G-40B Submittal Review Comments

7/18/2019 G-40B Submittal Review Comments

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Transmittal No. G - 40 REV

Contractor: Garney Companies, Inc.

200 Crutchfield Ave Phone: 615-350-7975

Nashville, TN 37210 Fax: 615-350-6067

Project: Logan CSO Interceptor Project: Contract #350,941 Date: 13-Jul-15

Louisville and Jefferson County Metropolitan Sewer District

To: Mr. William Marshal - MSD Ref: New Submittal

700 West Liberty Street X Resubmittal

Louisville, KY 40203

CC: Mr. Mike Rudisell - HDR

We Are Sending: Submitted For: Action Taken:

x Shop Drawings X Approval Approved as Submitted

Letter Your Use Approved as Noted

Prints As Requested Returned After Loan

Change Order Review and Comment Resubmit

Plans Submit

X Samples: Provided on 7/16/15 Sent Via: Returned

Specifications X Attached Returned for Corrections

Other: Separate Cover Via: Due Date: 27-Jul-15

Submittal Type: X Shop Drawing Administrative Sample

Quality Control Contract Closeout "Or Equal"/Substitute

The Following Items are Hereby Submitted:

Spec.

Section Qty

G - 40 REV 6.74.14 DIG X

Jordan Carrier Date

Engineer's Stamp/Comments

Submittal No. Description

Contains Variation

to Specifications

Yes No

Frame, Grating, and Handrail

Contractor's Stamp

The undersigned certifies that review and verification of

products required as described by the attached submittal,

including necessary field dimensions and coordination with

adjacent construction work, is in accordance with the

requirements of the Work and the Contract Documents.

13-Jul-15

A. FURNISH AS SUBMITTED

B. FURNISH AS NOTED

C. REVISE AND RESUBMIT

D. REJECTED

E. ENGINEER'S REVIEW NOT REQUIRED

The Engineer’s review is only for conformance with the designconcept of the Project and compliance with the information givenin the Contract Documents. Any and all markings noted by theEngineer shall not relieve the Contractor from compliance withhe Contract Documents, nor allow departures therefrom. The



SUBMITTAL REVIEW COMMENT FORM

Louisville MSD Logan Street Interceptor, Contract No. 350941

SUBMITTAL NO.: G-40B_REV2 DATE: 8/7/2015

REVIEWER: Michael T. Rudisell, PE

DESCRIPTION: FRP Grating, Framing, and Handrail for CSO Control Structures (Revision 2)

SUBMITTAL TYPE: SHOP DRAWING SAMPLE INFORMATION

A. FURNISH AS SUBMITTED / NO EXCEPTIONS TAKEN B. FURNISH AS NOTED / NOTE MARKINGS

C. REVISE AND RESUBMIT (RESUBMITTAL REQUIRED) D. REJECTED

E. ENGINEER REVIEW NOT REQUIRED

NO. COMMENT DISPOSITION

1

FRP Grating, Framing, and Handrail for CSO Control Structures (Revision 2)

1. For CSO097, the gate is shown on the wrong side of the Structure. The 24"gate should be located on the 5'-0" side (not 7'-0" side). Revise platformconfiguration. See Sheet C-38 and reference gate shop drawings. Also, thetop of grating shall be installed 4'-0" below the bottom of the concrete topslab. There should be approx. 4-foot clear height. This applies to CSO097only. Resubmit this revised drawing under separate cover forreview/approval.

2. Contractor shall coordinate FRP framing, grating, and railing with gateframes, actuators, conduits, MH steps, etc. to avoid interferences. Referencegate shop drawings to ensure the width of the electric actuators has adequateclearance in all structures. All platforms shall be installed 7’-0” below thebottom of the top slab to provide 7-foot clear height (except CSO097).

B



August 4th

, 2015

Michael T. Rudisell, P.E.

Subject: Response to Engineer’s Comments

Project: Louisville MSD Logan Street Interceptor

Dear Michael,

Following is the response to the comments you made on Heumann Environmental Company’s submittal package revision A:

1. See red markups on submittal for additional comments to be addressed in the re-

submittal. Provide additional items for record..

RESPONSE: All markups have been addressed on this re-submittal packet.

2. Define the resin to be used for the framing and handrail, VEFR-20 or VEFR-10?RESPONSE: Resin has been defined since resubmittal packet Rev B; and it defined again

as VEFR-20

3. Similar to original submittal, provide the manufacturer’s published literature

including: product data sheets, structural design data, structural properties data,

grating load/deflection tables, corrosion resistance tables, ISO certificates of compliance, test reports, and design calculations for grates and support systems.RESPONSE: All above mentioned items have been included on this re-submittal packet.

See Annex# 1 for chemical resistance tables.

4. Provide load tables/calculations for the grating based on the size and type being

furnished for the project. Deflection shall not exceed 1/8” at a pedestrian loading of

300psf. Verify.

RESPONSE: Confirmed. See grating verification and load tables for grating.

5. Manufacturer shall provide proof of certification from ISO and at least two other

quality assurance programs for its facilities or products (UL, DNV, ABS, USCG,

and AARR). Confirm.RESPONSE: Complied. See Annexes 2, 3 and 4 for quality assurance program



7. Coordinate FRP framing, grating, and railing with gate frames, actuators, conduits,MH steps, etc. to avoid interferences.RESPONSE: Contractor to coordinate and markup any additional required penetrations

on grating or changes in handrail layout prior to release for fabrication.

8. Provide a detail for the hinges 30”x30” access grating section.

RESPONSE: Hinge locations, details, and attachment method have been added toapproval drawings.

9. For CSO148, the gate is shown on the wrong side of the Structure. See Sheet C-33.

Revise platform configuration.

RESPONSE: Grating, handrail, and supports layout have been revised to show the gateon the west side of the structure.

10. Due to headroom/clearance issues, no platform is required for CSO097.

RESPONSE: Platform for CSO-097 has been deleted from the project.

11. Per RFI#16, the Contractor requested that this structure be enlarged. However,

after the Engineer's review, it was recommended for this structure to remain as 6-

foot diameter. Therefore, these platforms dimensions should be acceptable.

Contractor shall confirm.RESPONSE: Acknowledged, no action taken.

Feel free to get in touch if you have any further questions or comments.

Best Regards,

melkin Lozano

Project Manager

Delta Composites, LLCTEL: 281-907-0619FAX: 281-907-0323Email: [email protected]

Drawing for CSO-097 included per the request of MSD in the progress meeting on 7/16/15

To be re-submitted

under separate cover



CALCULATIONS

PACKAGE

FRP GRATING, HANDRAIL SYSTEMAND SUPPORTSHeumann Environmental Company, LLC (BADD)

Logan CSO Interceptor Platforms

Louisville, MO

DELTA PROJECT# 17134

TO BE SUBMITTED WITH

APPROVAL DRAWINGS REV D



FRP GRATING

PRODUCT DATA & LOAD/

DEFLECTION VERIFICATION



DeltaGrate® HS

High Strength Molded Grating



Delta Composites DeltaGrateTM HS Molded Fiberglass Grating

(High Strength) was developed for corrosive applications

where light weight, impact resistant, corrosion resistant and

slip resistant grating is a must. DeltaGrateTM HS Molded

Grating is a combination of glass rovings strategically

positioned within thermoset resins to form a one-piece, high

resin content product. DeltaGrateTM HS Molded Fiberglass

Grating is a better alternative to traditional steel grating

products.

Qualit y Manufact ured Product

DeltaGrateTM HS Molded Grating is manufactured to ISO 9002

standards. Every panel of grating is subjected to a number of

quality assurance inspections ensuring void free panels, full

wet-out of the glass rovings,

consistent resin-to-glass

ratios, and consistent non-skidfeatures. Complete

traceability of resin batches

and the glass utilized in every

panel is maintained and can

be provided as needed. U-V

testing, chemical resistance tests, and load capacity and

impact tests are also routinely performed.

Higher Stif fness

DeltaGrateTM HS Molded Grating is manufactured using a

proprietary method enabling a higher percentage of glass

rovings to be introduced into the grating. Conventional

open-top molded gratings are constructed with approximately

25-30% glass content by weight, whereas DeltaGrateTM HS

contains 38% glass content . The corrosion resistance of

fiberglass grating is provided by the resin, and the stiffness is

provided by the glass. Possessing a higher glass content

results in a stif fer fiberglass grating. As a result, DeltaGrateTM

HS is 15-20% stiffer than the gratings produced by other

manufacturers of open-top molded fiberglass gratings

without compromising any of the other inherent qualities of

WE CAN VARY GLASS CONTENT PERCENTAGE!!

While DeltaGrateTM HS comes standard with a 38% (average)

glass content by weight, Delta Composites can customize the

glass content to suit the specific application. DeltaGrateTM

can be manufactured with a 43% average glass content

(DeltagrateTM 43), or it can also be manufactured with a 32%

glass content (DeltaGrateTM 32). THESE WILL BE CUSTOM

ORDERS, so please consult Delta Composites for delivery

times.

Chemical Resistance

With approximately 62% resin content, DeltaGrateTM HS

Molded Grating offers superb chemical resistance to a variety

of acids and caustics. DeltaGrateTM HS is offered in an array

of corrosion resistant resins designed for any environment,

from light or moderately corrosive environments to extremely

corrosive applications.

Lightweight

DeltaGrateTM HS 1” molded grating weighs 2.5 psf compared

to 7.5 psf for 1” steel grating. DeltaGrateTM HS 1 1/ 2”

molded grating weighs 3.75 psf compared to 11.5 psf for

1 1/ 2” steel grating. DeltaGrateTM HS weighs 1/ 3 the weight

f

DeltaGrateTM HS Molded Grat ing (High St rength)



Fire Retardancy

All DeltaGrateTM HS Molded Gratings are designed to exhibit

a minimum of a Class 1 flame spread rating when tested in

accordance with ASTM E-84 flame spread rating Tunnel Test

(comparable to UL 723, ANSI/ NFPA No. 255 and UBC

No. 8-1). DeltaGrateTM HS gratings are available in a variety

of resins offering an array of flame spread ratings and

smoke densities, from as low as 4 in flame spread rating

and 1 in smoke density with our molded phenolic grating

product.

