Uniform Mitigation Verification 360 Dutton Island Road 04.11.2011 From:•;enn FaxlD:fax.sl.appliedonline Page 2 of 5 Date:1/12/2011 10:bt1 nM rage:Z or
Uniform Mitigation Verification Inspection Form
Maintain a copy of this form with the insurance policy
Inspection Date:
Owner In t t .tion
Owner Name: 1 j . ^ Ken�yalri Contact Perso I/�, el
Address: .. r 1 r'2.0 ► one Phone:G0
ly `-��� I?.-^-1'�^ `''���
O n Fork Phone: lJ`'T�104 241`qct
City: tar-IA—et � ri � Cell Phone:County: , , q -C -L.� )
Insurance Compal Policy i� a) _
Year of Home: 2�� =of Stoiies: �iL orb 04 94rD.00111
L�-�a
(print name of the individual who actually performed the inspection),
personally conducted the inspection of the residence identified on this form and in my professional opinion, all the
data I reported is true and correct.
1. Building Code: What building code was used to design and build the structure?
— A. 1994 South Florida Building Code(building permit application date of 9/1/1994 or later in Miami-Dade and Broward
Counties(also known as the High Velocity Hurricane Zone(HVHZ)).
_ B. Building code prior to the 1994 South Florida Building Code(building permit application date of 3/31/1994 or earlier
in Miami-Dade and Broward Counties(HVHZ).
Z./C.2001 Florida Building Code(building permit application date of 3/1/2002 or later outside the HVHZ).
= D. Building code prior to the 2001 Florida Building Code(building permit application date of 2/28/2002 or earlier outside
the HVHZ).
— E. Unknown or undetermined.
2. Predominant Roof Coven :
Permit-Application Date: 21 I 0 of Installation:
A.At a minimum meets e 200}Florida Building Code or the 1994 South Florida Building Code and has a Miami-Dade
NOA or FBC 2001 Product Approval listing demonstrating compliance with ASTM D 3161 (enhanced for 110MPH)OR
ASTMD 7158(F,G or H),OR FBC TAS 100-95 and TAS 107-95,OR FMRC 4470 and/or 4471(for metal roofs).
_ B. Does not meet the above minimum requirements.
_ C. Unknown or undetermined.
NOTE: At least one photo documenting the existence of each visible and accessible construction or mitigation
attribute marked in Sections 3 through 9 must accompany this form.
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"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 wood
shingles.-OR- Any system of screws, nails, adhesives, other deck fastening system or truss/rafter spacing that has an
equivalent mean uplift resistance of 55 psf.
B. Plywood/OSB roof sheathing with a minimum thickness of 7/16"attached to the roof truss/rafter(spaced a maximum of
24" o.c.)by 3d common nails spaced 6" along the edge and 12"in the field.-OR-Any system of screws, nails,adhesives,
other deck fastening system or truss/rafter spacing that has an equivalent mean uplift resistance of 103 psf.
— C. Plywood/OSB roof sheathing with a minimum thickness of 7/16"attached to the roof truss/rafter(spaced a maximum of
24" o.c.)by 3d common nails spaced 6" along the edge and 6" in the field. -OR-Dimensional lumber/Tongue &Groove
decking with a minimum of 2 nails per board. -OR-Any system of screws,nails,adhesives,other deck fastening system or
truss/rafter spacing that has an equivalent mean uplift resistance of 182 psi.
_ D. Reinforced Concrete Roof Deck.
Inspectors Initials Property Address Cr) D tk fl ►TCT '12C1
*This verification form is valid up to five(5)years provided no material changes have been made to the structure.
OIR-B1-1802(Rev.02/10)Adopted by Rule 690-170.0155 Page 1 of 4
From:Jenn FaxID:fax.sl.appliedonline Nage i of o uaie.a iucu 1 1 1.,.,,o 1,11f1 rnyG..,..,
— E. Other:
= F. Unknown or unidentified.
2 G. No attic access.
4. Roof to Wall Attachment:What is the weakest roof to wall connection?
= A. Toe Nails Rafter./truss anchored to top plate of wall using nails driven at an angle through the rafter/truss and attached
.to the top plate of the wall. .
B. Clips Metal attachments on every rafter/truss that are nailed to one side(or both sides in the case of a diamond
type clip)of the rafter/truss and attached to the top plate of the wall frame or embedded in the bond beam.
_ C. Single Wraps 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 a minimum of 1 nail.The Strap must be attached to the top plate
of the wall frame or embedded in the bond beam in at least one place.
D. 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 a minimum of 1 nail.Each Strap must be attached
to the top plate of the wall frame or embedded in the bond beam in at least one place.
— E. Structural Anchor bolts structurally connected or reinforced concrete roof.
— F. Other:
= G. Unknown or Unidentified
= H. No attic access
5. Roof Geometry:What is the roof shape(s)?(Porches or carports that are attached only to the fascia or wall of the host structure
andnnoo'structurally connected to the main roof system are not considered in the roof geometry determination.)
