Engineered Solutions of Georgia

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May 12, 2020

Dear

Maria

Thank you for choosing Engineered Solutions to provide a quote for your foundation repair needs.

Engineered Solutions of Ga. has well over a combined 100 years of experience in the foundation and waterproofing industry. Additionally, we enjoy the benefits and accessibility of being an Owner / Operator company. Founded in Atlanta nearly a decade ago we remain committed to serving our North Georgia community. Our staff of engineers and structural repair specialists offer expertise on projects that require a higher level of analysis. We have many time tested industry leading products at our disposal. This allows us to customize a repair for your specific needs. Engineered Solutions of Georgia strives to make it as easy as possible for you to do business with us. We accept all major credit cards, offer six months same as cash, and several 100% financing options. Once you have made the decision to work with ESOG on your project, we will do everything in our power to insure your satisfaction. We are committed to being accessible through the completion of your project and guarantee 100% satisfaction. Please feel free to contact any one of us at the office or the cell numbers listed in this letter. We also invite you to visit us on the web http://www.esogrepair.com , our third party customer service audit conducted by guild quality (click here) and our A rating with the Better Business Bureau (click here) .

We look forward to working with you in the near future and would be glad to answer any questions.

Sincerely ,

Tim Cook 770-314-0041 tim.cook@esogrepair.com

Contract for Services

Date of Issue:

5/12/2020

2260 Northwest Parkway • Suite H • Marietta, GA 30067 • 678-290-1325

Customer Information - 34610

Jobsite Information

Maria Andrade 1102 Langrage Drive Southwest Marietta

Maria Andrade 1102 Langrage Drive Southwest

Name:

Contact Name:

Address:

State: GA

Zip: 30008

Marietta

State: GA

Zip: 30008

City:

Phone:

Cell: (770) 876-7332

mariaandrade1994@gmail.gom

Email:

INSTALL (5) KEVLAR / CARBON FIBER WALL BRACING STRAPS TO STABILIZE REAR CMU FOUNDATION WALL IN BASEMENT: 1. Remove section of drop ceiling as needed. 2. Grind clean a section of the block wall 5.5 inches wide from top of wall to floor elevation. 3. Install top restraint bracket mechanically fastened to rim joist. (3 -left straps) 4. Apply a base coat of epoxy. 5. Embed carbon fiber weave into wet epoxy and remove air to cure. 6. Mortar cracks in CMU buttress ’ on right foundation wall. INSTALL (2) PERMANENT STEEL SUPPORT COLUMNS TO INCLUDE FOOTINGS WITH 12 ” TOP PLATES TO PROPERLY SUPPORT MAIN GIRDER BEAM IN BASEMENT: 1. Excavate form and pour (2 ) new 18”x18”x1 4 ” steel reinforced poured in place 3,000 psi concrete footing LEVEL WITH EXISTING SLAB . 2. Install (2) code compliant, schedule 40 steel support columns with screw adjuster, 12 ” top cap and bottom plate. 3. Install blocking and joist hangers where main girder beam meets basement stairs. 4. Clean up all construction related debris.

NOTES: 1) Above structural repairs carry a transferable life of the structure warranty, see terms and conditions for additional notes.

Applicable Warranty – see terms and conditions in the attached warranty addendum

Waterproofing Warranty

Structural Warranty

Triple Protection Warranty

Payment Schedule

$1,468.00

Deposit

Total Contract Amount

$5,870.00

$4,402.00

Due Upon Completion

Quotation valid for 30 days from the date of issue. Contract subject to terms and conditions printed on the accompanying addenda.

Presented by ESOG

Accepted by the Customer

ESOG Signature

Date

Customer Signature

Date

form revision 12/04/12

Terms & Conditions of This Contract

Customer: Maria Andrade

Jobsite Address: 1102 Langrage Drive Southwest , Marietta, GA 30008

Date of Issue: 5/12/2020

1. SERVICES. Engineered Solutions of Georgia, Inc. (“ESOG”) shall perform each of the services listed in Description of Services listed above (the "Services"). You, the customer named above (“Customer”), agree that ESOG shall have no duty to provide any services or deliver any goods other than described above.

