0 0 0 0 0008228180

SEAM V 5 0 0 0 0 0000241900

SEAM Wide H 6 0 0 0 0 0008481800

SEAM V 6 0 0 0 0 0000241900

SEAM Wide H 7 0 0 0 0 00123077900

SEAM V 7 0 0 0 0 0003239000

SEAM Wide H 8 0 0 0 0 00123779000

SEAM V 8 0 0 0 0 0003403000

SEAM Fnd. H 9 123 0 0 0 002777000

ACCESS DOOR 0 0 0 0 0000000

REINF. PLT. 0 0 0 0 0000000

Total: 123 0 0 0 0024888566731105692009

DOCUMENT NUMBER: 8112593-012 TITLE: TANK FASTENER SCHEDULE PAGE: 1REL:1


14/26

Note: All brackets located at top of specified ring.

Ring # SheetThick.

Bracket Type BracketQuantity

Vertical BoltLine

Shell Sheet PartNo.

RING # : 1 2 2V 260690-1200BRKT0.132'' (3.4mm)

Use tapered spacer at top horizontal seam

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

RING # : 3 0 2V 256050-1300NONE0.197'' (5.0mm)

RING # : 4 4 3V 261016-1400BRKT0.228'' (5.8mm)

Use 41 tapered insert(s) at this horizontal seam

RING # : 5 2 3V 261016-1500BRKT0.293'' (7.4mm)

RING # : 6 2 3V 261016-1600BRKT0.322'' (8.2mm)

RING # : 7 0 4V 262120-1700NONE0.354'' (9.0mm)


RING # :8 (44 inch) 2 5V 268529-2600BRKT0.438'' (11.1mm)


FND. : 2 5V See fnd. parts listBRKT0.5'' (12.7mm)

DOCUMENT NUMBER: 8112593-013 TITLE: TANK SCHEMATIC PAGE: 1REL:1

Ring are identified from top of tank to foundation


15/26

Item Quantity Part No. Description

- 1 8112593-001 TANK ASSEMBLY

1 1 8112593-002 FOUNDATION ASSEMBLY

2

3

4

5

6

7

8

9

10

11

12

13

14 85 265777-203 SEALER 98, CARTONS (BLACK)

15

16 1 264082-000 SHORT LADDER ASSEMBLY

17 1 258446-001 LADDER W/CAGE, W/PLATFORM

18 1 264769-000 LADDER DOOR ASSEMBLY

19

20

21 1 277650-000 GASKET, 24"

22 1 271272-1300 REINFORCING PLATE, .197"

23

24

25

26

27 41 261256-115 STIFFENER ANGLE

28 41 260577-005 SPLICE ANGLE

29 41 084373-000 TAPERED SPACER

30 123 084374-000 TAPERED INSERT

3132

33

34

35

36

37

38

39

40

41

42

43

44 2009 262000-001 STRUCTURE BOLT, 1"

45 10569 262000-002 STRUCTURE BOLT, 1 1/4"

46 6731 262000-003 STRUCTURE BOLT, 1 1/2"

47 8856 262000-004 STRUCTURE BOLT, 1 3/4"

48 248 262000-006 STRUCTURE BOLT, 2"

49 123 262000-007 STRUCTURE BOLT, 2 1/4"

50

51

52

53

54

55

56 28536 252275-000 WASHER, 1/2"57 28536 262416-001 HEX. NUT, 1/2" HDZ

58

DOCUMENT NUMBER: 8112593-014 TITLE: TANK PARTS LIST PAGE: 1REL:1


16/26


DOCUMENT NUMBER: 8112593-014 TITLE: TANK PARTS LIST PAGE: 2REL:1

59 28536 081816-000 PROTECTIVE COVER

60 8 264913-000 BUSS BAR

61 1 276534-000 AQUASTORE CP LIT. PACK

62

63 13 266680-000 CATHODIC PROT. SYSTEM - MAG.

