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RF-09-64Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 13, 2009 Inspector: Rodriguez, Jorge Owner: GOODENOW, GARY AND MARY Job Address: 440 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC CILIffs Phone Number (305)757 -5235 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat arcel Number 1132060140330 Phone: 305 - 751 -0382 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 10, 2009 Page 1 of 25 Nor'( Nat hits Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 31 (305) 756.8972 Permit No. RFC; ¶ 64 BUILDING PERMIT APPLICATI FBC 2004 Permit Type (circle): Building Roofing Master Permit No. Owner's Name (Fee Simple Titleholder) Gary & Mary Goodenow Phone # ( 309 ) 7 5 7 S2 39 Owner's Address 440 N.E. 94 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 440 N E City Miami Shores Village County FOLIO /PARCEL# 11-3206-014-0330 94 Street Miami -Dade Zip 33138 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractor Phone# (305) 953 -3333 Contractor's Address 13800 N. W. 1 st Avenue City Miami Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 State Florida Architect/Engineer's Name (if applicable) Zip 33168 Phone# ( 786) 367 -2029 Certificate of Competency No. 000017889 Value of Work For this Permit $ 8 , 500.00 Phone # Square / Linear Footage Of Work: 14 0 0 s g f t. Type of Work: ['Addition ['Alteration ONew ® Repair/Replace D Demolition Describe Work: Tear off flat roof to wood deck, replace rotted wood , tin cap base sheet, mop 2 plies of flintglas, install 3X3 eave metals, f K61 :1 P * * * * * * * * * * * * * * * * * ** Submitaaltl Fee $ )1 c. DO Permit Fee $ * **_**************F * * * * * * * *** ** * * * * * * * * * * * * *** * * * * ** * * * ****** d° '' CCF $ CO Notary $ Scanning $ Bond $ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 045.0 See Reverse side -* Structural Review. $ Bonding Company's Name (if applicable) x ' h*, Bonding Company's Address City State \ Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. •r-or Agent The fore oin instrument was acknowledged before me this ifa day of Gev■ - , 2001 by c, - , who is pertc or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me thisj? day of r - , 200 , by 065 All(C)C4-0), who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: U .` �'�`� '�` '. Sign: 0z • Print: o • C4g g Il + Print: va My Commission Expires: o`, • p 44 s My Commission Expires: —a •eg �J *�x +x�x �x �x+x *�x�x�x +,x **�x *�x *�x�x* �x�x�x ;00 r� 7*** x** **. *+a�x** * ****** *:x� *** * * * *a ;aey'* v _ ®®®eq TAT F \oQ ∎�s� ®��'» �i 0 i0�1E091 �Q�A�a``� elie APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT ARECORDED COPY MUST BE POSTED ON TOE JOB SITE AT TAME OF FIRST INSPECTION PERMIT NO. TAXFOLION0.1 1 — 3206 -01 4 -03 0 STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the wing information is provided in this Notice of Commencement: 1. Legal description of property and street address: 449 N . E . 94 S tregt 11111111111111111111111111111111111111111111 cF'N 2009R00!4095 OR ek 26728 Ps 3688i figs)) RECORDED 01/26/2009 10:17:35 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Miami. Shores, Florida 33138 2. Description of improvement: Reroof to a new Mineral Cap Sheet roof. 3. owner (s) name and address: Gary & Mary Goodenow 440 N.E. 94 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N / A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N / A Amount of bond: $ 0 0 6. Lender's name and address: N / A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: N / A Name and address: N / A 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: N / A Name and address: N/A 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Print Owner's Name a Sworn to and subscribed before me this Notary Public Print Notary's Nance My Commission Expires: day o 4 . fa MARYLO(j;1 3800 N. W. 1st Avenue * 3� �,• ie Miami, Florida 33168 Prepared by: Carlos Arocho Quality Roofing Contractor,Inc. ���•,� ale • / •s S si'`9:41ll1 li 113 `'\`0 SIATE OF FLORIDA, 0OU pTV OF DADE HEREBY CERTIFY Mat a to Cn zipy dare o d nfii ©1 pis c*d ___ ____� --- G.V V A 2 d. Pane 104 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 9.6 Job Name Date /"-7 (r.oy STRUCTURAL CRITIQUE SHEET (Z ??