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RF-16-745 Permit NO. RF-3-16-745 Miami Shores Village Permit Type:Roof le 10050 N.E.2nd Avenue NE Work Classification:Tile/Flat Miami Shores,FL 33138-0000 Per I Permit Status:APPROVED �W" Phone: (305)795 2204 �LORiDP Issue Date:4151201`6 Expiration: 03/14/2017 Project Address Parcel Number Applicant 9650 NE 5 Avenue Road 1132060170160 Miami Shores, FL Block: Lot: THOMAS&LISA MCCARTHY Owner Information Address Phone Cell THOMAS&LISA MCCARTHY 9650 NE 5 Avenue Road (786)295-5298 MIAMI SHORES FL 33138- 9650 NE 5 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 57,000.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 Total Sq Feet: 5500 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF ENTIRE SLOPE AND FLAT ENTEG Inspection Type: Classification:Residential Tin Cap Scanning:4 Tin Cap Tin Cap Tin Cap Tin Cap Tin Cap Tin Cap Up Lift Report Final Roof Tile In Progress Roof in Progress Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Renailing Affidavit Bond Type-Contractors Bond $500.00 Cap Sheet CCF Invoice# RF-12-16-62339 Cap Sheet $$5.20 12/13/2016 Check#:8449 $75.00 $0.00 DBPR Fee $5.63 Review Roof DCA Fee $5.63 Bond#:3044 Review Roof Education Surcharge $11.40 Invoice# RF-3-16-59098 Review Roof Permit Extension $75.00 04/05/2016 Check#:8093 $939.46 $50.00 Cap Sheet Permit Fee-New Roof $375.00 03/22/2016 Check#:8063 $50.00 $0.00 Scanning Fee $12.00 Technology Fee $45.60 1 Bond#:3044 Total: $1,064.46 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 AFFIDAV : certi that all t fo going information is accurate and that all work will be done in compliance with all applicable laws regulating construction a g. Fut rmore,I a t o e the above-named contractor to do the work stated. ��� December 13, 2016 A orized Signature: / Applicant / Contractor / Agent ate Buil ing Department Copy December 13,2016 1 Miami Shores Village Building Department 10050 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 R 2 2016 Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 BY: &" - INSPECTION C 20(� _ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP g }` CONTRACTOR DRAWINGS JOB ADDRESS: ` O /V G 1 Ad City: Miami Shores f t- County: Miami Dade Zip: Folio/Parcel#: 11 3-10(,,, /7 0 l ( ! �o is the Building Historically Designated:Yes NO V1 Occupancy Type: Load: TA Type: /�' Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Tn b A4/4-.S r A i 5 4 M "C12 r �/ Phone#: Address: ye City: 94 1 A"(* D tel State: /�� Zip: 3 3 1 3 Tenant/Lessee Name: Phone#: Email: // CONTRACTOR:Company Name: Ob h Cw oU r /00-1 N Phone#: � 7S-7 ��(a? 12— Address: /� -! �5 oZ-oZ /V k �^-P N& 1 / City: i A4 i* h b rGs State: � 1 Zip: // Qualifier Name: J/�-m e S 0 U C Y�l Oce D S H �tOy f Phone#: 37� ( l2— State Certification or Registration#: C C 'r" d b Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ r-> Square/Linear Footage of Work: .1-57 00 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: G r b&-I— ek,4-1 2 C' G XW 4 (- Q Specify color of color thru tile: A Submittal Fee$ �.^J��) W Permit Fee$ 3_:tS `Q CCF$3 "t CO/CC$ Scanning Fee$ v� ' Radon Fee$ J ' Cz>3 DBPR$ 5 ' (� Notary$ Technology Fee$ (30 Training/Education Fee$ �Q Double Fee$ Structural Reviews$ Bond$ �w TOTAL FEE NOW DUE$ ` '3 1, � (Revised02/24/2014) / q 3q . �� a' 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: 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. Signature Signature liLt,cu- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0 -day of 20 by I day ofAep ,J- ("v `' 20� ,by eo��� who is personally known to t9W7 e 3 1 J (�yLwho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: G J-�ei�r �-r• �C; •�SchJ �i��rl`I r-e- +V �-�f Print: Print: L%, ��uuu,,Print- CATHERINE-VU Seal: �= Notary Public-State of Florida Seal: °1P P°e'''. .o ��; Notary Public-State of Florida • My Comm.Expires Apr 15,2017 r; MyCommExpires Apr 15,2017Commission#FF 8417 ,` °r; Commission#FF 8417 Bonded Throu National Notary Assn. ;oF«°P� Bonded Through National Notary Assn. G APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Permit NO. RF-3-16-745 `gNORES y�! Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE Per � ' Work Classification:Tile/Flat m t Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Status:APPROVED F�oi ioA issue Date:4/5(2016 Expiration: 10/02/2016 Project Address Parcel Number Applicant 9650 NE 5 Avenue Road 1132060170160 Miami Shores, FL Block: Lot: THOMAS&LISA MCCARTHY Owner Information Address Phone Cell THOMAS&LISA MCCARTHY 9650 NE 5 Avenue Road (786)295-5298 MIAMI SHORES FL 33138- 9650 NE 5 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 57,000.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 Total Scl Feet: 5500 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF ENTIRE SLOPE AND FLAT ENTEG Inspection Type: Classification:Residential Scanning:4 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-16-59098 CCF $34.20 DBPR Fee $5.63 04/05/2016 Check#:8093 $939.46 $50.00 DCA Fee $5.63 03/22/2016 Check#:8063 $50.00 $0.00 Education Surcharge $11.40 Bond#:3044 Permit Fee-New Roof $375.00 Scanning Fee $12.00 Technology Fee $45.60 Total: $989.46 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBIYMECHAICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAeTcerti thoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an uth rmohe above-named contractor to do the work stated. April 05, 2016 Auho ed Signature:Owner / Applicant / Contractor / Agent Date Buildilig Department Copy April 05, 2016 1 w Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F C 20 BUILDING Master Permit No. —7,65- PERMIT i ,65-PERMIT APPLICATION Sub Peit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL r-IPLUMBING [] MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP qk) � r�� C NTRACTDRAWINGS JOB ADDRESS: 1" Ci j. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: Flood Zone:/ BFE: FFE: OWNER:Na a(Fee Simple Titleholder) e J � Phone#: Address: /`6� /LlC 15- _ k r City: A S /'l State: �1 Zip: j Tenant/Lessee Name: Phone#: Email: J�a d CONTRACTOR:Company Name:v CPQ t1 (� )!�l � V Wone#: 3 Address: City: State: i---I Zip: 3 Qualifier Name: ,4 /11 e.> //z> `Yn./ ( u2 Phone#: State Certification or Registration#:(1.l o // 3 0 Je Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Ar Specify color of color thru tile: Submittal Fee$ Permit Fee$ CF$ CO/CC$ Scanning Fee$ Radon Fe DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural ReI Bond$ TOTAL FEE NOW DUE$ Revised02/24/2014) 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: 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 aft r the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee wi,be charged. Signature / Signature — OWNER or A ENT CONTRACTOR The foregoing instrument was acknowledged bore me this The foregoing instru t was acknowledged before me this 1 day of pQ e C. 20 p by t '4"? da of /e 20 f by r �l Ca,rL�y who is personally known to e1 f !J z°{11 V,�n►ho is personally knowy�to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: �/ Print: C-A %_a Print: � �/ly e r>!w (/ •f'-(`/l� Seal: Se CATHERINE A.DUFFIN ♦SPRY PV6'� �p; Notary Public-State of Florida ••"y P I CATHERINE A.DUFFIN : :•p My Comm.Expires Apr 15.2017 °� �e` N t r Public-State of Florida ="9, pis Commission#FF 8417 ss*ss***** !* s** sy*** *s*sssss *******s***s *�f�r �plyR+t**�atfiR1#t?b�ftplelitlnbMrNolAs1w *************** 5•, . Myomm. xpires Apr IN p= Commission#FF 8417 APPRO - ���'� Bonded Through National Nota Assn. tans Examiner Zoning w Clerk (Revised02/24/2014) C f NSH Miami Shores Village Bull Building Department gyR .,d 10050 N.E.2nd Avenue ��pR�pp 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: 3 / k i 10050 NE 2nd Ave Miami Shores, FI 33138 / Re: Owner's Name: `1 D AtA—S t h l a e C&&- Property Address:_l6,65t> P4� S A Roofing Permit Number: Dear Building O�f►fpicial: • A'l certify that I am not required to retrofit the roof to wall connections of my building because: tl"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. o 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 Florida Building Code(1994 SFBC) 4 i1set 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 At day of 6 L CATHERINE A.DUFFIN Notary Public, Sate of Florida at Large f Notary Public-State of Florida •_My Comm.Expires Apr 15,2017 Commission#FF 8417 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,00 0;' „1[t11�dirg�W" *Q6fWAW0 94 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connect Revised on 5121/2009 3/21/2016 Property Search Application-Miami-Dade County 0 FFICE u JM i THE "FRUPERTY APPRI AISER Summary Report Generated On:3/21/2016 Property Information Folio: 11-3206-017-0160 Property Address: 9650 NE 5 AVENUE RD Miami Shores,FL 33138-2443 Owner THOMAS P MCCARTHY LISA H MCCARTHY Mailing Address 9650 NE 5 AVE RD MIAMI SHORES,FL 33138 USA Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 5/3/1 Floors 2 op Living Units 1 Actual Area Sq.Ft p Living Area Sq.Ft Adjusted Area 3,740 Sq.Ft Taxable Value Information Lot Size 13,000 Sq.Ft 2015 2014 2013 Year Built 1949 County Assessment Information Exemption Value $0 $0 $50,000 Year 2015 2014 2013Taxable Value $625,389 $581,698 $458,649 School Board Land Value $311,696 $273,240 $241,868 Exemption Value $0 $0 $25,000 Building Value $292,841 $287,382 $260,808 XF Value $20,852 21,076 $21,301 Taxable Value $625,389 $581,698 $483,649 $ City Market Value 1 $625,389 $581,698 $523,977 Exemption Value $0 $0 $50,000 Assessed Value $625,389 $581,698 $508.649 Taxable Value $625,389 $581,698 $458,649 Benefits Information Regional Exemption Value $0 $0 $50,000 Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $15,328 Taxable Value 1 $625,389 $581,698 $458,649 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 OR Note:Not all benefits area applicable to all Taxable Values i.e.County,School Previous PP ( tY� �� Price Book- Qualification Description Board,City,Regional). Page 02/27/2013 $820,000 28512 Qual b exam of deed Short Legal Description 0118 y AMD PL OF MIAMI SHORES SEC 4 06/15/2009 $605,000 273 69Qual by exam of deed PB 