Hurricane Ian

FEMA 4673-DR-FL

795 BIRO DRIVE

J o b I D # : 2 3 - 1 0 5 4 W

A u g u s t 2 4 , 2 0 2 3

COMPREHENSIVE REPORT

Turcotte Residence - Structural Evaluation

Hazard Mitigation Grant Program - Hurricanes Ian - Fall 2022 795 Biro Drive - Port Orange, Florida 32127 CRA & Associates, Inc. Job ID#: 23-1054W

REQUESTED BY

Ms. Valerie Duhl, P.E. o/b/o/ Mr. Michael D. Turcotte

Community Development Engineer - City of Port Orange 1000 City Center Circle - Port Orange, FL 32129

SUBMITTED BY

Mr. Charles R. Adams, P.E. - FL # 15113

President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

PREPARED BY

Mr. Jonathan A. Adams, B.S.E.T

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On July 10, 2023, our office conducted a visual-only inspection at the above referenced location. Unfortunately, no one was able to meet our inspector on-site, so the inspection was limited to the exterior of the residence. The purpose of this visit was to determine the condition of the existing structure, and to present our recommendations regarding suitability for the proposed lifting process or if the subject structure should be demolished and rebuilt.

BACKGROUND

The 1,696 ft2 subject structure was built in 1961 with a 140 ft2 finished enclosed porch, a 15 ft2 open finished porch, and a 168 ft2 unfinished screen porch. In 1997, the homeowner added a 168 ft2 open unfinished porch. These attached structures increased the square footage of the home’s base area, resulting in a total building area of 2,187 ft2.

The subject structure’s monolithic concrete slab on grade supports CMU exterior walls. The presence and/or size of a continuous thickened edge or concrete footing(s) is both unknown and uncertain. According to the Volusia County Property Appraiser’s Website, the interior walls were constructed using wood frame, drywall, and plaster. The interior floors were originally terrazzo, but due to the limited access, we could not confirm the type of flooring currently existing. The gable end roof system is composed of wood trusses and an architectural asphalt shingle covering.

The homeowner is trying to determine if elevating the structure is possible and practical.

The Port Orange Community Development Department recommended they contact a local structural engineer due to the nature of the proposed scope of work. We were subsequently hired to perform an evaluation of the subject structure and provide a report with our findings & recommendations.

OBSERVATIONS

From the exterior perimeter, the subject structure appears in fair condition. There is no visible deflection or distortion in any of the structural components, and the roof system appears to be fairly new. The entire footprint shares the same roof structure except for the open unfinished porch addition, which is an independent light gauge metal screen room structure. Signs of recently patched settlement cracks are noticeable in several locations around the home. In addition to the recent cosmetic repair of the stair step cracks, there is a large horizontal crack poorly repaired on the northeast corner of the home. A couple more horizontal cracks are present on the southeast corner of the subject structure.

According to the homeowner, during the hurricanes water intrusion reached ±12” above the finished floor elevation.

CONCLUSIONS

The subject structure’s foundation and up to 12” of the bottom of all walls were exposed to flood water. Other than routine cleaning, subsequent mitigation has not taken place.

The overall extent of damage which exists in the affected areas is unknown.

Preliminary inspection identified several potential structural concerns which are present throughout the exterior, and likely the interior, of the home. Widespread settlement cracks, in combination with the home being built prior to the inception of the Florida Building Code, leave the possibility for extensive construction deficiencies. It is very common for the CMU exterior walls built prior to FBC to be void of reinforcing and have only minimal filled cells, if any. Lifting is still possible, but extra care should be given to assuring adequate support of the building envelope and slab.

RECOMMENDATIONS

The recommendations contained herein are conceptual in nature and strictly intended for the preparation of the subject property in an effort to facilitate a successful lifting process.

The lifting contractor’s engineer should be made aware of our observations and independently evaluate the condition of all structural elements to confirm lifting is feasible.

Close attention should be paid to verifying the actual thickness of the slab and confirming it can span the distance between proposed support beams.

Lastly, the Professional Engineer who provides design of the support structure for the new home should be responsible for the following:

A. Require soil borings and a geotechnical report with findings & recommendations.

B. Independently evaluate all site conditions, including location & topography.

C. Design the new structure, particularly the foundation, according to the parameters outlined in the geotechnical report for design criteria and procedures.

D. Create a specification to protect exposed reinforcing steel, in slabs and/or beams, with a cementitious coating to prevent accelerated corrosion due to exposure to salt laden air, once lifted.

E. Assure that all utilities are either accessible by the addition of elevated decks or relocated to the ground level.

We have attached photographs showing some examples of the described observations. If you have any questions, or require additional information, please feel free to contact us.

Sincerely, Charles R. Adams, P.E.