< Cme 14644.. du 6itelkee 4n efee m 1 b.. �`o�- 0( Reicr. i./vIrei. *a/ /Le- 04A•dsbok. LAU Zr kry ete00 000 sv/ /4 it eiai et a / Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; OR CTS DATE: chY-) a5kg Owiso iknrCX %'te Contractor ❑ Owner ❑ Architect Picke ucp 2 sets of plans and (o er) ' rYr/t/1/ From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: ilLt\o‘k cm.K Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. z7 9-56( Job Name Date STRUCTURAL CRITIQUE SHEET Aochoh 4ee,,/,k,/ 4.0c9f V/ Au-we_ cw/cd,4„,- e/1"I‘t- A_C 17 114 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ,• ••• • • • • ••• • • • • • • • ••• •• • • • • • Ala Building Code Edii+Qn • :. • Hurricane Zone Uniform Permit Application Form. a , r ProceS$ No. — • • Master P = Contractor's -Name Job Address xIR Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION • • • • • • • • • ••• *0 ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1400sgft. N/A Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of Total (SF) 1 400sqft. 15.32 • -woronsimma 4"il �IIu■a �� sa�� G =r r w �r pumssismenim A!!!� -�•+ +may" rel ZONING DES. BLDG DEPT 1FF-09 -6 SUBJECT TO AIL MOO& STATE AND COUNTY RULE'S AND REGULATIONS FLORIDA BUILDING CODE — BUILDING HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in Specific Roof Assembly Components and identify Manufacture (if a component is not used, identify as ( "NA"1 Fastener Spacing for Anchor/Base Sheet Attachment System Manufacture CertainTeed COrpOrati.O€leld� "oc Lap,* Rowse Fes" oc Perimeter 5 " oc © Lap, # Rows 4 r©5 oc Comer 5 "oc © Lap, #Rows4 r@ 5 oc Number of Fasteners Per Insulation Board Field N/A Perimeter N/A Comer N/A Illustrate Components Noted and Details as Applicable: NOA No. 08- 0227.07 Design Wind Pressures, From RAS 128 or Calculations: Pmax1= 49.2Pmax482.. 6'max3: -124.3 Max. Design Pressure, From the Specific NOA System -52.5 Deck: Type: wood 1 X 6 Gauge/Thickness: slope .5 Anchor/Base Sheet & No of Ply(s) N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer. N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: NJA Base Sheet(s) & No. of Ply(s): (1) G1asBase Base Sheet Fastener/Bonding Material: 1 1/4" R%S Nails Ply Sheet(s) & No. of Ply(s): (2) Flintglas Ply sheet Ply Sheet Fastener/Bonding Material: Type III mopping asphalt Top Ply: (1) Flintglas Mineral Cap Top Ply Fastener/Bonding material: Type III mopping asphalt Surfacing N/A Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener e)e- 1/0/P;"li.li..")11/ Spacing, or Submit Manufacture Details th -� Comply With RAS 11 and Chapter 1:. Parapet Height Mean Roof Heiaht FLORIDA BUILDING CODE — RESIDENTIAL '01/23/2009 14:08 3057518579 .....__ _ ABC MIAMI PAGE 01 A - i e .., r 37 59-. ,.... ,...... 249 ,... i,.., --,00-- _ 1-20.-- y er ff....-...90w0,045° .7.-- 0.3 )140 OW 1609 ,6 "411447 I' ....__________ .......__________ ...... ... 4.0 . . .. ,......... .........._ .... I -- . -- _ _ -------,-- -- -__ . ,--.-. -- . - -- --...-- e 7 :5 . - - . ------ - -- --,- , ....., P7 1 . 01/23/2009 14:08 .3057518579 ABC MIAMI PAGE 02 .1% •-• t 1 • r 01/23/2009 14:42 3057518579 R117-7.1 Approved insulation Nails are not acceptable for insulat R117 -8. Perimeter; •Cc ter and Ext R117 -8.1 The roofing assembly NO assembly. Such pressure shall be ap 7-98. Should the roof assembly N ,8a-4) as defined in ASCE 7 -98, the • The maximum extrapol §R117 -9.2. dk. r ABC MIAMI PAGE 01 ers shall be used for insulation attachment to wood decks. attachment. &Corner Roof Areas shall list the maximum design pressure for the accepted licable to the field of the roof area (1) as defined in ASCE allow extrapolation to perimeter and corners areas (2, 3 • llowing shall apply ion shall not be greater than 2S0% except as noted in • The minimum fastener se • aration shall not be less than 4 inches o. c. • If the perimeter and/or which are less than or assembly NOA, then sp apply in these areas. .4-0‘ • • rner areas