15-14 LOTS 24 8 25 BLK 86 08/01/2006 $0 24826- Sales which are disqualified as a result of LOT SIZE IRREGULAR 0408 examination of the deed OR 19282-1902 09 2000 1 09/01/2000 $341,000 192 28Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: 3/21/2016 Property Search Application-Miami-Dade County OFFICE APPRAISER w.t,. Summary Report Generated On:3/21/2016 Property Information Folio: 11-3206-017-0160 Property Address: 9650 NE 5 AVENUE RD Miami Shores,FL 33138-2443 Owner THOMAS P MCCARTHY LISA H MCCARTHY Mailing Address 9650 NE 5 AVE RD MIAMI SHORES,FL 33138 USA Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT c- Beds/Baths I Half 5/3/1 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,740 Sq.Ft Taxable Value Information Lot Size 13,000 Sq.Ft 2015 2014 2013 Year Built 1949 County Assessment Information Exemption Value $0 $0 $50,000 Year 2015 2014 2013Taxable Value $625,389 $581,698 $458,649 - School Board Land Value $311,696 $273,240 $241,868 Exemption Value $0 $0 $25,000 Building Value $292,841 $287,382 $260,808 XF Value $20,852 $21,076 $21,301 Taxable Value $625,389 $581,698 $483,649 City Market Value $625,389 $581,698 $523,977 Exemption Value $0 $0 $50,000 Assessed Value 1 $625,3891 $581,698 $508,649 Taxable Value 1 $625,389 $581,698 $458,649 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $0 $0 $50,000 Save Our Homes Cap Assessment Reduction $15,328 Taxable Value 1 $625,389 $581,698 $458,649 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 OR Note:Not all benefits areapplicable to all Taxable Values i.e.County,School Previous � � Sale Price Book- Qualification Description Board,City,Regional). Page 02/27/2013 $820,000 28512 Qual b exam of deed Short Legal Description 0118 y AMD PL OF MIAMI SHORES SEC 4 06/15/2009 $605,000 26703 Qual by exam of deed PB 15-14 LOTS 24&25 BLK 86 08/01/2006 $0 24826- Sales which are disqualified as a result of LOT SIZE IRREGULAR 0408 examination of the deed OR 19282-1902 09 2000 1 09/01/2000 $341,000 19282 Sales which are qualified 1902 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OREHOUR ROOFING, SHEET METAL & SUPPLY CO. OFFICES: WAREHOUSE: i59 N.E.97'"STREET 7357 N.W. MIAMI COURT MIAMI SHORES,FLORIDA 33138 MIAMI, FLORIDA 33150 (305)757-2612•(305)757-7861 FAX 1305)758-8484 December 1 , 2016 Miami Shores Building Offical 10050 NE 2nd Ave Miami shores , FL 33138 RE: MCCARTHY RESIDENCE 9650 N.E 5 Ave Road Miami Shores , FL PERMIT NO. RF-3-16-745 To whom it may concern : We are submitting an application for an extension for our roofing permit. We have not been able to complete our final portion of work as we had been delayed by window/door contractor who was waiting for their products that were ordered and were delayed. The owner is aware of the delays and agrees with us submitting an extension to avoid the permit to expire. Thank you for this consideration. Sinere , James . D. benour OBENOUR ROOFING, SHEET TAL & SUPPLY CO. JDO:cd 0 xc: Mr. & Mrs . Mccarthy GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES t-DEc DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 MIAMI,June 30,2016 PERMIT No. CLIENT:Jim Obenour: OBENOUR ROOFING:9822 NE 2"1 Avenue, Suite 9,Miami Shores,FL 33138 PROPERTY ADDRESS:Roof @: 9650 NE 5TH AVENUE ROAD MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT: Flat Roof Tile Pol Y P Y foam Set. Inspected B : JM I\�1 Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1 -63 Field See Sketch Below >Than 35 LBS Passed 64-73 Corner See Sketch Below >Than 35 LBS Passed 74- 121 Perimeter See Sketch Below >Than 35 LBS Passed 122- 153 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH 1 - 2 56 1 32 4 104 L I l08 __ ]09 110 113 0-3'-____ _______,_ ___99_ 1001 1 54 16 971 16 15L_ l0] _ to, _ 58 _1 _ _16__ __77 __I 55 I 114 I 2 14 13 1 0 l0 1L 12 I 47 48 i 50 53 60 1 7B 961 t 4 5 75 i 1 46 1 1 57 1115 3 45 49 51 I 9 8 7 _6 741 1 4 42 0 1 52 59 I l7r r 1 44 43 1 79 r / 121_-- 120_-_119---- -l1 95 94 - 93 .'18 I r 118 1 63 92120 •25 _ ____ __80 _ 19, 81 \ 7 91 21 18 35 39 I `22 291 23 36` 40 82 \ 90 I 26 34 1 `4 I 1::9 r4] 83 165 I 891 24 37 1 27 141 33 84 14 %2 �' 88: 28 31 31Af87 — Sincerel ours, 3a' 140-39584 i � Wissa aamani P.E. •p STATE OF W DYNATECH ENGINEERING CORP. 1A *1 LOR�, C� Florida Reg.No. 39584 Special Inspector No. 757 C,I.nrd 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC I1 age P�� K` r ,,' a°i F ASSEMBLIES AND ROOFTOP STRUCTURES Q�G q � tartu. Florida B din Tb�1e 5th n 2014 �GY, igh-Velocity Hurricane Zone Uniform Permit Application FdA4. •...t• \l`�.. •..�.• •• •• OHO Oo i. �, G�� p \\�� Section A(General Information) �.... �••.� Mas, r mit No. Process No •" •• • , • ..% ontractor's Name �/if Ll �/V`—F/ •••••• : •••• •••••. '1 . • Job Address 5 V 6 A. � E ;..�;� ••••�• .. . .... .... . ROOF CATEGORY '..' 1• row Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set 'es 1 Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Sh �•4�2 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE ❑ New roof ❑ 'Repair ❑ Maintenance Q Reroofln ❑ Recovering 1 ROOF SYSTEM INFORMAT N Low Slope Roof Area(SF)�3 Steep Sloped Roof AREA(SSF) yK? J Total(SF) Section B(Roof Plan) ov4p'1 Z/ Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated ressure zones and location of parapets. t _b W e 1 S Ilk 1 1 1 1 1 i 1 1 i 1 X60 ZW3 ZjWz FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALG RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 pursuant to Uccnse Agreement.No further reproductions authorized. r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 . . .... ...... 1 Section C(Low Slope Application) Top Ply Fastener/Bondiy�g Materi •• •0 0•.; ••1.0• 1 Fill in specific roof assembly components and identify 'TJ/� �f `� 0 0 0 0 i •� manufacturer ;•• •• . 1 Surfacing: kJ/A .... 1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/BasoC4iaW Attacgwft ••S•• System Manufacturer: "o .... •• 1 Field: "oc � Lap,#Rows�L.I�. � c �. 1 Product Approval No.: 3 ' j o L Z " f Perimeter: 6 -oc @ Lap,#Ro&vs @ :."5;. .••`• Corner: "oc @ o Lap,#Rows C�3 •• • 1 Design Wind Pressures, From RAS 128 or Calculations: 4 1 1 P1: Y Z P2: 7f' P3i f n$ Number of Fasteners Per Insulation Board: i 1 Field �/Oerimeter Corner 1 Max. Design Pressure,from the specify product 1 approval system: .S;-Z, J Illustrate Components Noted and Details as Applicable: 1 1 Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 1 Deck: Continuous Cleat,Cant Strip, Base Flashing,Counterflashing, 1 1 Type: w ©o e i Coping, Etc. 1 Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 Gauge/Thickness: ��Y Flashing, Component Material, Material Thickness, Fastener 1 Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Slope: 1�G � Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No.of Ply(s): 1 1 Anchor/Base Sheet Fastener/Bonding Material: e 1 FT_ , Insulation Base Layer: 1 ----- 1 1 Base Insulation Size and Thickness: A.ti ( Parapet 1 Lie,.P, Height -- 1 Base Insulation Fastener/Bonding Material: q�S;Yecr P I 1 1 e 1 Top Insulation Layer: aJ�/Yd -- ="'`"1It L1, Tj z FT 1 r— 1 Top Insulation Size and Thickness: Mean 1 1 1 Top Insulation Fastener/Bonding Material: Roof �� y�' (n���G�i�/'.P� Height 1 Base Sheet(s)&No.of Ply(s): l�.G 8G ( ""Ole_ f 1 1 Ba aSheet Fa tene Bondingteri I: 1 1 ,VCA 1 i / i 1 Ply Sheet(s)&No.of Ply(s): 1 Ply Sheet Fastener Bondin ppMatpr*al: I 1 Top Ply: 1 1 L 1 _ 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) r t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) PlI.-A-AMP"High-Velocity Hurricane Zone Uniform Permit ApplicationForrlp ,.• Section D(Steep Sloped Roof System) Q• •. *too% Roof System Manufacturer: �J�/ G �� ::::: . ` •� �: Notice of Acceptance Number: �- Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 0 0...... .. • .�••• ' " *10000 _142-7—P1: P1: 7— P1:�t • • . 1 • • 1 Deck Type: WOO � 1 Rr `SIpe: Type Undedayment: �2 1 1 �: 12 Insulation: 1 1 Fire Barrier: 1 1 Ridge Vel}tit ti ? Fastener Type&Spacing: 1 Adhesive Type: 1 Type Cap Sheet: S 1 1 Mean Roof Height: _ Roof Covering: r✓w �1 1 Type&Size Drip Edge: 3 j1 1 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 I ' y 1111 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to Licence Agreement.No further reproductions authorized. r � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 9999 `� i i Hgh-Velocty Hurricane Zone Uniform Permit Application Forry. • 1 9999 9999.. 0"k)1 SGopr ���r ••• •' 9999.. '..'.: • 1 Section E (Tile Calculations) 9999.. 1 For Moment based tile systems,choose either Method 1 or 2. Compare the values for M,with the values from M,.lfJhe lVl,valu r•••: are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method isa4.,eptable.: •.,• 9999. 9999. 00 1 Method 1 "Moment Based Tile Calculations Per RAS 127" •• ••' 0 9999.. 1 (P1%i_( x X#k = //) )-Mg:"' =Mr1L0'3-f Product Approval M, Y"+69-9e 0 •9 1 (P2�&xX.2-f = 4 ff jl _Mg:'7•S/ =M2/A 7 7 Product Approval M, V(A, �•�•�• 9 9 9 9:. 1 (P3-/611.7 x�,►2= ,29.//)-Mg:7 s/ =M �� Product Approval M, o,y.'. • .. 0 9999.. 9999 Method 2"Simplified Tile Calculations Per Table Below" 00 1 Required Moment of Resistance(M) From Table Below Product Approval M, 1 Mr required Moment Resistance* 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based tile systems use Method 3. Compared the values for F'with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (Pi: x L = x w:_ )-W: x cos 0 =Fr1 Product Approval F' 1 (P2: x L = x w:_ )-W: x Cos 0 =F2 Product Approval F' 1 (P3: x L = x w:_ )-W: x cos 0 =Fr3 Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance Mf Product Approval 1 Required Moment Resistance M9 Calculated 1 Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval _ 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) r i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 000000 High-Velocity Hurricane Zone Uniform Permit Application Forr; 0000 Oro*:* Section D(Steep Sloped Roof System) •�••.. Roof System Manufacturer: ����• . . Notice of Acceptance Number: 0 ...... v • Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): ...... • 1 Deck Type: A-x/ 1 1 R;ojp : Type Underlayment: �� 1 121 1 Insulation: P 1 1 Fire Barrier: �f 1 1 Ridge Veriti! ti ? Fastener Type&Spacing. ` �+► 01 d6J; 'r r Adhesive Type: SC( A.