Non-Skid & Safet y

DeltaGrateTM HS is available in either a concave meniscus

top or a gritted top. Each offers superior slip resistance to

tradit ional steel grated walking surfaces. Many of our

customers specify our DeltaTreadTM fiberglass stair treads

for their safe, non-skid characteristics alone.

Low Maintenance/Maint enance Free

With resin and pigment blended throughout DeltaGrateTM HS

Molded Grating, the grating will never require painting.

Coupled with our corrosion resistant attachment systems,

Delta Composites provides maintenance-free walkway

systems. You install it and forget about it !

Other Posit ive Features

DeltaGrateTM HS Molded Gratings are also:

• Electrically and thermally non-conductive

• Easy to cut and/ or install

• Ultra-violet resistant

• Provided in a number of grating

thicknesses and panel sizes

• Offers bi-directional strength characteristics

Industries Using Fiberglass Grating

• Offshore & Marine

• Petro-chemical & Refining

• Communications

• Water/Wastewater

• Transportat ion & Transit

• Aerospace

• Automotive

• Pulp & Paper

• Mining

• Metal Plating

• Food & Beverage

• Textile

• Electrical & Power

Generation

• Computer and Hi-tech

• Recreational Water Parks

& Pools

• Zoos and Aquariums

• Military

• Medical

• Shipping

• Many others



Grating Mesh Bars/ ft Panel Sizes Weight % Open

Thickness Description Available (psf) Area

1/ 2” 1 1/ 2” x 1 1/ 2” Square 8 4’ x 8’ 0.8 87%(DeltaScreenTM) 4’ x 12’

1/ 2” 1/ 2” x 1” x 4” Rectangular 12 3’ x 10’ 1.2 68%(DeltaLiteTM) 4’ x 8’

1/ 2” 2” x 2” Square (DeltaLiteTM) 6 4’ x 12’ 1.08 71%

1” 1” x 4” Rectangular 12 3’ x 10’ 2.6 68%

1” 1 1/ 2” x 1 1/ 2” Square 8 3’ x 10’, 4’ x 8’ 2.5 68%4’ x 12’

1-1/ 4” .79” Square (Mini-MeshTM) 16 3.3’ x 9.8’ 3.86 42%(1m x 3m)

Grating Selection

Delta Composites offers both molded and pultruded gratings. The following table provides assistance in selecting the best

grating for the application.

For any applications requiring our pultruded fiberglass gratings, please see the DeltaSpan Pultruded Fiberglass Grating

brochure for additional information.

DeltaGrateTM HS Molded Grating vs. DeltaSpan Pultruded Grating

Characteristic/ Application Square Mesh Molded Grating Pultruded Grating

Chemical Resistance Excellent Good

Bi-directional Strength Excellent Not RecommendedUnidirectional Strength Very Good Excellent

Impact Resistance Excellent Average

Weight Savings versus Metal Excellent Excellent

Open Area (air flow, light penetration) Excellent (70% to 80%) Good (40% to 60%)

Panel Sizes Available Excellent Excellent

Pipe Penetrations Excellent Average

Safety Excellent Excellent

DeltaGrateTM HS Molded Grating Sizes and Specificat ions



Resin Select ion

Delta Composites manufactures molded grating in a variety

of resins, each with its own unique performance

characteristics. The resin selection is paramount in

determining the corrosion resistance of the finished

product. Please consult the Delta Composites Chemical

Resistance Guide for assistance in selecting the proper

resin for your application, or call Delta Composites’ toll-free

telephone number, 866-361-2100 for technical assitance.

Delta Composites’ resin designations are comprised of two

components: the resin type and its ASTM E-84 flame spread

rating.

Type VEFR 20 is a premium vinyl ester resin with a flame

spread rating of 20 or less. Type VEFR-20 resin provides the

most chemical resistant molded product offered in theindustry. Designed to withstand the harshest chemical

environments over a broad range of acids and caustics, it is

primarily used in petrochemical, waste water, mining, and

plating applications where the grating is subject to frequent

and direct contact with harsh chemicals. Type VEFR 10 is

manufactured with the same high-quality vinyl ester resin

but with an enhanced flame spread rating of 10 or less for

those applications requiring more flame resistance, such asan offshore platform. The standard color for the VEFR-20 is

orange, and the standard color for the VEFR-10 is dark gray.

Type IFR 25 is a premium isophthalic polyester resin with a

flame spread rating of 25 or less. Type IFR-25 provides an

intermediate level of chemical resistance and is the correct

resin choice for grating subjected to splash and spill contact

with harsh chemicals, and is a very good general purpose

resin at a reduced cost compared to the premium vinyl

ester resin. Type IFR 10 is the same high quality isophthalic

polyester resin but with an enhanced flame spread rating of

10. The standard color for the IFR-25 is green and the IFR-

10 grating is dark gray

Type CFR 25 is an orthophthalic polyester resin with a flame

spread rating of 25 or less providing moderate chemical

resistance. Delta Composites’ Type CFR-25 grating is

perfect for use in water/ wastewater applications, light

industrial applications, and in the wavezone areas of

offshore platforms where the environment is moderate.

Although Type CFR-25 is the least chemical resistant resin,

it still offers superior performance to tradit ional flooringproducts such as steel, aluminum and wood, and is the

most economical resin available. The standard colors for

the CFR-25 gratings are yellow and dark gray. Type CFR-10,

an orthophthalic polyester resin with an flame spread rating

of 10 is available upon request.

Type MP 4 is Delta Composites’ molded phenolic grating

where fire resistance, low smoke, and low toxic fumes arecrit ical. Tested in accordance with ASTM E-84-97a, Type

MP-4 resin has a flame spread rating of 4 and smoke

density rating of only 1. Our Type MP-4 molded phenolic

grating is typically used in confined spaces, subways,

offshore and other applications where fire resistance and

low smoke generation is absolutely necessary. The

standard color in which the Type MP-4 is available is

chocolate brown, however phenolic painting of the gratingcan be performed to obtain a light gray finish.

Conductive Top Grating: All of Delta Composites

DeltaGrateTM HS Molded Grating products can be provided

with a specially formulated carbon black surface,

eliminating hazardous static electricity when properly

grounded. Available with all of the above resins,

DeltaGrateTM HS Conductive Gratings are primarily used in

the high-tech electronic industries, munitions and arsenal

manufacturing plants and other sparking sensitive

environments where sophisticated equipment may be

damaged due to static electricity. The surface electric

resistance of DeltaGrateTM HS Conductive Grating is



Products

All of Delta Composites’ molded and pultruded fiberglass

gratings are manufactured to ISO 9002 standards. This

certification was achieved in November of 1999 and

coincides with Delta Composites’ mission to offer the

highest quality products and services.

ISO 9002 refers to a series of

documents that provide

international guidelines on quality

management and quality system

elements. ISO 9002 is a quality

assurance model that is used by companies that produce,

inspect, test, install, and service items.

What are t he benefit s of purchasing products

from an ISO 9002 Quality Manufacturer?

• Fewer production mistakes as the result of better

systematic inspection and testing.

• Fewer production mistakes as the result of increased

employee participation, involvement, awareness and

systematic employee training.• Better products resulting from better design control.

• Improved productivity resulting from planning and

teamwork.

• Reduction in costs associated with failures and/ or

production errors.

• Systematic resolution of specification non-conformance

and the incorporation of preventive measures and

corrective action.• Improved communications, both internally and

externally, resulting in improved quality, efficiency,

on-time delivery, and customer/ supplier relations.

• Worldwide recognition of compliance by an unbiased

and respected organization.

ISO 90 02 Cert ifi cat ion for All Fiberglass Grat ing



Installat ion Accessories

INSTALLATION – whenever possible, provide for a minimum of 1-1/ 2” of bearing support at all grating support points.

Holddown clips should be used at the rate of one clip for every 6 ft 2 of grating minimum, or at least 4 clips for any square or

rectangular piece, or at least 3 for a triangular piece.

Grating Hold Down Clips for M olded Products

Type C Type GW

Type S Hilt iTM Fastener

Type W Type M



CHEMICAL TYPE ‘VEFR-20’ TYPE ‘IFR-25’ENVIRONMENT % CONCENTRATION MAX. OPER. TEMP F/ C % CONCENTRATION MAX. OPER. TEMP. F/ C

Acetic Acid 50 180/ 82 50 125/ 52Aluminum Hydroxide 100 180/ 82 100 160/ 71Ammonium Chloride All 210/ 99 All 170/ 77Ammonium Hydroxide 28 100/ 38 28 N/ RAmmonium Bicarbonate 50 160/ 70 15 125/ 52

Ammonium Sulfate ALL 210/ 99 ALL 170/ 77Benzene N/ R N/ R N/ R N/ RBenzoic Acid SAT 210/ 99 SAT 150/ 66Borax SAT 210/ 99 SAT 170/ 77Calaum Carbonate ALL 180/ 82 ALL 170/ 77Calcium Nitrate ALL 210/ 99 ALL 180/ 82Carbon Tetrachloride 100 150/ 65 N/R N/RChlorine, Dry Gas - 210/ 99 - 140/ 60Chlorine Water SAT 200/ 93 SAT 80/ 27Chromic Acid 10 150/ 65 5 70/ 21Citric Acid ALL 210/ 99 ALL 170/ 77Copper Chloride ALL 210/ 99 ALL 170/ 77Copper Cyanide ALL 210/ 99 ALL 170/ 77Copper Nitrate ALL 210/ 99 ALL 170/ 77