of the roof have calculated design pressures al to the maximum design pressures noted in the roof `fled anchor/base sheet or insulation attachment shall also • If the xninimum design Rressui e .xceeds the roof assembl m s u c h roo • + _ stem ma be . : • a one time . • . oval bathe authority aavins; �.. n • rovided the a. •lica demo • test . •_ dlor rati • nal sis em co ...lies wit th rovisio . • f . m des' 'urisdi such roo R117.8.1.1 In recover or reroo insulation fasteners results in (1224 N), a Professional Engin in compliance with TAS 126, examination results, along wit repair/replacement specificati issuance of a roofing permit. k G% applications if testing in compliance with TAS' 105 of the minimum characteristic resistance force less than 275 lbf , or Registered Architect shall perform a moisture survey, d: examine the deck's integrity. The moisture survey and the withdrawal resistance test results and a proposed deck shall be submitted to the building official for review prior to Subsequent to repair or replacement of the deck, a withdrawal resistance of the fasteners shall be co B ducted. The same criteria noted above shall apply. R117 -8.2 As an alternate to data in- situ -(on site) field uplift resi elevated pressure zones to co compliance with TAS 124. Such the design pressure for the tes review. extrapolation or jrifile .s'e ..4tA.. Po- °—n i ' . e4 $:. ce testing of the in place roof assembly may be conducted in uplift resistance performance. Testing shall be conducted in Field uplift resistance ot testing submitted to the building official for pressure zone, R117-9. Insulation Attachment - ew Construction/Re -Roof Application R117 -9.1 Example of Data Extr . polation • • ••• • • • ••. •. •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • • • • •• • •• • • • • • • . •• • • • • • • Florida Building Code Editieh2004• • High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacin4 • • • • • • • • onC L II Fill in specific roof assembly components ofa component is not identify as "NA") System Manufacturer:CertainTedd Corporati Product Approval No.:• 0 ii - 0 2 27 . 0 7 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl : - , • � Pmax'1•� R Prhax3 :_12_4 Max. Desi9 Pressure, from the specific Product Approval system: 0 0 Deck Type: Gauge/Thickness: N / A Slope: 1 / 2" Anchor/Base Sheet & No. of Ply(s): N / A Anchor/Base Sheet Fast = . n • N Insulation Base Layer: N IW w Base Insulation Size and Thickn L Base insulation Fastener/Bondi wood 1X6 • • •• • • • • • •• Fastens:A:44 iti prieet Attachment Field: _a_" oc (8 Lap, # Rows ' e 8 " oc on Perimeter: oc ® Lap, # Rows A_ oc Corner: __6.2 oc C# Lap, # Rows _L.' 1-_" oc Top Insulation Layer: N / A Top Insulation Size and Thickness: N /A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): (1 1 G las bas e Basel 1 / 414 eilefirnd �1 Number of Fasteners Per Insulation Board: Field 11L$ Perimeter N_L Comer LILA Illustrate Components Noted and Details as Applicable: in Flashing, Woodbtocking, Gutter, Edge Termination, Stripping, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 01-- 4c 'j' l fie pe Parapet Height dI Mean Roof Height Ply Sheet(s) & No. of Ply(s): (2) plies of f ling las Ply Sheet Fastener/Bonding Material: Type 111 mopping asphalt Top Ply: (1 1 Mineral Cap sheet Top PI Fast ell onding hlpterial: halt Type 111 InoPPing asp FLORIDA BUILDING CODE — BUILDING 15.38 • • ••• • • • ..• .• .. • • • •• •• • • • • • • • • • • • • . • • • ••• • • • • • • • • • • • • • • ••• • • • • .•. ROOF ASSEMBUES AND ROOFTOP STRUCTURES • • • • • • • • • • •• • •• • • • • • • • Florida Building Code Editlb0 2004 • • • • •• • High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped R tee • •• •.• •• ••••• • •• • • • • • ••• •• Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculationll . P2: P3: Roof Slope: : 12 Deck Type: �\. Type Underlay \insulation: Fire Barrier: ent: \ Fastener Type & Spacing: Adhesive Type: 1 Mean Roof Height: 15.34 FLORIDA BUILDING CODE — BUILDING • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • HIGH- d�LO3ITff HtRRIOAM !ONES • • • • • • • • •• •• • • • • • • • Florida Building Code Edltibn. W4 . • • • • • HIGH Velocity Hurricane Zone Uniform Penult Application Form Section E (Tile Calculations)• • •• •.