�,�e 2C, 1 1 Type Cap Sheet: Q-SS U rl Gt 1. 1 1 1 Mean Roof Height: Roof Covering: 1 Type&Size Drip Edge: 1 3 1 1 FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) 15.39 ki Copyright to,or licensed by,TCC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) ee • ...... 1 High-Velocity Hurricane Zone Uniform Permit Application Form."• • •• • .' 1 Section E(Tile Calculations) .••• ....: 1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the valuift'ffdm Mt. If tfie M,•values ••••o• are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method issaweptable. .• .• 90000• 1 •• •• . .. ...... 1 Method 1 'Moment Based Tile Calculations Per RAS 127" ••• . • 1 cP1Y 3f rx 7, .LII-'?I' _Mg: =M, , `/ Product Approval M, _• .... . 1 (P2:.bf lxx�=r.GT M ?- ...... � g:�=M �� Product Approval M, Y� • • . • (P 1, xx•LY'l = r� •••••• 1 �:{,�,� -Mg.�.7f=Mr�.Z Product Approval M, �f0•'� • •••�.• . • 1 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, 1 Mr required Moment Resistance` 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 i `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 1 For Uplift based the systems use Method 3.Compared the values for F'with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3`Uplift Based Tile Calculations Per RAS 127" (P1:_x L = x w:_ )-W: x cos 0_=Fr, Product Approval F' 1 (P2:_x L_= x w:_ )-W: x Cos 0 =Fr, Product Approval F 1 (P3:_x L_= x w:_ )-W: x cos 0_ =Fr,_ Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope B Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance M9 Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) t ' I 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);aocessed by Eliezer Palacio on]un 8.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized ��OAIDP • •••• •••••• SECTION 1524 •••••• ....% HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICAY16 V•FOR FAFING �••••� CONSIDERATIONS • .... . .. ..... 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractortb jMvide th@ oAtr with •••••• the required roofing permit,and to explain to the owner the content of the section. The:provi"sions of Section R4402 '. govern the minimum requirements and standards of the industry for roofing system injallatipns.Ad jitiam;ly,the $00000 following items should be addressed as part of the agreement between the owner ant ttjCor:ractor.JDgpwner's:•••• initial in the designated space indicates that the item has been explained. • 2• Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be r nailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of he roof can be viewed from below. The owner may wish to maintain the architectural appearancetthe efo eeckmg roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scupperswall outlets): It is ( ) required that rainwater flows 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 accordan a with the requirements of Sections R44 2, R4403 and R4413. Owner/Agent's Signature Date Contractor Signature Date 157,4-{ R Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; IN1IANII-DADE COUNTY MIAMI. _ : PRODUCT CONTROL SECTION 1J805 SW 26 Stree't*13om 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) • Nfiani,Floridd I?M5-2474•••••• BOARD AND CODE ADMI14ISTRATION1 DIVISION T(7�1 11�2590 F Q%%3 t;-2599 • NOTICE OF ACCEPTANCE (NOA) =Mismidade.eov/94nomv•••••• Entegra Roof Tile,LLC ••• ; •go• 1289 NE 91"Ave Okeechobee,FL 34972 •• •• •••••• SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of construction r3 IM141s. The,**•�� documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product&ntrol Saoti,on to bd"'•; 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: Plantation 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#14-1120.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No:: 15-0721.04 MIAMI-DAD ecouNTY Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Plantation Tile Length: 16%2' TAS 112 Flat concrete roof tile for direct deck or Width: 13" battened nail-on,mortar or adhesive set applications. Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for W=varies use at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 1. Okeechobee,FL 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report .•.Date .... •• American Test Lab of South RT0624.05-14 TAS 112 �. 0 .:074/14 ; Florida • Redland Technologies 7161-03 Static Uplift Testin . ��ec1991 • Appendix III PA 102&PA 102(A4 •• •' The Center for Applied 94-060B Static Uplift Testing; Marc% 1994" Engineering,Inc. 94-084 PA 101 Adhesive Sgt)" • Ma 1994 •• • (Mortar Set) .y • . . . ...... Redland Technologies 7161-03 Wind Tunnel Testi .ng ;I?ej 1991 • Appendix 11 PA 108(Nail-OM. ; Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing 'Mdg.2994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 PA 100 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 April 1999 Walker Engineering,Inc. Calculations 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 NOA No.: 15-0721.04 riiartw�E covnrnr Expiration Date:12/08/20 Approval Date: 11/05/15 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Reuort Date Walker Engineering,Inc. Calculations 25-7584 December 1996 25-7804b-8 • 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295-11 TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T306-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 09/23/11 Testing Inc. 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 Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standardslisted 0000 section 4.1 herein. • . . .... ...... 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to theod-roslope unless stated •, otherwise by the underlayment material manufacturers published literature. •••••• •• •• 000000 3.6 This acceptance is for wood deck applications. Minimum deck requirements AM Win compl ance with•••• applicable building code. •••• • .... . .. ..... 3.7 All products listed herein shall have a quality assurance audit in accordance.«tith Ake Flo+ida Building•:••• Code and Rule 61 G20-3 of the Florida Administrative Code. 000000 : •••• •••••• . . . . ...... NOA No.:15-0721.04 Mtartt• ►ot Co;tary Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 3 of 7 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight W(Ibf) Length-I (ft) Width-w(ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers -;L(ft3) Tile ;L(ft3) (ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-M (ft-Ibf) Tile IGreater than Profile 2": 12.. 3"• 12" 4"• 12" 511. 12" 6"• 12" 7.. 12.. Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile . . .... ...... ...... .. .. ...... • .... . .. ..... ...... .. . ..... . . . . ...... ....% NOA No.: 15-0721.04 MIAMInAD� M Expiration Date:12/08/20 FAMOM3Approval Date: 11/05/15 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-ibf) For Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2-10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Clip) 2-10d Smooth or 31.9 31.9 �32.Q•• Screw Shank Nails •• •••• ":' ave Clip) •• '. ...... . .... 2-10d Ring Shank 50.3 65.5 ••• •• 48.3 : ...: Nails' 1 Installation with a 4"the headlap and fasteners are located a minimum of 2%z°from the head of tile. ; •• Table 5: Attachment Resistance Expressed as a Moment Mf For Two Patty Adhesive Set Systems •• • Tile Profile Tile Application d1;niNrtam A gjljrjient ; •••; Wesistmlre Plantation Tile , Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. 3M-2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile 3M'2-Component Foam Roof Tile Adhesive AH-160 118.94 3M'°2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M'2-Component Foam Roof Tile Adhesive AH-160. NOA No.: 15-0721.04 MIAMI-DADE COUNTY Expiration Date:12/08/20 Approval Date: 11/05/15 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment- Mi(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". OR ENTEGRA ,��7 PLANTATION ROOF TILE LABEL(LOCATED ON UNDERSIDE QF TILE) '•.•.' .•••.. 6. BUILDING PERMIT REQUIREMENTS. • 6.1 Application for building permit shall be accompanied by copies of the following: .... •• 0 :6000: 6.1.1 This Notice of Acceptance. • .... . .. ..... 6.1.2 Any other documents required by Building Official or Applicable building gods in ordvrtoproperly-••• evaluate the installation of this system. 000000 •• •••••• • 00 . . . . ...... ...... NOA No.: 15-0721.04 Mi,aru•aaoE couNrr Expiration Date:12/08/20 Approval Date: 11/05/15 Page 6 of 7 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE 161i2% . . .... ...... ...... .. .. ...... END OF THIS ACCEPTANCE .... . .. ..... 00 0 ...... .. . ..... .. .. . .. ...... . . . . ...... MIAMI•DADE CONOA No.: 15-0721.04 UNTY Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 7 of 7 MIAMI-DADE COUNTY MIAM 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.m➢amidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, Statg0•cd folloy�ng.. statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein•.• ; •• 0.0000 .. .. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and1kere has been no ch4owgc.; in the applicable building code negatively affecting the performance of this product. 0000 .. 0000 00 00000• ..;..• TERMINATION of this NOA will occur after the expiration date or if there has been a•r0*.v.ision pr I;Mge i4 materials,use,and/or manufacture of the product or process. Misuse of this NOA as an en j;;g;wnt of any product,for: sales, advertising or any other purposes shall automatically terminate this NOA. Failure td comply with a nY sectiorr ef•• this NOA shall be cause for termination and removal of NOA. .. 0000 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 revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMMADE CouNTY Expiration Date: 05/10/17 �lumasyne Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list•agachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof the a4esjve. •••' "'•:' MANUFACTURING LOCATION: •; 1. Tomball,TX. .•"'. :'. '. .... . .. ..... ...... .. . ..... PHYSICAL PROPERTIES: ..