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CONSULTING EDUCATION INSPECTIONS3987 ORIGAMI LANE SARASOTA, FLORIDA 34235 PHONE: (941) [email protected] LIC: #CRC1327314, CCC1329969, & HI418www.GStephensAssociates.com8/28/2020Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231G. Stephens and Associates, Inc.Prepared by: Glenn Stephens

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231The following report has been provided as a professional opinion to ascertain the current condition of the roofingsystem and its remaining useful life expectancy for the Citizens Roof Condition Certification Form RCF-1 01 18and as photo documentation for the Uniform Mitigation Verification Inspection Form OIR-B1-1802 (Rev. 01/12)Adopted by Rule 69O-170.0155 and prepared in accordance with the 2018 Florida Statutes 627.711.Please note: This report is for insurance purposes only and is not intended to replace inpart or in whole of a home inspection. This report is not valid without all pages present.Table of ContentsClient/Applicant Information . 3Roof Condition Form . 4Roof Inspection Form . 5Uniform Mitigation Verification Inspection Form . 6Uniform Mitigation Verification Inspection Form . 7Uniform Mitigation Verification Inspection Form . 8Uniform Mitigation Verification Inspection Form . 9Roof Covering.10Predominant Roof . 10Secondary Roof . 11Roof Deck Attachment .12Roof to Wall Attachment .12Roof Geometry .13Secondary Water Resistance (SWR).14Opening Protection .15Supporting Documentation .19Including but not limited to: Jurisdictional Permits, Invoices, Product Approvals, & Roof Sketch 2020 G. Stephens and Associates, Inc.2

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Client/Applicant InformationOwner Name: DEBRA WERMANAddress: 1563 Eastbrook DrCity: SarasotaZip: 34231SarasotaCounty:*Year of Home: 1967# of Floors: 1Contact Person:Phone:Ms. D. Werman(941) 924-8200Permit Jurisdiction:Sarasota CountyEmail: [email protected]*Note: Permit Application Date supersedes Property Appraiser Records.Aerial Imagery courtesy of Google Maps 2020 G. Stephens and Associates, Inc.3

Roof Condition FormApplicant/Insured Name:Address Inspected:DEBRA WERMANG. Stephens & Associates, Inc.3987 Origami Ln.Sarasota, FL 34235(941) tion/Policy #:1563 EASTBROOK DR, SARASOTA, FL 34231Date of Inspection: 08/28/2020This Roof Inspection Form (or a similar form) must be completed and signed by a Florida-licensed professional. The form will not beaccepted without the dated signature of one of the following appropriately licensed inspectors:General, residential, building or roofing contractorBuilding code inspectorFlorida-licensed home inspectorNote: This form does not verify loss mitigation features. Use Uniform Mitigation Verification Inspection Form OIR-B1-1802.Be advised that Underwriting will rely on the information in this sample form, or a similar form, that is obtained from the Florida licensed professional ofyour choice. This information is used only to determine insurability and is not a warranty or assurance of the suitability, fitness or longevity of the roofinspected.Roof (Photos of each roof slope showing the roof’s condition must be submitted with this form.)Predominant RoofSecondary RoofCovering material: Tile (Flat)Covering material: Modifeid Bitument (Self Adhered)Roof age (years): 4 yearsRoof age (years): 4 yearsRemaining useful life (years) 20 YearsRemaining useful life (years) 15 YearsDate of last roofing permit: 01/20/2016Date of last roofing permit: 01/20/2016Date of last update: 01/20/2016Date of last update: 01/20/2016If updated (check one): Full replacement Partial replacement% of replacement:If updated (check one): Full replacement Partial replacement% of replacement:Overall condition Satisfactory Unsatisfactory (explain below)Overall condition Satisfactory Unsatisfactory (explain below)Any visible signs of damage / deterioration?(check all that apply and explain below) Cracking Cupping/curling Excessive granule loss Exposed asphalt Exposed felt Missing/loose/cracked tabs or tiles Soft spots in decking Visible hail damageAny visible signs of leaks? YesAttic/underside of decking YesInterior ceilings YesForm RCF-1 01 18 No No NoAny visible signs of damage / deterioration?(check all that apply and explain below) Cracking Cupping/curling Excessive granule loss Exposed asphalt Exposed felt Missing/loose/cracked tabs or tiles Soft spots in decking Visible hail damageAny visible signs of leaks? YesAttic/underside of decking YesInterior ceilings Yes No No No4