• •• • • • • For moment based tile systems, chose either Method 1 Or 2. Conf% red'th8 vaities fork ;AR the values from M. If the M. values are greater than or equal to the M. values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pi: x X __)- MB =Mr, Product Approval Mr (Pa: x 1V =_)- M0 =M,2 Pi uct Approval Mr (Ps: x X __--1- M, =Mr3 7 o uct Approval Mr Method 2 " Simplified Tile aiculatio r TI ble Bel Required Moment of Resistance (Mr) Fro r11 Table et Approval Mf Mr Req red Mo nt of eels r f ce* >" Mean Roof Height-a Roof Slope 1 16' , RAS 127 Table 1 or by an engineering analysis prepared by PE based an ASCE 7 26' 1 H I 30' 'a' 2:12 34.4 ' 6\ t. 38.2 Restoring Moment due to Gravity 1 39.7 ,2 y 3:12 30.4 Product Approval Required Moment Resistance 38.01 Calculated 37.4 39.8 4:12 30.4 2 \ Calculated 33.8 I 35.1 37.3 5:12 28 4 1 \ 31.8 i 32.8 34.9 8:12 26.4 0 \ i 30.5 7:12 24.4 \8 \ \ 1 30.0 *Must be used in conjuction with a list of m Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: x 1: = x w:= )- w: x cos 9. ?Fri __ Product Approval F' (Pa: x 1: = x w:= )- w: x cos 9. =Fr :Product Approval F'_ (P3: x 1: = x w:= )- w: x cos B: =Fe_ Product Approval F'_ en t used the ystems endorsed by the Broward County Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based an ASCE 7 Mean Roof Height H Job Site Roof Slope 3 Job Site Aerodynamic Multiplier t. Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I =Length V .width Product Approval All Calculations must be submitted to the Building Official at the time of permit application FLORIDA BUILDING CODE — RESIDENTIAL lUi�o BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 • • •• •• • • • • • • • • • • • • • • • • •• • • ••• • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • ••• .. • MIAMI- DADXOuN 1Y, FLORIDA •• • MTTRt - -AAP PIA ►R BUILDING LA(1JE�I,�TA SUITE 30-1603 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• •• • • • • • • • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or • suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrqugh 21. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-0227.07 Expiration Date: 06/19/13 Approval Date: 05/1 5/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Category: Sub- Categorv: Material: Deck Type: Maximum Design Pressure Roofing Built-Up Roofing Fiberglass Wood -60 psf • •• •• • • • • • • • • • • • • • • • •• • ••• • • • ••• • • • •• •• • • • • •0'* • • • • • • • • • • • • •• • •• • • .•• • • • ••• • ••• •• • • • • • •• .. • • • • • • • • •• •• • • •• *0 ••• • • • • • ••• •• • • • •• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type IV or VI Flex - I-Glas or Flex I -Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet Dimensions 36 "x72; Roll weight: 86 lbs. (2 squares) 36" X 36'; Roll Weight 78 lbs. (1 square) 36" x 180'; Roll weight 40/55 lbs. (5 squares) 36" x 108'; Roll weight 90 lbs. (3 squares) 36" x 108'; Roll weight 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36 "x36 ;Roll weight: 90 lbs. Test Specification ASTM D 2626 UL Type 15 ASTM D 3909 ASTM D 2178 Type IV or VI UL Type G1 ASTM D 5147 Product Description Asphalt coated, organic base sheet. Asphalt impregnates and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Fiberglass, asphalt impregnated ply sheet. SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet UL Type G2 ASTM D 226 Organic asphalt saturated felt. ASTM D 249 UL Type 30 Mineral Surfaced organic cap and buffer sheet. NOA No.: 08-0227.01 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 2 of 21 APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam II ISO 95+ - High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -1, ENRGY -2, Plus, UltraGard Gold, PSI -25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Product Number Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. -Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate • • .•• •• •• • • • • • • • • • • • • • • • •. • • • • • • • • •• • ••• • • • ••• • • •• •• • • • • • ••• • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • •. • •.• • TABLE 2 Product Descrjtlob • • • • • • • • • • •• • • I • M pufacturer Polyisocyanurate foam insufatitn• Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation GIass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation. TABLE 3 Product Description Insulation fastener • (With Current NOA) • • • •••�+Teed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. Galvalume AZ50 steel plate 2 "/$" x 3' /a" Construction Fasteners, Inc. Polypropylene plate 3" x 3 1 /4" Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" round 3" square NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 3 of 21 APPROVED FASTENERS: Fastener Number Product Name 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul -Fixx Fastener 15. Insul -Fixx S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test Anencv/Identifier Factory Mutual Research Corp. Exterior Research & Design, Inc. TABLE 3 • • •• •• • • • • • • • • • • • • • •• • • • • • • • ••• Product Description ••: Polypropylene rbund plate • •• Insulation fastener for wood and steel. Fre- assembled Insulation fastener and plate Galvalume AZ55 steel plate High Density Polyolefin round plate & Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Fastening Requirements FMRC 4470 TAS 114 TAS 117 ••• • • • • ••• • • • ••• • .• •• •• • • • • • • • ••• • • • • • ••• s • •• • • • • • • • • ••• • • ••• • • :.2 • .• • • • • • 3" square & 3" round 3" round 3" round 3" round 3" round 3" round 3" round Report • • •• • • • • • •• Manufacturer itWitfi•Current NOA) • 3uildex Corp. Johns Manville Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru Fast Corp. The Tru -Fast Corp. The Tru Fast Corp. The Tru -Fast Corp. FMRC 1996 J.I. #3Y8A1.AM 3513.08.02 3515.07.03 ate 01/01/96 03/23/96 08/15/02 07/22/03 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 4 of 21 Deck Type 1: Deck Description: System Type E(2): All General and Base Sheet: Fastening: Ply Sheet Cap Sheet Surfacing: Maximum Design Pressure: . ... • • •.. ••• • •• • • • • • • • • • ••• • • • .• •• • • • • • • •. • • • • •• • ;•; • • • • Wood, Non - Insulated • • • • ; . • .. • . • ..• • • • • • • • • • • •' • • 19/32" or greater plywood or woodeOlanV" • • • • Base sheet mechanically attached. .. • • • • , . • . �.. '• ••. • • . • .. System Limitations apply. . • • • • .. . • • • • ... .. GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. • •• • Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8' o.c. Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs./sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 Ibfsq. and 300 Ibfsq. respectively in a flood coat of approved asphalt at 60 lbsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galisq. or Monoform compound; surfaced with 1 gal./sq. Sta Kool non- Fbered aluminum coating or fibered APOC No. 212. -52.5 psf. (See General Limitation #7) NOA No.: 08-0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 .. , : • •• • • • • •• .. . glee oe • • ... • • 4. . • • • • • • • •• • • • •.. • • • • . • • •'• •'• WOOD DECK SYSTEM LIMITATIONS: • . ' ; • • • ' • • • 1. A slip sheet is required with Ply 4 and PIy 6 when Isaias a mechanically fastened base or anchor . sheet. •• : : .. ••• • • GENERAL LIMITATIONS: • • •' • • • • • • • •' •' • • • •, • • .•• .. 1. Fire classification is not part of this acceptance, refer' to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these. areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 21 of 21 Rth I or ya- p1y ory nth my p1y ory Rth say nal 'ith ath 311 tin. om p1y ory )0", ' or T?,E IR 332 3RS I8", XY', tLS 3RS 1/4 p1y hay >ta1 I to ROOFING MATERIALS AND SYSTEMS DIRECTORY • ••• • • • ••• • 1 • • • • • • :ROOF 68dERING MATERIALS (Tin) ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)– Continued CENTRIA R68$3. 1005 BEAVER GRADE RD, MOON TOWNSHIP PA 15108 • • OTHER SYSTEMS • • Class A • Building units used in this system are composed of foam core covered on both sides with a 26 gauge minimum coated galvanized steel skin, designated VERSA. PANEL VP1.75, VP2.25, VP2.50, VP 00 or INTEGRITY R400, R250, 8225 or 175 . 