••• •• •••••• Prove Test ftults; +. ...... Density ASTM D 1622 1.61bs./ft.' ' 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 @ 40'F.,2 weeks +6.0%Volume Change @158°F., 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.: 14-0805.01 MIAMMAD'COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv 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[1] 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 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 lW;8/98 520109-2 • 0000 •0000. 520109-3 • ' 520109-6 520109-7 • 0000.. 0000.. 520191-1 TAS 101 ." :Ua/02/99 • 520109-2-1 • . 00000' . 0000 0000.. w LIMITATIONS: •••••• • . . . 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assejnbly for firs Nfing. • 0000.. 2. 3M 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, ldd�,i high-tile4irofiles.' 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. •• 4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2-Component Foam Roof Tile Adhesive 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 61G20-3 of the Florida Administrative Code. NOA No.: 14-0808.01 CADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 3MTm 2-Component Foam Roof Tile Adhesive 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. ' 7. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTm 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. 0000 0000 0000.. • 0000:. 0000.. .. .. 0000.. 0000.. 0000 •• • 0000 0000.. • •• 0000.. • 0000.. 0000.. •••• 0000 0000.. NOA No.: 14-0805.01 CMIAMMADE couNrir Expiration Date: 05/10/17 Approval Date:09/04/14 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 #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 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 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MMMMADE COUNTY .. . • f BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation pf this system. 0 ...... ...... .. .. ...... ...... ..ro: • 00 NOA No.: 14-0805.01 411 MIAMNDAD;COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL## 1 ttao d►r.+rgA pbstic e6.wnt raeldr t>1 +r&) Flat/Low Profile Tile 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 underlaymentlm sitioned as shown, ` ..� under the strengthening rib closest to the overlock of the tile being set. E6«acour* 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. 2 E•w Cb+U" NO thromb 04s*cemem Medium Profile/ Double Pan Tile Wwn repwireM 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. lata.: � Wle`. � � 2. Continue in same manner.Insure approximately 17 saftm (109.7 cm)—23 (148.4 cm)square inch adhesive `i contact with the underside of the tile. 10b► � �in. ti- Eavr ttoarun fa+nt tnurtt! Fascia 0000 • 0000•• HA+hm+9hvl*ak High Profile/Single Pan'file . •••• h•hen req�tlnd! �,,.►�ddp t�IteMhTi+*} � • • • r•••. 0000•• 1. Starting at the eave sour.",;ply a rmmmum 2 • • (50.8 mm)x 10"(254 nVhjY 1"(25.4 m1i)foariS paddy onto the underlay*n�positicpi�0 shovvo�••• 101n.01 '�.•' under the pan portion of W.We closest to the ••••' 2 in,WWW overlock of the tile beingAt..' •• "":' eatt*r►s 2. Continue in same manner. Insitre apArc Ki6tely 17 . (109.7 cm)—23 (148.4 Cm2)'spare ii1c.4�dhesiW contact with the underside of the tile' i� EawCrursw FascL W"Ph*Ik 10 h+. 3 yn, Fm dnure .A Drip*1196 IIAMI•DiADE COUNTY NOA No.: 14-0805.01 + + Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL##2 K111 oww4h sok ftffwm Flat/Low Profile Tile 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 of the tile closest to the overlock of 3In, "--• the tile being set.Insure approximately 17(109.7 cm) 23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) tii x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the Ilk underlayment positioned as shown under the strengthening rib closest to the overlock of the tile 6...ctoswe �,• being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. "Itbr000hpusticomet" Medium Profile/Double Pan Tile frvhet►requiredl ft&:hr(e""thVit) 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 the being set.Insure approximately 17 (109.7 cm2)— y �In. 23 (148.4 cm2)square inch adhesive contact with the satteab ovt;.nsl underside of the tile. -.� 2. At the second course,apply a minimuuf 2"J50.8mpJi 10k+. " x 7"(177.8 mm)x 1"(25.g nu4foam wilily-onto the.' .,, two cle"Wo underlayment positioned as shown undV,tfiw;pan .. •0• cearrt �''� F..a. portion of the tile closest to t ioverlock of the the:....; being set. •• • 0000 . 0000. 0000 .. 3. Continue in same manner.In apprWimately.l2;'• 0000.. (77.4 cm2)- 14(90.3 em2)%14tWe inch adhesive contact with the underside Mfie"rile. . .0000. • 0000.. • • 0 •00• .. . 0 . (Instructions continued on next page) •• • NOA No.: 14-0805.01 MiAraI•DALDE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) RNA oreu c High Profile/Single Pan Tile iwh.e r. {r+eet 1. Starting at the cave course,apply a minimum 2"(50.8 t 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. Insure approximately 17 (109.7 cm2)— � 2L% 23 (148.4 cm2)square inch adhesive contact with the Oaawn-epdewai '�•,. underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) Em Cow" Fa sew x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan ,nim. 2M, clovae 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. .. .. ...... ...... ...... NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 �a awceme psticix 1. On the eave course only,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 gid the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest *x4kL to the overlock of the the being set.Leave approximately 4"(10 1.6 mm)up from the eave p edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure • approximately 17-23 int(109.7-148.4 cm)of 10tH`•. ;! adhesive contact with the underside of the tile Fmckmm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below RaVLowProflteTHe the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NM U"t*pL-n& °nem paft wwo tle pan portion of the tile,closest to the underlock for ( 'e' ger metWeen elks) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Baum p' 'Nndwtle) contact with the underside of the tile. OPUMA .` (Instructions continued on next page) cab*Wtu x4k}. t0 in. 21n. Em Closure Eare Course Fasda •••• 0000 0000•• Medlum ProAIeTUe '..'•: •• '. 0000.. .. •. 000.0• 0•0.00 Y•0.0• •000 •• • � • •••' 0000• LAM 0000 • • 0000•• � • � • • • �• 0000•• 0000•• • � • • • � 0000•• •000•• • • • • • 0000•• •��• � 0000 • • NOA No.: 14-0805.01 MNoane counmr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nati" ough plastic Single paddy undo 6k (when required! 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4" paadplbetneerniesi (19 mm)paddy on top of the cave course tile emens p�drlu,aer�let surface as shown,on top of the strengthening rib OPOWAI for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. � Install second course of tile.Insure approximately 4:4K 9(58.1 cm) - 11 (71cm)square inch adhesive 2:4 in contact with the underside of the tile at the overlap on p,add� and 7(45.2 cm2)-9 (58.1 cm2)square inch Lopaffie �.,� adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Ears Course 'e Weephok loin. 2 ta. Eave daaure Drip edge HIgIl Profile Tie ••9• 0000 000..0 • . . • .000:0 000000 0000.0 • • • • • 0000• 0000 • •• � • •• • 0000• 0000•• � � � • • 0000•• • • 0000•• • 0000•• � • • • • •9099• •��• 0 9999 • • •0 • NOA No.: 14-0805.01 MiAMMALne COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 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" f)Place enough adhesive to achieve 65 to 70 sq in. Steep pitchrequired) red) tions 50.8 mm x 10"/254 mm X 1" 25.4 mm foam in contact with the pan tile. (when required) ( ) l ) ( ) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of corer tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2S sq.In.contact area. ..° tiles from rocking until adhesive has a chance to Underlayment ,. cure. 2. Continue in same manner bringing two pan 3 ° courses up toward the ridge.Insure approximately 65 (419.4 cm)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 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. ."". . .... ...... so* 4. Turn cover tile overA ftq.foam ig MWV and • place onto pan tile c"As..Insure a minimum of 20(129 cm2)-25 (1 frlt 3 C.M2)sgLWe-ipch •0 • contact area on each Sift"of the CovWtile to 1$4••. . .... .. .. ..... pan tile. Continue in$ame.manner..Tr*kn away . .. . ... . .... any cured exposed fo*k�*LPesive. Pomting o • longitudinal edges of th8 cpver tiles are • considered optional.. . 5. When additional nailing is requirdd,�2"'(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MlAMI-oanecouExpiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MQ� n0E 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/economv CertainTeed Corporation 18 Moores Road Malvern,PA 19355 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: CertainTeed Underlayment Systems ...... .. .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge'tl& stateUnd followi$g ' .... . .. ..... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herepl • . . RENEWAL of this NOA shall be considered after a renewal application has been filed agd,Wje has been no change,'• in the applicable building code negatively affecting the performance of this product. ..6*% 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 ofSny 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 revises NOA# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-1028.02 MIAMFDADECOUNTYExpiration Date: 11/24/19 ��Fljgm t41011WApproval Date: 06/04/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems,as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 assemblies. Designed as an ice&rain shield. WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufuring rolls bituminous sheet material for use as an Location #2 underlayment in sloped roof assemblies. Designed as an ice&rain shield. 0000 . . 0000 0000.. WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaoad modifie4 fiberglass •• Manufuring rolls reinforced,bituminous sheet materia fer use-n-m;- Location #2 underlayment in slolfetf?Mf assemblies. :0000: 0 0 0: . . . . Designed as an ice&rain Shield.