FL # 15113

795 Biro Drive - House Numbers on Mailbox

N View of the N Corner of the Subject Structure

NE View of the Subject Structure

N View of the NE Side of the Subject Structure

E View of the Subject Structure

ESE View of the Subject Structure

S View of the SE Side of the Subject Structure

S View of the SW Side of the Subject Structure

SW View of the SW Corner of the Subject Structure

SSW View of the Subject Structure

S View of the Addition on the W Side of the Subject Structure

SW View of the Center of the SW Side of the Subject Structure

SW View of the NW Portion of the SW Side of the Subject Structure

S View of the Addition on the SW Corner of the Subject Structure

W View of the Addition on the SW Corner of the Subject Structure

W View of the NW Side of the Subject Structure

NW View of the NW Side of the Subject Structure

NNW View of the N Corner of the Subject Structure

111 FLEMING AVENUE

J o b I D # : 2 3 - 1 0 5 4 M - N

J u n e 1 8 , 2 0 2 3

France Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 111 Fleming Ave - Port Orange, Florida 32127 CRA & Associates, Inc. Job ID#: 23-1054M-N

Ms. Valerie Duhl, P.E.

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 25, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structures, and to present our recommendations regarding suitability for the proposed lifting process or if the subject structures should be demolished and rebuilt.

The 1,350 ft2 primary structure was built in 1924 with a 236 ft2 patio, and a 100 ft2 wood deck all added during original construction. In 2006, a 216 ft2 finished carport was added.

The aforementioned additions increased its base area, resulting in a total building area of 1,902 ft2.

In 1939, a 190 ft2 detached apartment was built on the subject property. In 2006, a bathroom fixture was added to the accessory structure.

Based on a permit search through the Volusia County Property Appraiser’s Website, the primary structure had new windows installed in 2005, a new driveway poured in 2006, electrical repairs done in 2009, major A/C & plumbing repairs in 2010, siding replaced in 2011, the shingle portion of the roof redone in 2014, and (14) IntelliJacks installed for foundation repair and/or stabilization in 2021.

The primary structure’s wood & concrete pedestals support a wood beam & joist floor structure with a plywood subfloor. The presence and/or size & condition of spread concrete pad footings to support the pedestals is unknown. The exterior walls are composed of wood frame and cement board siding with some stucco clad columns. The interior walls are constructed using wood frame with unknown sheathing or lath, and plaster. The interior floors are made up of a combination of ceramic tiles, what appears to be wood-look synthetic flooring, and according to the property appraiser’s website, pine or soft wood.

The double-pitch gable-end primary roof system is composed of hand framed wood trusses with a dormer, and a combination of mostly asphalt architectural shingles, and exposed fastener metal coverings over the carport.

The detached accessory structure’s foundation is made up of a monolithic concrete slab-on-grade. The presence and/or size of a continuous thickened edge or concrete footing(s) is unknown. The exterior walls are made up of wood framing and cement board siding. The interior walls are constructed using wood frame, with drywall & plaster. The interior floors are covered with ceramic tile. The gable end roof system is composed of hand-framed wood rafters and an exposed fastener metal covering.

The homeowner is trying to determine if elevating the structures is possible and practical.

structural engineer due to the nature of the proposed scope of work. We were subsequently hired to perform an evaluation of the subject structures and provide a report

The primary structure appears in very good condition, with only a few minor areas of concern. There are cracks visible in the stucco clad columns on the exterior of the primary structure, and a few locations on the interior walls where signs of prior settlement can be seen. In addition, there is visible water damage on the floor, baseboards, and door frame, in the laundry room, on the edge of the vaulted ceiling over the kitchen peninsula, and visible fungal growth around the exterior of crawl space partition walls. Finally, a section of flashing on the face of the fascia is warped and should be replaced. According to the homeowners, during the hurricanes flood levels reached just below the finished floor elevation.

A permit search yields records of prior foundation stabilization, in 2021. This consisted of the installation of (14) IntelliJacks, likely to provide adequate support for the floor beams, where pedestals have settled. The remaining building components, both structural and cosmetic, all appear to be in good condition.

The detached apartment appears in almost perfect condition, with no visible areas of structural concern. The metal roof covering does have some visible fungal growth on its surface; however, this is strictly cosmetic. According to the homeowner, during the hurricanes water intrusion reached +/- 14” above the finished floor elevation.

The primary structure’s foundation was exposed to water intrusion. Subsequent mitigation has not taken place; however, the overall extent of visible damage is minimal, and concealed damage which may exist in affected areas is undoubtedly minor.

Preliminary inspection did not identify any significant structural concerns. Nothing was observed that would eliminate the subject property’s primary structure as a candidate for lifting by an approved contractor.

The detached apartment’s foundation and up to 14” of the bottom of all walls were exposed to flooding from storm water. Subsequent mitigation has not taken place;

however, there is no apparent visible damage, and concealed damage which may exist is undoubtedly minor.

Preliminary inspection did not identify any concerns, neither structural nor cosmetic.

Nothing was observed that would eliminate the subject property’s detached apartment, the accessory structure, as a candidate for lifting by an approved contractor.

the preparation of the subject property in an effort to facilitate successful lifting processes.

The lifting contractor’s engineer should be made aware of our preliminary observations and independently evaluate the condition of all structural elements to verify that no concealed damage exists in either structure, and that previously identified damage has not further deteriorated in the primary structure. Upon engagement of the lifting contractor, and prior to commencement of the lifting process, the foundations will be exposed further.