Ethanol 50 100/ 38 50 75/ 24Ethylene Glycol 100 200/ 93 100 90/ 32Ferric Cholride ALL 210/ 99 ALL 170/ 77Ferrous Chloride ALL 210/ 99 ALL 170/ 77Formaldehyde ALL 150/ 65 50 75/ 24Gasoline 100 180/ 82 100 80/ 27Glucose 100 210/ 99 100 170/ 77Glycerine 100 210/ 99 100 150/ 66Hydrobromic Acid 50 150/ 65 50 120/ 49Hydrochloric Acid 37 150/ 65 37 75/ 24Hydrogen Peroxide 30 150/ 65 5 100/ 38Lactic Acid ALL 210/ 99 ALL 170/ 77Lithium Chloride SAT 210/ 99 SAT 150/ 66Magnesium Chloride ALL 210/ 99 ALL 170/ 77Magnesium Nitrate ALL 210/ 99 ALL 140/ 60Magnesium Sulfate ALL 210/ 99 ALL 170/ 77Mercuric Chloride 100 210/ 99 100 150/ 66Mercurous Chloride ALL 210/ 99 ALL 140/ 60Nickel Chloride ALL 210/ 99 ALL 170/ 77Nickel Sulfate ALL 210/ 99 ALL 170/ 77Nitric Acid 20 120/ 49 20 70/ 21Oxalic Acid ALL 210/ 99 ALL 75/ 24Perchloric Acid 30 100/ 38 N/R N/RPhosphoric Acid 100 210/ 99 100 120/ 49Potassium Chloride ALL 210/ 99 ALL 170/ 77Potassium Dichromate ALL 210/ 99 ALL 170/ 77Potassum Nitrate ALL 210/ 99 ALL 170/ 77

Potassium Sulfate ALL 210/ 99 ALL 170/ 77Propylene Glycol ALL 210/ 99 ALL 170/ 77Sodium Acetate ALL 210/ 99 ALL 160/ 71Sodium Bisulfate ALL 210/ 99 ALL 170/ 77Sodium Bromide ALL 210/ 99 ALL 170/ 77Sodium Cyanide ALL 210/ 99 ALL 170/ 77Sodium Hydroxide 25 180/ 82 N/R N/RSodium Nitrate ALL 210/ 99 ALL 170/ 77Sodium Sulfate ALL 210/ 99 ALL 170/ 77Stannic Chloride ALL 210/ 99 ALL 160/ 71

Chemical Resistance Guide



S FETY PREC UTIONS -- When cutting DeltaGrateTM HS,

always wear safety glasses or goggles to protect your eyes

and always wear a dust mask to reduce dust inhalation.

Always wear gloves, and it is recommended that a shop

coat with neck and tapered sleeves be worn to prevent skin

irritation. Work in well-lighted and ventilated area. Always

read the MSDS (Material Safety Data Sheet) before cutt ing

and sealing DeltaGrateTM HSGrating. Always provide firm

support of the grating panels to prevent shift ing, and the

use of sawhorses and other supports will help to prevent

common back injuries. Cutt ing of DeltaGrateTM Grating will

produce dust -- this dust in non-carcinogenic but may cause

some skin irritation.

CUTTING GRIDW LK -- Depending on the amount (linear

feet) of grating to be cut, and the type of cutting required,i.e., straight cuts or circular cuts, a variety of field and shop

tools can be used such as an abrasive coated metal blade,

or a standard bimetal blade or a hacksaw with a blade

with a similar tooth pattern as the bimetal blade.

For making straight cuts, the following equipment is

recommended:

• Panel saw*

• Circular saw*

• Table saw*

• Radial arm saw*

• Reciprocating saw (6” lg. abrasive coated or a

bimetal blade, 12-14 teeth, min.)

• Hand-held hack saw (for small quantit ies or

emergencies)* The blade should be an abrasive continuous rim cut-off blade normally used

on masonry or ceramic products (silica gritted or diamond coated blades).

For making small radius circular cuts, a reciprocating saw

with the same blade specifications above is recommended.

For making larger radius circular cuts, a circular saw can

be used using the blade specifications stated above.

Remember that the saw blades will “eat-up” about 1/ 8” of

grating with each cut, so be sure to allow for this when

measuring and laying out your marks on the grating panel.

Always use sandpaper or a sanding wheel to smooth out all

cut edges before sealing and ALL CUT EDGES MUST BE

SEALED. For this, use Delta Composites Zynolite, a

premium grade exterior polyurethane enamel specially

formulated to effectively seal cut surfaces of fiberglass

products to protect the glass fibers from environmental

attack. The material is supplied in 11 oz. spray cans and isto be used in accordance with the instructions on each can.

The material dries in 30 minutes, and is non-toxic when

dry. Delta Composites Zynolite is flammable and care

must be taken to use the material and dispose of the

material in accordance with the written instructions on

each can.

Field Fabricat ion and Installat ion of Delt aGrateTM Grating



Product Data

1.5" Thick x 1” x 2” Rectangular Mesh

Bearing Bar Size Bearing Bar Weight

height widthopen

areabar/ft space center lb/ft

2

1.5" 0.43" 0.25" 12 0.57" 1" 6.2

Span Uniform Load - lbs/ft2 Max. Recom.

(psf)Inches 100 200 300 400 500 600 700 800 900 1000

12 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 28000

18 <0.01 <0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 12400

24 0.01 0.02 0.03 0.04 0.05 0.06 0.08 0.09 0.10 0.11 6500

30 0.03 0.05 0.08 0.11 0.13 0.16 0.18 0.21 0.24 0.27 4000

36 0.05 0.10 0.16 0.21 0.27 0.31 0.4 0.42 0.47 - 3000

42 0.10 0.20 0.29 0.40 0.48 - - - - - 2000

Span Concentrated Line Load - lbs/ft Max. Recom.

(lb/ft)Inches 100 200 300 500 1000 2000 3000 4000 5000 6000

12 <0.01 <0.01 <0.01 <0.01 0.01 0.03 0.04 0.06 0.07 0.08 14000

18 <0.01 <0.01 0.01 0.02 0.04 0.07 0.11 0.15 0.18 0.22 9000

24 <0.01 0.02 0.03 0.04 0.09 0.17 0.26 0.34 0.43 - 6500

30 0.02 0.03 0.05 0.08 0.17 0.35 - - - - 5400

36 0 03 0 06 0 09 0 15 0 30 4500

1.5" DeltaGrateTM HD Molded Grating (Heavy Duty)

1".33"

2"

1"

0.43"

1.5"



Traffic Rated Load Tables

1.5" Thick, 1" x 2" Rectangular Mesh HD MOLDED GRATINGALLOWABLE LOADS/SPANS TABLE

TYPE

AASHTO

H-20Automobile

5-Ton

Forklift

3-Ton

Forklift

1-Ton

Forklift

32,000 lb

Axle Load

with dual

wheels

Up to a

5,000 lb

Vehicle

24,000 lb

total

(loaded)

15,500 lb

total

(loaded)

6,200 lb

total

(loaded)

WHEEL

LOAD (lbs)20,800 2,200 13,400 8,700 3,400

MAXIMUMALLOWABLE

SPANS1' - 2" 2' - 2" 1' - 0" 1' - 0" 1' - 7"

1.5" DeltaGrateTM HD Molded Grating (Heavy Duty)



END OF SECTION



FRP STRUCTURAL SUPPORTS

PRODUCT DATA & LOAD/

DEFLECTION VERIFICATION



Material Properties of Pultex® Fiber Reinforced Polymer SuperStructural

Profiles

Wide Flange Sections and I Sections

(continued)

Property

(coupon values)

ASTM

Test

Units 1500/1525

Series

1625

SeriesFlexural Strength (CW) D790 psi 17,360 19,900

Flexural Modulus (LW) D790 106 psi 1.9 1.9

Flexural Modulus (CW) D790 106

psi 1.75 1.75Interlaminar Shear (LW) D2344 psi 3,400 3,900

Shear Strength by Punch (PF) D732 psi 5,500 6,000

Notched Izod Impact (LW) D256 ft – lbs/in 38 43

Notched Izod Impact (CW) D256 ft – lbs/in 19 22

Bearing Stress (LW) D953 psi 33,980 39,000

Bearing Stress (CW) D953 psi 30,0003 34,500

Poisson’s Ration (LW) D3039 in/in 0.35 0.35

Poisson’s Ration (CW) D3039 in/in 0.12 0.12

In-plane Shear (CW) modified D23444 psi 7,000 7,000

In-plane Shear (LW) modified D23444 psi 4,500 4,500

PhysicalBarcol Hardness 1 D2583 33 39

Water Absorption D570 % Max 0.6 0.6

Density D792 lbs/in3 0.060-0.070 0.060-0.070

Specific Gravity D792 1.66-1.93 1.66-1.93

Coefficient of Thermal Expansion (LW) D696 10-6in/in/°F 4.4 4.4

Thermal Conductivity (PF) C177

BTU-

in/ft2/hr/°F 4 4

ElectricalArc Resistance (LW) D495 seconds 120 120

Dielectric Strength (LW D149 KV/in 40 40

Dielectric Strength (PF) D149 Volts/mil 200 200

Dielectric Constant (PF) D150 @60Hz 5.2 5.2

LW = Lengthwise CW = Crosswise PF = Perpendicular to Laminate Face

1 Pultex® uses a synthetic surface veil that reduces the Barcol hardness, but does not reflect lack of cure.2

Full section testing based on a 3-point bend with simply supported end conditions.3 Crosswise bearing stress of Web sections of ¼” profiles = 20,500 psi4 Follow ASTM D2344, but rotate coupon 90 deg. (cut section of coupon length faces up)

Property ASTM

Test

1500/1525

Series

1625

SeriesFl bilit Cl ifi ti UL94 (VO) (VO)




Profiles

Angles

Angle profile sizes are 4” x4” x ¼” and larger.

1500 Series- Thermoset Polyester- Olive Green

1525 Series- Thermoset Polyester Class 1 FR- Gray1625 Series- Thermoset Vinyl Ester Class 1 FR- Beige

The following data was derived from ASTM coupon and full section testing. The results areaverage values based on random sampling and testing of production lots. Composite materials

are not homogeneous, and therefore the location of the coupon extraction can cause variances in

the coupon test results. Creative Pultrusions, Inc. publishes an average value of random samplesfrom production lots.