2. RETAINER. A retainer (the “Retainer”) of twenty-five percent (25%) of the Estimate price is due prior to ESOG’s commencement of the Services.

3. ADDITIONAL CHARGES. Customer acknowledges it is impossible in all cases for ESOG to precisely assess the scope of needed Services prior to commencing work. During the course of providing the Services ESOG may discover additional conditions or damages that must be remedied. In such case, Customer authorizes ESOG to perform such additional services (the “Additional Services”) and agrees to reasonably compensate ESOG therefor. Customer further agrees to compensate ESOG for each of the following, regardless of whether such services or charges are expressly included in the Description of Services above: (a) Normal Construction. This Agreement assumes normal construction, concrete thickness and footing depth (no more than three feet below interior slab) and further assumes compliance with applicable building codes. If unforeseen subsurface conditions are encountered additional charges may be levied (at the contractor's option) to prepare the area for installation. If corrections are not made all warranties are void. (b) Pre-Drilling Conditions. In some instances debris is located above competent bearing material and cannot be penetrated by piers. In those instances pre drilling is necessary to provide a warranted pier. The pre-drilling charge is $4,000.00 per day pro-rated to the 1/2 day. If competent bearing is not reached additional movement may occur and such movement is excluded from warranty coverage. (c) Undisclosed Conditions. If ESOG encounters any unforeseen or undisclosed conditions in performing the Services, additional charges may be incurred (at ESOG option) to provide for and/or correct these conditions. If ESOG recommends that such corrections be made but Customer declines, then all warranties are void. (d) Footings and Floors. This Agreement is based on a standard width footing (not over sixteen (16) inches wide), unless otherwise specified. If wider footings are encountered, a surcharge of up to $7.50 per linear foot may be charged at ESOG’s sole option. If a monolithic slab is encountered, an alternative inside waterproofing method must be employed and a surcharge of up to $50.00 per linear foot may be charged. This contract is based on standard floor thickness not to exceed five (5) inches in depth. If thicker floors are encountered, a surcharge of $10.00 per linear foot per inch of depth may be charged at the ESOG’s sole option. In each case, Customer will pay ESOG such additional charges. (e) Pier Depth. It is impossible to determine in advance how deep ESOG must drill to reach a load bearing strata. The cost quoted for piering covers up to twenty-one (21) feet in depth. Any necessary drilling in excess of this depth shall be charged at a cost of $28.00 per additional foot. (f) Crack Injections. The minimum charge to mobilize and inject cracks in foundation walls is $1,200.00. (g) Grout Quantity Estimate. Pressure grouting overage is billed at $28.00 per cubic foot. ESOG uses an industry accepted formula to calculate estimated grout quantity in order to provide a quote for repairs. ESOG will periodically notify Customer of actual usage. The minimum charge for grouting operations is $3,500.00 per day. (h) Change Order. ESOG may request or Customer may order changes in the Services that impact the Estimate Price or the anticipated completion date. All such changes in the Services that affect the Estimate Price or anticipated completion date shall be formalized in a written change order (each, a “Change Order”) substantially in the form attached hereto labeled “Change Order Worksheet”. Additional charges associated with a Change Order shall be provided on the Change Order Worksheet, and Customer agrees to pay all such additional charges. 