1. Decic — ° Incline: No limitation Installation: Mechanically fastened to metal rafters. Class B Building units used in this system are composed of foam core covered on both sides with a 26 gauge minimum coated stilted VBRSAPANEL VP1.25, VP1.75, VP2.25, , VP4.00 or MEM= R400, R250, R225, 175 or 125 . L Deck: — Incline No limitation Installation: Mechanically fastened to metal rafters. CERTAINTEED CORP R11656 750 E SWEDESPORD RD PO BOX 860, VALLEY FORGE PA 19482 Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt felt in the Class A, B or C roof constructions indicated below G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are .suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex I -Glas, Premium Fleas I-Glas or Flex-I-Glas FR Base Sheet is a suitable alternate for the G2 glass base and the Type 15 All-Weather/Empire base sheet. Unless otherwise indicated, base sheets are mechanically fastened or spot in place; ply and cap sheets are hpt mopped in place. Diamond base sheet is limited to noncole decks and combus- tible decks g insulation. Two plies GI may be utilized in place of one ply yp�ee G2. •EPS insulation followed by 1/2 in. coverboard may utilized in any of the owing 4 The "YO�" may be used in any of the following noncombustible deck r ": roof systems and, where indicated, in combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain �,. "FF)intltlastic STA". "Flintlastic Ultra Poly SMS" maybe used in lieu of "Poly SMS Base" in all arfeteneestion Classifications. g.4. to Tpe G2 base sheets includes "Channel-Vent GB". "FlintBoard Iso , "FlintBoard Iso Cold" "FlintBoard Iso-T" or "FlintBoard Iso Plus", may be used wherever pot •' anurate insulation is ASPHALT FELT SYSTEMS icy HOT ROOFING ASPALT Class A 1. Deck: NC Incline: 3 Base Sheet: Type G2 Glasbase. Ply Sheet Type G1 Flintglas or Type G2 Glasbase: Surfacing: Gravel or slag. 2. Deck: C- 15/16.' Incline: 1/2 *All joints blocked. Base Sheet Two layers Type G2 " Glasbase" base sheet or Type G-1 "Flintglas Ply Sheet". Surfacing: Type G3 " Flintglas Mineral Surfaced" 3. Deck: NC Incline 3 Base Sheet Two layers Type 15 All Weather/Empire. Surfacing Gravel or slag. 4. Dedc NC Incline: 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing Gravel. 5. Deck C 15/32 Incline 3 Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot Bm�pSheet: Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt Surfacing: Gravel 6. Deck C -15/32 Incline•, 3 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: Type G2 "Glasbase" base sheet Roofing Systems (TGFU)– Continued • • • • Ply heed: •Twp iQth a mars of Type G1 " Flintglas" ply sheet or T 'G-2 .Glasloaee bat sleet • • Suing: Gravel of slag • *i * Deck: C -15/32 Incline 3 Vapor Retarder ( Optional): Type G2 "Glasbase" or UL Classified va •• ••• •• • Hnstalo4 (Optional). *One or more layers or combination of • • . • •hillowisg:;Poyy yank, perlite, glass fiber or wood fiber, • tic ess.• • ••• •• Membrane Three or four layers of Type G1 " Flintglas" ply sheet. Surfacing Gravel or slag. 8. Deck C -15/32 Incline 1 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vw retarder. Insulation (Optional): One or more layers or combination of following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 " Glasbase" base sheet. Ply Sheep Two layers Type G1 " Flintglas" ply sheet. Cap Sheet One layer Type G3 " Flintglas" cap sheet. 9. Decks NC Incline: l/2 Insulation (Optional): One or more layers or combination of following: Johns Manville "ENRGY 2 ", polyisocyanurate, perlite, fiber or wood fiber, any thickness. Base Sheet Two layers Type G2 "Glasbase" base sheet or T Ply Sheet" Surfacing Type G3 " Flintglas Mineral Surfaced ". 10. Dedc C- 15/16* Incline 1/2 *All joints blocked. • Insulation ( Optional): One or more layers polyisocyanurate, 2 in. wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. min Base Sheet Ply � pe layers Type G2 " Glasbase" base sheet or Ty Surfacing: Type 03 "Flintglas Mineral Surfaced ". 