Property

(coupon values)

ASTM

Test

Units 1500/1525

Series

1625

SeriesMechanicalTensile Strength (LW) D638 psi 31,000 35,600

Tensile Strength (CW) D638 psi 16,500 18,900

Tensile Modulus (LW) D638 106 psi 3.5 3.5

Tensile Modulus (CW) D638 106 psi 1.0 1.0

Compressive Strength (LW) D695 psi 33,800 44,500

Compressive Strength (CW) D695 psi 25,500 29,000

Compressive Modulus (LW) D695 106 psi 3.0 3.0

Compressive Modulus (CW) D695 106 psi 2.2 2.2

Flexural Strength (LW) D790 psi 43,500 50,000Flexural Strength (CW) D790 psi 24,000 27,500

Flexural Modulus (LW) D790 106 psi 1.9 1.9

Flexural Modulus (CW) D790 106 psi 1.6 1.6

Modulus of Elasticity Full Section 2 106 psi 2.8 2.8

Shear Modulus Full Section 2 106 psi 0.5 0.5

Interlaminar Shear (LW) D2344 psi 3,400 3,900

Shear Strength by Punch (PF) D732 psi 5,500 6,000

Notched Izod Impact (LW) D256 ft – lbs/in 34 39

Notched Izod Impact (CW) D256 ft – lbs/in 33 38Bearing Stress (LW) D953 psi 33,000 38,000

Bearing Stress (CW) D953 psi 33,000 38,000

Poisson’s Ration (LW) D3039 in/in 0.35 0.35

Poisson’s Ration (CW) D3039 in/in 0.12 0.12

In-plane Shear (LW) modified D2344 psi 4,500 4,500

In-plane Shear (CW) modified D2344 psi 7,000 7,000




Profiles

Angles

Angle profile sizes are 4” x4” x ¼” and larger.

(continued)

Property

(coupon values)

ASTM

Test

Units 1500/1525

Series

1625

SeriesPhysical

Barcol Hardness1

D2583 45 45Water Absorption D570 % Max 0.6 0.6

Density D792 lbs/in3 0.060-0.070 0.060-0.070

Specific Gravity D792 1.66-1.93 1.66-1.93

Coefficient of Thermal Expansion (LW) D696 10-6in/in/°F 4.4 4.4

Thermal Conductivity (PF) C177

BTU-

in/ft2/hr/°F 4 4

ElectricalArc Resistance (LW) D495 seconds 120 120

Dielectric Strength (LW D149 KV/in 40 40

Dielectric Strength (PF) D149 Volts/mil 200 200

Dielectric Constant (PF) D150 @60Hz 5.2 5.2

LW = Lengthwise CW = Crosswise PF = Perpendicular to Laminate Face

1 Pultex® uses a synthetic surface veil that reduces the Barcol hardness, but does not reflect lack of cure.2 Full section testing based on a 3-point bend with simply supported end conditions.3 Follow ASTM D2344, but rotate coupon 90 deg. (cut section of coupon length faces up)

Property ASTM

Test

1500/1525

Series

1625

SeriesFlammability Classification UL94 (VO) (VO)

Tunnel Test ASTM E84 25 Max 25 Max

Flammability Extinguishing ASTM D635

Self

Extinguishing

Self

Extinguishing

NBS Smoke Chamber ASTM E662 650 650

Flame Resistance (Ignition/Burn) FTMS406-2023 55/30(seconds) 55/30(seconds)



Delta Job Number =

Date =

Project Name =

Engineer Name =

Material Type = Vinyl Ester Vinyl Ester

Max Temperature of the Environment = 100 o F % Drop Allowable Stress = 15 10

Point Load at Mid Span = 0.00 lbs % Drop Full SectionEX = 0 0

Uniform Live Load = 300.00 psf 10.00%

bw = Web Depth = 6 in. Unifrom Dead Load = 10.00 psf 0.00%

bf = Flange Width = 6 in. Total Uniform Load = 310.00 psf

tf = Flange Thickness = 0.375 in. Safety Factor = 2.5 S.F.

tw = Web Thickness = 0.375 in Length of Beam ( L ) = 4.50 ft = 54.00 in

Area = 6.57 in2 Tributary width = 2.13 ft = 25.56 in

Weight = 4.92 lb/ft Area Of Load = 9.59 ft2 = 1380.24 in

2

Sx = 13.59 in3 Unbraced Length ( Lu ) = 54.00 in

Ix = 40.76 in4 Max Deflection = 0.13 in

r = 2.49 in Min "L "Over = NA

Sy = 4.44 in3

Iy = 13.32 in4 Applied Moment = 0.00 lbs-in

r = 1.42 in AW = 2.2500 in2

Full Section EX = 4.000E+06 psi k = 1.0000

EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2

EC-LW (Flange) = 3.850E+06 psi w = 660.30 lbs/ft

EC-CW (Web) = 1.900E+06 psi w = 55.03 lbs/in

EC-CW (Flange) = 1.900E+06 psi Fb = 33000 psi Full Section Flexural Strength

Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 54.00 in fb = 1475.84 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12

Compressive Strength, Fc-flg-LW = 52500 psi

Ultimate Beam Shear Strength, Fv-ult = 7000 psi

MOMENT, SHEAR AND DEFLECTION

Point Load M MAX = 0.00 lbs-in

Unifrom Load M MAX = 20056.61 lbs-in Deflection = 0.0552 in

Applied M MAX = 0.00 lbs-in L / 978.36

Total M MAX = 20056.61 lbs-in

Total Load = 2971.35 lbs

Maximum Acting Shear Load = 1485.68 lbs

Beam Shear Safety Factor = 3.00

Allowabe Beam Shear Strength, Fv = 2333.33 psi

= 2100.00

Beam Shear Capacity, Pv = 4725.00 lbs O.K.

LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67

SQRT q (2*SQRT Exf * Eyf )= 1234487.07

p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00

If the calculated Local Buckling Stress above exceeds the Flange Compression Strength of the material, use σ cr local

= Flange Compression Strength

Therefore,σcr local

= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1475.84 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000

Critical Local

Buckling Stress cr

Critical Local Buckling Stress do to

Temperature cr '

Fb Local Buckling

O.K.

105468.75

17134 Heumann Environmental

08/04/15

Logan CSO Interceptor

Warning Box

Creative W6 x 3/8" Beam Calculations, Rev D

Beam Properties

Rodney H Masters, PE, Texas #47784

FRP Beam B100-1 on Delta Dwg 17134-DRW-100--Sized for a 300 psf Live Load, 10 psf Dead Load, a Span, L = 4.50 Ft, and a Tributary Support Width of 2.13'

Max. Allowable Beam Shear

Strength Allowing for Temperature

Note: The calculation for delfection is only for a Point Load and a

Uniform Load. The deflection for the Applied Moment is not

included.

JG Calcs.

Below are Calculations for Critical Local Buckling



Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 240.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2

EC-LW (Flange) = 3.850E+06 psi w = 697.50 lbs/ft DEFLECTION IS OVER THE MAX



Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2771.52 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2771.52 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because

the Δ/L ratio is so

high (1/455), SAY

OK.


08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =



Point Load at Mid Span = 0.00 lbs % Drop Full Section EX = 0 0








2



r = 1.66 in Min "L "Over = 0.00

Sy = 1.32 in3


r = 0.95 in AW = 1.0000 in2


EC-LW (Web) = 2.800E+06 psi A' = 1.0000 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 18.00 in fb = 771.31 psi

J = 0.063 in4 vxy = 0.35

CW = 10.52 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 2.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 771.31 psi

GLOBAL BUCKLING

D Calcs.

D = 34573437.50 psi in4 30800000


08/04/15




FRP Beam B100-3 on Delta Dwg 17134-DRW-100--Sized for a 300 psf Live Load, 10 psf Dead Load, a Span, L = 1'-6", and a Tributary Support Width of 3.0 Ft.

Beam Properties

Warning Box



included.




Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

20833.33333



Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 54.00 in fb = 1475.84 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1475.84 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2771.52 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2771.52 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because


high (1/455), SAY

OK.


08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 1.66 in Min "L "Over = 0.00

Sy = 1.32 in3


r = 0.95 in AW = 1.0000 in2


EC-LW (Web) = 2.800E+06 psi A' = 1.0000 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 18.00 in fb = 778.85 psi

J = 0.063 in4 vxy = 0.35

CW = 10.52 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 2.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 778.85 psi

GLOBAL BUCKLING

D Calcs.

D = 34573437.50 psi in4 30800000 20833.33333


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 54.00 in fb = 1475.84 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1475.84 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2771.52 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2771.52 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because


high (1/455), SAY

OK.


08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 1.66 in Min "L "Over = 0.00

Sy = 1.32 in3


r = 0.95 in AW = 1.0000 in2


EC-LW (Web) = 2.800E+06 psi A' = 1.0000 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 18.00 in fb = 778.85 psi

J = 0.063 in4 vxy = 0.35

CW = 10.52 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 2.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 778.85 psi

GLOBAL BUCKLING

D Calcs.

D = 34573437.50 psi in4 30800000 20833.33333


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 54.00 in fb = 1475.84 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1475.84 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2771.52 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2771.52 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because


high (1/455), SAY

OK.


08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 1.66 in Min "L "Over = 0.00

Sy = 1.32 in3


r = 0.95 in AW = 1.0000 in2


EC-LW (Web) = 2.800E+06 psi A' = 1.0000 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 18.00 in fb = 778.85 psi

J = 0.063 in4 vxy = 0.35

CW = 10.52 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 2.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 778.85 psi

GLOBAL BUCKLING

D Calcs.

D = 34573437.50 psi in4 30800000 20833.33333


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00Sy = 4.44 in

3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 54.00 in fb = 1475.84 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1475.84 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2771.52 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2771.52 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because


high (1/455), SAY

OK.


08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 0.95 in AW = 1.0000 in2


EC-LW (Web) = 2.800E+06 psi A' = 1.0000 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 18.00 in fb = 778.85 psi

J = 0.063 in4 vxy = 0.35

CW = 10.52 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 2.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 778.85 psi

GLOBAL BUCKLING

D Calcs.

D = 34573437.50 psi in4 30800000 20833.33333


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 54.00 in fb = 1475.84 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1475.84 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15







Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2771.52 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2771.52 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Temperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because


high (1/455), SAY

OK.