At that time, additional evaluation of the structural conditions can be provided upon request.

W View of the NW Corner of the Primary Structure

NW View of the Primary Structure

NNW View of the Primary Structure

N View of the Primary Structure

NNE View of the Primary Structure

E View of the NE Corner of the Primary Structure

ESE View of the Primary Structure

E View of the SE Corner of the Primary Structure

SSE View of the Primary Structure

SSE View of the Primary Structure with the Detached Apartment in the Background

SSW View of the Primary Structure

SW View of the Primary Structure Carport

SW View of the Primary Structure with the Detached Apartment in the Background

Interior View of the Dining Room in the Primary Structure

Interior View of the Great Room in the Primary Structure

Interior View of the Kitchen in the Primary Structure

Interior View of the Kitchen and Dining Room - Water Damage on the Vaulted Ceiling

Interior View of the Archway Between the Kitchen and Study - Cracked Top Left Corner

Interior View of Bedroom One

Interior View of Bedroom Two

Interior View of Laundry Room - Minor Water Damage

Exterior View of Laundry Room - Minor Water Damage

Exterior View of Stucco Clad Column – Long Vertical Cracks, Prior Damage

Exterior View of Stucco Clad Column – Signs of Prior Cracks & Damage

SSE View of the Detached Apartment Structure

ENE View of the Detached Apartment Structure – Fungal Growth on Roof Covering

SSE View of the Interior of the Detached Apartment Structure

NNW View of the Interior of the Detached Apartment Structure

111 Fleming Avenue – House Numbers

216 GRANT STREET

J o b I D # : 2 3 - 1 0 5 4 U

A u g u s t 2 3 , 2 0 2 3

Wheeler Residence - Structural Evaluation

Hazard Mitigation Grant Program - Hurricane Ian - Fall 2022) 216 Grant Street - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054U

Ms. Valerie Duhl, P.E. o/b/o Ms. Dorothy Marie Wheeler

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On July 10, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and subject structure should be demolished and rebuilt.

The 1,092 ft2 subject structure was built in 1979 with a 308 ft2 finished garage, a 77 ft2 patio, and a 44 ft2 unfinished open porch. These attached structures increased the square footage of the home’s base area, resulting in a total building area of 1,521 ft2.

presence and/or size of a continuous thickened edge or concrete footing(s) is unknown but likely. The interior walls are constructed using wood frame, drywall, and plaster. The interior floors are made up of a combination of faux wood panels & ceramic tile. The gable end roof system is composed of pre-engineered wood trusses and an asphalt architectural shingle covering.

The homeowner is trying to determine if elevating the structure is possible and practical.

structural engineer due to the nature of the proposed scope of work. We were subsequently hired to perform an evaluation of the subject structure and provide a report with our findings & recommendations.

OBSERVATIONS

The subject structure appears in very good condition, with only minor noticeable signs of water damage in a few locations on the interior walls. There is no visible deflection in any of the structural members, no cracks in the foundation or exterior & interior walls, no visible damage of any type, and no notable concerns. The floors and ceilings all appear to be in very good condition, other than some very minor signs of water intrusion. According to the homeowner, during the hurricanes water intrusion reached ±9” above the finished floor elevation.

The subject structure’s foundation and up to 9” of the bottom of all walls were exposed to water intrusion. Other than routine cleaning, subsequent mitigation has not taken place.

Nevertheless, the overall extent of damage which exists in the affected areas is minimal.

Preliminary inspection did not identify any structural concerns. Nothing was observed that would eliminate the subject structure as a candidate for lifting by an approved contractor.

independently evaluate the condition of all structural elements to verify that no concealed damage exists. Close attention should be paid to verifying the actual thickness of the slab and confirming it can span the distance between the proposed support beams.

Lastly, the Professional Engineer who provides design of the support structure for the new home should be responsible for the following:

A. Require soil borings and a geotechnical report with findings & recommendations.

B. Independently evaluate all site conditions, including location & topography.

C. Design the new structure, particularly the foundation, according to the parameters outlined in the geotechnical report for design criteria and procedures.

D. Reconfigure garage as useable space once elevated.

E. Create a specification to protect exposed reinforcing steel, in slabs and/or beams, with a cementitious coating to prevent accelerated corrosion due to exposure to salt laden air, once lifted.