Roof Inspection FormG. Stephens & Associates, Inc.3987 Origami Ln.Sarasota, FL 34235(941) nal Comments/Observations (use additional pages as needed):This report is not completed without the supporting photos and comments.All Roof Condition Forms must be completed and signed by a verifiable Florida-licensed inspector.I certify that the above statements are true and correct.PRESIDENT / INSPECTORCRC1327314,CCC1329969, & HI41808/28/2020Inspector’s SignatureTitleLicense NumberDateG. STEPHENS AND ASSOCIATES, [email protected], CCC, & HI(941) 914-1204Company NameEmailLicense TypePhoneSpecial Instructions: This Roof Inspection Form includes the minimum data needed for Underwriting to properlyevaluate a property application. While this specific form is not required, any other inspection report submitted forconsideration must include at least this level of detail to be acceptable.Photo RequirementsPhotos must accompany each Roof Inspection Form. The minimum photo requirements include: Roof: Each slopeAll hazards or deficienciesDocumenting the Condition of Each SystemThe Florida-licensed inspector is required to certify the condition of the roofing system. Acceptable Condition means that each system isworking as intended and there are no visible hazards or deficiencies.Additional Comments or ObservationsThis section of the Roof Inspection Form must be completed with full details/descriptions if any of the following are noted on the inspection: Updates: Identify the types of updates, dates completed and by whomAny visible hazards or deficienciesAny roof determined not to be in good working orderNote to All AgentsThe writing agent must review in advance each Roof Inspection Form submitted with an application for coverage. It is the agent’s responsibilityto ensure that all rules and requirements are met before the application is bound. Agents may not submit applications for properties with roof(s)not in good working order or with existing hazards/deficiencies.Form RCF-1 01 185

Uniform Mitigation Verification Inspection FormInspection Date: 08/28/2020Owner InformationOwner Name: DEBRA WERMANAddress: 1563 Eastbrook DrCity: SarasotaCounty: SarasotaContact Person: Ms. D. WermanPhone: (941) 924-8200Zip: 34231Insurance Company:Year of Home: 1967Policy #:# of Stories: 1Email: [email protected]: Any documentation used in validating the compliance or existence of each construction or mitigation attribute must accompany thisform. At least one photograph must accompany this form to validate each attribute marked in questions 3 through 7. The insurer may askadditional questions regarding the mitigated feature(s) verified on this form.1. Building Code: Was the structure built in compliance with the Florida Building Code (FBC 2001 or later) OR for homes located inthe HVHZ (Miami-Dade or Broward counties), South Florida Building Code (SFBC-94)? A. Built in compliance with the FBC: Year Built. For homes built in 2002/2003 provide a permit applicationwith a date after 3/1/2002: Building Permit Application Date (MM/DD/YYYY) / / B. For the HVHZ Only: Built in compliance with the SFBC-94: Year Built. For homes built in 1994, 1995, and1996 provide a permit application with a date after 9/1/1994: Building Permit Application Date (MM/DD/YYYY) / / . C. Unknown or does not meet the requirements of Answer “A” or “B”2. Roof Covering: Select all roof covering types in use. Provide the permit application date OR FBC/MDC Product Approvalnumber OR Year of Original Installation/Replacement OR indicate that no information was available to verify compliance for eachroof covering identified.2.1 Roof Covering Type: 1. Asphalt/Fiberglass Shingle 2. Concrete/Clay Tile 3. Metal 4. Built Up 5. MembranePermitApplication DateFBC or MDCProduct Approval #Permit #Year of OriginalInstallation orReplacement/ /01/20/201616 102793 00 BE / /01/20/2016No InformationProvided forCompliance 16 102793 00 BE/ / / / 6. Other A. All roof coverings listed above meet the FBC with a FBC or Miami-Dade Product Approval listing current at time ofinstallation OR have a roofing permit application date on or after 3/1/02 OR the roof is original and built in 2004 or later. B. All roof coverings have a Miami-Dade Product Approval listing current at time of installation OR (for the HVHZ only) aroofing permit application after 9/1/1994 and before 3/1/2002 OR the roof is original and built in 1997 or later. C. One or more roof coverings do not meet the requirements of Answer “A” or “B”. D. No roof coverings meet the requirements of Answer “A” or “B”.3. Roof Deck Attachment: What is the weakest form of roof deck attachment? A. Plywood/Oriented strand board (OSB) roof sheathing attached to the roof truss/rafter (spaced a maximum of 24” inches o.c.)by staples or 6d nails spaced at 6” along the edge and 12” in the field. -OR- Batten decking supporting wood shakes or woodshingles. -OR- Any system of screws, nails, adhesives, other deck fastening system or truss/rafter spacing that has anequivalent mean uplift less than that required for Options B or C below. B. Plywood/OSB roof sheathing with a minimum thickness of 7/16” inch attached to the roof truss/rafter (spaced a maximum of24” inches o.c.) by 8d common nails spaced a maximum of 12” inches in the field.-OR- Any system of screws, nails,adhesives, other deck fastening system or truss/rafter spacing that is shown to have an equivalent or greater resistancethan 8d nails spaced a maximum of 12 inches in the field or has a mean uplift resistance of at least 103 psf. C. Plywood/OSB roof sheathing with a minimum thickness of 7/16” inch attached to the roof truss/rafter (spaced a maximumof 24” inches o.c.) by 8d common nails spaced a maximum of 6” inches in the field. -OR- Dimensional lumber/Tongue &Groove decking with a minimum of 2 nails per board (or 1 nail per board if each board is equal to or less than 6 inches inwidth). -OR-Inspectors Initials GES Property Address 1563 EASTBROOK DR, SARASOTA, FL 34231*This verification form is valid for up to five (5) years provided no material changes have been made to the structure orinaccuracies found on the form.OIR-B1-1802 (Rev. 01/12) Adopted by Rule 69O-170.01556

