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RF-17-1561 (2)
tF4, -1601 Miami Shores Village PRoot � 10050 N.E.2nd Avenue NEt7f CIL35Si1f1C Tim 1 B 4T1 Miami Shores,FL 33138-0000 Phone: (305)795-2204 PG#7t " 1i/91 €1 Expiration: 1 10/2017 Project Address Parcel Number Applicant 9909 NE 4 Avenue Road 1132060171310 JOHN RUARK Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHN RUARK 9909 NE 4 Avenue Road (410)610-2148 MIAMI SHORES FL 33138- 9909 NE 4 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 46,500.00 ISAACS ROOFING&INSULATION COI (305)234-5234 (786)277-9756 __....._ . _... _._ _.... .... Total Sq Feet: 6800 Type of Work:Re Roof Available Inspections: Additional Info:NEW TILE ROOF. Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-17-64296 CCF $28.20 06/13/2017 Credit Card $946.20 $60.00 DBPR Fee $6.00 DCA Fee $6.00 06/13/2017 Credit Card $50.00 $0.00 Education Surcharge $9.40 Bond#:3429 Permit Fee-New Roof $400.00 Scanning Fee $9.00 Technology Fee $37.60 Total: $996.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named contrFtohe�w�ilrstated. _ J � June 13,2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 13,2017 1 Miami Shores Village CFS' Building Department Ju 3 NO 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (� BUILDING Master Permit No.��`—� PERMIT APPLICATION Sub Permit No. 42ftILDING ❑ ELECTRIC E-160FING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP Q ' CONTRACTOR DRAWINGS JOB ADDRESS: -l�o� /� E Aa. City Miami Shores County Miami Dade Zip: Folio/Parcel#: ( �— Z06 �� )� 10 Is the Building Historically Designated:Yes NO -� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ,Q 6 aiQNSLk- -Mone#r L 0 -( 10 Address: City: //j - " : 5(.0 -m State: 4 OL• Zip: 33/3& Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: S�,Ac� �c-�4 rPho Address: /1If12 City: I I J . rL State: L. Zip: Qualifier Name: Q►l/��r\1�^��n��L Phone#: State Certification or Registration#:e.CG 1.37--S S.<CP Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ 4(P'.s C Square/Linear Footage of Work: ('60cn. Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: l ;LG F=ig Specify color ofcolor thru tile: Submittal Fee$ 5b , Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 9 (Revised02/24/2014) � 1 Bonding Company's Name(if applicable) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 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. Signatu Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t day of��13 _ ,20 �-4- by ��day of ,20 by ,11 T gQA P—V—. who is personally known to "Kj �I Sc.�who is personally known to me or who has produced as mer who has produced as identification a w d t c an oat identificati a t �n oath. NOTARY PUB IC: NOTARY UBL Sign: Sign: _ Print: Print: ' tiPP "�aDREW J.LENAHANaANDREW J.LENAHAN Seal: :°, , y Public-State of Florida N ary Public-State of Florida Commission#FF 231096 =•« . Commission#FF 231096 f , 1 QPq� � �mmm..ExpiresJul17,2A 19 a0 -,,� �o"tgp�,• My Comm.Expires Jul 17,2019 0 gh Bonded through National Notary Assn. wx•+trx+�a. w:r+►+�s�+x+�x+r*w*w���a� +��.�r+r***�a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 2 UFFICE OF 7HE PROPER7V APPRANER Summary Report Generated On:6/13/2017 s � Property Information c x � * r Folio: 11-3206-017-1310 Property Address: 9909 NE 4 AVENUE RDff fik' Miami Shores,FL 33138-2439 JOHN W RUARK Owners . SERGIO B PAPA 9909 NE 4 AVE RD �y Mailing Address MIAMI SHORES,FL 33138-2439 ?� USA PA Primary Zone 1200 SGL FAMILY-2501-2800 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds I Baths/Half 5/5/0 Floors 2 � t Living Units 1 Actual Area 5,850 Sq.Ft Living Area 4,368 Sq.Ft Taxable Value Information Adjusted Area 4,734 Sq.Ft 2017 2016 2015 Lot Size 14,859 Sq.Ft County Year Built 1969 Exemption Value $50,000 $50,000 $50,000 Taxable Value $491,163 $480,033 $320,934 Assessment Information School Board Year 2017 2016 2015 Exemption Value $25,000 $25,000 $25,000 Land Value $445,336 $371,306 $356,269 Taxable Value $516,1631 $505,033 $345,934 Building Value $613,053 $621,338 $485,708 City XF Value $37,022 $37,389 $29,686 Exemption Value $50,000 $50,000 $50,000 Market Value $1,095,411 $1,030,033 $871,663 Taxable Value $491,163 $480,033 $320,934 Assessed Value $541,163 $530,033 $370,934 Regional Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $491,163 $480,033 $320,934 Benefit Type 2017 2016 2015 Save Our Homes Assessment Sales Information Cap Reduction $554,248 $500,729 Previous Sale Price OR Book-Page Qualification Description Portability Assessment $500,000 01/23/2015 $1,350,000 29496-4358 Qual by exam of deed Reduction Homestead Exemption $25,000 $25,000 $25,000 07/01/1995 $312,000 16853-0300 Sales which are qualified 09/01/1993 $346,000 16049-2706 Sales which are qualified tion $25,000 $25,000 $25,000 Homestead Exemption 06/01/1985 $315,000 12527-3128 Saies which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 17&18 BLK 96 LOT SIZE 114.300 X 130 OR 16853-0300 0795 1 http://www.miamidade.gov/propert"s arch/ 6/13/2017 Miami Shores Village Building Department .... mn� g p 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 i' E Re: Owner's Name: �n\MA) o)0=2—k— Property Address: q90 9 040., 4 4-k AV � Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: ❑The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Flo ' ui ing Code(1994 SFBC) �L44A?k— Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of Notary Public,Sate of Florida at Large • When the Just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1984 SFBC.Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5/2112009 ............................................................................................................................................ irk • � ,a�ra a�J'_.r�E-eN 41� ��W �:✓...i...r a`� &E� � R:�. I E Q Windstorm Mitigation Inspection In776051n Consisting of: a. Uniform Mitigation Verification Inspection Form OIR-B1-1802 b. One set of supporting digital color photographs c. DMI Opening Deficiency Report(when applicable) d. Roof Mitigation Upgrade Report(when applicable) John Ruark & Sergio Papa 9909 NE 4th Ave Rd Miami Shores, FL 33138 January 12, 2015 • r� • , • 4 fir• �\: gra www.Windstorminspections.com (800) 469-0434 Note to All Designated Recipients: Questions regarding the results of this inspection can be directed to DMI customer service directly at the toll-free number above, or by writing us at research@dmifla.com. Special Note to Policyholders: Questions regarding insurance coverage and premiums should be directed to your insurance carrier or trusted insurance agent. WnBaHon of Uobft: DMI's inspections are observational in nature,are limited to visible and accessible areas of the structure and any available documentation,and do not involve construction activities or destructive testing of any kind. In performing this inspection at the express request of the policyholder,agent or carrier,DMI is verifying the presence or absence of mitigation features and makes no warranty,express or implied,regarding the suitability of the structure's construction for any particular purpose. With respect to the performance of the inspection itself,DMI's liability is expressly limited to inspection fee paid. :........................................................................................................................................... Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Inspection Date: 1/12/2015 Owner Information Owner Name:John Ruark&Sergio Papa Contact Person: John Ruark& Address: 9909 NE 4th Ave Rd Home Phone: City: Miami Shores Zip: 33138 Work Phone: County:Miami-Dade Cell Phone: (410)610-2148 Insurance Company: Policy#: Year of Home: 1969 #of Stories:2 Email:jruarkl0@gmail.com NOTE: Any documentation used in validating the compliance or existence of each construction or mitigation attribute must accompany this form. At least one photograph must accompany this form to validate each attribute marked in questions 3 though 7. The insurer may ask additional 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 in the 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 application with a date after 3/1/2002:Building Permit Application Date(MMmONyM / / ❑ B.For the HVHZ Only:Built in compliance with the SFBC-94:Year Built For homes built in 1994, 1995,and 1996 provide a permit application with a date after 9/1/1994:Building Permit Application Date(MMMD/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 Approval number OR Year of Original Installation/Replacement OR indicate that no information was available to verify compliance for each roof covering identified. No Information Permit Application FBC or MDC Year of Original Installation or Provided for 2.1 Roof Covering Type. Date Product Approval p Replacement Compliance ❑ I.Asphalt/Fiberglass Shingle ❑ ■ 2.Concrete/Clay Tile 04/14/ 1997 ❑ ❑ 3.Metal ❑ ❑4.Built Up ❑ ❑ 5.Membrane / / ❑ ❑ 6.Other / ❑ ❑ A.All roof coverings listed above meet the FBC with a FBC or Miami-Dade Product Approval listing current at time of installation 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)a 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 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 wood shingles.-OR-Any system of screws,nails,adhesives,other deck fastening system or truss/rafter spacing that has an equivalent 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 of 24"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 resistance than 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 maximum of 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 in width).-OR- Inspectors Initials GO Property Address 9909 NE 4th Ave Rd Miami Shores,FL 33138 *This verification form is valid for up to five(5)years provided no material changes have been made to the structure or inaccuracies found on the form. OIR-Bl-1802(Rev.01/12)Adopted by Rule 690-170.0155 Page I of 4 Any system of screws,nails,adhesives,other deck fastening system or truss/rafter spacing that is shown to have an equivalent or greater resistance than 8d common nails spaced a maximum of 6 inches in the field or has a mean uplift resistance of at least 182 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 5 feet 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 top plate of the wall,or ❑ Metal connectors that do not meet the minimal conditions or requirements of B,C,or D Minimal 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''/z"gap from the 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 nail position requirements of C or D,but is secured with a minimum of 3 nails. ■ C. Single Wraps Metal connectors consisting of a single strap that wraps over the top of the truss/ratter and is secured with a minimum 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 bond beam,on either side of the truss/rafter where each strap wraps over the top of the truss/rafter and is secured with a 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 on both 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 access 5. Roof Geometry: What is the roof shape?(Do not consider roots of porches or carports that are attached only to the fascia or wall of the host structure over unenclosed space in the determination of roof perimeter or roof area for roof geometry classification). ■ A. Hip Roof Hip roof with no other roof shapes greater than 10%of the total roof system perimeter. Total length of non-hip features: 0 feet;Total roof system perimeter: 240 feet ❑ B. Flat Roof Roof on a building with 5 or more units where at least 90%of the main roof area has a roof slope of less than 2:12.Roof area with slope less than 2:12 sq ft;Total roof area sq 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 the sheathing or foam adhesive SWR barrier(not foamed-on insulation)applied as a supplemental means to protect the dwelling from water intrusion in the event of roof covering loss. ■ B. No SWR. ❑ C. Unknown or undetermined. Inspectors Initials GO Property Address 9909 NE 4th Ave Rd Miami Shores,FL 33138 *This verification form is valid for up to five(5)years provided no material changes have been made to the structure or i inaccuracies found on the form. OIR-B1-1802(Rev.01/12)Adopted by Rule 690-170.0155 Page 2 of 4 7. Opening Protection: What is the weakest form of wind borne debris protection installed on the structure?First,use the table to determine 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 Chart Glazed Openings Non-Glazed Openings Place an"X"in each row to identify all forms of protection in use for each opening type.Check only one answer below(A thru X),based on the weakest windows Garage Glass Entry Garage form of protection(lowest row)for any of the Glazed openings and Indicate or Entry Doors Skylights Block Doors Doors the weakest form of protection(lowest row)for Non-Glazed openings. Doors N/A Not Applicable-there are no openings of this type on the structure X X X A Verified cyclic pressure&large missile(9-Ib for windows doors/4.5 Ib for skylights) X(36) x(1) X(1) B Verified cyclic pressure&large missile(4-8 Ib for windows doors/2 Ib for skylights) C Verified plywood/OSB meeting Table 1609.1.2 of the FBC 2007 D Verified Non-Glazed Entry or Garage doors indicating compliance with ASTM E 330,ANSI/DASMA 108,or PA/TAS 202 for wind pressure resistance ..