F. Assure that all utilities are either accessible by the addition of elevated decks or

216 Grant Street - House Numbers on Mailbox

NNW View of the Subject Structure

NW View of the Subject Structure

WNW View of the Subject Structure

NNE View of the Subject Structure

E View of the S Side of the Subject Structure

S View of the SW Corner of the Subject Structure

SSW View of the S Side of the Subject Structure

Dining Room in the Subject Structure

Living Room in the Subject Structure

Family Room in the Subject Structure

Kitchen in the Subject Structure

Very Minor Sign of Water Intrusion (1)

Very Minor Sign of Water Intrusion (2)

5028 PALMETTO STREET

J o b I D # : 2 3 - 1 0 5 4 T

Cushman Residence - Structural Evaluation

Hazard Mitigation Grant Program - Hurricane Ian - Fall 2022 5028 Palmetto Street - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054T

Ms. Valerie Duhl, P.E. o/b/o Mr. Woodrow J. & Mrs. Paula J. Cushman

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180

Structural Engineers / Consultants 414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On July 10, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 23’x35’, originally 805 ft2, residence footprint was built in 1970. A 253 ft2 finished garage and a 116 ft2 open finished porch were also built at the time of construction. With the available information, our best guess is that In 2000, an 8’x13’, 104 ft2 unfinished screened porch & a 10’x11’, 110 ft2 unfinished enclosed porch were added. Then in 2006, a 3’x18’, 54 ft2 patio slab on grade was poured, but not attached to the monolithic slab on grade. The aforementioned additions increased the home’s base area, resulting in a total building area of 1,442 ft2.

Based on a permit search through the Volusia County Property Appraiser’s Website, the residence had a minor plumbing repair in 1995, a permit exists for the additions & electrical upgrades in 2000, and a flat re-roof for one, or possibly both additions, in 2019.

The subject structure has (3) separate monolithic concrete slabs (805 ft2, 253 ft2, 116 ft2) which compose the first story foundation. The exterior concrete block walls are in good shape, with no visible issues. Nevertheless, the presence and/or size of a continuous thickened edge or concrete footing(s) is unknown. The interior walls are constructed using wood frame, with an unknown skin, and plaster. The interior floors are made up of ceramic/clay tile, newer wood-look porcelain tile. The gable end roof system over the majority of the area, is composed of hand framed wood trusses and an architectural asphalt shingle covering. The flat roof portions, over the two additions on the rear of the subject structure, are composed of hand framed rafters and modified bitumen rolled roofing.

The homeowner is trying to determine if elevating the residence is possible and practical.

structural engineer due to the nature of the proposed scope of work. We were subsequently hired to perform an evaluation of the subject structure and provide a report with our findings & recommendations.

OBSERVATIONS

At first glance, the Cushman residence appears in very good condition, with minimal water damage, or damage of any kind, visible. There are no cracks in the interior or exterior walls, no signs of settlement, no pest damage, the roof system appears in good condition, with no visible deflection, and the residence appears regularly maintained. The garage is included in the original footprint and shares the roof system with the primary structure.

Portions of the home which were built as additions, after original construction of the structure, also initially appear well built. However, the existence & nature of connections joining these additions to the existing structure are unknown. These additions do have separate roof systems, so it is theoretically feasible to completely detach them from the primary structure prior to lifting. Despite that potential lack of adequate attachment, no differential movement was apparent. According to the homeowner, during the recent hurricanes water intrusion reached +/- 12” above the finished floor elevation.

CONCLUSIONS

The subject structure has suffered from water intrusion & flood damage several times in the past. Hurricanes Ian & Nicole in 2022 were just the most recent events for which flooding was experienced. The subject structure’s foundation and up to 12” of the bottom of all walls were exposed to water intrusion. After migrating, the moisture had affected at least 18” of the base of all the home’s walls. Subsequent mitigation has not taken place, nevertheless, the overall extent of visible damage which remains is minimal. Concealed damage which may exist in the affected areas is unknown.

Preliminary inspection did identify some structural concerns. The garage will need to be lifted with the home. Conversely, the 2 additions on the rear of the residence would need to be detached from the primary structure prior to lifting. The structural deficiencies, while making the process more difficult, do not eliminate the subject structure as a candidate for lifting.

the preparation of the subject property in an effort to facilitate a successful lifting process.

The lifting contractor’s engineer should be made aware of our observations and independently evaluate the condition of all structural elements to verify that no concealed damage exists. The additions on the rear of the residence should be detached & removed prior to attempting the lifting of the home. In addition, special attention should be paid to verifying the actual thickness of the slab and confirming it can span the distance between their beams.

Lastly, the Professional Engineer who provides design of the support structure for the new home should be responsible for the following:

A. Require soil borings and a geotechnical report with findings & recommendations.

B. Independently evaluate all site conditions, including location & topography.

C. Design the new structure, particularly the foundation, according to the parameters outlined in the geotechnical report for design criteria and procedures.

D. Reconfigure garage as useable space once elevated.

E. Create a specification to protect exposed reinforcing steel, in slabs and/or beams, with a cementitious coating to prevent accelerated corrosion due to exposure to salt laden air, once lifted.