64

65

66 2 262778-002 DANGER DECAL

67 1 257249-002 INFORMATION SIGN

68 1 266182-000 NAMEPLATE

69 1 271220-002 OPERATORS MANUAL

70 3 262166-002 IMPORTANT DECAL

71 3 260581-002 TANK MOD. WARNING DECAL

72

73 8 268364-000 LADDER BRACKET ASSY. (LONG)

74

75

76

77

78

7980 1 260813-1204 AQUASTORE TRADENAME SHEET

81 1 271273-2650 24" ROUND ACCESS DOOR SHEET

82 40 260690-1200 TOP RING SHEET

83 1 271268-120 24" ACCESS DOOR

84

85

86

87

88

89

90 41 256050-0500 SHELL SHEET 0.164" HSLA

91 41 256050-1300 SHELL SHEET 0.197" HSLA

92 41 261016-1400 SHELL SHEET 0.228" HSLA

93

94 41 261016-1500 SHELL SHEET 0.293" HSLA

95 41 261016-1600 SHELL SHEET 0.322" HSLA

96 41 262120-1700 SHELL SHEET 0.354" HSLA

97

98

99 40 268529-2600 SHELL SHEET 0.438" HSLA

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116117

118


17/26


18/26


19/26

TANK DESIGNATION: 8112593 Rel 1 Engineer: TSM 12/19/2011

INPUT:

Tank Diameter (ft): 114.70 Design per: ACI 318-05

Contents Height (ft): 36.21 Tank Type: Embedded

Slab Thickness (in): 7 Embedded sheet thickness (in): 0.5

Slab O.D. (ft): 117.25 Embedment depth (in): 6.75Foundation Depth (in): 12

Footer Depth (in): 15

Footer Width (in): 27 Self or Center Supported Roof : Self

Allowable soil pressure (psf) 3,000 Specific Gravity of Contents: 1.00

Wind Shear (lbs): 32879 Subgrade Modulus - ks (pci): 83

Wind Moment (ft-lb): 819,877 Coeff. Active pressure - Ka: 0.3

Seismic Shear (lbs): 2293381 Concrete strength - f'c (psi): 3,000

Seismic Moment (ft-lb): 33,561,457 Yield strength of steel - f y (ksi): 60

Sloshing Wave Height (ft): 1.23

Weight of Tank (lbs): 173,429

Weight of Roof (lbs): 23,764

Snow Load (psf): 15

17


20/26

TANK DESIGNATION: 8112593 Rel 1 Engineer: TSM 12/19/2011

RESULTS:

Soil Pressure:

dead plus live load: 2663 psf


21/26

Minimum guidelines and specifications are given below. The owner or the owner's designated agent

may amend or modify these guidelines and specifications, but in no case shall the requirements be

less than those given below

SITEWORK

1. Clear the site of all vegetation, organic materials, rubbish, debris, and other foreign or

objectionable materials above the ground surface. Remove all stumps, large roots, buried

logs, and other objectionable materials below the ground surface.

2. Soil beneath the entire tank shall have a minimum bearing capacity of 3000 PSF (143641

Pa) and shall be suitable in all respects to properly support the tank as determined by a

qualified professional retained by the owner or the owner's designated agent.

3. Compact the subsoil to site specifications.

4. Orientation of connecting piping shall be established in the field.

5. Place all underground piping. Backfill and compact to site specifications. Inlet/outlet piping

may penetrate ring walls provided the hole size is less than or equal to one half the wall

height; all details of reinforcement cushioning needs, thrust blocks, and encasement shall

be provided by others. Otherwise, all piping must pass beneath the footing unless the

footing/foundation system has been designed and fully detailed by others to accommodate

both a pipe passing through it and the proper transfer of tank loads to the supporting soil.

6. If conditions exist which require footing and/or floor design details differing from those

own Engineering Department.

shown on the drawings herein, such new design and details shall be provided by the

owner or the owner's designated agent. CST Storage can not

show details on its drawings other than those derived as a result of the design efforts of its

DOCUMENT NUMBER: 8112593-021 TITLE: FND. GENERAL NOTES PAGE: 1REL:1

See Tank Foundation Design Input Data Sheet for foundation design data.