08/04/15




FRP Beam B105-2 on Delta Dwg 17134-DRW-105--Sized for a 300 psf Live Load, 10 psf Dead Load, a Span, L = 6.00 Ft, and a Tributary Support Width of 2.25 Ft.



Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 0.95 in AW = 1.0000 in2


EC-LW (Web) = 2.800E+06 psi A' = 1.0000 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 18.00 in fb = 778.85 psi

J = 0.063 in4 vxy = 0.35

CW = 10.52 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 2.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 778.85 psi

GLOBAL BUCKLING

D Calcs.

D = 34573437.50 psi in4 30800000 20833.33333


Critical Local

Buckling Stress cr

Critical Local Buckling Stress do toTemperature cr '

Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15





D lt J b N b



Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 60.00 in fb = 1603.89 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 1603.89 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15





Delta Job Number = 17134Heumann Environmental



Delta Job Number =

Date =

Project Name =

Engineer Name =











2




3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 30.00 in fb = 427.70 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 427.70 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.




08/04/15





Delta Job Number = 17134Heumann Environmental



e ta Job u be

Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over =0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 72.00 in fb = 2463.58 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2463.58 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



Engineer's

Comment: Because


high (1/512), SAY

OK.


08/04/15





Delta Job Number = 17134 Heumann Environmental



Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over =0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 30.00 in fb = 534.63 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00


LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 534.63 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



08/04/15





Delta Job Number =

D t




Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over =0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 68.04 in fb = 2343.04 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00

Beam Shear Capacity, Pv= 4725.00 lbs O.K.

LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 2343.04 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



08/04/15





Delta Job Number =

Date =


08/04/15



Date =

Project Name =

Engineer Name =











2



r = 2.49 in Min "L "Over = 0.00

Sy = 4.44 in3


r = 1.42 in AW = 2.2500 in2


EC-LW (Web) = 2.800E+06 psi A' = 2.2500 in2




Gxy = 5.E+05 psi Fb1 = 13200 psi

L = 30.00 in fb = 534.63 psi

J = 0.316 in4 vxy = 0.35

CW = 119.88 in6 vyx = 0.12












= 2100.00

Beam Shear Capacity, Pv

= 4725.00 lbs O.K.

LOCAL BUCKLING

b = 3.00 in PI 2̂/12 = 0.8225

= 22340.61 psi z = 2.00 ( tf / b ) 2̂ = 0.0156

p = 0.3027 SQRT q = 0.2282

q = 0.0521 SQRT Exf * Eyf = 2704625.67


p((Eyf )(vxy) + 2(Gxy)f ) = 503940.00




= 22340.61

= 20106.55 psi

= 8042.62 psi

fb = 534.63 psi

GLOBAL BUCKLING

D Calcs.

D = 175028027.34 psi in4 155925000 105468.75


Critical Local

Buckling Stress cr


Fb Local Buckling

O.K.

JG Calcs.

Beam Properties

Warning Box



included.



08/04/15







END OF SECTION



ANCHOR BOLT DESIGN

www.hilti.us Profis Anchor 2.4.1

C D lt C it LLC P 1

http://www.hilti.us/



Company:Specifier:

Address:Phone I Fax:E-Mail:

Delta Composites LLCRodney H Masters23219 W. Hardy Rd, Spring TX 77373281-907-0619 | [email protected]

Page:Project:Sub-Project I Pos. No.:Date:

1Delta Job No. 17134Heumann Enviro.5/28/2015

Specifier's comments: HAS R316 + HY 200 Safe Set Sys Epoxy Anchors for W6 x 3/8 Beams Head On to Concrete Wall Rev B

1 Input data

Anchor type and diameter: HIT-HY 200 + HAS-R 316 1/2

Effective embedment depth: hef,opti = 2.750 in. (hef,limit = 10.000 in.)

Material: ASTM F 593

Evaluation Service Report: ESR-3187

Issued I Valid: 4/1/2013 | 3/1/2014

Proof: design method ACI 318 / AC308

Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.

Anchor plate: lx x ly x t = 4.500 in. x 8.375 in. x 0.500 in.; (Recommended plate thickness: not calculated)

Profile: no profile

Base material: cracked concrete, 3000, f c' = 3000 psi; h = 12.000 in., Temp. short/long: 100/95 °F

Installation: hammer drilled hole, installation condition: dry

Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present

edge reinforcement: none or < No. 4 bar

Seismic loads (cat. C, D, E, or F) no

Geometry [in.] & Loading [lb, in.lb]


Company: Delta Composites LLC Page: 2




Company:Specifier:





2 Load case/Resulting anchor forces

Load case: Design loads

Anchor reactions [lb]Tension force: (+Tension, -Compression)

Anchor Tension force Shear force Shear force x Shear force y

1 0 1152 1152 0

2 0 1152 1152 0

max. concrete compressive strain: - [‰]max. concrete compressive stress: - [psi]resulting tension force in (x/y)=(0.000/0.000): 0 [lb]resulting compression force in (x/y)=(0.000/0.000): 0 [lb]

1

2

x

y

3 Tension load

Load Nua [lb] Capacity ffffNn [lb] Utilization bbbbN = Nua /ffffNn Status Steel Strength* N/A N/A N/A N/A

Bond Strength** N/A N/A N/A N/A

Concrete Breakout Strength** N/A N/A N/A N/A

* anchor having the highest loading **anchor group (anchors in tension)






Company:Specifier:





4 Shear load

Load Vua [lb] Capacity ffffVn [ lb] Utilization bbbbV = Vua /ffffVn Status

Steel Strength* 1152 5109 23 OK

Steel failure (with lever arm)* N/A N/A N/A N/A

Pryout Strength (Bond Strength controls)** 2304 8018 29 OK

Concrete edge failure in direction ** N/A N/A N/A N/A

* anchor having the highest loading **anchor group (relevant anchors)

4.1 Steel Strength

Vsa = ESR value refer to ICC-ES ESR-3187

f Vsteel ≥ Vua ACI 318-08 Eq. (D-2)

Variables

n Ase,V [in.2] f uta [psi]

1 0.14 100000

Calculations

Vsa [lb]

8515

Results

Vsa [lb] fsteel f Vsa [lb] Vua [lb]

8515 0.600 5109 1152






Company:Specifier:





4.2 Pryout Strength (Bond Strength controls)

Vcpg =kcp[( ANa

ANa0) yed,Na yg,Na yec,Na yp,Na Na0] ACI 318-08 Eq. (D-31)

f Vcpg ≥ Vua ACI 318-08 Eq. (D-1)

ANa see ICC-ES AC308, Part D.5.3.7

ANa0 = s2cr,Na ICC-ES AC308 Eq. (D-16c)

scr,Na = 20 d√tk,uncr

1450 ≤ 3 hef ICC-ES AC308 Eq. (D-16d)

ccr,Na

=scr,Na

2 ICC-ES AC308 Eq. (D-16e)

yed,Na = 0.7 + 0.3 (ca,min

ccr,Na) ≤ 1.0 ICC-ES AC308 Eq. (D-16m)

yg,Na = yg,Na0 + [( savg

scr,Na)

0.5

· (1 - yg,Na0)] ≥ 1.0 ICC-ES AC308 Eq. (D-16g)

yg,Na0 = √n - [(√n - 1) · ( tk,c

tk,max,c)

1.5

]≥ 1.0 ICC-ES AC308 Eq. (D-16h)

tk,max,c =kc

p · d √hef · f

'c ICC-ES AC308 Eq. (D-16i)

yec,Na =

(

1

1 +2'

e,N

scr,Na) ≤ 1.0 ICC-ES AC308 Eq. (D-16j)

yp,Na = MAX(ca,min

cac,ccr,Na

cac) ≤ 1.0 ICC-ES AC308 Eq. (D-16p)

Na0 = tk,c · kbond · p · d · hef ICC-ES AC308 Eq. (D-16f)

Variables

kcp tk,c,uncr [psi] tk,c [psi] danchor [in.] hef [in.] savg [in.] n

2.000 1515 847 0.500 2.750 4.375 2

kc f 'c [psi] ec1,N [in.] ec2,N [in.] ca,min [in.] cac [in.] kbond 17 3000 0.000 0.000 4.500 4.136 1.00

Calculations

scr,Na [in.] ccr,Na [in.] ANa [in.2] ANa0 [in.2] yed,N tk,max [psi]

8.250 4.125 104.16 68.06 1.000 983

yg,Na0 yg,Na yec1,N yec2,N yp,Na Na0 [lb]

1.083 1.022 1.000 1.000 1.000 3660

Results

Vcpg [lb] fconcrete f Vcpg [lb] Vua [lb]

11454 0.700 8018 2304






p ySpecifier:


pRodney H Masters23219 W. Hardy Rd, Spring TX 77373281-907-0619 | [email protected]

gProject:Sub-Project I Pos. No.:Date:

Delta Job No. 17134Heumann Enviro.5/28/2015

5 Warnings

• To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading!

• Condition A applies when supplementary reinforcement is used. The Φ factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard.

• Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the

Evaluation Service Report for cleaning and installation instructions

• The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report (e.g. section 4.1.1 of the ICC-ESR 2322) for details.

• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard!

Fastening meets the design criteria!






Specifier: Address:Phone I Fax:E-Mail:

Rodney H Masters23219 W. Hardy Rd, Spring TX 77373281-907-0619 | [email protected]

Project:Sub-Project I Pos. No.:Date:


6 Installation data

Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HAS-R 316, 1/2Profile: no profile; 0.000 x 0.000 x 0.000 in. Installation torque: 360.001 in.lbHole diameter in the fixture: df = 0.563 in. Hole diameter in the base material: 0.563 in.

Plate thickness (input): 0.500 in. Hole depth in the base material: 2.750 in.Recommended plate thickness: not calculated Minimum thickness of the base material: 4.000 in.Cleaning: Premium cleaning of the drilled hole is required

1

2

2 .

0 0 0

4 .

3 7 5

2 .

0 0 0

x

y

2.250 2.250

4 .

1 8 8

4

. 1 8 8


Company:S ifi

Delta Composites LLCR d H M t

Page:P j t

7D lt J b N 17134




Specifier: Address:Phone I Fax:E-Mail:

Rodney H Masters23219 W. Hardy Rd, Spring TX 77373281-907-0619 | [email protected]

Project:Sub-Project I Pos. No.:Date:


7 Remarks; Your Cooperation Duties

• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific

application.• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the

regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.