4. PAYMENT TERMS. All sums are due immediately upon completion of work (other than the Retainer, which is due in advance), unless otherwise specified in this Agreement. Customer’s failure to pay for Services rendered within ten (10) days’ completion thereof will constitute a default hereunder. In the event of default, Customer agrees to pay all collection costs incurred by ESOG, including reasonable attorney’s fees, and agrees to pay interest at the rate of 1.5% per month (18% APR) on the unpaid balance until paid in full. 5. CUSTOMER DUTIES. (a) Presence at Jobsite. Customer must be present at the Jobsite for the start and the completion of the project. ESOG’s production crews will arrive each day between 8:30am and 9:30am unless otherwise stated. ESOG’s foreman will contact Customer one (1) hour before completion. (b) Clear Work Area. Customer shall clear all work areas where Services are to be performed (collectively, the “Work Space”). This includes removal by Customer of any and all obstructions and/or impediments in the Work Space, including, but not limited to: carpet, floor covering, stairs, counters, counter tops, cabinets, shelves, plumbing, appliances, furniture and fixtures. Customer’s duty to clear shall further include all space within thirty-six (36) inches from each wall within or adjacent to the Work Space. Customer further agrees to provide a clear path of ingress and egress for personnel and equipment to and from the Work Space. (c) Water and Electrical Power. Customer shall provide ESOG water service and electrical power necessary for completing the Services. This includes access to water for mixing concrete (if necessary) and a minimum of two (2) electrical circuits (one 20-amp circuit and one 15-amp circuit). If no power is provided, the customer will be responsible for any cost incurred by ESOG in providing power. In the event of circuit overload, access to the fuse or circuit breaker box (electrical service) must be provided. In the case of fuses, the customer must provide an ample supply of replacement fuses in the event of circuit overload. If a sump pump(s) is/are required, Customer shall provide an electrical outlet within 25 feet of the pump. (d) Finished Walls. The customer is responsible for the removal and replacement of baseboards and trim unless otherwise specified. ESOG is not responsible for damage to finished walls (plaster, sheetrock, baseboards, paint, wall coverings, molding, paneling, etc.) not removed by customer. (e) if framed walls are added after waterproofing system is installed bottom plate must be adheared with consturction glue. piercing of waterproofing system will void warranty (f) exit points for all draianage must be maintained and left unobstructed. 6. HOLD HARMLESS. Customer acknowledges the Services provided by ESOG hereunder are inherently dangerous and are sought to help remedy existing water and/or structural damages. Accordingly, Customer agrees to indemnify, defend and hold ESOG harmless from any of the following: (a) Plants, Shrubs and Trees. Outside installations and excavation carry an inherent danger of damage to flowers, plants, shrubs and trees. ESOG assumes no liability for damage to plants, shrubs, trees or other landscaping due to our work. (b) Concrete Floors. With inside installations, a section of concrete floor may be removed and replaced. If necessary, such removal and replacement may result in some color variation in the floor. Additionally, if clay must be removed it may cause some staining of the concrete floor. Customer agrees that in some cases such staining is unavoidable, and that ESOG will not be responsible for damage of staining due to removal of materials or patching. (c) Dust. In most cases, the dust control methods utilized are adequate. Occasionally, particularly hard or thick floors require the use of an air hammer, which is less amenable to dust control. In such cases, ESOG will pay up to $300.00 for an outside cleaning service, as determined by ESOG in its sole discretion. (d) Plastic Deformation. Components that have deformed over time may cause cracks to appear during a lift. This is a natural occurrence and ESOG assumes no responsibility for such damage and deformation may prevent floors from being level. (e) Surrounding Amenities, Utilities and Finishes. ESOG shall use commercially reasonable efforts to control grout overflow and splatter. However, as the grout is injected under pressure, some overflow and splatter is unavoidable. ESOG shall not be responsible for damage to plants, underground utilities or adjacent areas into which grout may flow, including, but not limited to, pool shells, brick or stone veneer, plumbing, electrical conduits, floor drains and pipe penetrations. Although, ESOG will cover finishes, touch up paint may be required and in some instances walls and ceilings may need to be repainted. A quote for painting can be provided upon request and is not included in the cost of this contract. Customer or Customer’s agent must be present during the grouting process. 