`' Opening Protection products that appear to be A or B but are not verified N Other protective coverings that cannot be identified as A,B,or C X No Windborne Debris Protection ■ A.Exterior Openings Cyclic Pressure and 9-lb Large Missile(4.5 lb for skylights only)All Glazed openings are protected at a minimum,with impact resistant coverings or products 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 the following for"Cyclic Pressure and Large Missile Impact"(Level A in the table above). • Miami-Dade County PA 201,202,and 203 • Florida Building Code Testing Application Standard(TAS)201,202,and 203 • American Society for Testing and Materials(ASTM)E 1886 and ASTM E 1996 • Southern Standards Technical Document(SSTD) 12 • For Skylights Only:ASTM E 1886 and ASTM E 1996 • For Garage Doors Only:ANSI/DASMA 115 EA.I 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 as Level B,C,N,or X 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 8-1b Large Missile (2-4.5 lb for skylights only) All Glazed openings are protected,at a minimum,with impact resistant coverings or products 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"(Level B in the table above): • ASTM E 1886 and ASTM E 1996(Large Missile—4.5 Ib.) • 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 as Level 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/OSB meeting 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 as Level 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 above Inspectors Initials GO Property Address 9909 NE 4th Ave Rd Miami Shores,FL 33138 *This verification form is valid for up to five(5)years provided no material changes have been made to the structure or inaccuracies found on the form. OIR-Bl-1802(Rev.01/12)Adopted by Rule 690-170.0155 Page 3 of 4 ❑ N.Exterior Opening Protection(unverified shutter systems with no documentation)All Glazed openings are protected with protective 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.l 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 Din the table above,and no Non-Glazed openings classified as 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 BYA 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 Certificate#: Gabriel Ola a I CGC 1507264 Inspection Com any: Olca Construction Co.for Phone: Don Meyer Inspections (954)972-7311 Oualified 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 of hurricane 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. 0 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 a uniform 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 engineer licensed under Section 471.015,Florida Statues,must inspect the structures personally and not through employees or other persons. 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, Gabriel Olaya am a qualified inspector and I personally performed the inspection or(licensed (print name) contractors and professional engineers only)I had my employee(",Inspector Is Licensed)perform the inspection (print name of inspector) and I agree to be responsible for his/her work. Qualified Inspector Signature: 6`1.&i)z_0//19/61 Date: 1/12/2015 An individual or entity who knowinely or through gross negligence provides a false or fraudulent mitigation verification form is subject to investigation by the Florida Division of Insurance Fraud and may be subject to administrative action by the appropriate licensing agency or to criminal prosecution.(Section 627.711(4)-(7),Florida Statutes)The Qualified Inspector who certifies this form shall be directly liable for the misconduct of emvlovees as if the authorized mitieation inspector personally erformed the insvection. 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 Representative. Signature: Date: 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(7),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 GO Property Address 9909 NE 4th Ave Rd Miami Shores,FL 33138 *This verification form is valid for up to five(5)years provided no material changes have been made to the structure or inaccuracies found on the form. OIR-BI-1802(Rev.01/12)Adopted by Rule 690-170.0155 Page 4 of 4 Elevation Photos 9909 NE 4th Ave Rd 1 3 r, a z i Ny 1p yy V I ✓ i 1 a O Front Elevation Back Elevation 3 cn o AF �. .. .µ,ms ,• N4fF T' n O � tM i ' u s k E_y 'h1 S w : err Left Elevation Right Elevation This inspection was conducted solely to assist the policyholder to obtain windstorm mitigation insurance credits,if applicable,and may not be used for any other purpose. Thank you for using DMI.For comments,questions,or to request an inspection please contact Don Meyler Inspections at(800)469-0434 or at info@windstorminspections.com Supp.Page 1 of 8 Roof/Attic Photos 9909 NE 4th Ave Rd CL Cn r / r Address Number Back Elevation 3 CD 0 C) 0 y 8d Nails or Greater in Size 8d Nails or Greater in Size Spaced 6"Along the Edge This inspection was conducted solely to assist the policyholder to obtain windstorm mitigation insurance credits,if applicable,and may not be used for any other purpose. Thank you for using DMI.For comments,questions,or to request an inspection please contact Don Meyler Inspections at(800)469-0434 or at info@windstorminspections.com Supp.Page 2 of 8 ► Additional Photos , 9909 NE 4th Ave Rd s E E � c ti-. <SSSS GGC G / Q„ r--F 8d Nails or