END OF SECTION

ANNEX 1



ANNEX 1

CORROSION GUIDE FOR THE PROPER SELECTION

OF RESINS

Chemical Compatibility Guide



p y

Acetic Acid – Benzene

Pultex

®

Structural Profiles

Chemical Environment Concentration

1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

ACETIC ACID 0-50 NR 100/38

ACETIC ANYDRIDE -- NR NR

ACETONE 100 NR NR

ACRYLONITRILE 100 NR NR

ALCOHOL, BUTYL -- NR NR

ALCOHOL, ETHYL 10 NR 150/65ALCOHOL, ETHYL 100 NR NR

ALCOHOL, ISOPROPYL 10 NR 150/65

ALCOHOL, ISOPROPYL 100 NR NR

ALCOHOL, METHYL 10 NR 150/65

ALCOHOL, METHYL 100 NR NR

ALCOHOL, METHYL ISOBUTYL -- NR 150/65

ALCOHOL, SECONDARY BUTYL -- NR 150/65

ALUM 100 150/65 150/65

ALUM POTASSIUM -- 100/38 100/38ALUMINUM CHLORIDE 10 NR 150/65

ALUMINUM HYDROXIDE 5 – 20 NR 150/65

ALUMINUM POTASSIUM SULFATE 100 150/65 150/65

AMMONIA, AQUEOUS 0 - 10 NR 100/38

AMMONIA, GAS -- NR 100/38

AMMONIUM ACETATE 25 NR 100/38

AMMONIUM BICARBONATE 15 NR 120/49

AMMONIUM BISULFITE -- NR 120/49

AMMONIUM CARBONATE 25 NR 100/38AMMONIUM CITRATE 10 NR 120/49

AMMONIUM FLUORIDE -- NR 120/49

AMMONIUM HYDROXIDE 5 NR 120/49



AMMONIUM NITRATE 15 120/49 150/65

AMMONIUM PERSULFATE 5 - 20 NR 150/65

AMMONIUM PHOSPHATE -- NR 120/49

AMMONIUM SULFATE 15 120/49 150/65ARESENIOUS ACID -- NR 160/71

BARIUM ACETATE 100 NR NR

BARIUM CARBONATE 100 NR NR

BARIUM CHLORIDE 100 NR 100/38

BARIUM HYDROXIDE 10 NR NR




Benzene in Kerosene – Chromic Acid

Pultex® Structural Profiles


1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

BENZENE IN KEROSENE 5 NR 160/71

BENZENE SULFURIC ACID 5 - 20 100/38 150/65

BENZOIC ACID 5 - 20 NR 100/38

O-BENZOYL BENZOIC ACID -- NR 160/71

BENZYL ALCOHOL 100 NR NRBENZYL CHLORIDE 100 NR NR

BORAX 5 - 20 100/38 150/65

BRASS PLATING SOLUTION -- NR 160/71

BUTYL ACETATE -- NR NR

BUTYRIC ACID 5 - 30 NR 120/49

BUTYLENE GLYCOL 100 150/65 150/65

CADMIUM CHLORIDE -- NR 160/71

CADMIUM CYANIDE PLATING -- NR 120/49

CALCIUM BISULFITE -- 150/65 160/71CALCIUM CARBONATE 10 NR 100/38

CALCIUM CHLORIDE 10 NR 100/38

CALCIUM CHLORATE 10 NR 100/38

CALCIUM HYDROXIDE 5 - 20 NR 100/38

CALCIUM HYPOCHLORITE 10 NR 120/49

CALCIUM NITRATE 5 120/49 150/65

CALCIUM SULFATE 10 120/49 150/65

CALCIUM SULFITE -- 150/65 160/71

CAPRYLIC ACID -- NR 160/71CARBON DIOXIDE -- 150/65 160/71

CARBON DISULFIDE 100 NR NR

CARBON MONOXIDE GAS -- 100/38 150/65

CARBON TETRACHLORIDE 100 NR 100/38

CARBONIC ACID 10 100/38 120/49

CARBON METHYL CELLULOSE -- NR 120/49

CASTOR OIL 100 150/65 150/65

CHLORINATED WAX 10 NR 120/49

CHLORINE DIOXIDE/AIR -- NR 160/71CHLORINE DIOXIDE, WET GAS -- NR 160/71

CHLORINE DRY GAS -- NR 160/71

CHLORINE WET GAS -- NR 160/71

CHLORINE LIQUID -- NR NR

CHLORINE WATER 10 NR 120/49




Chromic Acid – Ferric Chloride



1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

CHROMIC ACID 20 NR 120/49

CHROMIC ACID 30 NR NR

CHROMIUM SULFATE -- 150/65 160/71

CITRIC ACID 5 - 30 120/49 150/65

COCONUT OIL -- NR 160/71COPPER CHLORIDE 5 150/65 180/82

COPPER CYANIDE 5 150/65 180/82

COPPER FLUORIDE -- NR 160/71

COPPER NITRATE -- 150/65 NR

COPPER BRITE PLATING -- NR 120/49

COPPER PLATING SOLUTION -- NR 160/71

COPPER MATTE DIPPING BATH -- NR 160/71

COPPER PICKLING BATH -- NR 160/71

COPPER SULFATE -- 150/65 160/71CORN OIL 100 NR 100/38

CORN STARCH- SLURRY -- NR 160/71

CORN SUGAR 100 NR 150/65

COTTONSEED OIL -- NR 160/71

CRUDE OIL 100 NR 150/65

CYCLOHEXENE -- NR 120/49

CYCLOHEXENE VAPOR -- NR NR

DEIONIZED WATER -- 150/65 150/65

DETERGENTS SULFONATED -- NR 160/71DI-AMMONIUM PHOSPHATE -- NR 160/71

DIBROMOPHENOL -- NR NR

DIBUTYL ETHER -- NR 120/49

DICHLORO BENZENE -- NR NR

DICHLOROETHYLENE -- NR NR

DIETHYLENE GLYCOL -- NR 160/71

DIETHYL ETHER 100 NR NR

DIMENTHYL PHTHALATE -- NR 160/71

DIOCTYL PHTHALATE -- NR 160/71DIPROPYLENE GLYCOL 100 NR 120/49

DODECYL ALCOHOL -- NR 160/71

ESTER, FATTY ACIDS -- 150/65 160/71

ETHYL ACETATE 100 NR NR

ETHYL BENZENE -- NR NR




Ferric Nitrate – Hydrogen Fluoride Vapors



1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

FERRIC NITRATE 10 120/49 150/65

FERRIC SULFATE 10 120/49 150/65

FERROUS CHLORIDE -- 150/65 160/71

FERROUS NITRATE -- 150/65 160/71

FERROUS SULFATE -- 150/65 160/71

8-8-8 FERTILIZER -- NR 120/49

FLUOBORIC ACID -- NR 120/49

FLUSOILICIC ACID -- NR 160/71

FORMALDEHYDE 5 - 30 NR 100/38

FORMIC ACID 25 NR 100/38

FUEL GAS -- NR 160/71

FUEL OIL 100 NR 100/38

GAS NATURAL -- NR 160/71

GASOLINE AUTO -- NR 160/71GASOLINE AVIATION -- NR 160/71

GASOLINE ETHYL -- NR 160/71

GASOLINE SOUR -- NR 160/71

GLUCONIC ACID -- NR 160/71

GLUCOSE 100 150/65 180/82

GLYCERIN 100 150/65 180/82

GLYCOL ETHYLENE -- 150/65 160/71

GLYCOL PROPYLENE -- 150/65 160/71

GLYCOLIC ACID -- NR 160/71GOLD PLATING SOLUTION -- NR 160/71

HEPTANE 100 100/38 150/65

HEXANE 100 100/38 150/65

HEXALENE GLYCOL -- 150/65 160/71

HYDRAULIC FLUID 100 NR 120/49

HYDROBROMIC ACID 5 - 50 100/38 150/65

HYDROCHLORIC ACID 10 - 30 NR 120/49

HYDROCYANIC ACID -- 150/65 160/71

HYDROFLUORIC ACID -- NR NRHYDROFLOUSILIC ACID 10 NR 160/71

HYDROZINE 100 NR NR

HYDROGEN BROMIDE, DRY -- NR NR

HYDROGEN BROMIDE, WET GAS -- NR 160/71

HYDROGEN CHLORIDE, DRY GAS -- NR 160/71




Hydrosulfite Bleach – Myristic Acid



1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

HYDROSULFITE BLEACH -- NR 120/49

HYPOCHLORUS ACID -- NR 160/71

IRON PLATING SOLUTION -- NR 160/71

IRON & STEEL CLEANING BATH -- NR 160/71

ISOPROPYL AMINE -- NR 100/38

ISOPROPYL PAMITATE -- 150/65 160/71

JET FUEL -- NR 160/71

KEROSENE -- NR 160/71

LACTIC ACID -- NR 160/71

LAUROYL CHLORIDE -- NR 160/71

LAURIC ACID -- NR 160/71

LEAD ACETATE 100 NR 120/49

LEAD CHLORIDE 10 120/49 150/65

LEAD NITRATE 10 NR 100/38LEAD PLATING SOLUTION -- NR 160/71

LEVULINIC ACID -- NR 160/71

LINSEED OIL -- 150/65 160/71

LITHIUM BROMIDE -- 150/65 160/71

LITHIUM CHLORIDE 25 NR 120/49

LITHIUM SULFATE -- 150/65 160/71

LITHIUM HYDROXIDE 10 NR 120/49

MAGNESIUM BISUFITE -- NR 160/71

MAGNESIUM CARBONATE 10 100/38 150/65MAGNESIUM CHLORIDE 10 100/38 150/65

MAGNESIUM HYDROXIDE 10 NR 120/49

MAGNESIUM NITRATE 10 NR 120/49

MAGNESIUM SULFATE 10 100/38 120/49

MALEIC ACID 100 150/65 150/65

MERCURIC CHLORIDE 10 120/49 150/65

MERCUROUS CHLORIDE 10 120/49 150/65

METHANOL -- NR 160/71

METHYLENE CHLORIDE -- NR NRMETHYL ETHYL KETONE @120F -- NR NR

METHYL ISOBUTYL CARBITOL -- NR NR

METHYL ISOBUTYL KETONE -- NR NR

METHYL STYRENE -- NR NR

MINERAL OIL 100 150/65 150/65




Naptha – Potassium Dichromate



1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

NAPTHA 100 150/65 150/65

NICKEL CHLORIDE 10 120/49 150/65

NICKEL NITRATE 10 120/49 150/65

NICKEL PLATING: .4% Boric Acid -- NR 160/71

NICKEL PLATING: 11%Nickel Sulfate,