Uniform Mitigation Verification Inspection FormAny system of screws, nails, adhesives, other deck fastening system or truss/rafter spacing that is shown to have an equivalentor greater resistance than 8d common nails spaced a maximum of 6 inches in the field or has a mean uplift resistance of at least182 psf. D. Reinforced Concrete Roof Deck. E. Other: F. Unknown or unidentified. G. No attic access.4. Roof to Wall Attachment: What is the WEAKEST roof to wall connection? (Do not include attachment of hip/valley jacks within 5feet of the inside or outside corner of the roof in determination of WEAKEST type) A. Toe Nails Truss/rafter anchored to top plate of wall using nails driven at an angle through the truss/rafter and attached to the topplate of the wall, or Metal connectors that do not meet the minimal conditions or requirements of B, C, or DMinimal conditions to qualify for categories B, C, or D. All visible metal connectors are: Secured to truss/rafter with a minimum of three (3) nails, and Attached to the wall top plate of the wall framing, or embedded in the bond beam, with less than a ½" gap fromthe blocking or truss/rafter and blocked no more than 1.5” of the truss/rafter, and free of visible severe corrosion. B. Clips Metal connectors that do not wrap over the top of the truss/rafter, or Metal connectors with a minimum of 1 strap that wraps over the top of the truss/rafter and does not meet the nailposition requirements of C or D, but is secured with a minimum of 3 nails. C. Single WrapsMetal connectors consisting of a single strap that wraps over the top of the truss/rafter and is secured with aminimum of 2 nails on the front side and a minimum of 1 nail on the opposing side. D. Double Wraps Metal Connectors consisting of 2 separate straps that are attached to the wall frame, or embedded in the bondbeam, on either side of the truss/rafter where each strap wraps over the top of the truss/rafter and is secured witha minimum of 2 nails on the front side, and a minimum of 1 nail on the opposing side, or Metal connectors consisting of a single strap that wraps over the top of the truss/rafter, is secured to the wall onboth sides, and is secured to the top plate with a minimum of three nails on each side. E. Structural Anchor bolts structurally connected or reinforced concrete roof. F. Other: G. Unknown or unidentified H. No attic access5. Roof Geometry: What is the roof shape? (Do not consider roofs of porches or carports that are attached only to the fascia or wall ofthe host structure over unenclosed space in the determination of roof perimeter or roof area for roof geometry classification). A. Hip RoofHip roof with no other roof shapes greater than 10% of the total roof system perimeter. Totallength of non-hip features: 68 feet; Total roof system perimeter: 260 feet B. Flat RoofRoof on a building with 5 or more units where at least 90% of the main roof area has a roof slope of less than2:12. Roof area with slope less than 2:12sq ft; Total roof areasq ft C. Other Roof Any roof that does not qualify as either (A) or (B) above.6. Secondary Water Resistance (SWR): (standard underlayments or hot-mopped felts do not qualify as an SWR) A. SWR (also called Sealed Roof Deck) Self-adhering polymer modified-bitumen roofing underlayment applied directly to thesheathing or foam adhesive SWR barrier (not foamed-on insulation) applied as a supplemental means to protect the dwellingfrom water intrusion in the event of roof covering loss. B. No SWR. C. Unknown or undetermined.Inspectors Initials GES Property Address 1563 EASTBROOK DR, SARASOTA, FL 34231*This verification form is valid for up to five (5) years provided no material changes have been made to the structure orinaccuracies found on the form.OIR-B1-1802 (Rev. 01/12) Adopted by Rule 69O-170.01557