FOUNDATION DESIGN


22/26

Concrete work shall conform to the requirements of ACI 301-05, published by the American Concrete

Institute, Farmington Hills, Michigan, except as modified by the supplemental requirements noted

below.

CONCRETE WORK

1. Concrete shall attain an ultimate 28 day compressive strength of 3000 PSI ( 20684 KPa).

2. Reinforcing bars shall conform to ASTM A615, grade 60. Welding of bars is not permitted.

Field bending of partially embedded reinforcing bars shall conform to Section 3.3.2.8.

3. Cement shall conform to ASTM C150, Type I or Type II with air entraining admixture per

4. Maximum aggregate size shall be 1 1/2" (38 mm). Fine and coarse aggregate shall

ASTM C260 added at the mixer to achieve 4-6% by volume of entrained air at the point of

concrete placement.

conform to ASTM C33, and the restrictions on reactive materials specified in ASTM C33,

paragraphs 7.3 and 11.2, shall apply.

5. Ready mixed concrete shall conform to ASTM C94, Option A. The supplier shall be

responsible for determining the proportions used in the concrete mix.

6. Earth cuts may be used as formwork for footings only, provided the footing depth does not

exceed 48" (1219 mm).

7. Finished surfaces

8. The following sections of ACI 301-05 do not apply:

A. Rough form finish is acceptable for vertical surfaces.

B. Floated finish is required for the floor surface.

7 - Lightweight Concrete

8 - Mass Concrete

9 - Prestressed Concrete

10 - Shrinkage-compensating Concrete

6 - Architectural Concrete

DOCUMENT NUMBER: 8112593-021 TITLE: FND. GENERAL NOTES PAGE: 2REL:1


23/26

These materials are to be furnished by the builder. Quantities are estimated.

CONCRETE IN FLOOR:-

Per 7'' depth (177.8 mm) 248.1 cu. yds 189.7 m3

CONCRETE IN FOOTING:-

Per 1'' depth (25.4 mm) 2.5 cu. yds 1.9 m3

CONCRETE AND GRAVEL REQUIREMENTS:

DOCUMENT NUMBER: 8112593-022 TITLE: Foundation Concrete and Gravel Sched. PAGE: 1REL:1


24/26


- 1 8112593-002 SS FOUNDATION ASSEMBLY

1 41 268552-2700 0.5" FND. SHT. HSLA

2 41 257573-115 FOUNDATION ANGLE

3 41 273882-001 SPLICE ANGLE

4 82 261067-004 TAPERED SPACER

5

6

7

8

9

10 164 013713-003 FOUNDATION BOLT, 3/4"

11 328 013542-005 WASHER,STD., 3/4"

12 328 013543-006 HEX. NUT, 3/4"

13 82 257516-000 LEVELING PLATE

14

15 82 019030-000 ANCHOR ROD, 1/2"

16

17 42 252488-000 SEAL STRIP

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

19

20 22 266030-000 BENTONITE SEAL STRIP

21

22 2 253730-002 SEALER PRIMER

23

24

25

26

27

28

29

30

3132 861 081816-000 PROTECTIVE COVER

33

34 82 017500-086 CAP SCREW 1/2" X 1 3/4"

35

36

37

38 615 262000-003 STRUCTURE BOLT 1 1/2"

39 1353 262000-004 STRUCTURE BOLT 1 3/4"

40 123 262000-006 STRUCTURE BOLT 2"

41 2337 262416-001 HEX NUT, 1/2" HDZ

42 2419 252275-000 WASHER, 1/2"

43

44

45

46

47

48

49

DOCUMENT NUMBER: 8112593-023 TITLE: FND. PARTS LIST PAGE: 1REL:1


25/26

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

25.40 31.75 38.10 44.45 50.80

VERTICAL 1189 0 82000

HORIZONTAL 164 12361500

ANCHORRODS

DOCUMENT NUMBER: 8112593-024 TITLE: FND. FASTENER SCHEDULE PAGE: 1REL:1


26/26

memorias de calculo y diseño ciudad victoria 10,000m3 ecapag (2)

Documents