•. • 0000 Diamond Deck" 48"x 250' ASTM D 226 Synthetic, scrim reinfdreed undeflayMent for0dse0: rolls Type H under shake shingles slate or metal rgofing. • Manufuring •••0.0 0000.. Location #3& 40• . 000.. .. 0000 MetaLayment'" 39 s/8"x 61' ASTM D 1970 A film surfaced,self-adhering underlayment for Manufuring rolls use under metal roofing. Location #1 Black Diamond" 39 3/8"x 68' 7" ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. Location #2 Designed as an ice&rain shield.Not for use as an Anchor Sheet.Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 MIAMMAD:COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/g"x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 39 3/s"x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type H Manufuring Location #1 DryRoof"TU 39 3/8"x 61' TAS 103 A polyester fabric surfaced, self-adhering Manufuring rolls underlayment. Location #1 Flintlastic GMS 39 3/s"x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for mop application. Flintlastic SA Cap 39 3/8"x 33'11 TAS 103 Polyester reinforced, self-adhering SBS modified Manufacturing rolls bitumen cap sheet. •••• . . 9999 9999.. Location #1 0• 9999.. 90 90 9000% Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnated-organic feltreinforepA..; Manufacturing Type I with glass fibers,rocOdgtmnderla%eflt .. . ' 9999 .. 9999. Location #S • 9999.. . 9999. .. .. . .. 9999.. MANUFACTURING LOCATION: •• 1. Little Rock,AR. 2. Shakopee,MN 3. Hangzhou,China • 4. Silvassa,India 5. Shreveport,LA MIAMFDADE COUNTY NOA No.: 14-1028.02 VIN-161151,� Expiration Date: 11/24/19 Approval Date, 06/04/15 Page 3 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Momentum Technologies,Inc. AX31 G8D ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09-R2 ASTM D226 12/11/09 C31410.10.10-R1 ASTM D5147.ASTM D4798 11/02/12 C30890.03.10-1 ASTM D 1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 034940.09.1 I-R1 TAS 103,ASTM D1623 10/04/11 C32930.01.11-R2 ASTM D1623 01/20/14 C45240.01.14-1 ASTM D1970,TAS 110 01/15/14 C45240.01.14-2 TAS 103,TAS 110 01/24/14 PRI Construction Materials CTC-075-02-01 ASTM D1623 10/07/11 Technologies,LLC CTC-075-02-01 TAS 103 .... 10/07/11 CTC-093-02-01 ASTM D6164,ASTM D479$....*08/09✓44•:-CTC-189-02-01 ASTM D1"23• ;11/18/13•. CTC-163-02-01 ASTM D6757,A9TM226, •'05/01/W0 ASTM E;jj( , „ , ;••••; . . . .... . .. ..... InterTek Testing Services Ltd. 10103165000Q-002C ASTM R?f 6•: •.08/I Y4;••* 101227796COQ-003C ASTM 174799 " 08/13/13':' 10103165000Q-005C ASTM IM99: •• 08/13jj�::, NOA No.: 14-1028.02 MLAWDanecourm Expiration Date: 11/24!19 Approval Date: 06/04/15 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type l: Wood,Non-insulated Deck Description: 19/32°or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above)One or more plies of Diamond Deck with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to<4:12)One or more plies of Diamond Deck with a minimum 20"headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll.Vertical joints should be offset 36"minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above)Two plies of Roofers' Select with a minimum 2"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. •••••• . . 0000 0000.. (2:12 to<4:12)Two plies of Roofers' Select with a minimum 19"IWtil$p and a 12".end lap .• mechanically fastened to deck with approved nails and tin caps 6" o e.at the side lap edge and.:. in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72";•••• 0000 . minimum. . . 0000 . 00 0000. Surfacing: Shall be acceptable for use in approved asphaltic shingle applicatious,Must Coasply with 0 0:0 0• applicable Roofing Application Standards and Building Codes 000000 • •• •••••• . ...... . . 0 0 0000.. .0000. 0 0 0 000000 00 0 0000 0 0 . . NOA No.: 14-1028.02 MIAMMADECouNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular,WinterGuard Sand,MetaLayment,DryRoof TU or Black Diamond Base Sheet self-adhering membrane adhered to the anchor sheet with a minimum 3"headlap and 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 membrane is acceptable. If membrane is strapped,then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles, quarry slate,and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes . . .... ...... ...... .. .. ...... .... . .. ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 14-1028.02 MAMMADE couN r3r Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 6 of 9 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4"side lap and a minimum 6"end lap.Anchor sheet shall be applied at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type W asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap,self-adhering membranes adhered to the preceding sheet with a minimum 4"side lap and 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 membrane is acceptable. If membrane is strapped,then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12"o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: •Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA. *Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU may be.LLw..l with any approved roof tile system adhered as specified in their current NOA using any feaxi adhesive•. . 9 9 listed and having a current tile adhesive NOA approval. •• • 0.0000 .. .. 0009.0 Must comply with appropriate Roofing Application Standard RAS•1 Cj.'AAS 112,IFAS 124 arid- applicable Building Codes. 0.000' 0 00000. 999999 .. LABELING: • 0000.. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer'sname%4j4%P,city,•.•.. state and the following statement: "Miami-Dade County Product Control Approved" or the*Miami-Dade County :0000: 9. . 0... Product Control Seal as shown below. • M ALMFDADE CO�gjUNTY ...• 02 MI MMADE COUNTY NOA No.: 14-1028. Expiration Date: 1028.-0 Approval Date: 06/04/15 Page 7 of 9 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left exposed as a temporary 6666 roof for longer than 30 days after application. • . . 6666 6666.. 8. CertainTeed underlayment products may be used with any approved roof covering 14otico ofAeptance listing CertainTeed underlayment products as a component part of an assembly in thee"46ft of Acceptance9•fP• CertainTeed underlayment products are not listed, a request may be made to the Authorimty Having Jurisdi�tion. (AHJ) or Miami-Dade County Product Control for approval provided that appropriates-ipptantgt A'is projjAe�. to detail compatibility of the products,wind uplift resistance,and fire testing results. ...... .. 9 60:906 9. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any ltfis'b'decking;Mels. SEJetg- the deck thoroughly to remove any dust and debris prior to application. :• '. . 10. When applying the membrane in the valley, start at the low point and work to the high point,rolli$k'th'e memb ran from the center outward in both directions. •• •• • 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 14-1028.02 Mwr�i•aaoe counmr Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoof "TUI Flintlastic GTAI Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 2The following is applicable to all systems using Flintlastic SA Cap: *Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 'The following is applicable to all systems using DryRoof,TU and Flintlastic GTA: •Tiles shall be stored on battens on roof pitches greater than 6:12". Slope Slope 11 ••••• •••• •• • • '- ..'..•Side vi vy' ...... ligtxe;2: Batten Method • Front View Front • • • ' *so*:*••••• Figure l: Staged Method, View •.•• ; .... ;••••; Figure 2: Batten Method • END OF THIS ACCEPTANCE NOA No.: 14-1028.02 Q-D�e MOUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 Ml �M*,+g MIAMI-DADE COUNTY �1 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) wwiv.miamiaade.11ov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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: Polyglass Polystick Underlayments 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. . . .... ...... .t TERMINATION of this NOA will occur after the expiration date or if there has been a rey"94 pr chatWiA he materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anyproduct,o for sales,advertising or any other purposes shall automatically terminate this NOA.Failureo•oomply v4th any section • of this NOA shall be cause for termination and removal of NOA. •••• '• ""' ...... .. . ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Coqi�,Tlorida0anrfollowed by the expiration date maybe displayed in advertising literature. If any portion of tte I'dCk is displayed, thy.:, it shall be done in its entirety. :99000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distriBl'itor§and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. .: 14-0 NOA No 17.08 7 M1aMMADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3j/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3 3/s" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof rile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 393-'/s" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65'x Y3-'/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1 &#2 tile underlayment. •••• . . .... ...... Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt wratMoofing membranes••••• Manufacturing Location 32'10"x 3'3-'/8" D 1970 glass-fiber/polyester&Mfbtaed,with 4 granulal....: #2 130 mils thick surface designed for use as a tile reof •• • .... . .. ..... underlayment. • ...... .. . ..... . . 0*000 . .. ...... Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- •• Manufacturing Location 61'x 3'3 3/8" D 1970 fiber/polyester if waterprvgfigg• •••• • #2 60 mils thick membrane.Designed p acetal roofing and rodf...: tile underlayment. •' .•'00 0 • Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'3 3/s" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 MAMMA D;COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-RI TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103&TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 •0'x/42/13 P45270.05.14 TAS 103,TAS 110&ASTM•• ••09M 2/14 .... ;• D1623 •' P46520.10.14 ASTM D1623 •••:•• ••f0/b3/14 •••••• . ...... . . . P44360.10.14 TAS 103 &TAS 110 .... ••10/p7/14 ;••••; P43290.10.14 ASTM D 1970&TAS I IQ..