7. EXTERIOR DRAINAGE. Exterior drainage is covered under a one-year workmanship and materials warranty. Exterior drainage has a fixed, limited capacity. If that capacity is exceeded due to rain fall or debris in the line, a leak will occur and is not covered under the warranty. A recommendation can be made to have a hydrologist study the drain basin and design a drainage plan to meet specific flood plains (25-year, 50 year, 100-year etc.) at additional cost. 8. STABILIZATION. The primary objective of work performed hereunder is to stabilize the repaired area against further movement. ESOG will attempt, but cannot guarantee, to lift the foundation, level floors, close cracks, render doors and windows operational and move walls back into original position. Customer must be present during the lift. Walls and wall components that have rotated out of position often will not return to their original positions and additional repairs will be required. Such additional repairs are not part of this contract unless otherwise stated. ESOG will lift only as much as the structural integrity will allow. 9. SOIL DISCLAIMER. In the absence of a soil report generated by a licensed geotechnical engineer, the allowable soil pressure for the purpose of the Services is 2,500 psf. Prior to construction, soil design parameters stated on the structural foundation details, including, but not limited to, allowable soil bearing pressure, equivalent lateral fluid pressure (active and passive), internal angle of friction, coefficient of friction and soil density, shall be field-verified by a geotechnical testing company engaged by Customer. In the event of a conflict between field-verified soil parameters and those stated on the foundation details, construction shall not proceed until appropriate design modifications by the foundation design engineer-of-record have been submitted. 10. LIMITATION OF LIABILITY. IN NO EVENT SHALL ESOG BE LIABLE FOR ANY LOST PROFITS OR SPECIAL, INCIDENTAL, EXEMPLARY OR CONSEQUENTIAL DAMAGES, WHETHER BASED UPON BREACH OF WARRANTY, BREACH OF CONTRACT, NEGLIGENCE, STRICT LIABILITY OR ANY OTHER LEGAL OR EQUITABLE THEORY AND REGARDLESS OF WHETHER CUSTOMER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH LOSS OR DAMAGE. THE LIABILITY OF ESOG SHALL BE LIMITED TO THE AMOUNT OF FEES ACTUALLY PAID TO ESOG BY CLIENT UNDER THIS AGREEMENT. 11. DISCLAIMER OF REPRESENTATIONS AND WARRANTIES. EXCEPT AS OTHERWISE EXPRESSLY SET FORTH IN THIS AGREEMENT, ESOG MAKES NO REPRESENTATIONS AND EXTENDS NO WARRANTIES OF ANY KIND, EITHER EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, AND THE NON-INFRINGEMENT OF ANY THIRD-PARTY PROPRIETARY RIGHTS. ALL UNIFORM COMMERCIAL CODE WARRANTIES ARE EXPRESSLY DISCLAIMED BY THE PARTIES. 12. MISCELLANEOUS PROVISIONS. This Agreement shall be binding upon and inure to the benefit of the heirs, personal representatives, successors, and assigns of the Parties. Any notice or demand made hereunder shall be sent by electronic mail or facsimile and the original sent as specified herein the same day by United States mail, postage prepaid, addressed to the address provided above. In the event of a default, the defaulting party shall reimburse the non-defaulting party for all costs and expenses reasonably incurred by in connection with the default, including, without limitation, attorney fees. No waiver of any provision of this Agreement shall be deemed or constitute a waiver of any other provision, nor shall any waiver constitute a continuing waiver. No waiver shall be binding unless executed in writing by both parties. This Agreement shall be governed by the laws of the State of Georgia and any dispute related hereto or arising hereunder shall be brought exclusively in the Superior Court of Cobb County, Georgia. This Agreement constitutes the entire agreement between the parties pertaining to its subject matter, and it supersedes all prior contemporaneous agreements, representations, and understandings of the Parties. No modification, or amendment of this Agreement shall be binding unless executed in writing by all Parties. ESOG shall not be in default if prevented from performing any of its obligations hereunder for any reason beyond its reasonable control, including without limitation: acts of God, nature, public enemy strikes, limitations or law, regulations or Customer’s failure to perform its duties and obligations required of it in order for ESOG to provide its Services under this Agreement.