F. Assure that all utilities are either accessible by the addition of elevated decks, or

ENE View of the Subject Structure

SSE View of the Subject Structure

NNW View of the N Side of the Subject Structure

NW View of the N Side of the Subject Structure (Joint Visible)

NNW View of the NW Corner of the Subject Structure

NW View of the W Side of the Subject Structure

WSW View of the N Addition on the Rear of the Subject Structure

WSW View of the Space Between the Additions on the Rear of the Subject Structure

WSW View of the S Side Addition & Rear SW Corner of the Subject Structure

SW View of the Rear SW Corner of the Subject Structure

Interior View of Kitchen in the Subject Structure

Interior View of Living Room in the Subject Structure

Interior View of Living Room in the Subject Structure

Interior View of Guest Bedroom in the Subject Structure

Interior View of Master Bedroom in the Subject Structure

Signs of Repair to the Interior Drywall

Interior View of Garage & Garage Door on the Subject Structure

Interior View of Garage Laundry Area & Home Entry Door for Subject Structure (2)

5088 PALMETTO STREET

J o b I D # : 2 3 - 1 0 5 4 K

J u n e 1 1 , 2 0 2 3

Groves Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 5088 Palmetto Street - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054K

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 25, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 1,077 ft2 subject structure was built in 1967 with a 480 ft2 finished garage and a 75 ft2 finished open porch. In 1997, a 150 ft2 patio was added to the subject structure. In 2008, an 80 ft2 residential storage shed was built on the subject property. The attached additions increased its base area, resulting in a total building area of 1,782 ft2.

presence and/or size of a continuous thickened edge or concrete footing(s) is unknown but likely. The interior walls are constructed using wood frame, drywall, and plaster. The interior floors are made up of a combination of wood-look ceramic tile installed over original terrazzo floors. The gable end roof system is composed of hand framed wood trusses and an asphalt architectural shingle covering.

The homeowners are trying to determine if elevating the structure is possible and practical.

structural engineer due to the nature of the proposed scope of work. We were

The subject structure appears in very good condition, with only minor noticeable signs of water damage in a few locations on the base of the interior walls. There are no other notable concerns or visible damages. There are no cracks in the foundation, the exterior or interior walls. The floors and ceilings all appear to be in very good condition. According to the homeowner, during the hurricanes water intrusion reached ±18” above the finished floor elevation.

The subject structure’s foundation and up to 18” of the bottom of all walls were exposed to water intrusion. Other than routine cleaning, subsequent mitigation has not taken place.

damage exists.

N View of the NW Side of the Subject Structure

NNW View of the SW Projection’s NW Wall on the Subject Structure

NNE View of the NE Side of the Subject Structure

E View of the NE Side of the Subject Structure

ENE View of the NE Side of the Subject Structure (Front Door)

E View of the SE Side of the Subject Structure (Front Door)

SE View of the SE Corner of the Subject Structure

S View of the SE Side of the Subject Structure

SSW View of the SW Corner of the Subject Structure

SW View of the SW Side of the Subject Structure

S View of the SW Projection’s SE Wall on the Subject Structure

WSW View of the SW Projection’s SW Wall on the Subject Structure

W View of the SW Projection’s NW Corner and WSW Wall on the Subject Structure

W View of the WSW Side of the Subject Structure q Garage Door into the Home

Waterline 6” Up the Garage Walls

SW Projection Interior Walls – Minor Water Damage Around Base (1)

SW Projection Interior Walls – Minor Water Damage Around Base (2)

SW Projection Interior Walls – Minor Water Damage Around Base (3)

SW Projection Interior Walls – Minor Water Damage Around Base (4)

Kitchen Has a Few Minor Areas of Water Damage (1)

Kitchen Has a Few Minor Areas of Water Damage (2)

Dining Room Has a Few Minor Areas of Water Damage

Bathroom in Fair Condition

Bathroom Vanity Lower Drawer Water Damaged

Bathroom Vanity Lower Drawer and Other Water Damaged Debris

Spare Bedroom in Good Condition (1)

Spare Bedroom in Good Condition (2)

5088 Palmetto Street – House Numbers on Mailbox

894 RESERVATION COURT

J o b I D # : 2 3 - 1 0 5 4 B

M a y 2 3 , 2 0 2 3

Stahlman – Zuzchik Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 894 Reservation Court - Port Orange, Florida 32129

CRA & Associates, Inc. Job ID#: 23-1054B

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 18, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 1,753 ft2 home was built in 1978 and had a 136 ft2 open finished porch and a 609 ft2 finished garage added during original construction. These increased the base area, resulting in a total building area of 2,498 ft2. In addition, a 510 ft2 concrete patio, a 450 ft2 pool, and a 960 ft2 screen enclosure, were part of the original construction. In 2001, a 120 ft2 residential storage shed was added.

The monolithic concrete slab on grade supports wood frame with shiplap siding exterior walls. The presence and/or size of a continuous thickened edge or concrete footings is unknown. The interior walls are constructed using wood framing with drywall. The interior floors are made up of a combination of wood laminate flooring, bare concrete floors with covering removed (likely due to water damage), and according to the property appraiser’s website, carpet. The gable end roof system is composed of wood trusses and an exposed fastener metal covering.

The homeowner is trying to determine if elevating the home is possible and practical. The Port Orange Community Development Department recommended they contact a local structural engineer due to the nature of the proposed scope of work. We were subsequently hired to perform an evaluation of the home and provide a report with our findings.

The home appears in fair condition, with several required repairs apparent. There are no cracks visible in the foundation, exterior or interior walls, and framing visible along the base of interior walls, appears in good condition. According to the homeowner, during the hurricanes water intrusion reached +/- 16” above the finished floor elevation. A portion of the 2nd floor ceiling was water damaged when a gable end vent was apparently blown in.