• ?4/17/14 ..... ...... .. . ..... PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •••••• 89/Q9/06 ••••;• PUSA-055-02-02 TAS 103 ;..;.; 12/10/07 •. PUSA-089-02-01 TAS 103/ASTM D4798 rG155• :.0' 6/09 •• ••• 1 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 &6155 .•Q4/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 NOA No.: 14-0717.08 MIAMFDAD'COUNTY Expiration Date: 09/13/16 I� Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6"o.c.at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet-only) 0000.. Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and miniifav;6`vertical... (Optional) laps. 0 0000 Membrane: Polystick TU Plus,self-adhered. 0 0 0 00 0 0 00 00 0 0 0 0 0 0 0000.... Surfacing: See General Limitations Below. 0 0... 0000.. 0000 0000... . 000 0000.00 ...... :0. 0 .. .. . .. 0000.... . ...... . . . . . 0000.... 00.00.. . . .00... 0000 0000.. 00 0 � NOio No.: 1 MIAMMADE COU Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-Y2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LE IITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof file systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof file systems only. 0000 3. Deck requirements shall be in compliance with applicable building code. #000" •••••• 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface.�V �*ck shtnjl bei�ree of...,; irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly overVP?brexist*1*?0r(fQif ' membrane as a recover system. 0 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer 414n the amount of days-•*• listed in the table below after application. Polyglass reserves the right to revise or a�tr prjduct exposure times; •, not to exceed the preceeding maximum time limitations. ' ' i..•i• """ Exposare Limitations(days) MTS IR-Xe Elastotlex TU Plus TU P Tile Pro Dual Pro TU Mas• TS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 14-0717.08 QMIUAWMADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof file applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof file underlayment for(direct-to-deck)file assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 Slope WAI .. -w ...... .. . ••9•• < •• •• • •• 9.00•.0 """ f 9999•• • • Figure 1: Stagging Method •••••• 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plot tvoply ungerlaarrient ....: system when a applied using the stagging method outlined above. •• 0 .••: . MIAMNDADE COUNTY NOA No.: 14-0717.08 •• • • Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loadingprocedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles - - - ---------- - --- (6 Max Per Stack) i m TL f2 r to N r [O Roof Deck prepared with POUanCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are 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. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. 0000 MIAMI4DADE COUNTY • • •••• •••••• 0.00• � •• • • • • 0000•• •• •• 0000•• BUILDING PERMIT REQUIREMENTS: •••••• • 0000 .. 0000.. Application for building permit shall be accompanied by copies of the following: 0.0 0Soo 0 0:•0. 0000.. .. . 0000. 1.This Notice of Acceptance. ••• 0 •••• ••• •••••• 2.Any other documents required by the Building Official or applicable building code in or8er V jroper�evaluate the •• installation of this materials. •••••• 0000.. . • •0000• 00 • 000• • NOA No.: 14-0717.08 MIAMI•DADE COU Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the file manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 ''/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. ...• 10. All self-adhered membranes must be rolled to ensure full contact with approved subsfratas 0Po1 lass re quires a PP .. yg . .q minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rqug"are aCr,pMtle for.... rolling of patches or small areas of the roof. Brooming may be used where slope prohihit%rAlling. . 0000.. 11. All approved substrates should be dry,clean and properly prepared,before any appliaa110on of Pol;sti ck. 0 0 membranes commences. An approved substrate technical bulletin can be furnished upo}�; west.�t�is *0*0 recommended to refer to applicable building codes prior to installation to verify acceRWWC Substrate.,. 000000 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick me8t can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. 0 0 0 0 0 0 0 0 0000.. .. 0000 NOA No.: 14-0717.08 aoaoe co;rtnr Expiration Date: 09/13/16 �rgymernmiApproval Date: 01/22/15 Page 8 of 9 , 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE sees . . sees sees.. sees.. .. .. sees.. ,sees. sees.. sees .. sees . .. sees. .. 9. .99... . . . . e .sees• sees.. . . .9000. .. . see. MIAMbDADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 MIAMFQADE MIAMI-DADE COUNTY 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy GAF 1361 Alps Road Wayne,NJ 07470 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: GAF Conventional Built-Up Roof Systems for 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. 0000 RENEWAL of this NOA shall be considered after a renewal application has been file4l and there hae been no •••••• change in the applicable building code negatively affecting the performance of this prodtlet. 6 9. 0 ; • 666666 .. .. 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been%praNision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as Wdildorse4ftt W any • • product,for sales,advertising or any other purposes shall automatically terminate this NUA0000.. . ..'Failure to comply 0000. with any section of this NOA shall be cause for termination and removal of NOA. . •6 • .. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,*.Mla lda,and followed by the expiration date may be displayed in advertising literature. If any portion of the t4OA js displiyed then it shall be done in its entirety. '..' 0006 0.0 6 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 and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-1022.15 MIAMFDADE COUNTY Expiration Date: 11/04/18 •••• i Approval Date: 11/06/14 Page 1 of 16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutr"Fire Barrier Coating,VersaShieie Fire Resistant Roof Deck Protection or (optional) Securock'm Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima'Base Sheet, Stratavento Eliminator"m Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld" Smooth or Ruberoid®SBS Heat-Weld m 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS'F1exPly"'6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPly'M 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"' #12 Fastener or Drill-Tec #14 and Drill- Tec""3"Steel Plate,Drill-Tec"'AccuTrace Flat Plate or Drill-Tec"'AccuTrace Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Flex Ply"'6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c.in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS®#80 Ultima""Base Sheet,Ruberoie 20,Ruberoid MW$mooth'b1Se sheet" attached to deck with approved 11/4"annular ring shank nails andlh vei'ted 3':hev late at:••;• fastener spacing of 9 o.c.at the 4 16M lap and in two rows stagger*cth a fastenet spacing of 9" o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation #7)...' '..' ••••• Tm GAFGLAS®#75 Base Sheet or any of above base sheets attached�toceck wij D11-Tec ...... 0 0 #12 Fastener or Drill-Tec"' #14 Fastener and Drill-Tec' 3" Steej!4"Drill-Tec"' • AccuTrace Flat Plate or Drill-Tec"AccuTrac Recessed Plate 12"o.c:in 4 rows.*One row•••• is in the 2"side lap. The other rows are equally spaced approximately 2"o.c!in the field bf...: the sheet. •' "" • (Maximum Design Pressure—60 psf.See General Limitation#7) •• • Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec.insulation plates at a fastener spacing of 9" o.c. at the 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation #7) NOA No.: 13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT (Continued) #12 Fastener or Drill-TecT"#14 Fastener and Drill-Tec3"Steel Plate,Drill-TecT AccuTrac Flat Plate or Drill-TecTM AccuTrace Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"w BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options ...... .. .. ...... .... . .. ..... NOA No.: 13-1022.15 MIAMMADE COUNTY Expiration Date: 11/04/18 �Wj•••• � Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeckm Roof Board or%i"Type X gypsum board is acceptable to be installed directly over the wood deck. 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 2040 lbs./sq.,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 sidelap 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 12 lbs./sq. 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 lbf.,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 Appll`otion •••••• Standard RAS 117. so• • . 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements oMwe areft.Fattener....:. densities shall be increased for both insulation and base sheet as calculated in compliance.Atb Roofing Applicata•• Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Profa94enal Engkeet• • 0000. Registered Architect,or Registered Roof Consultant(When this limitation is specifi&Aty referted%thin • 0000. this NOA,General Limitation#9 will not be applicable.) 60:09: ;0 0•,0 0000.. 0000 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing terminatiolZaeVgus shall conform to •• Roofing Application Standard RAS 111 and applicable wind load requirements. ••••'. 00 .00 • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressureezones•(i.e. field, .0 0 0 0 0 perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted fottnhanced J19tg$ing at enhanced pressure zones(i.e.perimeters,extended comers and comers). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MIAMMDADE COUNTY Expiration Date: 11/04/18 •• Approval Date: 11/06/14 Page 16 of 16 9/9/2015 I TGFU.R14153-Roofing Systems ONLINE CERTIFICATIONS DIR GTORY i j TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR R14153 PARSIPPANY, N] 07054 USA "Ruberoid@ 20" or"Ruberoid@ 20 HT' or"Ruberoid@ Modified Base Sheet' may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in. thick(minimum) gypsum board or 1/4-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible(15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT" Roofboard" are to offset a minimum of 6-in, with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"Tri-Ply® Ply 6" may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuard— Roofboard" in hot roofing asphalt. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardT" RF" in any applicable Classification. "GAF Stratavent@ EliminatorT" Venting Base'Sheet(Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS@ Perlite Insulation" may be utilized as a cover board over"EnergyGuardTm RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuardT" EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". 0000 "EnergyGuardT Tapered" is an acceptable alternate to "EnergyGuarc "" in any applicable Classification. • • ••••• "";' ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • 0000•• •• •• 0000•• • Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet", or"GAFGL4_SQ#80 UL,T PA"4 is a : • suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4", or"GAFGlA1 1y 6") i�the �rdss A, or C roof systems indicated below. •••• 0000 • • 000000 •• • •0t••• The roof deck may first be covered with one ply TypeG2asphalt saturated glass mat base sheet"GAF StrataverJp.FJRninato1T'''1{enTing Base.... Sheet(Perforated)" or"GAF Stratavent@ Eliminator Venting Base Sheet(Nailable).' Perforated base sheets to be loose laid or IjjIIy adhered •" with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. ••••" • As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheej" or:GAFGLA6p 0#80 ULTI%. ' or"GAF Stratavent@ Eliminator'" Venting Base Sheet(Nailable)" may be substituted for T ype Gi asphalt glass�f'Lbgt pd sheet(�"�aAFGLAS& Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6") as the nailed base ply in the following systems. • • Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or"Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed below. When"perlite" is referenced, this includes"GAFTEMP PERMALITE@" or any other UL Classified periite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. ,.Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. i The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. http*//database.ul.com/cgi-biNXYV/t`emplatefUSEXT/1 FRAME tshowpage.html?name=TGFU.RI4153&r-cnshortdtle=Roofing+Systems&objid=iOB3885807&cf... 1149 w wLV IJ i TGFU.R 14153-Roofing Systems "EnergyGuardTM' RA" or"Tapered EnergyGuardl- RA" or"EnergyGuardTM Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate Insulation In any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Premium Base Sheet" may be used In any of the following systems. 'GAFGLAS@ Flex Ply 6" and "Tri-Ply® Ultra-Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT@ Fireshield MB" at 21/a to 3-gal/100-ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or"Ruberoid@ 20" or"Ruberoid@ 20 HT". "Ruberoid® Map Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth". Class A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of"Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate Composite or pertite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type Gi or"GAFGLAS@ Ply 4' or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" hot mopped. Surfacing:— Gravel. Ij 2. Deck: C-15/32 Incline: 2 Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polytsocyanurate composite or pertite/urethane composite or wood fiber of iso anurate composite or phenolic an thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Pty 4"or"Tri-PI /P y ply Ply y Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or@"Tri-Ply@rM Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, ••*• composite, perlite/urethane composite, wood fiber/polyisocyanurate composite,@phenolic, 2-ate, urethene,•pp�ite/pol�►iSCtyanurate"'••• Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Pty 4", "Tri-Ply@Ply 4"or"GAFGLAS@ Ply 6"�� • • • •• gy P ' "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-PI • Cap Sheet:—One ply Type G3 Ener Ca TM BUR Mineral Surfaced Cap Sheet. Y0 Mineral Surfaced� GIeP�heet" or�GAFGLASO 4. Deck: C-15/32 :0600: Incline: i • Slip Sheet(Optional):— Red rosin paper, nailed to deck. •••••• •• • ••:••• Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechi n"ic�a*1IY,astened or adhered with• OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. •• •• • •• •••••• Base Sheet:—One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" (may ft nailed). • Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-PI yGAFGLAS@ y • 0• ••• Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply(g) M ral S Ply • • • EnergyCap*"' BUR Mineral Surfaced Cap Sheet", d�ap heet" gr,'GAFGLAS@•••: Surfacing(Optional):— "TOPCOAT@ EnergyCoter" Elastomeric Coating" applied at a rate of 2- al 100-ft . • • • PP •• • 5. Deck: NC 8 / 2 Incline: 3 Base Sheet:— One ply Type G2"GA FGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet". Ply Sheet:—One or more plies Type'G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCap' BUR Mineral Surfaced Cap Sheet." 6. Deck: C-15/32 Incline: 2 Insulation:—One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet:— One or more plies Type GS or Type G2 or Type G3. Membrane:— One or more plies "Ruberoid@ Torch Smooth" or"Ruberoid@ Torch Granule" or"Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or"ROOFMatch"" SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch'"APP Modified Granular" or"Tri-Ply@ TP-4G" or"Tri-Ply@ TP-4" or"Ruberoid@ Dual Smooth". Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap,Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation(Optional):—One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or http://d"'bwe.ul.Com/Cgi-binXW/template/LISEXC /IFRAMEtshowpage.htmf?name=TGFU.Rl4l53&ccnshortfge=Roofing+Systems&obiid=1083885807&r:f �laa MIAP7hDADE MIAMI-DADS 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 Birdview Skylights i d.b.a.Guy E.Bird Enterprises LTD 201 Longhorn Road Fort Worth,TX 76179 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. •••••• APPROVAL DOCUMENT: Drawing No.6DADE14,model"6SF-DADS,", sheets 1:&z Qf 2,prdgmd by *gee:* Birdview Skylights dated March 19,2015,signed and sealed by Vipin N.Tolat,P.E.,on marcor 28,261 S bearing '. the Miami-Dade CountyProduct Control Revision stamp with the Notice of Acceptant•••:•mer and tl ;• ••• P P e iurSrl� � . expiration date by the Miami-Dade County Product Control Section. 0000 0 0 0 ••'• MISSILE IMPACT RATING: Large&Small Missile Impact Resistant 0 0 ' 0 • 0000 . .. 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or IVW,,ttty,stf and the •• following statement: "Miami-Dade County Product Control Approved", unless otherwigg nbted herein drtd the ••••;• dome shall be properly marked by GE Plastics. :60:6: 0 '. RENEWAL of this NOA shall be considered after a renewal application has been filed,and jhere hip been no '0 0 0.. change in the applicable building code negatively affecting the performance of this pro8ucf. : •... :''' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or du*n*in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sates,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 revises NOA#13-031.1.10 and it consists of this page 1,evidence submitted pages E-1,E-2,&E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. f NOA No.15-0413.06 MIAMI•DADECOUNTY (]' Expiration Date: 07/02/2018 Approval Date: 07/02/2015 0 7/0 70-0/s Page 1 . . ... . . . ... .. .. . . . .. .. . OUTER POLYCARBONATE DOME(GE LEXAN XLIO OR SHEFFEILD MAKROLON SL)I/8"THICK 2.373" • •• ]VItIgi2 g(%YCARppNA'll!I7OME(GE LEXAN 9034 OR SHEFFIELD MAKROLON GP).100-THICK t • • • • • • :09• •• • 910 X I"HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" 1.50" • • • (9- 0 T - FROM EACH CORNER AND 7 1/2"ON CENTER THEREAFTER � t `''J .125"EXT.ALUMINUM ANGLE(6063-T5) 10%O SPAN,4"MIN. •• • • • • • • • • • G.E.SILICONE ADHESIVE SEAL(SCS 1000) • ••• • • •• • 1.50" ••• i ••• • •• CONTINUOUS 10164 SANTOPRENE RUBBER GASKET#1409 CONDENSATE GU•I'1'ERWI'fH 0.25"WEEP HOLE LOCA'T'ED AT EACH CORNER #10 X 3/8"SS HWHSMS LOCATED 3 7/8"FROM EACH CORNER AND 7 1/2"MAX ON CENTER THE NOTE:This design can also he used for other smaller skylights as long as the longside does exceed 105 1/4"and the short side 090"EXT.ALUMINUM CURB FRAMING(6063-TS) does not exceed 80 1/4"and maximum presmas do not exceed ALL ALUMINUM TO BE 6063-T5 ALLOY 7.0" positive 60/negative 80 psf.and total roof opening dimension FULLY MITERED AND WELDED AKT CORNER 4"MINUMUM SEE does not exceed 50.875 square foot. ROOF DECK AND SUPPORT(DESIGNED BY OTHERS) GENERAL NOTES 92 6.0" SEE GENERAL NOTES#I #l4 X I"PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER,MAX ON CENTER 7 1/2".WITH MIN.ROOF DECK PENETRATION OF 7/8" ROOF MASTIC MAXIUM ROOF OPENING DIMENSION 74"X 99" ALL UNITS EQUAL.TO OR LESS THAN 50.875 Sq.Ft. ROOF DECK 13Q 7l/2"=97 1/2% `33 7/8"(TYP. (BY OTHERS) ) 14 SCERWS LS I_ _ 3 7/8"(TYP.) TOTAL 50 SCREW§ DESIGN PRESSURL'RATM�``"`� T T AT LOCATIONS VIPIN N.TOLAT FASTENER LAYOUT 10@71/4"=721/2" A,B&C FOR THIS SKYLIGHT. FL.REG.#12847 POSITIVE+60 sf NEGATIVE-80psf 80 1/4" FOR OTHER SMALLER SIZES 15123 LAN TE%;; CREEK LANE LS=LONG SIDE I 1 SCREWS SS HOUS1 t '�-1 77068 SS=SHORT SIDE PROVIDE FASTENERS(�7 1/2" _r _u . LARGE MISSILE,1& ACT—RESIS ANT ON CENTER EACH SIDE PkODgC'f Rf:VISCD 105 1/4" nt comphina Hide the Piopida Buildina Coda // 1 BIRDVIEW SKYLIGHTS GENERAL NOTES AccepiwallotEg &4 x76 40 2 1. TI11S DESING COMPLIES WITH FBC 010 AND 21I1Ou't`- �A J THE CLEAR CHOICE 201 LONGHORN RD.FT.WORTH TX.76179 2. 4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE T 39- 2 FAX:817-232- 466 OR BUR WITHOUTINSULATION DATE:3-19-2015 MODEL:GSF-DADE FOR INSULATION AND ROOF TILES ADD THE TILE HIEGHT AND THE DRA WIN(Iri 6D INSULATION THICKNESS TO THE 4 MINIMUM HEIGHT. SCALF*NTS Birdview Skylights_ d.b.a. Guy E.Bird Enterprises-LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets I through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-0811.08 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADS ", sheets I & 2 of 2,prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on Februa?y 22, 2012. B. TESTS 1. None. 0000 . . 