2% Nickle Chloride, 1% Boric Acid -- NR 160/71

NICKEL PLATING: 44% Nickel Sulfate,

2% Ammonium Chloride, 4% Boric Acid -- NR 160/71

NICKEL SULFATE 10 120/49 150/65

NITRIC ACID 5 - 30 NR 100/38

NITRIC ACID FUMES -- NR NR

NITROBENZENE -- NR NR

OCTONOIC ACID -- NR 160/71

OIL, SOUR CRUDE 100 NR 120/49

OIL SWEET CRUDE 100 NR 120/49

OLEIC ACID 100 120/49 150/65

OLEUM (FUMING SULFURIC) -- NR NR

OILVE OIL -- 150/65 160/71

OXALIC ACID -- 150/65 160/71

PEROXIDE BLEACH: 2% Sodium Peroxide-

96% .025 Epsom Salts, 5% Sodium Silicate

42° Be, 1.4% Sulfuric Acid 66°Be -- 150/65 160/71

PHENOL 10 NR NR

PHENOL SULFONIC ACID -- NR NR

PHOSPHORIC ACID 5 - 50 100/38 150/65

PHOSPHORIC ACID FUMES -- 150/65 160/71

PHOSPHORUS

PENTOXIDE -- 150/65 160/71

PHOSPHOROUS TRICHLORIDE 100 NR NR

PHTHALIC ACID 100 NR 120/49

PICKLING ACIDS: Sulfuric and

Hydrochloric -- 150/65 160/71

PICRIC ACID ALCOHOLIC -- 150/65 160/71

POLYVINYL ACETATE LATEX -- NR 160/71

POLYVINYL ALCOHOL 100 NR 100/38

POLYVINYL CHLORIDE LATEX: With

35(Parts Drop) -- NR 120/49





Potassium Ferricyanide – Sodium HexametaphosphatesPultex® Structural Profiles


1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

POTASSIUM FERRICYANIDE -- 150/65 160/71

POTASSIUM HYDROXIDE 10 NR 150/65

POTASSIUM NITRATE 10 120/49 150/65

POTASSIUM PERMANGANTE 100 100/38 150/65

POTASSIUM PERSULFATE -- NR 160/71

POTASSIUM SULFATE 10 120/49 150/65

PROPIONIC ACID 1 - 50 NR 120/49

PROPIONIC ACID 50 - 100 NR NR

PROPYLENE GLYCOL 100 150/65 150/65

PULP PAPER MILL EFFLUENT -- NR 160/71

PYRIDINE -- NR NR

SALICYLIC ACID -- NR 140/60

SEA WATER -- 150/65 150/65

SEWAGE TREATMENT -- NR 100/38

SEBACIC ACID -- NR 160/71

SELENIOUS ACID -- NR 160/71

SILVER NITRATE -- 150/65 160/71

SILVER PLATING SOLUTION: 4% Silver

Cyanide, 7% Potassium, 5% Sodium Cyanide,

2% Potassium Carbonate -- NR 160/71

SOAPS -- NR 160/71

SODIUM ACETATE -- NR 160/71

SODIUM BENZOATE -- NR 160/71

SODIUM BICARBONATE -- 150/65 160/71

SODIUM BIFLUORIDE -- NR 160/71

SODIUM BISULFATE -- 150/65 160/71

SODIUM BISULFITE -- 150/65 160/71

SODIUM BROMATE -- 150/65 140/60

SODIUM BROMIDE -- 150/65 160/71

SODIUM CARBONATE 0 - 25 NR 160/71

SODIUM CHLORATE -- NR 160/71

SODIUM CHLORIDE -- 150/65 160/71

SODIUM CHLORITE 25 NR 160/71

SODIUM CHROMATE -- 150/65 160/71

SODIUM CYANIDE -- NR 160/71

SODIUM DICHROMATE -- 150/65 160/71




Sodium Hydroxide – Tin Plating Solution



1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

SODIUM HYDROXIDE 0 – 5 NR 150/65

SODIUM HYDROXIDE 5 - 25 NR 150/65

SODIUM HYDROXIDE 50 NR 150/65

SODIUM HYDROSULFATE -- NR 160/71

SODIUM HYPOCHLORITE 10 NR 120/49

SODIUM LAURYL SULFATE -- 150/65 160/71

SODIUM MONO-PHOSPHATE -- 150/65 160/71

SODIUM NITRATE -- 150/65 160/71

SODIUM SILICATE -- NR 120/49

SODIUM SULFATE -- 150/65 160/71

SODIUM SULFIDE -- NR 120/49

SODIUM SULFITE -- NR 120/49

SODIUM TETRA BORATE -- 150/65 160/71

SODIUM THIOCAYNATE -- NR 160/71

SODIUM THIOSULFATE -- NR 160/71

SODIUM POLYOPHOSPHATE -- NR 160/71

SODIUM XYLENE SULFONATE -- NR 160/71

SODIUM SOLUTIONS -- NR 160/71

SODIUM CRUDE OIL -- 150/65 160/71

SOVA OIL -- 150/65 160/71

STANNIC CHLORIDE -- 150/65 160/71

STANNOUS CHLORIDE -- 150/65 160/71

STEARIC ACID -- 150/65 160/71

STYRENE -- NR NR

SUGAR, BEET AND CANE LIQUOR -- NR 160/71

SUGAR, SUCROSE -- 150/65 160/71

SULFAMIC ACID -- NR 160/71

SULFANILIC ACID -- NR 160/71

SULFATED DETERGENTS -- NR 160/71

SULFUR DIOXIDE, WET OR DRY -- NR 160/71

SULFER, TRIOXIDE/AIR -- NR 160/71

SULFURIC ACID 0 - 30 150/65 160/71SULFURIC ACID 30 - 50 NR 160/71

SULFURIC ACID 50 - 70 NR 120/49

SULFUROUS ACID 10 NR 100/38

SUPERPHOSPHORIC ACID: 76% P205 -- NR 160/71

TALL OIL -- NR 150/65




Toluene – Zinc Sulfate



1500/1525 Srs.

Temp. Max

1625 Srs.

Temp. Max

Percentage F/C F/C

TOLUENE -- NR NR

TOLUENE SOLFONIC ACID -- NR 160/71

TRANSFORMER OILS: Mineral Oil Types,

Chloro-phenyl Types -- NR NR

TRICHLOR ACETIC ACID 50 NR 160/71

TRICHLORETHYLENE -- NR NR

TRICHLOROPENOL -- NR NR

TRICRESYL PHOSPHATE +A618 -- NR 120/49

TRIDECYLBENZENE SULFONATE -- NR 160/71

TRISODIUM PHOSPHATE -- NR 160/71

TURPENTINE -- NR 100/38

UREA -- NR 140/60

VEGETABLE OILS -- 150/65 160/71

VINEGAR -- 150/65 160/71

VINYL ACETATE -- NR NR

WATER:

DEIONIZED -- 150/65 160/71

DEMINERALIZED -- 150/65 160/71

DISTILLED -- 150/65 160/71

FRESH -- 150/65 160/71

SALT -- 150/65 160/71

SEA -- 150/65 160/71

WHITE LIQUOR (Pulp Mill) -- NR 160/71

XYLENE -- NR NR

ZINC CHLORATE -- 150/65 160/71

ZINC NITRATE -- 150/65 160/71

ZINC PLATING SOLUTION: 9% Zinc

Cyanide, 4% Sodium Cyanide, 9% Sodium

Hydroxide -- NR 120/49

ZINC PLATING SOLUTION: 49% Zinc

Fluoroborate, 5% Ammonium Chloride, 6%

Ammonium Fluoroborate -- NR 160/71

ZINC SULFATE -- 150/65 160/71

ANNEX 2



ANNEX 3



DET NORSKE VERITAS

TYPE APPROVAL CERTIFICATE

CERTIFICATE NO. F-20540

This is to certify that theFRP Grating

with type designation(s)Jossongrate (Powergrate) Pultruded and Molded Fiberglass Grating

Manufactured by

Nantong Josson New Material Technology Co., Ltd.

Nantong Jiangsu, China

is found to comply withDet Norske Veritas' Offshore Standards

Det Norske Veritas' Rules for Classification of ShipsDet Norske Veritas' Interpretation of SOLAS 1974 Convention as Amended

ApplicationFor use in locations according to enclosed Structural Fire Integrity Matrix. Application is to be considered and

accepted for each case/project.

This Certificate is valid until 2017-12-31.

Issued at Høvik on 2013-10-10

DNV local station: Nantong

Approval Engineer: Ragnar Tonjer

for Det Norske Veritas AS

Petter Langnes

Head of Section

Certificate No.: F-20540File No.: 471.53Job Id.: 262.1-015791-1



Product description“Jossongrate (Powergrate) Pultruded Fiberglass Grating” with the following properties and test results:

Product name (ref. test report) Flame SpreadIndex

SmokeDeveloped Index

Weight[Kg/m

2]

IFR-25 (ISOPHTHALIC RESIN), I6015, 1 ½ ” THICK, 60% OPENING 20 400 16.1

VEFR-10 (VINYL ESTER RESIN), I6015, 1 ½ ” THICK, 60%OPENING

5 350 16.1

“Jossongrate (Powergrate) Molded Fiberglass Grating” with the following properties and test results:

Product name (ref. test report) Flame SpreadIndex

SmokeDeveloped Index

Weight[Kg/m

2]

OFR-25 (ORTHOPHITHALIC RESIN), 1” THICK x

1 ½” x 1 ½” SQUARE MESH

15 250 12.3

IFR-10 (ISOPHTHALIC RESIN), 1” THICK x 1 ½” x 1 ½” SQUARE MESH

0 135 12.3

IFR-25 (ISOPHTHALIC RESIN), 1” 1/2” THICK x1 ½” x 1 ½” SQUARE MESH

15 200 19.5

VEFR-10 (VINYL ESTER RESIN) 1” THICK x 1 ½” x 1 ½” SQUARE MESH

0 195 12.3

Application/Limitation

For use in locations according to enclosed Structural Fire Integrity Matrix.

