CITIZENS PROPERTY INSURANCE CORPERATION

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1 1 CITIZENS PROPERTY INSURANCE CORPERATION FLORIDA BUILDING CODE COMMERCIAL MITIGATION VERIFICATION AFFIDAVIT(s) Prepared for: RAINTREE VILLAGE CONDOMINIUM NO.3 ASSN, INC. As of February 28, 2008 FPAT FILE # MIT This report contains Commercial Mitigation Affidavits for: (1) 2-Story Residential Condominium Building

2 2 This is to certify the enclosed Mitigation Affidavits for Raintree Village Condominium No. 3 Assn, Inc. are a result of work performed by Felten Professional Adjustment Team, LLC and one or more of the individuals listed below. Phillip Franco General Adjuster # D Flood Certification # Certified Appraiser Certified Construction Inspector, ACI John Felten Sr. Adjuster # D Flood Certification # Certified Building Contractor # CBC Certified Wind & Hurricane Mitigation Inspector Brad Felten Sr. Adjuster # E Flood Certification # Certified Wind & Hurricane Mitigation Inspector Wilford J. West Certified Building Contractor # CBC Mark Warfel Adjuster # P Certified Building Contractor # CRC Felten Professional Adjustment Team, LLC P.O. Box 3977, Spring Hill, FL Office Fax info@fpatadjusters.com

Phillip Franco General Adjuster # D003413 Flood Certification # 03010346 Certified Appraiser Certified Construction Inspector, ACI John Felten Sr.

3 Raintree Lake Ln. Temple Terrace, FL FRONT ELEVATION WINDSTORM MITIGATION FEATURES TERRAIN YOC B 1981 BULDING TYPE TYPE I ROOF COVER NON-FBC EQUIVALENT ROOF SHAPE FLAT ROOF DECK LEVEL A OPENING PROTECTION N/A FBC WIND SPEED >110 ROOF-WALL CONNECTION CLIPS SWR N/A FBC WIND DESIGN N/A

TERRAIN YOC B 1981 BULDING TYPE TYPE I ROOF COVER NON-FBC EQUIVALENT ROOF

4 4 Raintree Village Condominium No. 3 Assn, Inc Raintree Lake Ln. Temple Terrace, FL Exposure B Terrain Exposure Category Definitions: Exposure C (open terrain with scattered obstructions) applies to: All locations in HVHZ (Miami-Dade and Broward Counties). Barrier Islands as defined per s (5), Florida Statutes, as the land area from the seasonal high water line to a line 5,000 feet landward from the Coastal Construction Control line. All other areas within 1,500 feet of the Coastal Construction Control line, or within 1,500 feet of the mean high tide line, whichever is less. Exposure B (urban, suburban, and wooded areas) practically applies to all other location in Florida by virtue of the exposure definitions for other exposures.

Counties). Barrier Islands as defined per s. 161.

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8 8 Raintree Village Condominium No. 3 Assn, Inc Raintree Lake Ln. Temple Terrace, FL > 110

9 ïððóïïð ÓÐØ ïïð ïîð Ø ¾± ±«¹ Ý±«² É ²¼ Í»»¼ Ô ²» ïð ë ð ïð Ó» Ð»»¼ ¾» Ù»±Ð ² Ý»²» ô Ë² ª» ±º Ú ± ¼ º±» Ú ± ¼ Ü» ³»² ±º Ý±³³«² ßºº ô Ý±¼» ²¼ Í ²¼ ¼ Ü ª ±²ô ««² ± ò ïêðêòê ±º» Ú ± ¼ Þ«¼ ²¹ Ý±¼»ò ïîðõ ÓÐØ Ø ¾± ±«¹ Ý±«² É ²¼ Í»»¼ Ô ²» ïîðõ ÓÐØ ïïðóïîð ÓÐØ ïïðóïîð ÓÐØ Ø Î ²»» Ê ¹» Ý±²¼±³ ² «³ Ò±ò í ß ²ô ²½ò ïððóïïð ÓÐØ 9

10 10 Raintree Village Condominium No. 3 Assn, Inc Raintree Lake Ln. Temple Terrace, FL The condominium building at Raintree Village No. 3 utilizes a flat roof shape covered with asphalt rolled roofing and hot mopping.

Temple Terrace, FL 33617 The condominium building at

11 ROOF COVERING & SHAPE OVERVIEW 11

12 12 Raintree Village Condominium No. 3 Assn, Inc Raintree Lake Ln. Temple Terrace, FL The condominium building at Raintree Village No. 3 roof deck is composed of plywood roof sheathing attached to roof trusses/rafters by staples which are properly spaced at a maximum of 6 along the edge and 12 in the field on 24 truss/rafter spacing.