Customer Signature

form revision 12/04/12

Warranties

Customer: Maria Andrade

Jobsite Address: 1102 Langrage Drive Southwest , Marietta, GA 30008

Date of Issue:

5/12/2020

Structural Warranty: Engineered Solutions, Inc. warrants its work to be free of defects in workmanship and materials for the life of the structure, provided all terms of the contract have been met. This covers labor and materials under direct control of Engineered Solutions. Products of other suppliers (pier steel, brackets, fasteners, etc) are covered by that manufacturer's separate warranty. This warranty is transferable to successive owners provided that Engineered Solutions is notified in writing, within thirty days of the date of transfer. If any additional movement of the installed components occurs counter to the repair, other than movement caused by earthquake, ground shifts, severe wind, flood, slope or hill movement, extreme change in the water table (sink holes or upheaval), or other Acts of God or similar man made conditions including but not limited to, explosions, mining operations, abandonment of building, improper drainage, adjacent construction, improperly supported additional construction, etc. Engineered Solutions will at no cost to the homeowner, correct any defect in workmanship or materials in order to stabilize the area. The foregoing is our sole warranty. All other warranties are excluded. The owners’ sole remedy shall be for correction of any defect in workmanship or materials as set forth above. In no event shall Engineered Solutions be liable for consequential damages regardless of basis of claim.

Customer Signature

form revision 12/04/12

5-KEVLAR CARBON FIBER STRAPS TO STABILIZE REAR CMU FOUNDATION WALL

14'-0"

8'-4"

INSTALL BLOCKING WITH JOIST HANGERS

2-STEEL SUPPORTS WITH FOOTINGS AND 12" TOP PLATES

FRONT OF STRUCTURE

LEGEND

INDICATES LOCATION OF CARBON FIBER / KEVLAR STRAP WITH TOP AND BOTTOM RESTRAINT INDICATES NEW STEEL SUPPORT COLUMN ON NEW CONCRETE FOOTING

DRAWN BY

REPAIR PLAN

SCALE

N.T.S.

o f G e o r g i a Foundation Repair & Waterproofing

1102 Langrage Drive Southwest Marietta, GA

DATE

5/12/2020

This drawing is the sole property of Engineered Solutions of Georgia. Reproducing or copying this drawing, in whole or in part, is prohibited without the express written permission of Engineered Solutions of Georgia. It is only to be used for the project designated herein and may not be used for any other project. It is to be returned upon request.

DRAWING NUMBER

SK-1

TOP RESTRAINT BRACKET

CARBON FIBER KEVLAR WEAVE ENCAPSULATED IN EPOXY

HORIZONTAL CRACK CAUSED BY LATERAL PRESSURE

MECHANICALLY CLEAN SECTION OF WALL TO ENSURE PROPER EPOXY BOND

DRAWN BY

FORTRESS STRAP w/ TOP RESTRAINT

SCALE

N.T.S.

o f G e o r g i a Foundation Repair & Waterproofing

DATE

3/27/15

DRAWING NUMBER

ST-6

Permanent Basement Wall Repair Best under pressure. THE ONLY SOLUTION WITH ALL THESE BENEFITS:  ICC-ES building code certification.  Lifetime warranty.  Stronger than original wall.  Carbon fiber & Kevlar system.

The Fortress Stabilization System is protected by Patent No. 7743585, 7823354, 8142102, 8367569, 9034775, 6746741, 6846537, RE39839, 9528286, 9290956, 9290957, 9790697, 3040496 and other pending patents.

Top Anchor The first company to develop a top-of-wall anchor. The Fortress top anchor is post-tensioned after installation. This ensures that the top anchor and wall are engaged under tension, and holding fast, when the job is complete. No other company has a post-tensioned wall anchor. Bolting to the rim joist is safer. The sill plate is not adequately connected to the floor joist to carry the load. The Fortress top anchor is mechanically fastened to the rim joist, not the sill plate. By connecting to the rim joist, the Fortress top anchor engages the building’s floor system, providing a stronger, more durable anchor. This prevents any movement of the basement wall. A stronger connection. Many older homes do not have enough sill plate-to-foundation wall connections to ensure that the sill plate will hold under stress. Engaging the floor system (first story floor to top of basement wall) provides the strongest, safest connection. A Complete System For A Complete Solution Bottom Anchor The best in the industry. Here’s why: The quality of the bottom anchor construction is very important. Because preventing shear requires strength, we made our bottom anchor over 5 times thicker and 125 times stiffer than the competition. In addition, we make sure that the connection to the foundation is absolutely secure. We use a dual leg solution with specific contact lengths engineered to achieve a 200% safety factor. Our bottom plate anchor is the best in the industry. The Fortress bottom anchor secures your wall from shear slide. Shear slides can occur at the bottom of masonry walls where shear forces are greatest. This inward movement of the wall is defined as shear. In typical situations the basement floor holds the bottom of your wall from moving in, but where there are excessive shear forces, the Fortress bottom anchor is needed. The bottom anchor uses the basement floor to secure the Carbon-Kevlar strap and prevents shear slides. The bottom anchor is used in both block and poured concrete walls. The best solution to bottom-of-wall anchors. The Fortress bottom anchor takes the proven American Concrete Institute recommendation for anchoring carbon fiber straps and makes it better.