Greater in Size Spaced 6" in the Field 5/8" Deck Thickness Confirmed 3 -,: _0 m o. n O is , Single Wrap Single Wrap This inspection was conducted solely to assist the policyholder to obtain windstorm mitigation insurance credits,if applicable,and may not be used for any other purpose. Thank you for using DMI.For comments,questions,or to request an inspection please contact Don Meyler Inspections at(800)469-0434 or at info@windstorminspections.com Supp.Page 3 of 8 Additional Photos 9909 NE 4th Ave Rd 1 i ta CC< m G CC Q Impact Rated Glazed Door Impact Rated Glazed Door Label 3 r „ 7„,.s ` l n 0 Cn j o 3 >, , r< x p Impact Rated Glass Window Impact Rated Glass Window Etching/Engraving This inspection was conducted solely to assist the policyholder to obtain windstorm mitigation insurance credits,if applicable,and may not be used for any other purpose. Thank you for using DMI.For comments,questions,or to request an inspection please contact Don Meyler Inspections at(800)469-0434 or at info@windstorminspections.com Supp.Page 4 of 8 ^ Additional Photos 9909 NE 4th Ave Rd 71 door sg6flons when Ilus door is 6waq raised or J r'lacin f n fs in ff gaps between 'd .. k ins can result in senoiI5 injury, Igor has not been f%fted voth rsttl ts. �� I V N T REMOVE THIS LABEL, �{ s A 10094W 13241$259 IV- g E 'f x- �� B08e �ty �s r. MASON, 00 IQ Impact Rated Garage Door Impact Rated Garage Door Serial Number 3 CD Y I flR7R 1 731 11 tJiN< C UI�1 N5U? '6 IVY 0 ^ .. 0 w«». ........ i ( I i OWN s � I , n II WS C)9- .___ ; Concrete/Clay Tile Roof Covering Permit For Replacement Of All Doors &Windows With Impact This inspection was conducted solely to assist the policyholder to obtain windstorm mitigation insurance credits,if applicable,and may not be used for any other purpose. Thank you for using DMI.For comments,questions,or to request an inspection please contact Don Meyler Inspections at(800)469-0434 or at info@windstorminspections.com Supp.Page 5 of 8 Additional Photos . 9909 NE 4th Ave Rd t•F.RMi'f'Af'1•Ltt:'A'1'tt)h NX)K M1i l,A alt:CtX<fKKti VtX.Xrl.C:C' ..,.:....4� ii'Y'T.:.,,,,...,,„. 9•• dnX_a:.`.".':a '_F�.i.."'__rov r=mo /! 3.... 4...-s:'i� ..lB/ .___.... .<..,.,, .in-o-•=•w....,.w. u to •.n.<....,o.vwa.,.w. ,. ,.v,. uurtwn. <. rn cc ..w.w r � :.._er8�'.tea.� �t��=• .,.,,.. .�ee,:s..�.f.es�..�e<..z„n_:fgn�.,ecc -.,. _ wnra vv.a..,.:oea uaw +..•.n�c.� coax wx ,snrrv.ioua.a.-axrs.+n.t A*m++n�:.++wn., n'. a ces'....12 /t✓K.>r..e<. -�, 0 Roof Permit 1997 3 0 co 0. o' 0 0 0 3 This inspection was conducted solely to assist the policyholder to obtain windstorm mitigation insurance credits,if applicable,and may not be used for any other purpose. Thank you for using DMI.For comments,questions,or to request an inspection please contact Don Meyler Inspections at(800)469-0434 or at info@windstorminspections.com Supp.Page 6 of 8 Roof Mitigation Upgrade Report The roof covering (i.e. shingles, tiles or metal panels)and the sheathing beneath it form one of your home's critical shields of protection from high winds and rain. When parts of the roof covering and sheathing below it blow away,the inside of your home becomes completely exposed to the elements. This significantly increases the risk to both life and property. One of the purposes of this inspection is to document the presence or absence of certain attic and roof features that have proven to be valuable in high-wind conditions. While the age and condition of your current roof was not part of a windstorm mitigation inspection, certain items have been identified that in the future could increase your level of protection, as well as a potentially decrease your premium. When it becomes necessary to replace your existing roof, an investment in the specific features outlined below should be discussed with a licensed professional. Your insurance agent can provide you with details of potential policy credits that may assist you in making your decision. Secondary Water Resistant("SWR") Barrier. Our report indicates that your roof does not currently have 1)strips or sheets of a self-adhering modified bitumen barrier attached directly to the top of the roof deck sheathing, or 2)a high-strength, closed-cell foam adhesive barrier on all the seams throughout your attic. The presence of either of these types of valid SWR barriers provides increased protection against water intrusion. Before having your roof replaced, be sure to inquire of your roofing professional regarding the cost of these options. Please contact DMI with questions about this report, or to schedule a re-inspection following the installation of one or more of these specific features.You should contact DMI at(800)469-0434, and Press Option 1 to schedule a re-inspection. For customer service,you can: Dial (800)469-0434 and press Option 6, Open a Live Chat with us at www.windstorminspections.com, or Email us at research@dmif1a.com DMI thanks you for the opportunity to evaluate your home and present the ways in which you can help mitigate the unique risks associated with windstorms. It has been our pleasure to serve you. Supp.Page 7 of 8 b 4 R Wall Construction Estimate 9909 Ne 4th Ave Rd Please note that at as a courtesy to your insurance agent or carrier,we have included below our estimate of the Wall Construction percentages of your home, classified between wood frame, masonry/concrete, or other wall construction types. Wood Frame: Masonry/Concrete: 100 % Other • DMI assumes no liability whatsoever for the accuracy of this wall construction estimate. • These percentages are provided as a courtesy and on a best-efforts basis,based on a cursory survey of the property while separately performing a windstorm mitigation inspection. This estimated data was previously provided on the windstorm mitigation inspection itself,and as many industry participants would still like to see it along with the mitigation inspection,DMI has elected to voluntarily provide it. • Note that per the guidelines provided by certain insurance carriers, 1)gable end walls are included in the above wall construction percentages,and 2)the openings associated with doors and windows are not taken into account when calculation the estimated percentages. Supp.Page 8 of 8 Section A/R a r � r M MOW l CF'TN7 J 3 1d17 BY: Section A(General Information) — Master Permit No: Process No: Contractor's Name: Isaacs Roofing • . . .... ...... Job Address: 19909 NE 4th Ave Rd. „•,,, •,�• ,,,,;, Roof Category """ :••••: ❑ Low Slope ❑ Mechanically Fastened Tile ®'lQIortar/Adhesive Set T1e:'•. 