3 roof deck is composed of plywood roof sheathing attached to roof trusses/rafters by

13 Roof Deck Attachment Photo 13

14 14 Raintree Village Condominium No. 3 Assn, Inc Raintree Lake Ln. Temple Terrace, FL The condominium building at Raintree Village No. 3 utilizes metal clips installed on each truss that attach to one side only of the truss member and to the wall frame. All metal clips are free of any significant corrosion.

3 utilizes metal clips installed on each truss that attach to one side only of

15 Roof-Wall Connection Photo 15

16 16 Uniform MitigationVerification InspectionForm InspectionDate: OwnerInformation Owner Name: Î ²»» Ê ¹» Ý±²¼±³ ² «³ Ò±ò í ß ²ô ²½ò Maintainacopyofthisform withinsurancepolicy Contact Person: Þ»½µ Ó» Address: ïïèðîóïïèîì Î ²»» Ô µ» Ô²ò Home Phone: City: Ì»³» Ì» ½»ô ÚÔ Zip: ííêïé WorkPhone: èïíóçíðóèðíê County: Ø ¾ ±«¹ Cell Phone: Insurance Company: Policy #: Year ofhome: #of Stories: ïçèï î 1. RoofCovering: Date ofinstallation:. At a minimum meets the 2001 Florida Building Code or the 1994 South Florida Building Code. Does notmeet the aboveminimumrequirements. Unknownor Undetermined. 2. Roof DeckAttachment: What is the weakest formofroof deck attachment? Plywood/OSB roof sheathing attached to the roof truss/rafter (spaced amaximum of 24 o.c.) by 6d nails spaced at 6 along the edge and 12 in the field. -OR- Batten decking supporting wood shakes or wood shingles.-or- Any system of screws, nails, adhesives, other deck fastening system or truss/rafter spacing that has an equivalent mean uplift resistance of55psf. Plywood/OSB roof sheathing with aminimum thickness of ½ attached to the roof truss/rafter (spaced amaximum of 24 o.c.) by 8d nails spaced 6 along the edge and 12 in the field.-or- Any system of screws, nails, adhesives, other deckfastening systemortruss/rafter spacing thathasan equivalentmeanupliftresistance of103 psf. Plywood/OSB roof sheathing with aminimum thickness of ½ attached to the roof truss/rafter (spaced amaximum of 24 o.c.) by 8d nails spaced 6 along the edge and 6 in the field. -OR- Dimensional lumber/tongue &Groove decking with aminimum of 2nails per board. -OR- Any system of screws, nails, adhesives, other deck fastening system or truss/rafterspacing that has an equivalent mean upliftresistanceof 182 psf. ReinforcedConcreteRoof Deck. Unknown,unidentifiedor no atticaccess. 3. Roofto WallAttachment: Whatisthe weakest roof to wall connection? ToeNail Clips Single Wraps Rafter/truss anchored to top plate of wall using nails driven at an angle through the rafter/truss and attached to thetopplate ofthe wall. Metal attachments on every rafter/truss that are nailed to one side (or both sides in the case of adiamond type clip) of the rafter/truss and attached to the top plate of the wall frame or embedded in the bond beam. Metal Straps must be secured to every rafter/truss with a minimum of 3 nails, wrapping over and securing to the opposite side of the rafter/truss with aminimum of 1nail. The Strap must be attached to the topplateof thewall frame orembeddedinthe bondbeam inatleastone place. Double Wraps Both Metal Straps must be secured to every rafter/truss with a minimum of 3 nails, wrapping over and securing to the opposite side of the rafter/truss with aminimumof 1nail. Each Strap must be attached to the topplateof thewall frame orembeddedinthe bondbeam inatleastone place. Structural Unknown îóîèóîððè ïçèï Anchor bolts, structurallyconnectedorreinforced concreteroof. Unknown,unidentified or no atticaccess. OIR B1-1802(Rev.07/07)

î 1. RoofCovering: Date ofinstallation:. At a minimum meets the 2001 Florida Building Code or the 1994 South Florida Building Code. Does notmeet the aboveminimumrequirements. Unknownor Undetermined.

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providing documentation that validates the year of construction. Acceptable documents include

providing documentation that validates the year of construction. Acceptable documents include 902. WINDSTM MITIGATION FEATURES A. For policies that cover the peril of Windstorm or Hail, a premium credit may be available if one or more of the following loss mitigation features or construction techniques