0000 0000.. C. CALCULATIONS • 1. None. 0000 0000:. 0000.. 0000.. D. QUALITY ASSURANCE "" :0. ' • 1. By Miami-Dade County Department of Permitting, Environment aril Reguratoroy D� ..00. 00 . 0000. Affairs (PERA). 0000 : 0000 0000.. ..0.0. 0 . E. MATERIAL CERTIFICATIONS0000.. :*goo: . 1. None. •1090• .. 0000 .. . 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-0311.10 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADS", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. H y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-2 Birdview SkYHPhts d.b.a. Guy E.Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on March 28, 2015. B. TESTS 1. None. .... ...... C. CALCULATIONS '•'•'• •' '• •••••• 1. None. •••••• .... . ..0 ..... D. QUALITY ASSURANCE •••••• •• ••••• . . 1. By Miami-Dade County Department of Regulatory and Economic R'e'sourcel�. •• ••••;• . . . . ...... E. MATERIAL CERTIFICATIONS 1. None. •• •••• H A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-3 C> m • • • • • • • • • • co CT ME 40. • .• 8VS-X10947-A A . . . . . . . .. . • • . . • . . PRESS#2 W • . . . • • • Blot W Na. • • ••• .•• •.• • 1.A.9702 eats,Ho. ].8285 CD EXPOSED - '9"•K' F.P.97aa N -i• • 4 . •• •w• •• • • • • • • • • • PRESS#4 N 1.044 i � i i i i•• i i 1 A10947 a 6.000 1008 Na'1.810947 co .320 P.I. 1.006 F P.10947 i .195 1-.07 Q .750 .070 6 d--006 ' t.cos 613 o70 I �1. I .478 —T7x.01 a ` FLATNESS ACROSS THIS SURFACE 1.036 1.094 H .375 0 22 1�� --.100 t.01REF. W ±.024 ,---.325 tRODUC"i`MSED { 3-000 r as c:au:pig:ng with 91x.flurit::: H ttsttastrrr BwldirgCcdc Acccptar►ce;m /S-'041 3.06 •` ..., �.'�.� D-.ti: Zoe JQ.•\G E N s�•... . �. WMd n Co NOTES:+-oos N 0.12847 * 1. x¢90 TYP. WALL THKN. EXCEPT AS NOTED. * 2. BREAK SHARP CORNERS AT .015 R. •. sTATE of .•u: TOWER EXTRUSIONS, LTD. � • � ��. � D PR 4 0 SC KG 7-73-06 P • S 1 1- -04 NAVE o R���C; g, �,,, N' - ' - BIRDVIEW SKYLIGHTS .sd v� o ccs ALlPC. '•:SS�ON A�-�•�` $ �S s Ley V,,j 1� t e I'.�"0 H i"�I s "'. �'r r t r t s t t►t�� � ?>i t9 l$ AWN 1.076 7.ercae sizE 4-2"-95 D LOUCH tet o 96 5" SELF—FLASKING EST.A0. e<(; �- F 2 eft. 1.291 Z 4 ass utar aE o¢N). BVS-Xt0947-A S � z+.eea 19 , Full L s0;rl� eo63 BVS--X10947-A o 0 0 T OUTER POLYCARBONATE DOME(GE LEXAN XLIO OR SHEFFEILD MAKROLON SL)1/8"THICK 2.373" f INNER POLYCARBONATE DOME(GE LEXAN 9034 OR SHEFFIELD MAKROLON 0P).100"THICK* #10 X I"HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2"ON CENTER THEREAFTER .125"EXT.ALUMINUM ANGLE(6063-T5) 10%O,F SPAN,4"MIN. G.E.SILICONE ADHESIVE SEAL(SCS 1000) 1.50" CONTINUOUS 10164 SANTOPRENE RUBBER GASKET#1409 CONDENSATE GUTTER WITH 0.25"WEEP HOLE LOCATED AT EACH CORNER 010 X 3/8"SS HWHSMS LOCATED 3 7/8"FROM EACH CORNER AND 7 1/2"MAX ON CENTER THEREAFTER NOTE:This design can also be used for other smaller skylights .090"EXT.ALUMINUM CURB FRAMING(6063-T5) as long as the longside does exceed 105 1/4"and the short side NOM does not exceed 80 1/4"and maximum presures do not exceed ALL ALUMINUM TO BE 6063-T5 ALLOY 7.0" positive 60/negative 80 psf,and total roof opening dimension FULLY MITERED AND WELDED AT CORNER 4"MINUMUM SEE does not exceed 50.875 square foot. ROOF DECK AND SUPPORT(DESIGNED BY OTHERS) GENERAL NOTES#2 6.0" SEE GENERAL NOTES#1 #14 X V PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER,MAX ON CENTER 7 112".WITH MIN.ROOF DECK PENETRATION OF 7/8" 3.0" O C ROOF MASTIC MAXUM ROOF OPENING DIMENSION 74"X 99" ALL UNITS EQUAL TO OR LESS THAN 50,875 Sq.Fl. ROOF DECK 13©71/2"=97 I/2" 3 7/8"(TYP.) 07�� (BY OTHERS) 14 SCERWS LS I_ 3 7/8"(TYP.) TOTAL 50 SCREWS DESIGN PRESSURE RATINGT —F AT LOCATIONS V1PIN N.TOLAT FL.REG.#12847 P P 466FOST NER LAYOUT 10 7 I/4"=72 1/2" A,B&C FOR THIS SKYLIGHT. 15123 LANTERN CREEK LANE POSITIVE+60 sf NEGATIVE-80 sf 801/4" • ••• $ • • • •• Q FOR OTHER SMALLER SIZES HOUSTON, [){7,068 • • •L9=LONKi SlDlii • I I SCREWS SS I ' • • A-*OJT • PROVIDE FASTENERS©7 1/2" • LARGE MISSILE IMPACT RESISTANT •• 000 •• • ON CENTER EACH SIDE PeOnuc'r RnviseD i —105 1/4" mnepttiup xiih the PloPd4 BIRDVIEW SKYLIGHTS �GENERAL NOTES e�"ual14we o l Acapuire No I. THIS DESINGaCOi+iPLltl WITI1A%kND M • sAuo�o 6 THE CLEAR CHOICE oY �8 S is 201 LONGHORN RD.FT,WORTH TX.76179 2. 4"MINIMUM D AN4F FWl4A`NG41.1P V I%PF SVRCACE IS FOR SHINGLE 3 �" TEL:8 17-439-9266FAX:817-232-8468 OR BUR WIT((� t!I'IN llL.ATION • • • • • • `s�OftO DATE:3-19-2015 MODEL:GSF-DADE FOR INSULA7[ N AN�ROOF TIMES AMD THE Vl#,§HIECHT AND THE DRAWIN INSULATION THICKNESS TO THE 4't MINIMUM HEIGHT. SCALE: S • • • • • • • • • • • •• •• ••• •••• •• •• ••• • • • • VIP r- TVFMD 7MAR -29 2 116j�L- MecaWind Std v2 . 2 . 7 . 0 per ASCE 7 Developed by MECA Enterprises, Inc. Copyright w w.mecaenter rises.ccm Date : 3/28/2016 Project No. OQ2711156 Company Name G.D. KLIEGER, INC. Designed By GER HON KLIEGER i(PE #36109) Address 1909 HARRISON ST., STE 209 Description City HOLLYWOOD, FL 33020 Customer Name State P: 959.923.2111 Proj Location N.t� File Location: C:\Users\G\AppData\Roaming\MecaWind\Default.wnd �1t`f•/ ~ Input Parameters: Directional Heights Building (CM 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure to Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.,00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht 10.0 ft Type of Roof = FLAT RHt: Ridge Ht 10. Ent: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = Overhang fr•+�rr� Bldg Length Along Ridge = 100.00 ft Bldg width Across Ridge= 100.00 ft Gust Factor Calculations ?'?_(4 ,.....•, G `: Gust Factor Category I Rigid Structures - Simplified Method �\CEAYS••• Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 0.85 i F Gust Factor Category II Rigid Structures - Complete Analysis a No. 36109 � Zm: 0.6*Ht 15.00 ft. lzm: Cc*(33/Zm)^0.167 0.23 R Lzm: 1*(Zm/33)^Epsilon 927.06 ft" 'J ' STATE OF Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.89 t�'.P 1r Gust2: 0.925*((1+1.7*lzm*3.9*Q)/(1+1.7*3.9*lzm)) 0.87 a 0� p►•.'•� �css .RIO _ ''��� Gust Factor Summary ••• 1 •• Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 0NA 'r,* �0 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 9.00 ft n Description Width Span Area Zone Max Min Max P Min P MAX C�GG �P GCp--- Psf sf I f �tXL P fJ� ---------------------ft-----ft----f t^2-------------------------- SKYLIGHT (2) 9.00 9.00 16.0 2 0.28 -1.66 15.61 -62.36 Khcc:Comp. & Clad. Table 6-3 Case 1 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.99 psf (,4X4✓A1A10 .. ... .. . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I R1ONCETVVEID - MAR b 2016 ROOFING APPLICATION S .128• Y f f K STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND -S tf PRESSURES FOR LOW SLOPE-ROOF 4.1. Scope 3. Applicability 1.1 This roofing application standard has 3.1 This application standard applies to: been developed to provide a responsive a. exposure C and D category build- 0000 uild- .•0 0•. method of complying with the require- ings;and •••••• mer$s of Chapters 15 & 16(High-Veloc- b. building heights of less than or • ..•..: ity hurricane Zones) of the Florida ••••�� � BuifdiM �S'ode, Building. Compliance equal to 40 feet;and '. .. g.. S' P C. roof incline (pitch) is not greater • with tie requirements and procedures than '!Z in.:12 in. ...... . .. •• •• • herain eciried, where the pressures •.••. ... ....�. d. risk category II buildings. •• ;•• (Pasd)have been determined based on Ta- .•••: •• •• ble i or Y of this standard,as applicable, do not 6 eguire additional signed and 3.2 Using Table 1 or 2-below, as applicable, sealeel•en ineerin design calculations. determine the minimum design pressure ••• r c g g for each respective roof area,which corre- sponds All other calculations must be prepared, �;••• 0.0 siame eand5ea)ed by a professional engi- to the applicable roof height .. ZD •••0•• neer or registered architect. range. 2. Definitions 3.3 Referencing the selected Roof Assembly Product Approval, check that the listed maximum allowable design pressure for 2.1 For definitions of terms used in this appli- the particular approved system meets or cation standard, refer to ASTM D 1079 exceeds those listed in Table 1 or Table 2 and the Florida Building Code,Building. above,as applicable. TABLE 1—RISK CATEGORY II EXPOSURE CATEGORY"C"1,2 MINIMUM DESIGN WIND UPLIFT PRESSURES,IN PSF FOR FIELD[Pasa(1)],PERIMETER[Pasa(2)] AND CORNER[Pasa(3)]AREAS OF ROOFS FOR EXPOSURE"C"BUILDINGS Roof mean height(below) Pasa(1)(Field) P (2)(Perimeter) P (3)(Corners) 20 -42.8 X71.7 25 -44.8 -75.1 -113.0" 30 -46.4 -77.8 -117.2 35 -48.1 -80.6 -121.3 40 -49.4 -82.9 -124.7 'Calculated in accordance with ASCE 7. 2 Pasd=0.6Pu11 FLORIDA BUILDING CODE—TEST PROTOCOLS FOR HVHZ,5th EDITION(2014) (RAS)128.1 ;RAS)No..127 / ® TABLE 1-RISK CATEGORY 11 EXPOSURE CATEGORY"C"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD[Pud(1)],PERIMETER[Paad(2)]AND CORNER[Pasd(3)]AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 ROOF >2:12to !_6:12 >6:12to!_12:12 SLOPE Pasd(2)& Roof mean height Pmd(1) Pas,(2) Pasa(3)2 Pal(1) PQ,(3) !_20'• -39.1 -68'1 -1'00.7.' -42.8 -50.0 • • •••• >20'to 4K425' -40.9 -71.3 -105.4 44.8 -52.3 ...... • ••••• >25'to!_3.0' -42.4 -73.9 -109.3 -46.4 -54.3 •• • >34'te ig& -43.9 -76.6 -113.2 -48.1 -56.2 0 0 0 0•• 0 0.0 >3510 49 -45.1 -78.7 -116.3 -49.4 -57.8 ..... .. .... • l CzMVlatVin accors�Z;Rh ASCE. ••••; 2 For Hyp Roofs with sWg*•5.5:12,Pasd(3)shall be treated as Patd(2). 0000•• 3PaldrQAult 000000 • • 0 • 00 0000•• 0000 • 0 0000 TABLE 2-RISK CATEGORY II EXPOSURE CATEGORY"D"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD[Pasd(1)],PERIMETER[Pasd(2)]AND CORNER[Pasd(3)]AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 ROOF >2:12 to !_6:12 >6:12to!_12:12 SLOPE PJ2)& Roof mean height P.d(1) Pa d(2) Pa,(3)2 P,,,d(1) Pasd(3) !_20' -47.0 -81.9 -121.0 -51.4 -60.1 >20'to 5 25' -48.8 -85.0 -125.7 -53.4 ` -62.4 >25'to!_30' -50.3 -87.7 -129.6 -55.0 -64.4 >30'to_!35' -51.5 -89.9 -132.7 -56.4 -65.9 >35'to!_40' -52.7 -91.9 -135.8 -57.7 -67.9 l Calculated in accordance with ASCE 7. 2 For Hip Roofs with slope 5 5.5:12,Pod(3)shall be treated as Pld(2). 3 Pas,=0.6Palt (RAS)127.2 FLORIDA BUILDING CODE-TEST PROTOCOLS FOR HVHZ,5th EDITION(2014)