Uniform Mitigation Verification Inspection Form7. Opening Protection: What is the weakest form of wind borne debris protection installed on the structure? First, use the table todetermine the weakest form of protection for each category of opening. Second, (a) check one answer below (A, B, C, N, or X)based upon the lowest protection level for ALL Glazed openings and (b) check the protection level for all Non-Glazed openings (.1,.2, or .3) as applicable.Opening Protection Level ChartNon‐GlazedOpeningsGlazed OpeningsPlace an “X” in each row to identify all forms of protection in use for each openingtype. Check only one answer below (A thru X), based on the weakest form ofprotection (lowest row) for any of the Glazed openings and indicate the weakestform of protection (lowest row) for Non‐Glazed openings.Windowsor GarageDoorsNot Applicable‐ there are no openings of this type on the structure AVerified cyclic pressure & large missile (9‐lb for windows doors/4.5 lb forskylights) Approved for use in the HVHZ BVerified cyclic pressure & large missile (4‐8 lb for windows doors/2 lb forskylights) Approved for use in all of Florida EXCEPT HVHZ CVerified plywood/OSB meeting Table 1609.1.2 of the FBC 2007 N/ADNXVerified Non‐Glazed Entry or Garage doors indicating compliance withASTM E 330, ANSI/DASMA 108, or PA/TAS 202 for wind pressureresistanceOpening Protection products that appear to be A or B but are not verifiedOther protective coverings that cannot be identified as A, B, or CNo Windborne Debris ProtectionClick or tap here to enter text. A. Exterior Openings Cyclic Pressure and 9-lb Large Missile (4.5 lb for skylights only) All Glazed openings are protected at aminimum, with impact resistant coverings or products listed as wind borne debris protection devices in the product approval systemof the State of Florida or Miami-Dade County and meet the requirements of one of the following for “Cyclic Pressure and LargeMissile Impact” (Level A in the table above). Miami-Dade County PA 201, 202, and 203 HVHZ ApprovalFlorida Building Code Testing Application Standard (TAS) 201, 202, and 203 Florida ApprovalAmerican Society for Testing and Materials (ASTM) E 1886 and ASTM E 1996Southern Standards Technical Document (SSTD) 12For Skylights Only: ASTM E 1886 and ASTM E 1996For Garage Doors Only: ANSI/DASMA 115 A.1 All Non-Glazed openings classified as A in the table above, or no Non-Glazed openings exist A.2 One or More Non-Glazed openings classified as Level D in the table above, and no Non-Glazed openings classified asLevel B, C, N, orX in the table above A.3 One or More Non-Glazed Openings is classified as Level B, C, N, or X in the table above B. Exterior Opening Protection Cyclic Pressure and 4 to 8-lb Large Missile (2-4.5 lb for skylights only) All Glazed openings areprotected, at a minimum, with impact resistant coverings or products listed as windborne debris protection devices in the productapproval system of the State of Florida or Miami-Dade County and meet the requirements of one of the following for “CyclicPressure and Large Missile Impact” (Level B in the table above): ASTM E 1886 and ASTM E 1996 (Large Missile – 4.5 lb.)SSTD 12 (Large Missile – 4 lb. to 8 lb.)For Skylights Only: ASTM E 1886 and ASTM E 1996 (Large Missile - 2 to 4.5 lb.) B.1 All Non-Glazed openings classified as A or B in the table above, or no Non-Glazed openings exist B.2 One or More Non-Glazed openings classified as Level D in the table above, and no Non-Glazed openings classified asLevel C, N, or X in the table above B.3 One or More Non-Glazed openings is classified as Level C, N, or X in the table above C. Exterior Opening Protection Wood Structural Panels meeting FBC 2007 All Glazed openings are covered with plywood/OSBmeeting the requirements of Table 1609.1.2 of the FBC 2007 (Level C in the table above). C.1 All Non-Glazed openings classified as A, B, or C in the table above, or no Non-Glazed openings exist C.2 One or More Non-Glazed openings classified as Level D in the table above, and no Non-Glazed openings classified asLevel N or X in the table above C.3 One or More Non-Glazed openings is classified as Level N or X in the table aboveInspectors Initials GES Property Address 1563 EASTBROOK DR, SARASOTA, FL 34231*This verification form is valid for up to five (5) years provided no material changes have been made to the structure orinaccuracies found on the form.OIR-B1-1802 (Rev. 01/12) Adopted by Rule 69O-170.01558