Structural Fire Integrity Matrix.

Location

Service IFR-25, VEFR-10,OFR-25, IFR-10,

IFR-25 and VEFR-10

Machinery Spaces Walkways or areas which may be used forescape, or access for fire fighting, emergencyoperation or rescue

NO

Personnel walkways, catwalks, ladders,platforms or access areas other than thosedescribed above

NO

Cargo Pump Rooms All personnel walkways, catwalks, ladders,platforms or access areas

NO

C H ld W lk hi h b d f

Certificate No.: F-20540File No.: 471.53Job Id.: 262.1-015791-1



Open Decks or semi-enclosed areas Walkways or areas which may be used forescape, or access for fire fighting, emergencyoperation or rescue

NO

Personnel walkways, catwalks, ladders,platforms or access areas other than thosedescribed above

YES

Gangway for safe access to bow on tankersaccording to IMO MSC.62(67) NO

(1) The grating can only be used if these spaces are normally not entered when underway.

Type Approval documentationCertification in accordance with Standard for Certification No. 1.2, Type Approval, January 2013.

Test Report Nos. AJD201301926 (IFR-25) dated 2013-06-18, AJD201301927 (VEFR-10) dated 2013-06-17 andboth from SGS-CSTC Co., Ltd., China.

Test Report Nos. AJD201301924 (OFR-25) dated 2013-04-25, AJD201301923 (IFR-10) dated 2013-06-17, AJD201303125-1 (IFR-25) dated 2013-06-19 and AJD201303125 (VEFR-10) dated 2013-06-18, all from SGS-CSTC Co., Ltd.,China.

Tests carried outTested according to ASTM E84-12.

Marking of productThe product is to be marked with name of manufacturer and type designation.

Periodical Assessment for Retention of the Type Approval CertificateDNV’s surveyor is to be given permission to perform Periodical Assessments at any time during the validity of thiscertificate and at least every second year. The arrangement is to be in accordance with procedure described inStandard for certification No. 1.2 Type Approval Item 4.

Certificate Number: 07-SQ289844-1-PDA08/JAN/2014

ANNEX 4



Confirmation of Product Type Approval

Please refer to the "Service Restrictions" shown below to determine if Unit Certification is required for this product.

This certificate reflects the information on the product in the ABS Records as of the date and time the certificate isprinted.

Pursuant to the Rules of the American Bureau of Shipping (ABS), the manufacturer of the below listed product helda valid Manufacturing Assessment (MA) with expiration date of 26/NOV/2018. The continued validity of theManufacturing Assessment is dependent on completion of satisfactory audits as required by the ABS Rules.

And; a Product Design Assessment (PDA) valid until 10/NOV/2018 subject to continued compliance with the Rulesor standards used in the evaluation of the product.

The above entitle the product to be called Product Type Approved.

The Product Design Assessment is valid for products intended for use on ABS classed vessels, MODUs or facilitieswhich are in existence or under contract for construction on the date of the ABS Rules used to evaluate theProduct.

ABS makes no representations regarding Type Approval of the Product for use on vessels, MODUs or facilitiesbuilt after the date of the ABS Rules used for this evaluation.

Due to wide variety of specifications used in the products ABS has evaluated for Type Approval, it is part of ourcontract that; whether the standard is an ABS Rule or a non-ABS Rule, the Client has full responsibility for

continued compliance with the standard.Product Name: FRP Grating

Model Name(s): 1. Pultruded Grating P-VEFR-5 and P-IFR-20 ; 2. Molded GratingM-P-5, M-VEFR-10, M-OFR-15 and M-IFR-20 .

Presented to:NANTONG STRONG WORLD FIBRE REINFORCED PLASTIC PRODUCTS CO., LTD.NO. 158 SHIGANG INDUSTRIAL DEVELOPMENT ZONETONGZHOU DISTRICT

NANTONGChina

Intended Service: 1.Personnel walkways, catwalks, ladders, platforms or access areas in machineryspaces, cargo holds, open decks or semi-enclosed areas. 2. All personnel

spaces and cargo holds. 3. The product is not to be used in areas where L1, L2 orL3 rated FRP grating required in ABS Rules for Building and Classing Facilities onOffshore Installations.

Comments: 1. This approval was not done on behalf of a particular Administration. 2. The

Certificate Number: 07-SQ289844-1-PDA



Comments: 1. This approval was not done on behalf of a particular Administration. 2. TheManufacturer has provided a declaration about the control of, or the lack of

Asbestos in this product.

Notes / Documentation: 1. Test report No. 01.10932.01.190e dated August 23, 2005 (For model P-VEFR-5)2. Test report No. 01.10932.01.190f dated August 23, 2005 (For model P-IFR-20)3. Test report No. 01.10932.01.190d dated July 11, 2005 (For model M-P-5) 4.Test report No. 01.10932.01.190c dated July 11, 2005 (For model M-VEFR-10) 5.Test report No. 01.10932.01.190a dated July 11, 2005 (For model M-OFR-15) 6.Test report No. 01.10932.01.190b dated July 11, 2005 (For model M-IFR-20)(Issued by Southwest Research Institute. USA)

Term of Validity: This Product Design Assessment (PDA) Certificate 07-SQ289844-1-PDA, dated11/Nov/2013 remains valid until 10/Nov/2018 or until the Rules or specificationsused in the assessment are revised (whichever occurs first). This PDA is intendedfor a product to be installed on an ABS classed vessel, MODU or facility which is inexistence or under contract for construction on the date of the ABS Rules orspecifications used to evaluate the Product. Use of the Product on an ABS classedvessel, MODU or facility which is contracted after the validity date of the ABS Rulesand specifications used to evaluate the Product, will require re-evaluation of thePDA. Use of the Product for non ABS classed vessels, MODUs or facilities is to be

to an agreement between the manufacturer and intended client.ABS Rules: The Rules applicable to this assessment are: 2013 ABS Steel Vessel Rules

1-1-Appendix 3.

National Standards: 2003 ASTM E 84-03

International Standards:Government Authority:EUMED:Others:

Model Certificate Model Certificate No Issue Date Expiry Date

PDA 07-SQ289844-1-PDA 11/NOV/2013 10/NOV/2018

ABS ProgramsABS has used due diligence in the preparation of this certificate and it represents the information on the product in the ABS Records as of thedate and time the certificate was printed. Type Approval requires Drawing Assessment, Prototype Testing and assessment of themanufacturer's quality assurance and quality control arrangements. Limited circumstances may allow only Prototype Testing to satisfy TypeApproval. The approvals of Drawings and Products remain valid as long as the ABS Rule, to which they were assessed, remains valid. ABScautions manufacturers to review and maintain compliance with all other specifications to which the product may have been assessed Further

DELTA COMPOSITES L.L.C. STANDARD PRODUCTS & SERVICES WARRANTY

ANNEX 5



(July 30, 2015)

1. Definitions

Supplier: Delta Composites, L.L.C.23219 West Hardy Road

Spring, Texas 77373

(281) 907-0619Purchaser: Heumann Environmental Company, LLC.

Project: Louisville MSD Logan Street Interceptor, Contract No. 350941

2. Limited Warranty

Supplier shall perform its services hereunder in a workmanlike manner and provide any

materials free from general defects in workmanship. The warranty period is (3) years from date

of delivery. Supplier's obligation and Purchaser's sole remedy in the event of any breach in thiswarranty shall be to provide replacement materials and/or services of a like kind and manner to

those shown to be defective which are free from any such claimed defect. EXCEPT ASEXPRESSLY SET FORTH IN THIS PARAGRAPH, SUPPLIER PROVIDES NO FURTHERWARRANTY AND SHALL HAVE NO FURTHER LIABILITY TO PURCHASOR OR ANY

THIRD PARTY FOR OR RELATED TO THE MATERIALS OR ANY SERVICES

PROVIDED TO PURCHASER PURSUANT HERETO, INCLUDING WITHOUTLIMITATION ANY CLAIM FOR LIABILITY FOR NEGLIGENCE; SUPPLIER MAKES

AND PURCHASER RECEIVES NO WARRANTIES NOT SPECIFICALLY PROVIDED

HEREIN, EXPRESS, IMPLIED, STATUTORY, OR IN ANY OTHER PROVISION OF THIS

AGREEMENT OR ANY OTHER COMMUNICATION MADE TO PURCHASER; ANDSUPPLIER SPECIFICALLY DISCLAIMS ANY WARRANTY OF MERCHANTABILITY OR

FITNESS FOR A PARTICULAR PURPOSE OF ANY SERVICE OR MATERIALS

PROVIDED HEREUNDER.

3. Limitation of Liability; Exclusion of Consequential Damages

The cumulative liability of Supplier to Purchaser for any and all claims or any nature in any

manner relating to the services and/or materials provided hereunder, in contract, tort, orotherwise, shall not exceed the total amount of all amounts received by Supplier from Purchaser pursuant to this Agreement within the current calendar year. In no event shall either party be

liable to the other for any consequential, indirect, special, or incidental damages, even if such

party has been advised of the possibility of such potential loss or damage The foregoing



























The top of grating shall beinstalled 4'-0" below the bottom

of the concrete top slab. Thereshould be approx. 4-foot clearheight. This applies to CSO097only - Line L.

e gate s ou e ocateon the 5'-0" side (not 7'-0" side).See Sheet C-38 and referencegate shop drawings. Reviseframing and grating configuration.

Resubmit this drawing under

separate cover for review/approval.

Hinged Grating Section

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