06.00• s • •w..• ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ® Wood ShingleslShakes' • . . ❑ Sprayed Polyurethane Foam ❑ Other: a0 :060:0 0*go:*go - - 0000.. 00 a Seg0 Roof Type •00 ❑✓ New Roof ❑ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑✓ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft.2) _ Steep Sloped area(ft.2) 6800 Total(ft.2) 6800 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 parapets. Perimeter Width(a'):® Corner Size(a'x a'):E= o LU ® L J U_ Q � > 2 58F / N ~ Q 82' 0 ® W w I (1 to z 24' LU w a ® LU C ® z ®L L, < � a: < Tile Roof System MIAMap M Miami-Dade County Building & Neighborhood Compliance Department M HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Dae Roof System Manufacturer:I Boral Notice of Acceptance Number(NOA): 16-0711.05 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box. Deck Type: -5/8"Plywood— ••• •• - 0000 Optional Insulation: 0 0 0 0.. 0..' 0 0 n/a ...... 0000: y 0000.. • . 0000 . 0000. • s Optional Nailable SubstrW,••; •• ; 00000•••• 0000. n/a 0000.. . . . . .0000. 0000.. Optional Nailable Substrate attachment: 0••••: Roof Slope:� "/12" n/a � • Roof Mean Height: 20 ft. Basesheet Type: Method of Tile Attachment: 30# --Adhesive, 2 Small Paddy Polyfoam Polypro— FastenerType for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 11 1/4"Ring shank nail &Tin caps n/a Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: -- 9 7_71 3"face 24 a.— Boral Tile Seal Tile Underiayment Attachment Method: Drip Edge Material Type: I--Galvinized Metal— Self adhered Drip Edge Fastener Type: 1 1 1/4" Ring shank nail Tile Profile: Saxony 900 Hook Strip/Cleat gauge or weight: I--n/a- Section E et , MIAMN�E Miami-Dade County Building &Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: 39.1 XX .315 = 12.32 -Mg: 7.62 =Mr1: 4.70 5 31.3 NOA Mf P 2: 68.1 X X .315 = 21.45 -Mg: 7.62 =Mr2: 13.83 5 31.3 NOA Mf P 3: 100.7 X X .315 = 31.72 -Mg: 7.62 =Mr3: 24.10 5 31.3 NOA Mf 0000 . • 0000 000000 Method 3"Uplift Based Tile Calculations Per RAS 127" •..• 0000 0 0 000000 00 0 000000 Uplift based file systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greaterthartor equal to'the Fr vaftfpj; each rea of the roof,then the file attachment method is acceptable. 000000 • • • • .•.. . 0000• 000.0. • • 0000. P1: x =�"w:�= -W:�=® xCos B:�=Fr1: •_' • � NOAF' ....�' : P2: x1: =�xw: = -W:®=� xCos 0:�=Fr2: 5 •• N;AF' �••• 0 . . •000.0 P3: x I: x w: W: X cos A: Fra: 5 NOA F' re to Obtain Information to complete the calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 S 127,or by an engineer analysis prepared,signed and sealed by a professional engineer b1s@d on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier X Product Approval(NOA) Restoring Moment due to Gravity Mg oduct Approval(NOA) Attachment Resistance Mf Produ pproval(NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) I=length Tile Dimensions w=width Product Approval(NOA) LW AMf "Delivering Excellence Every Day" MIANII-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 121 U- 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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.Renailing wood decks: When replacing roofing,the existing wood roof aq�k� aY h Y&6to•be ...•• �. renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurrioale-Zone;)of tie Floritb;• Building Code. (The roof deck is usually concealed prior to removing the existing robnsyslem). •••• P243.Common roofs: Common roofs are those which have no visible delineatio'ii between neighboring:..- 8888.. 860690 . . ... units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofis4c6ntraetor add/or .6..•• owner should notify the occupants of adjacent units of roofing work to be performed.:••:•: Z0 . . . . 8888.. .000.0 .Exposed ceilings: Exposed,open beam ceilings are where the underside Qf the roof decking canbe..: viewed from below. The owner may wish to maintain the architectural appearance; therefore,roofirngpail • penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. FM-3:Ponding 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 roofmg system is removed. Ponding conditions should be corrected. IF-Z M- -Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. gm-T.-Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number. Q Property Address: I i.. �I P « MIAMI-DAM., �I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).•*a*. ...... This NOA shall not be valid after the expiration date stated below.The Miami-Dade County@Product CgM419$ection •. (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve tfld tight to ha%th?s ""' product or material tested for quality assurance purposes.If this product or material fails to p69IT60 m in the accepted :•••- manner,the manufacturer will incur the expense of such testing and the AHJ may immediate)Y jjvoke,rgoflt;�or :0&00 suspend the use of such product or material within their jurisdiction. RER reserves the ri&4p.rgvoke this acceptances,:..' if it is determined by Miami-Dade County Product Control Section that this product or materia birils to A et Ae •••••• requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida BUildinj 0 """ including the High Velocity Hurricane Zone of the Florida Building Code. .'. :9060: so 0 • •• DESCRIPTION: Saxony 900 Concrete Roof Tile 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. TERMINATION 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.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 Mwri�•DAQB eouwrr Expiration Date: 04/26/22 0�lAPPROVED1 � ! �� Approval Date: 09/29/16 Page 1 of 8 r � ROOFING ASSEMBLY APPROVAL CateQory Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION . •0.0•• .. . .... .... Manufactured by Test Product% •••• • Applicant Dimensions Specifications Deseelpfft " ' """ Saxony 900-Slate Length= 17" TAS 112 Flat profile,interlocking,highpressur0 extruded Width= 13" concrete roof tile with twE mil 11oles. Vor Ictiiect dada.. thickness= 1-5/32" batten,mortar set or adhesive•sed applic ati9q. ••••• Saxon 900 Length= 17" TAS 112 Flat profile,interlocking, ' -k ensure e• so •. Y l;t P g ��1 pd � • Split Shake Width= 13" concrete roof tile with two nail Soles. For direct desk,.:. thickness= 1-9/32" batten,mortar set or adhesive set applicraflons. Top • . ...