Top Anchor

Bottom Anchor

What goes into the Fortress Carbon- Kevlar Strap?

Not all carbon fiber is created equal.

Before considering another carbon fiber system, ask how their fibers are arranged. Conventional manufactures commonly weave the carbon. This produces an attractive woven pattern, but this method also crimps the fibers while going over and under each other. When force is applied to a woven pattern, the bent fibers try to straighten out, which reduces effectiveness. You can see that it’s done right. Fortress has always been concerned with having the best composite performance. All strength in fiber composites is gained when the fibers are straight. Unidirectional fibers lay flat, eliminating flex when force is applied. The unidirectional method Fortress has developed creates a product twice as strong as products using woven carbon fibers. This Fortress propriety manufacturing process allows for a true unidirectional carbon product, which is the perfect tool to reinforce foundations. Exclusive open grid technology. The Fortress open grid technology (OGT) combined with epoxy rivet technology (ERT) connects to the carbon grid to form a mechanical bond to the wall. Epoxy rivet technology forms an adhesive bond between the grid and the masonry substrate which load to the carbon fiber, creating an adhesive bond as well as a mechanical “rivet” between each fiber of the grid. There are over 8,000 epoxy rivets securing a single strap to your wall. OGT and ERT are exclusive to the Fortress system.

Ultimate Tensile Product Strength (psi) Fortress Carbon-Kevlar 234,700 Zoltek Panex PX35 203,000 VSL V-Wrap C100 140,000 Edge FiberBond 140,000 Quakewrap TU27C 135,000 Fife Tyfo SCH-41 121,000 Sika SikaWrap Hex 117C 105,000 Competitor R 51,571 strength of 234,700 psi. For full details, view the Fortress Carbon Grid Strap Design Manual on our website. Strongest strap available. Fortress is the strongest carbon fiber system available. Every lot produced is tested to meet our guaranteed minimum tensile

Soil

Pressure

The Only System With ICC Certification and a Lifetime Warranty

What does “ICC certified” mean? The International Code Council (ICC) was formed in the 1990s by the three major U.S. regional building code agencies and developed the current International Building Code. This code is used to protect public health and building safety throughout the United States and in countries around the world. ICC developed its Evaluation Service (ICC-ES) to certify that products intended to be installed in a home or business are safe and are building code approved. Certification by the ICC-ES means a product and its manufacturing process have been tested, evaluated and regularly audited by ICC to meet or exceed product performance reliability. Fortress obtained ICC-ES certification through a rigorous testing process performed by an ISO 17025 accredited laboratory at the University of Miami, Structures and Materials Laboratory. The ICC-ES certification identifies Fortress Stabilization Systems as a premier building product manufacturer able to produce consistent and reliable product performance. A copy of the Fortress Stabilization Systems’ ICC-ES report is located on our web site. Why does ICC certification matter? An ICC-ES approved product can be immediately identified by any code official, home inspector, or bank appraiser as building code approved. The ICC ESR report number identifies the Fortress system as approved by every local building code agency in the United States. This means a Fortress certified product will pass every building code inspection so you can have peace of mind that it’s safe for your home. Fortress’ transferable lifetime warranty together with ICC-ES certification will show potential buyers and lending institutions that you installed the best system available if you ever decide to sell your home. Trying to sell your home without a building code approved system could be a very costly mistake. Make sure you use only an ICC-ES, building code approved product.

Proudly made in the USA. The Fortress top anchor, bottom anchor and Carbon-Kevlar straps are made in the USA at our 25,000-sq.ft. manufacturing facility in Holland, Michigan.