Uniform Mitigation Verification Inspection Form N. Exterior Opening Protection (unverified shutter systems with no documentation) All Glazed openings are protected withprotective coverings not meeting the requirements of Answer “A”, “B”, or C” or systems that appear to meet Answer “A” or “B”with no documentation of compliance (Level N in the table above). N.1 All Non-Glazed openings classified as Level A, B, C, or N in the table above, or no Non-Glazed openings exist N.2 One or More Non-Glazed openings classified as Level D in the table above, and no Non-Glazed openings classifiedas Level X in the table above N.3 One or More Non-Glazed openings is classified as Level X in the table above X. None or Some Glazed Openings One or more Glazed openings classified and Level X in the table above.MITIGATION INSPECTIONS MUST BE CERTIFIED BY A QUALIFIED INSPECTOR.Section 627.711(2), Florida Statutes, provides a listing of individuals who may sign thisform.Qualified Inspector Name: Glenn E. StephensLicense Type: CRC & HILicense or Certificate #:CRC1327314 & HI418Inspection Company: G. Stephens & Associates, Inc.Phone: (941) 914-1204Qualified Inspector – I hold an active license as a: (check one) Home inspector licensed under Section 468.8314, Florida Statutes who has completed the statutory number of hours ofhurricane mitigation training approved by the Construction Industry Licensing Board and completion of a proficiency exam. Building code inspector certified under Section 468.607, Florida Statutes. General, building or residential contractor licensed under Section 489.111, Florida Statutes. Professional engineer licensed under Section 471.015, Florida Statutes. Professional architect licensed under Section 481.213, Florida Statutes. Any other individual or entity recognized by the insurer as possessing the necessary qualifications to properly complete auniform mitigation verification form pursuant to Section 627.711(2), Florida Statutes.Individuals other than licensed contractors licensed under Section 489.111, Florida Statutes, or professional engineerlicensed under Section 471.015, Florida Statues, must inspect the structures personally and not through employees or otherpersons. Licensees under s.471.015 or s.489.111 may authorize a direct employee who possesses the requisite skill,knowledge, and experience to conduct a mitigation verification inspection.I,Glenn E. Stephensam a qualified inspector and I personally performed the inspection or (licensed(print name)contractors and professional engineers only) I had my employee ( N/A) perform the inspection(print name of inspector)and I agree to be responsible for his/her work.Qualified Inspector Signature:Date: 08/28/2020An individual or entity who knowingly or through gross negligence provides a false or fraudulent mitigation verification form issubject to investigation by the Florida Division of Insurance Fraud and may be subject to administrative action by theappropriate licensing agency or to criminal prosecution. (Section 627.711(4)-(7), Florida Statutes) The Qualified Inspector whocertifies this form shall be directly liable for the misconduct of employees as if the authorized mitigation inspector personallyperformed the inspection.Homeowner to complete: I certify that the named Qualified Inspector or his or her employee did perform an inspection of theresidence identified on this form and that proof of identification was provided to me or my Authorized Representative.Signature:Date: 08/28/2020An individual or entity who knowingly provides or utters a false or fraudulent mitigation verification form with the intent toobtain or receive a discount on an insurance premium to which the individual or entity is not entitled commits amisdemeanor of the first degree. (Section 627.711(7), Florida Statutes)The definitions on this form are for inspection purposes only and cannot be used to certify any product or construction feature asoffering protection from hurricanes.Inspectors Initials GES Property Address 1563 EASTBROOK DR, SARASOTA, FL 34231*This verification form is valid for up to five (5) years provided no material changes have been made to the structure orinaccuracies found on the form.OIR-B1-1802 (Rev. 01/12) Adopted by Rule 69O-170.01559

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Roof CoveringPredominant RoofCovering Material: Tile (Flat)Age: 4 yearsPermit #: 16 102793 00 BERemaining Useful Life:Permit Date:20 Years01/20/2016Reasonable Useful Life 25-30 yearsPredominant Roof ConditionCondition:Inspection TypeSatisfactoryVia GroundSide Roof Elevation 2019 G. Stephens and Associates, Inc.Rear Roof Elevation10