There are several repairs underway, and/or required. The home has areas of exterior siding being replaced, including the entire chimney and both the east & west facing 2nd story walls. Much of the interior drywall was removed to facilitate dehumidification. In addition, the interior floor coverings were mostly removed, and will require complete replacement.

The gable end vent will require replacement and the screen enclosure will require the entire screen material to be replaced. There are French doors to the pool patio that have had the glass broken out. The actual cause of this damage is unknown; however, it appears unlikely to be related to storm damage. Finally, it should be noted that the living room portion of the concrete slab was intentionally poured approximately 6” below the rest of the interior slab on grade.

The home’s foundation and up to 16” of the bottom of all walls were exposed to water intrusion. Subsequent mitigation has taken place, nevertheless, the overall extent of damage which may exist in the affected areas is unknown, but likely minimal.

observed that would eliminate the subject property’s structure as a candidate for lifting by an approved contractor.

concealed damage exists, and that previously identified damage has not further deteriorated.

We have attached photographs showing some examples of the described observations.

Upon engagement of the lifting contractor, and prior to commencement of the lifting process, the foundation will be exposed further. At that time, additional evaluation of the structural condition can be provided upon request. If you have any questions, or require additional information, please feel free to contact us.

House Numbers

Damaged Gable End Vent & Siding Repair Underway (1)

Damaged Gable End Vent & Siding Repair Underway (2)

S View of Subject Structure’s Entryway (Chimney Siding Repair Underway)

SW View of Subject Structure (Chimney & Exterior Wall Siding Repairs Underway)

W View of Subject Structure (Chimney & Exterior Wall Siding Repairs Underway)

NW View of Subject Structure (Chimney & Exterior Wall Siding Repairs Underway)

NW View of Damaged Screen Enclosure (Exterior Wall Siding Repairs Underway)

NNW View of Damaged Screen Enclosure (Chimney & Ext. Wall Siding Repairs)

N View of Damaged Screen Enclosure (Chimney Repairs Underway)

NNE View of Damaged Screen Enclosure & French Doors

NE View of Damaged Screen Enclosure & French Doors

ENE View of Damaged Screen Enclosure & French Doors

E View of Damaged Gable End Vent & Screen Enclosure

SE View of Subject Structure (Damaged Gable End Vent & Siding Repair Underway)

Detached Residential Storage Shed

Interior Water Damage to Drywall and Flooring (1)

Interior Water Damage to Drywall and Flooring (2)

Interior Water Damage to Drywall and Flooring (3)

Interior Water Damage to Drywall and Flooring & Broken French Doors

Interior Water Damage to Drywall and Flooring in the Sunken Living Room

Water Damage to 2nd Story Ceiling and Warped Interior Door

Warped 2nd Story Interior Door (1) Warped 2nd Story Interior Door (2)

Warped 2nd Story Interior Door & Laminate Flooring

Monolithic Slab on Grade (No Visible Cracks) (1)

Monolithic Slab on Grade (No Visible Cracks) (2)

5715 RIVERSIDE DRIVE

J o b I D # : 2 3 - 1 0 5 4 0

J u l y 2 , 2 0 2 3

Dodge Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 5715 Riverside Drive - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054O

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 26, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 1,972 ft2 residence was built in 1955. A 72 ft2 unfinished utility, a 288 ft2 unfinished garage, and a 60 ft2 open finished porch were also built during the original construction. In 1984, an additional 360 ft2 open finished porch was added. In 2000, a 540 ft2 finished upper story and a 408 ft2 wood deck were added. These attached additions increased the subject structure’s base area, resulting in a total building area of 3,160 ft2.

In 1955, at the time of original construction, a 50 lf bulkhead seawall was constructed on the subject property. In 1982, a 160 ft2 boat house was added, and in 2000, a 696 ft2 boat dock & (2) boat lifts were added to the subject property.

The subject structure’s foundation is surrounded by a stem wall and has a vented crawlspace. The floor system is likely supported on concrete/wood pedestals and composed of wood beams, wood floor joists, and a plywood sub-floor. However, according to the property appraiser’s website, the foundation is a monolithic concrete slab. The presence and/or size of concrete spread, or continuous thickened edge footing(s) is unknown, but likely. The exterior walls were built using a combination of wood frame and CMU, both with a stucco finish. The interior walls are constructed using wood frame, drywall, and plaster. The interior floors are made up of a combination of ceramic tile, tongue & groove wood flooring, carpet, and broom finished bare concrete. The hip roof system is composed of pre-engineered wood trusses and an architectural asphalt shingle covering.

structural engineer due to the nature of the proposed scope of work. We were

The residence appears in very good condition, with minimal visible water damage or other areas of concern. There are no cracks visible in the foundation or interior & exterior walls, and the roof system appears in good condition, with no visible deflection. The homeowner was not on-site for either hurricane, but from what they could gather, during the hurricanes flood levels reached 2” above the garage finished floor elevation. No water intrusion occurred in the living areas.