11. Deck C -15/32 Incline: 3 Insulation (Optional): Any thickness, one or more layers or coral tires (optional of "Hy- Therm AP", "Hy Therm TAPERED", "Hy -TI COMPOSITE ", "Celo-Therm" "HY-Tec (Energy-LOk) ", "TRI -S wood fiber or glass fiber, mechanically fastened or hot mopped. Base 15 asphalt organic felt, or "Glassbase Base Sit nailed Ply Sheets: Mm three plies Type 15 perforated asphalt organic "Flintglas Type VI Premium Ply Sheet ", "Flintglas Type N Ply Sk Surfacing: Gravel or slag. 12. Dedc NC Incline: 2 Insulation (Optional): Any thickness, one or more layers or com Lions (optional) of "Hy -Therm AP", "Hy Therm TAPERED", "Hy - -T. COMPOSITE ", "Celo- Therm ", "HY Tec (Energy- LOK) ", wood fib glass fiber, mechanically fastened or hot mopped. Base Sheet Type G2 " Glasbbase Base Sheet", Type G1 "Flintglas VI Premium Ply Sheet" or " Flintglas Type N Ply Sheet". Ply Sheet Min one ply Type Gi, " Flintglas Type VI Premium Sheet" or " Flintglas Type W Ply Sheet", hot mopped. Surfacing Type G3 cap sheet, "Flintglas Mineral Surfaced Cap Sl hot Class B 1. Deck C -15/32 Incline: l/2 Base Sheet Two layers Type 15 "All Weather/Empire". Surfacing Type 03 " Flintglas Mineral Surfaced ". 2. Dedc C -15/32 Incline 3/4 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified retarder. Insulation (Optional): One or snore layers or combination c following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet One layer Type G2 "Glasbase" base sheet. Ply Sheets: One layer Type 01 " Flintglas" ply sheet. - Cap Sheet One layer Type G3 " Flintglas" cap sheet. 3. Deck NC Incline 1 Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 in. mechanically fastened. Base Sheet: One or more plies Type G2, hot mopped or mechar fastened.. Ply Sheet: One or more plies Type G1, "Ply IV" or "Ply VI mopped or mechanically fastened. LOOK FOR THE UL MARK ON PRODUCT SECTION R4402.1,3 • • • • • •'. HIGH VELOCITY HURRICANE ZONES — RF,QX7 4176014 NOTIFICATION FOR ROOFING CONStDEL TIO:Ni • • • • • R4402.13.I Scope. As it pertains to the section, it is the responsibility of rooiingkontractoa to eiovide the owner with the required roofing permit, and to explain to the owner 41114 caittent oftte septipn..T$e irevi *ions of Section R4402 govern the minimum requirements and standards of* 4iduitry for rgofirtastern installations. Additionally, the following items should be addressed as parr of the as reeemeerbetwgen the owner ant the contractor. The owner's initial in the designated space indicates-that the item has been explained. •• • • . • • .. • • • •• • . ••• •o• • • • _ Aesthetics - Workmanship: the workmtrihti te ov signs F.f Section R4402 are for the purpose of providing that the roof system ril..ets the wind resistance and water Instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renaning wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units. (i.e., townhouses, condoininiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed; open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. g. Pondiu.g water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed.. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7, Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. II 1 2,109 q Owner /A;;ent's Signature Date Contractor Signature Date MAR 1 8 200 AN1+71)AVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECO . 'ARY ° °ff WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT a 09-4261 SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. March 17, 2009 To: Building official Mr. Norman Bruhn Village of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: Mr.& Mrs. Gary Goodenow 440 NE 94th Street Miami Shores, FL 33138 Roofing Permit Number Dear Building Official: Upon opening of the roof at the subject property it was determined that roof to wall attachment complies with requirements of "Manual of Hurricane Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying Agent SATE OF Sworn to and day of (SEAL) RIDA COUNTY OF before �Q'® NOTARY P1113L7L cT +TF OF FLORIDA M:tdli J ONIlos 2,'717923 " m o CDSiuiss D ,ER 23, 2011 BONDED VOW MIAMI Personally known -DADE or Produced Identification