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Secondary RoofCovering Material: Modifeid Bitument (Self Adhered)Age: 4 yearsPermit #: 16 102793 00 BERemaining Useful Life:Permit Date:15 YearsMM/DD/YYYYReasonable Useful Life 15-20 yearsSecondary Roof ConditionCondition:Inspection TypeSatisfactoryRemotely with Camera on PoleTransition 2020 G. Stephens and Associates, Inc.Discharge11

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Roof Deck AttachmentRoof Deck Type:Access Type:Comments:182psf *Attic Pull-Down w/ Inspector's Ladder(C) ¾” Dimensional Lumber attached with at least Two 2-½” (8d) nails perboard.* What is the weakest form of roof deck attachment? Response corresponds with Uniform Mitigation Verification Inspection Form Question #2Roof DeckFastener LengthFastener Spacing3/4" Dimensional Lumber2-7/16" (8d) Ring Shank NailsFour nails per boardRoof to Wall AttachmentRoof-to-wall Type:Verification Type:Comments:Metal Clips *Remotely with Camera on PoleSingle Straps that do not wrap over the Truss/Rafter, but are attached with atleast Three Nails.* What is the weakest form of roof to wall connection? Response corresponds with Uniform Mitigation Verification Inspection Form Question #3Truss FaceTruss BackMetal Strap with Three NailsUnwrapped Strap 2020 G. Stephens and Associates, Inc.12

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Roof GeometryGeometry Type:Non-Hip LengthComments:Other (Non-Hip) *68’26% Non-HipTotal Roof PerimeterThis home has68’ Flat roof edges,0’ Gable ends,Non-Hip features exceed 10% of roof perimeter.260’192’Hip roof edges,* Response corresponds with Uniform Mitigation Verification Inspection Form Question #5Front Elevation - NorthRight Elevation - EastHip Roof EdgeHip Roof EdgeRear Elevation - SouthLeft Elevation - WestHip Roof EdgeHip Roof Edge 2020 G. Stephens and Associates, Inc.13

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Secondary Water Resistance (SWR)Underlayment Type:Comments:SWR/Peel-n-StickThis home has SWR/Peel-n-Stick* Response corresponds with Uniform Mitigation Verification Inspection Form Question #6Via Attic SpaceDuring InstallationReflective Material Indicates SWRSWR Observed During Installation 2020 G. Stephens and Associates, Inc.14

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Opening ProtectionForm ResponseCommentsA.1 - Large Missile Rated *All openings are impact rated per respective permits.* Response corresponds with Uniform Mitigation Verification Inspection Form Question #7Front - NorthFront - NorthDescriptionOpening TypeWall MaterialProtection TypeWindow(s)MasonryImpact RatedOpening TypeWall MaterialProtection TypeFront - NorthOpening TypeWall MaterialProtection TypeDescriptionNon-Glazed Garage DoorMasonryImpact Rated 2020 G. Stephens and Associates, Inc.DescriptionGlazed Door(s)MasonryImpact RatedRight - NorthOpening TypeWall MaterialProtection TypeDescriptionGlazed Door(s)MasonryImpact Rated15

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Right - EastOpening TypeWall MaterialProtection TypeDescriptionGlazed Door(s)MasonryImpact RatedRight - EastOpening TypeWall MaterialProtection TypeRear – EastOpening TypeWall MaterialProtection TypeDescriptionGlazed Door(s)MasonryImpact Rated 2020 G. Stephens and Associates, Inc.DescriptionWindow(s)MasonryImpact RatedRear - EastOpening TypeWall MaterialProtection TypeDescriptionWindow(s)FramedImpact Rated16

G. Stephens and Associates, Inc.Roofing Condition & Wind Mitigation1563 Eastbrook Dr, Sarasota, FL 34231Rear - SouthOpening TypeWall MaterialProtection TypeDescriptionSliding Glass Door(s)FramedImpact RatedRear - SouthOpening TypeWall MaterialProtection TypeRear - SouthOpening TypeWall MaterialProtection TypeDescriptionWindow(s)FramedImpact Rated 2020 G. Stephens and Associates, Inc.DescriptionGlazed Door(s)FramedImpact RatedLeft - SouthOpening TypeWall MaterialProtection TypeDescriptionWindow(s)MasonryImpact Rated17

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roofing permit application after 9/1/1994 and before 3/1/2002 OR the roof is original and built in 1997 or later. C. One or more roof coverings do not meet the requirements of Answer "A" or "B". D. No roof coverings meet the requirements of Answer "A" or "B". 3. Roof Deck Attachment: What is the weakest form of roof deck .