•.. surface produced with 4 different confwgtipns: • • 1. Complete tile brushed •. 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness NOA No.: 16-0711.05 rw►r�Nnsoe eounmr Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) ... The Center for Applied 25-7214-1 Static Uplift Testing TAS 192 lbw*;,'1995•••••• Engineering,Inc. (I Quik-Drive Screw,Direct D'mkg *002 The Center for Applied 25-7214-5 Static Uplift Testing TAS 162•;•• M*ch'1995 0.0 0•' Engineering,Inc. (I Quik-Drive Screw,BattellsJ• ' :....: The Center for Applied Project No.307025 Wind Driven Rain •' 0OX1994 ' 0000 . �et 0000. Engineering,Inc. Test#MDC-77 TAS 100 •• ••• . ..:... Redland Technologies 7161-03 Wind Tunnel Testing " " becf991 " '•.'0' Appendix II&III TAS 108( ail-On) . . • . 0000.. Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing . j4Qg.'i994 . TAS 108(Nail-On) ... . Redland Technologies P0631-01 Wind Tunnel Testing July1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-78044&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 haaMannoe eaunmr Expiration Date: 04/26/22 JAPPROVEDI Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be inp%lleci in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. .•. *see ••••;• 4.2 Data For Attachment Calculations . .00: . ... .. .. . ...... • .....: Table 1: Average Weight(W) and Dimensions (I x w) .... Tile Profile Welght-W(lbf) Length-1 (ft) Width-w(ft) .. ... . . ... . Saxony 900 10.9 1.417 •• •• 406• ...... Slate, Shake&Split Shake V: • ...... Table 2: Aerodynamic Multipliers -2 (W) '..' ... ;•• •; Tile X(ft3) 1(ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake&Split Shake Table 3: Restoring Moments due to Gravity-M® (ft-ibf) Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 J�O coin Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 A8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 clip) Table 5: Attachment Resistance Expressed as a Moment Mf if�iblp •• for Two Paddy Adhesive Set Systems •••••• .. • 000000 Tile Tile Application NjlNgnumgttacrment••• •: . . Profile '....ResistdAW .•• Saxony 900 Slate, Shake S Split Shake Adhesive' 31.3 `: : "• •� .. .. .. .. ... .. 1 See foam adhesive manufacturer's component approval for installation requirements. • 2 The Dow Chemical Company TileBonC one-component foam minimum weight per paddy 13.9 giams.0 ••••. " ' 3. ICP Adhesives Polyset@ AH-160 two-component foam, minimum weight per paddy 8 grams. •• ... .. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake &Split Shake ICP Adhesives Polyset@ AH-160 118.94 Two-component foam 40.45 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake &Split Shake Mortar Sete 43.98 5 Tile-Tde Roof Tile Mortar NOA No.: 16-0711.05 JAPPRMIa��E coufrrr OVEDp.Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 0000 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable buik ing•code in•o pder to properly evaluate the installation of this system. •••••• •• •••••• PROFILE DRAWINGS '•"" .... . ..... ...... . . ..... .. .. .. .. ...... . . . . ...... NAIL HOLES • .. . ••• 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK I SAXONY 900-SLATE NOA No.: 16-0711.05 gal Expiration Date: 04/26/22 JAPPROVEDApproval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 17 ...... .. . ...... .... . ...00 Note: Available Top Surface Finishes ...... . . ..... . . 5. Complete tale brushed .. .. .. .. ...... S. Right half brushed (shown In drawing) •• .• 7. Left half brushed •••••• 8. No brush . . .....0 SAXONY 900-SPLrr SHAKE NOA No.: 16-0711.05 h0�►MIDADE cOUN7Y Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 PROFILE DRAWINGS AA NAIL HOLES NON lzl� 1-9/32"(Shake) r�, 0000 0000•• 17 0 00 0 ••0000 ..0 • • • •See•• • • ne 0..... •..••s • • 13 0-00 a sees. • 0000. .. .. .. .. 0090e. 0000.. • e . 0 • . .000... 0009.. 0 . . Sees•. SAXONY 900-SHAIM END OF THIS ACCEPTANCE NOA No.: 16-0711.05 MIAMFOADECOUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 ' MIAMI-DADE COUNTY MIAMtOAE' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44`h Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (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 sus end the use of such product or material within theirjurisdiction. RER reserves the right to revoke tlys accepI Lgea, if it600099i determined by Miami-Dade County Product Control Section that this product or material falls tb Meet the.;Wirements .• of the applicable building code. ••• •• •..• ....:. This product is approved as described herein, and has been designed to comply with .e*fforida Building Com.. including the High Velocity Hurricane Zone of the Florida Building Code. ••••• ...... . . ..... .. .. .. .. ...... DESCRIPTION: ICP Adhesives Polysee AH-160 :00:0: 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statp'&td'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. TERMINATION 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MwrtNnd4oecourlTr Expiration Date: 05/10/22 APPROVED Approval Date:04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset'AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive PolyseeAH-160 •••• . Goes 660696 ICP Adhesives Foam N/A Dispensing Equipmeh • •••. .• Dispenser RTF1000 ....e G .. . ...... ICP Adhesives ProPack® N/A Dispensing Equipment6•e• '• :....: 30& 100 •••• ..... .. .. .. .. ...... PRODUCTS MANUFACTURED BY OTHERS: ;••;•; • Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current jOA;hich 1� hmejt e• resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. 00.0 .e. a MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 � �eouNTY Expiration Date: 05/10/22 JAPPRApproval Date:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 92OW12 TAS 123 ••• 0.00 0.00;• .. 0000 Celotex Corp.Testing Services 528454-2-1 TAS 101 •• 161'L3/98 :0000: 000.0. 0 528454-9-10000 0 0 •0.00• 528454-10-1 •0.0.0 0000 . 