The Dodge Residence is in a high-risk flood zone. Flood waters have threatened entry to the home several times in the past. The subject structure’s pedestals and underground footings were exposed to flood water and the base material became saturated for several days. Subsequent mitigation has not taken place, nevertheless, the overall extent of visible damage is minimal. Concealed damage which may exist in the affected areas is also likely minimal.

concealed damage exists. Upon engagement of the lifting contractor, and prior to commencement of the lifting process, the foundation & floor’s framing system will be exposed further. At that time, additional evaluation of the structural condition can be provided upon request.

SSW View of the Subject Structure

SW View of the Subject Structure

WSW View of the Subject Structure

N View of the Subject Structure – Small Repair In Porch Ceiling

SE View of the Subject Structure

S View of the Subject Structure

SSW View of the Crawlspace Vent on the SW Corner of the Subject Structure

NNW View from the Upper-Level Balcony on the Subject Structure

NNE View from the Upper-Level Balcony on the Subject Structure

ESE View from the Upper-Level Balcony on the Subject Structure

Interior View of the Kitchen Walkway in the Subject Structure

Interior View of the Guest Bedroom in the Subject Structure

Interior View of the Kitchen in the Subject Structure

Interior View of the Living Room in the Subject Structure

Interior View of the Dining Area in the Subject Structure

Interior View of the Staircase in the Subject Structure

Interior View of the Master Suite in the Subject Structure

Interior View of the Garage on the Subject Structure

Interior View of the Garage Egress in the Subject Structure

Water Marks ±4” Up the Garage Side Door in the Subject Structure

View Inside Utility Room on the NE Corner of the Subject Structure

View Inside Utility Room on the NE Corner of the Subject Structure – Under Stairs

5715 Riverside Drive - House Numbers

5817 RIVERSIDE DRIVE

J o b I D # : 2 3 - 1 0 5 4 P

Swoboda Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 5817 Riverside Drive - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054P

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 26, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 1,484 ft2 residence was built in 1955 with an 1,162 ft2 original footprint; a 322 ft2 addition of living space was added in 2002. A 48 ft2 patio and a 195 ft2 finished garage were also built during the original construction. In 1990, a 30 ft2 open finished porch was added.

In 2002, and a 44 ft2 patio was added. These attached additions increased its base area, resulting in a total building area of 1,801 ft2.

In 2019, a 550 ft2 boat dock, a 480 ft2 boat house, and a boat lift were all added to the subject property. In 2021, the 50 lf bulkhead seawall was reconstructed with new sheet piles and a new concrete cap beam.

Based on a permit search through the Volusia County Property Appraiser’s Website, the residence had the roof redone with new asphalt dimensional shingles in 2015. In 2022, a residential inground swimming pool was installed, electrical service was moved underground, 75 lf of 6’ & 107 lf of 4’ tall vinyl fence, and (3) vinyl gates were all installed.

The subject structure’s monolithic concrete slab on grade supports concrete block and stucco exterior walls. The presence and/or size of a continuous thickened edge or concrete footing(s) is unknown, but likely. The interior walls are constructed using wood frame, drywall, and plaster. The interior floors are made up of two different styles of wood-look porcelain tile, and according to the property appraiser’s website, carpet, which was all removed during a recent renovation. The combination hip & gable end roof system is composed of pre-engineered wood trusses and architectural asphalt shingle covering.

structural engineer due to the nature of the proposed scope of work. We were

The residence appears in excellent condition, with no visible water damage or any other areas of concern. It appears as though a recent renovation has taken place. All fixtures & finishes are like new, paint is fresh and clean, and flooring appears like new. There are no cracks visible in the foundation or interior & exterior walls, and the roof system appears in perfect condition, with no visible deflection. According to the homeowner, during the hurricanes flood levels reached ±9” above the finished floor elevation.

The Swoboda Residence is in a high-risk flood zone. The home has been exposed to flood waters several times in the past. The subject structure’s foundation and up to 9” of the bottom of all walls were exposed to water intrusion, and the base material became saturated for several days. Subsequent mitigation has not taken place, nevertheless, the overall extent of visible damage is zero. Concealed damage which may exist in the affected areas is also likely minimal.

damage exists. Additional evaluation of the condition can be provided once structural elements are exposed, upon request.

W View of the Subject Structure

N View of the Subject Structure

N View of the Subject Structure’s Pool Area

ENE View of the Subject Structure

Interior View of the Kitchen in the Subject Structure

Interior View of the Kitchen & Appliances in the Subject Structure

Interior View of the Laundry Room in the Subject Structure

Interior View of the Kitchen & Living Room in the Subject Structure

Interior View of the Great Room in the Subject Structure

Interior View of the Great Room & Kitchen/Living Room in the Subject Structure

Interior View of the Great Room Dining Area in the Subject Structure

5817 Riverside Drive - House Numbers

5951 RIVERSIDE DRIVE

J o b I D # : 2 3 - 1 0 5 4 L

J u n e 1 7 , 2 0 2 3

Poole Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 5951 Riverside Drive - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054L

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 25, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 1,862 ft2 residence was built in 1986. A 480 ft2 finished garage and a 120 ft2 open finished porch were also built during the original construction. These attached additions increased its base area, resulting in a total building area of 2,462 ft2.