- A. Hip Roof Hip roof with no other roof shapes greater than 10%o of the total building perimeter.
= B. Non-Hip Roof Any other roof shape or combination of roof shapes including hip,gable,gambrel,mansard and
other roof shapes not including flat roofs.
= C. Flat Roof Flat roof shape greater than 100 square feet or 10%of the entire roof,whichever is greater.
6. Gable End Bracing:For roof structures that contain gables,please check the weakest that apply:
_ A. Gable End(s)are braced at a minimum in accordance with the 2001 Florida Building Code.
— B.woes not meet the above minimum requirements.
—.----C. Not applicable,unknown or unidentified.
7. Wall Construction Type:Check all wall construction types for exterior walls of the structure and percentages for each:
i./.----
Wood Frame (.%-i,
= B. Un-Reinforced Masonry %
_ C. Reinforced Masonry %
_ D. Poured Concrete °A
— E. Other: °%o
8. Secondary Water Resistance(SWR):(standard underlayrnents or hot mopped felts are not SWR)
= A. SWR Self adhering polymer modified bitumen roofing underlayment applied directly to the sheathing or foam
adhesive SWR barrier(not foamed on insulation)applied as a secondary means to protect the dwelling
from water intrusion.
- t3. No SWR
_ C. Unknown or undetermined.
9. Opening Protection:What is the weakest form of wind borne debris protection installed on the structure? (Exterior openings
include,but are not limited to:windows,doors,garage doors,skylights,etc.Product approval may be required for opening
protection devices without proper rating identification.)
— A. All Exterior Openings(Glazed and Unglazed)All exterior openings are fully protected at a minimum with impact
resistant coverings,impact resistant doors and/or impact resistant window units that are listed as wind borne debris protection
devices in the product approval system of the State of Florida or Miami-Dade County and meet the requirements of one of
Inspectors Initials Property Address3O l�lttC�Yi .SIC --Road `_J
*This verification form is valid up to five(5)years provided no material changes hay e been made to the structure.
OIR-B1-1802(Rev.02/10)Adopted by Rule 690-170.0155 Page 2 of 4
From:Jenn FaxID:fax.sl.appliedonline Page 4 of 5 Date:1/12/2011 10:58 AM Page:4 of 5
the following for"Cyclic Pressure and Large Missile Impact".For the HVHZ,systems must have either a Miami-Dade NOA
or FEC Approval marked "For Use in the HJHZ".
— Miami-Dade County Notice of Acceptance(NOA)201,202 and 203.(Large Missile-9 lb.)
— Florida Building Code Testing Application Standard(TAS)201,202 and 203.(Large Missile—9 lb.)
= American Society for Testing and Materials(ASTM)E 1886 and ASTM E 1996. (Large Missile—9 lb.)
— Southern Standards Technical Document(SSTD) 12. (Large Missile—9 lb.)
= For Skylights Only: ASTME 1886/E 1996. (Large Missile-4.5 lb.)
I. For Garage Doors Only: ANSUDASMA 115. (Large Missile—9 lb.)
_ B. All exterior openings are fully protected at a minimum with impact resistant coverings, impact resistant doors and/or
impact resistant window units that are listed as windborne debris protection devices in the product approval system of the
State of Florida or Miami-Dade County and meet the requirements of one of the following for"Cyclic Pressure and Large
Missile Impact":
• ASTM E 1886 and ASTM E 1996.(Large Missile—4.5 lb.)
• SSTD 12.(Large Missile—4 lb.to 3 lb.)
• For Skylights Only:ASTM E 1886/E 1996.(Large Missile-2 to 4.5 lb.)
_ C. All exterior openings are fully protected at a minimum with impact resistant coverings, impact resistant doors and/or
impact resistant window units that are listed as windborne debris protection devices in the product approval system of the
State of Florida or Miami-Dade County and meet the requirements of one of the following for"Cyclic Pressure and Small
Missile Impact":
• Miami-Dade County NOA 201,202 and 203.(Small Missile—2grams)
Florida Building Code TAS 201,202 and 203.(Small Missile—2 grams) •
,
I
ASTM E 1886 and ASTM E 1996. (Small Missile—2 grams) •
• SSTD 12. (Small Missile—2 grams)
_ D. All exterior openings are fully protected with windborne debris protection devices that cannot be indentified as Miami-
Dade or Florida Building Code(FBC)product approved. This does not include plywood'OSB or plywood alternatives(see
Answer"H").
All Glazed Exterior Openings
— E. All glazed exterior openings are fully protected at a minimum with impact resistant coverings and/or impact resistant
window units that meet the requirements of one of the standards listed in Answer"A"of this question.(Large Missile—9 lb.)
_ F. All glazed exterior openings are fully protected at a minimum with impact resistant coverings and/or impact resistant
window units that meet the requirements of one of the standards listed in Answer"B"of this question. (Large Missile—2 lb.
-8lb.)