0000. 520109-1 TAS 101 ...... 12/28/98 520109-2 .. .. .. .. 0000.6 520109-3 0000.. 0 69 520109-60 0 0.00•• 0000.. 520109-7 • . 0000.. 520191-1 TAS 101 0310�/D9 ' 520109-2-1 •• LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat, low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMI DAoe CouNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset"AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof rile assembly's adhesive attachment with the use of ICP Adhesives Polyset'AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0(B). 6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack'30& 100 dispensing equipment only. sees 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. goo 000000 se•eee 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP•AWsives •• sees.. ss a sees.. Polyset'AH-160 has been dispensed. sees** • .. 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in acgofftwe witbetbp: sees • • 'Placement Details'herein. Each generic tile profile requires the specific placement notAf herein. ' 00• sees.. .. .. *0.00 seeses sees.. sees.. . . .sees. ee • eee e NOA No.: 17-0322.03 MU►Me COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles 41 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan ••.0 . . .... ...... LABELING: • ...... .. . ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable ibW ti'hg of the • :0000: manufacturer's name or logo and following statement: "Miami-Dade County Product Control*AAAroved'%x.W.Miamt- • Dade County Product Control Seal as shown below. •• • MIAMIWECCUNIT •• •• •• •• 0666•• • • • • • 66600• ••000• BUILDING PERMIT REQUIREMENTS: • • • .••••• 860 ••• As required by the Building Official or applicable building code in order to properly evaluate the installation©ithis system. NOA No.: 17-0322.03 huAM4�4 ROVEDI col1NTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 a� oaah PI-Anc a -wady 0U m Yma Flat/Low Profile Tile aa�ragWr• t, '' e�ml.rs.�,m•m .-'= l `'_' s: 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam '= {...:• ;� ... paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock a0 i.- of the tile being set. 7�htia-•-:_ bateeris opt�l - •�. eawc•ar.. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. Medium Profile/ Double Pan Tile Hall tlhrowh pfastk cement Iwhenrequhe4) 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 am)foam paddy onto the underlaymentpositiouo&As shown•.• • under the pan portion ofathe tiie clo est to Ihe • •�Yfr 'J`�•J • •• • •••••• -:._ •' ' �--"'"'••- ��` `+s,,�•> •'"-`- __ overlock of the file beifig�$t ttans 2. Continue in same manlier.tn9ure ap�xtaxately 17 • Raanal i :tiy •••• ••••• (109.7 cm2)—23 (148.4 F2�Square�r►ch�dhesiY� ••• lq contact with the undersjdepithe tile... ...... '=��'i -_ •__ t®hi-`_ + �,}. !WM•A-�$LA�¢ rte;';:~f • --.�#.;_. -.._ ;°i y.�•:;. '• J Faro t�osuro •••••• two Ca�trso-- n a• —Fascia • • • •••••• ra•or •,• High Profile/Single Pan Tile Cat" +rt*aFcal PsddglH•nralhTA•t 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the ' overlock of the tile being set. amen -:;,";lj';, 2. Continue in same manner.Insure approximately 17 ter ► °'`< + s=�.,__-!'v`` (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. r4•`' ' � 4 1ti, loieCOU166-?_ •'-`• r, t- `�" :�%' 0.Pain XL - ►�;,r weephote NOA No.: 17-0322.03 MIA _]APPROVED APPRO cQuta7�ri Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 er ao ,ebrc.u� .m.�u POWFISM.•rerd") Flat/Low Profile Tile �wNm mqahmd), nnd•az► ; .- ' 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the �•.y `"`= :::_: = - strengthening rib of the tile closest to the overlock of '• r�.ya•r�2 in the the being set.Insure approximately 17 109.7 cm2 23(148.4 cm2)square inch adhesive contact with the underside of the tile. Ea"cc ' `• -' 2. At the second course,apply a minimum 2 (50.8mm) - F, • x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlook of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pap'T • Ug • Nnfl thmagh plastic o m m . .• . •••••• �rhen regsire�l •••i•• • • • 1. Starting at the eave course a minimum 2" 5Q.8• �, � •-.., _--p�gd6rneayhflle9 g �«'�Y ( • mm)x 10"(254 mm)x 1''(r &4 mm)44&m paddy .....• onto the underlayment positipft$as s%mg ujider t1w••• an portion of the tile cloMt td the oveA8ck bf the'••••• the being set.Insure apprdZWttly 17(109.7 cm2)— •. �• L __ <. . 3'�. ;�r _ 23 (148.4 cm2)square inct adhesive ciata4with the..... underside of the idle. •••••• Wttern•mortal I -•---';''.,. `.�::.4 f • • ^k< -_. '' �• r'� '` ''a 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan Era•Cwm. �. t � : portion of the tile closest to the overlock of the tile -`'- �• �-s .___F,nca. ' being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 i�wr�anwoe couNr�r Expiration Date: 05/10/22 JAPPROVEDI Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) Nag dmauoons6xccpeft-" P� a3® ,n�.� High Profile/Single Pan Tile SrAoin rcq,WlRedJ 1. Starting at the eave course,apply a minimum 2" 50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the •re ,�' ." _ `"� the being set.Insure approximately 17(109.7 cm )— �''''� a t�. �`' 23 (148.4 cmZ)square inch adhesive contact with the underside of the tile. +fir .Y e, � _l�fy0 ��✓'i a 2. At the second course,apply a minimum 2 (50.8mm) V Ear ==tr= ,' ' ,yj,� '�a x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �.rte, -• �' fir` x zs.. ,.e. underlayment positioned as shown under the pan tUM ".w 2�, {:r .. E.<e portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. 0••0 . . 9999 9999.. .. . 9999 9 9 9999.. 99 9 9999.. 9999.. 9999.. 9999 0 .9909. 9999 . 9999. 999999 . . 9999. 9999 9999 9999.. 9999.. 9999.. . . 