In 1948, a 70 lf bulkhead seawall was constructed on the subject property. In 1991, a 500 ft2 boat dock and a 300 ft2 boat house were added to the subject property. In 1993, a 963 ft2 concrete slab patio, a 133 ft2 wood deck, and a 468 ft2 residential swimming pool were added to the subject property. In 2003, a boat lift was added to the subject property.

Finally, in 2014, a 256 ft2 boat house, a boat lift, and a 360 ft2 cabana were added to the subject property.

The subject structure’s monolithic concrete slab on grade supports CMU and stucco exterior walls. The presence and/or size of a continuous thickened edge or concrete footing(s) is unknown, but likely. The interior walls are constructed using wood frame, drywall, and plaster. The interior floors are made up of a combination of travertine tile, a wood-look tile or tongue & groove flooring, and according to the property appraiser’s website, carpet. The hip & gable end roof system is composed of pre-engineered wood trusses and an architectural asphalt shingle covering.

structural engineer due to the nature of the proposed scope of work. We were

The residence appears in very good condition, with minimal visible water damage or other areas of concern. There are no cracks visible in the foundation or interior & exterior walls, and the roof system appears in good condition, with no visible deflection. According to the homeowner, during the hurricanes flood levels reached just below the finished floor elevation.

The Poole Residence has been affected by flood water several times in the past. The subject structure’s foundation was exposed to flood water and the base material became saturated for several days. Subsequent mitigation has not taken place, nevertheless, the overall extent of visible damage is minimal. Concealed damage which may exist in the affected areas is also likely minimal.

concealed damage exists, and that previously identified damage has not further deteriorated in the subject structure. Upon engagement of the lifting contractor, and prior to commencement of the lifting process, the foundation will be exposed further. At that time, additional evaluation of the structural condition can be provided upon request.

W View of the Subject Structure

WNW View of the Subject Structure

NNE View of the N Side of the Subject Structure

NNE View of the NE Side of the Subject Structure

NE View of the NE Corner of the Subject Structure

ENE View of the E Side of the Subject Structure

ENE View of the SE Corner of the Subject Structure

E View of the SE Corner of the Subject Structure

ESE View of the SE Corner of the Subject Structure

SE View of the SE Corner of the Subject Structure

S View of the SE Corner of the Subject Structure

SSE View of the SE Side of the Subject Structure

SE View of the SW Corner of the Subject Structure

SW View of the SE Side of the Subject Structure

SW View of the SW Side of the Subject Structure

Water Line from Rising Flood Water

SSE View from the Cabana on the Pool Deck

W View of the E Side of Interior Great Room

SE View of the W Side of Interior Kitchen

E View of the W Side of Entryway Foyer & Kitchen

NE View of Kitchen Island

SE View of Interior Great Room

SSE View of Interior Living Room

NW View of Interior Living & Dining Room

Interior Home Office & Spare Bathroom

Interior Home Office

Guest Bedroom

Master Bedroom

5951 Riverside Drive - House Numbers

8 VENETIAN CIRCLE

J o b I D # : 2 3 - 1 0 5 4 J

J u n e 1 3 , 2 0 2 3

Knapp Residence - Structural Evaluation

Hazard Mitigation Grant Program - (Hurricanes Ian & Nicole, Fall 2022) 8 Venetian Circle - Port Orange, Florida 32127

CRA & Associates, Inc. Job ID#: 23-1054J

President - CRA & Associates, Inc. - C.A. 4180

Vice President - CRA & Associates, Inc. - C.A. 4180 Structural Engineers / Consultants

414 Canal Street - New Smyrna Beach, FL 32168

To Whom It May Concern:

On April 20, 2023, our office conducted a visual-only inspection at the above referenced location. The purpose of this visit was to determine the condition of the existing structure, and

The 1,205 ft2 subject structure was built in 1961 with a 57 ft2 finished open porch, a 364 ft2 finished garage, and a 114 ft2 patio. These attached additions increased the home’s base area, resulting in a total building area of 1,740 ft2. A 70 lf bulkhead was also built during the original construction. In 1995, a 120 ft2 boat dock was added.

presence and/or size of a continuous thickened edge or concrete footing(s) is unknown.

The interior walls are constructed using wood frame and veneer plaster. The interior floors are made up of a combination of wood-look porcelain tile flooring installed over terrazzo.

The combination gable end and flat roof system is composed of hand framed wood trusses and rafters and an asphalt architectural shingle and modified bitumen covering, respectively.

The homeowners are trying to determine if elevating the structure is possible and practical.

structural engineer due to the nature of the proposed scope of work. We were

The subject structure appears in very good condition, with a few areas of the garage having minor water damage. There are some minor settlement cracks on the west exterior wall that have been patched but are still able to be detected. There are no other notable concerns or visible damages. There are no cracks in the foundation. The interior walls, floors, and ceilings all appear to be in very good condition.