184 West 64th Street, Holland, MI 49423 Tel: 616-355-1421 Fax: 616-355-1428 Email: Solutions@FortressStabilization.com

1-800-207-6204 | FortressStabilization.com

TOP CAP SECURED TO COLUMN & FRAMING

3" SCHEDULE 40 STEEL COLUMN

HIGH CAPACITY SCREW ADJUSTER ALLOW FOR INFINITE ADJUSTMENT (NO SHIMS)

1 2 " STEEL BASE PLATE SECURED TO FOOTING

18"x18"x12" STEEL REINFORCED POURED IN PLACE CODE COMPLIANT FOOTING TOP OF FOOTING PLACED APPROXIMATELY 2" ABOVE EXISTING GRADE

DRAWN BY

STEEL SUPPORT POST w/ FOOTING

SCALE

N.T.S.

o f G e o r g i a Foundation Repair & Waterproofing

DATE

3/27/15

DRAWING NUMBER

ST-12

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

09/30/2019

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

NAME: CONTACT

Cecille Stafford

PRODUCER

(A/C, No): FAX

E-MAIL ADDRESS: (A/C, No, Ext): PHONE

Sterling Seacrest Partners, Inc P O Box 724137

(678) 424-6500

(678) 424-6501

cstafford@sspins.com

INSURER(S) AFFORDING COVERAGE

23396 19488 38920 NAIC #

Atlanta INSURED

GA 31139

Amerisure Mutual Insurance Co Amerisure Insurance Company Kinsale Insurance Company

INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A :

Engineered Solutions of Georgia Inc. 2260 Northwest Pkwy Suite H Marietta

GA 30067

19-20 Master w/ Prof

COVERAGES

CERTIFICATE NUMBER:

REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

ADDL INSD

SUBR WVD

LTR INSR

(MM/DD/YYYY) POLICY EFF

(MM/DD/YYYY) POLICY EXP

TYPE OF INSURANCE

LIMITS

POLICY NUMBER

1,000,000 500,000 10,000 1,000,000 2,000,000 2,000,000

COMMERCIAL GENERAL LIABILITY

MED EXP (Any one person) PREMISES (Ea occurrence) EACH OCCURRENCE DAMAGE TO RENTED

CLAIMS-MADE

OCCUR

CPP2105771 02 02

10/01/2019 10/01/2020

PERSONAL & ADV INJURY

GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC

GENERAL AGGREGATE

PRODUCTS - COMP/OP AGG

$ $ $ $ $ $

OTHER:

COMBINED SINGLE LIMIT

1,000,000

OWNED ANY AUTO AUTOMOBILE LIABILITY

(Ea accident)

PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person)

AUTOS ONLY AUTOS NON-OWNED SCHEDULED

CA 2105770 02 01

10/01/2019 10/01/2020

AUTOS ONLY HIRED AUTOS ONLY

(Per accident)

5,000,000 5,000,000

EXCESS LIAB UMBRELLA LIAB

OCCUR CLAIMS-MADE

EACH OCCURRENCE

CU 2105772 02 02

10/01/2019 10/01/2020

AGGREGATE

DED

RETENTION $

E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER

WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE

Y / N

1,000,000 1,000,000 1,000,000 1,000,000 1,000,000

$ $ $

WC 2106250 02 01

10/01/2019 10/01/2020

N / A

Each Claim Aggregate

Professional Liability

0100008482-8

10/01/2019 10/01/2020

DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

The following applies when required by written contract: Certificate Holder is included as an Additional Insured as respects General Liability (ongoing & completed operations) and Auto Liability. Umbrella follows form over General Liability, Auto Liability, and Employers Liability. General Liability & Auto Liability coverages are primary & non-contributory. Waiver of Subrogation in favor of the Certificate Holder and Additional Insureds applies to the General Liability, Auto Liability and Workers Compensation policies.

CERTIFICATE HOLDER

CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

*For Information Purposes*

AUTHORIZED REPRESENTATIVE

ACORD 25 (2016/03)

The ACORD name and logo are registered marks of ACORD

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