9999.. NOA No.: 17-0322.03 MIAM4DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 �tl��1piusisc PaddltYes) I 1. On the eave course only,apply a minimum 2" (50.8 Baum ° mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy ° tnaae< � onto the underlayment positioned as shown,under � gn*paft the strengthening rib for flat tile or under the pan mcopeftft portion of the tile for low or high profile tile closest 4:4in to the overlock of the tile being set.Leave ~�- approximately 4"(10 1.6 mm)up from the eave siytepaft -•, edge free of foam to prevent the expanded adhesive On 2 gkL ``-' from blocking the weep holes. Insure • approximately 17-23 int(109.7-148.4 cm2)of 10 adhesive contact with the underside of the tile 2kL 2. Apply a4"(101.6 mm)x4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FlOW"PrOMTUQ the second course line positioned foam paddy under the strengthening rib for flat tile,or under the r"duoupowak M v3►WdWtMe pan portion of the tile,closest to the underlock for � OM) the second course the to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive s (undfftft) contact with the underside of the tile. _ (Instructions continued on next page) • 10i4�'�".'' 3iA. • • 0000 0000•• •• • 0000 • Eon OWN 0000•• •• • 0000•• • FMeCoUM Fasda 0000•• • i••••i 0000 • • • • • • 0000•• RAW P�Y��NR Wf *9:00: • • ••• • •• •• 0000 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • • • • • • 0000•• 00 NOA No.: 17-0322.03 hua�anN►oe courrtir Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Na OrougbphstiC epaftuadertUe iff4sen rem 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/4" p' yi ' � (19 mm)paddy on top of the eave course tile eaftars PaMylrmde►tpe) surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. sinWe Install second course of tile.Insure approximately _°hL 9(58.1 cm2)- 11 (71cm2)square inch adhesive contact with the underside of the tile at the overlap 2R4 and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. fare Course ``i iasda Weephole foie .2 in. Faarednsoze Dopedge I fth PmfHaTus . . .... •.•... .•...• .• • ..•.•• ...• • ....• ••...• . . ...•. .• •. .. .. ...•.• • . . . •••••• NOA No.: 17-0322.03 MU1M1•DADE CCriINTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" )n contest t)wets enough adhesive to achieve as to 70 sq hw steep ppitchrecd ons (50.8 mm x 10" 254 mm x 1" 25.4 mm foam with she pan tile. when requi►ed) ) ( ) ( ) 2)Tum corers upside down.Place adhesive In paddy onto the underlayment positioned as tot hLfrwnoutdaeedge ofcmertile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 w.In.contact area. ,�° tiles from rocking until adhesive has a chance to Underlayment ; ; cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure =% = approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside of the pan tile. sheathing Eareclosure - (nratar:tidwn) 3. Turn covers upside down exposing the underside weephade ra•daBoerd of the tile.Apply a minimum l"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the save course cww tile.abut to secwd course of edge of each side of the cover tile.Leave pan tiles'Ensure eave end of pan and cover tuft aro flush at ewe line. approximately 3/4"(l 9 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm2)-25(161.3 cm2)square inch contact area on each side of the codbtlftQ to the . .. sees.. pan tile.Continue in same.manner.a:m away so any cured exposed foAq g4jesivet rpinttng of....; longitudinal edges ofAv;,pyer tiles are . considered optional. .e s e e sees.. sees.. sees . see.. 5. When additional nailh%tripquire.&,2;'(,50.8 **see mm)x4"(101.6 mmlballbrs orthe fie%re s..•;6 system using galvanized,:Mnless stell,or .. copper wire and compatible nails y6e used.**** . . :sees: END OF THIS ACCEPTANCE NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 MOM Approval Date:04/27/17 Page 11 of 11 M1AN1 rM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state anilowing statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereits. .••• 9•••9• . . .. 9999 RENEWAL of this NOA shall be considered after a renewal application has been filed and•thofelias beets no changV 6.9• in the applicable building code negatively affecting the performance of this product. ""•' 9999.. 9999 990690 TERMINATION of this NOA will occur after the expiration date or if there has been a reyjsj9U or change in�the 0• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endoda nitnt of any product,9 0 0 0 9 for sales,advertising or any other purposes shall automatically terminate this NOA.Failurestoomm ly with any section • of this NOA shall be cause for termination and removal of NOA. 0 0 0.9• 9999.. 6 . 0 9999.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Counq, F1'orida,'and0followed 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 revises NOA#12-0417.06 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-1219.01 hw4M1�,4oEcouNTY ,.� Expiration Date: 07/31/17 APPROVED Approval Date: 01/10/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 .• VW08/07 . Technologies,LLC. •• 6646:9 NEI-053-02-01 ASTM D 4798&ASTM 5• •• USO 1/08 ... •• 0155... .. . .• NEI-076-02-01 TAS 103/ASTM D4799•:•• -02/14/1);. ••; Goof . • f . .•o..• ...o.o f • •.•f• 00• • 0000.: • • • •.Go•o . • 0 000.0 • f • 0000•• 000 00 NOA No.: 12-1219.01 MIAMI DADS cOIINTY Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 '"` APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. •4•• 0 • . . .... ...... 446••8 6• ....•. 000099 •••• • • 6666•• • • ••6•• •• •• 06 •• 6400•• • ••••6• • • • 4 • • • • • • ••0000 6666•• • • • • • so NOA No.: 12-1219.01 MwMEa4oeCouNTY Expiration Date: 07/31/17 APPROVEDI Approval Date: 01/10/13 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 9064 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving spe&W aifention•tot... overlap areas. • • • • • 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembtf Wrent Proud Contiof"• Notice of Acceptance and applicable Building Code. •••• ;•••• ...... ; 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece Walf Me presseb.•• in place and formed around the protrusion to ensure a tight fit. A second layer of BOROCI9 4.4leSeajw%dglaymen;•• shall be applied over the underlayment,and sealed using an SBS modified mastic. •• •• •• •• 15. All products listed herein shall have a quality assurance audit in accordance with the:.RV(i Building•Code W„• Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufatturtes natm pr logo and•• the following statement: "Miami-Dade County Product Control Approved” or the Miami-Dade County'Product Control Seal as shown below MIAMEDADE COUNTY JAPPROVED1 END OF THIS ACCEPTANCE NOA No.: 12-1219.01 MWMI OADE COUNTY Expiration Date: 07/31/17 JAPPROVE Approval Date: 01/10/13 Page 4 of 4