— G. All glazed exterior openings are fully protected at a minimum with impact resistant coverings and/or impact resistant
window units that meet the requirements of one of the standards listed in Answer "C" of this question. (Small Missile —
2 grams)
— H. All glazed exterior openings are covered with plywood/OSB meeting the requirements of Section 1609 and Table
1609.1.4 of the 2004 FBC(with 2006 supplements).
= I. All glazed exterior openings are fully.protected with wind-borne debris protection devices that cannot be identified as
Miami-Dade or FBC product approved. This does not include plywood/OSB or other plywood alternatives that do not meet
Answer H(see Answer"K").
None or Some Glazed Openings
e-pit least one glazed exterior opening does not have wind-borne debris protection.
K. No glazed exterior openings have wind-borne debris protection This includes plywood.OSB or plywood alternative
systems that do not meet Answer"H".
_ L. Unknown or undetermined.
Inspectors Initials Property Address-3�—/ ,Jl _ �j 1 ana Ld .
*This verification form is valid up to five(5)years provided no material changes have been made to the structure.
OIR-B1-1802(Rev.02/10)Adopted by Rule 690-170.0155 Page 3 of 4
ri V111.JOnn r'sum w:rax.s i.appueamn ne Page 5 of 5 Date:1/12/2011 10:58 AM Page:5 of 5
MITIGATION INSPECTIONS MUST BE CERTIFIED BFA QUALIFIED INSPECTOR.
Section 627.711(2),Florida Statutes,provides a listing of individuals who may sign this form.
Qualified Inspector Name: License Type: License=or MSFH certificate=:
/1-A Sr , m 1 -/rk,, ,3 it 3 73
Inspection Company: Phone:
a J- i �p�� �e ep4-7-e-7-5V 3
Qualified Inspector-I hold an active license or certificate as a: (check one)
1 Hurricane mitigation inspector certified by the My Safe Florida Home Program.
YBuilding code inspector certified under Section 468.607,Florida Statutes.
1 General,building or residential contractor licensed under Section 489.111,Florida Statutes.
D Professional architect licensed under Section 481.213,Florida Statutes.
1 Professional engineer licensed under Section 471.015,Florida Statutes.
I Other individual or entity recognized by the insurer as possessing the necessary qualifications to properly complete this form
pursuant to Section 627.711(2)(0,Florida Statutes.
Individuals signing this
form must have their license or certificate in an"Active"status at time of the inspection.
I, it /it'6-A"L(hi"1.1M1--an a qualified inspector and I personally performed the inspection or had
(print name)
my employee(C of.ttZc is r14' .perform the inspection and I agree to be responsible for his/her work.
(print name)
Qualified Inspector Signature: i /66 Date: '? -1 t-L
An individual or entity who knowingly provides or utters a false or fraudulent mitigation verification form with the intent to
obtain or receive a discount on an insurance premium to which the individual or entity is not entitled commits a misdemeanor
of the first degree(Section 627.711(3),Florida Statutes). The Qualified Inspector who certifies this form is strictly liable for all
acts,statements,concealment of facts,omissions,and documentation provided by his or her employee who actually performed
the inspection.
Homeowner to complete: I certify that the named Qualified Inspector or his or her employee did perform
an inspection of the residence identified on this form and that proof of identification was provided to me or my
Authorized Re I esentative.
Signature: ' ,,,.. A _J _ ( .k .. I l 0 ) , I-
_
An individual or entity who knowingly provides or utters a false or( audulent mitigation verification form with the intent to
obtain or receive a discount on an insurance premium to which the 7 dividual or entity is not entitled commits a misdemeanor
of the first degree.(Section 627.711(3),Florida Statutes)
The definitions on this form are for inspection purposes only and cannot be used to certify any product or construction feature
as offering protection from hurricanes.
Inspectors Initials Property Address 3 ) Lit-O1 .LS.toncl(--- oftc)
jiff
*This verification form is valid up to five(5)years provided no material changes have been made to the structure.
Om-B1-1802(Rev.02/10)Adopted by Rule 690-170.0155 Page 4 of 4
OVERHANGS N EXCESS OF Ifo" AND UP TO 24"
USE 2x4 arr. OUT LOOKER AT 16" /c CLIP TO
DBL. TOP PL. WITH (2)4-15 W/ (8,ed. OVERHANGS
16" OR LESS USE 2x4 SYP OUTLOOKER AT 24"
WrH1NG EDGES o/c WITH (IMH5 LU/ (8)Sd
C3At3LE TRUSS
<--FASTEN SHEATHING TO FRAMING AT 3" o/c
ON EDGES, 6" o/c IN FIELD UJ/ 8d.
AP.A. RATED SHEATHING TO
MATCH ROOF SHEATHING
2x �`2 SrP DBL .TOP PL. (SLC
7
/1(o" APA. RATED SHEATHING
:7 �� Y; 8d NAILS 6" o/G ALONCs AL
`-� EDGES AND 8" o/c IN FIELD.
�,�� 4.'11= EDGES
EDGES (CONTINUE STUD