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RF-17-2030a/444- 571,i/76,a-6 124fl2OQ Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 8/16/2017 Permit NO. RF -8-17-2030 Permit Type: Roof Work Classification: Tile Pennit Status: APPROVED Expiration: 02/12/2018 Parcel Number Applicant 533 NE 92 Street Miami Shores, FL 1132060141140 Block: Lot: DARYL TRAWICK Owner Information Address Contractor(s) PAUL BANGE ROOFING, INC. Phone (954)981-7663 CeII Phone Phone Cell Valuation: Total Sq Feet: $ 39,581.00 4000 Type of Work: Re Roof Additional Info: RE -ROOF TILE ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $24.00 $4.88 $4.88 $8.00 $325.00 $9.00 $32.00 $907.76 Pay Date Pay Type Invoice # RF -8-17-64838 08/16/2017 Check #: 4791 08/10/2017 Check #: 4761 Bond #: 3487 Amt Paid Amt Due $ 857.76 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the is -nye to . e of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and strict ••n • ity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this perm I assum •onsi• I br all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEC ' /CAL, P //NGC 'ANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER constructi foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating horize - above-named contractor to do the work stated. A thorized Signature: Owner / Applicant / Contractor / Agent Buildi g Department Copy August 16, 2017 Date August 16, 2017 1 icLb14-ha 7V4 LFo(t 1a2-3 elldn 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 RECEIVED UG FBC 201U BUILDING Master Permit No. 12..c 1��2of PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5 33 I) q-2., 54-v City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 1 ` 32.b Co ' o (1-I - ) l'4 0 Is the Building Historically Designated: Yes NO 'C Occupancy Type: Load: Construction Type:Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ,..1 1 1 YG 1 .91ci Phone#:`SY12S - g7s Address: ,6—,3 3 Ng" 9,0 _571i-e--C---1- City: e fCity: /Minn; Shb kL s State: FIGS. Zip: 33318 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Q/1.4) L ,&rnN1,5e f200 `7l�dD c$1n) Address: Phone#: q) Qll —7 al 03 City: </ ) ice, State: f1ct, Zip: , 3&' /7 Qualifier Name: A -b l._ /J l ,y, 5 "e -tac Phone#: State Certification or Registration #: CC -66336 9 / Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: p� Value of Work for this Permit: $ 3q , 5 8 1 Square/Linear Footage of Work: 6/000 Type of Work: ❑ Addition ❑ Alteration ElNew Description of Work: —R-e—‘,00C'- i !C/� -o© ,Repair/Replace ❑ Demolition Specify color of color thru tile: -be,. 'l L ? v -o_ Rc.A. , C Submittal Fee $ Permit Fee $32 • 03 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 60:)• CO TOTAL FEE NOW DUE $ 35.-' -9 (Revised02/24/2014) ac,`..G. 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 apprgved and .- inspection fee will be charged. Signature The foregoi OWNER or AGENT CONTRACTOR instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 01 day of aa�4U , 20 1,--1 , by i7 day of n , -a 13 , 20 c , by ,a/� 1 1rGw i GK-, who is personally known to ld i! Dilw�,-e'Yn... , who I me or who has produced VD L. as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: Notary Public Stere ' r'Inntio Yvette Borromfl, * My Commission orad Expires 03/23,207'0' **********,tK>Ittjt>tcafttt*ttt�t##** Sign: Print: Seal: los Notary Public State of Florida Yvette Borromeo y,-' T My Commission FF 974520 .4or wd* Expires 03/23/2020 ************tint******it * APPROVED BY 'r Plans Examiner (Revised02/24/2014) ****at**it******************** Zoning Structural Review Clerk • Miami Shores Village Building Department 10050 N.E.2nd Avenue 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 10050 NE 2nd Ave Miami Shores, FI 33138 // Re: Owner's Name: ..V L/ / %rzr�-t 4 l? Property Address: S3 3 7✓ E Roofing Permit Number: Dear u' ding 0 ' ' I: C certify that I am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition • the South Florida Building Code (1994 SFBC) Date: P— /J7 Ignature J`,... y G1ti,►� ^� L�z Print Name State of Florida County of Dade The undersigned, being the first duly sworn, depossee and says that he/she is the owner f Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Larg 4 • r the above,perty mentioned. a°,PPc n (1' Notary Public State of Florida Yvette Borromeo My mmission 974520 or �o ExpiresCo031231202FF0 • When the just valuation of the structure for purpose o a. • • taxation 's equal to or more than $300,000.00, an. i . ing was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 41.. 6/28/2,017 t. 410, Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1140 Property Address: 2015 Owner $383,743 Mailing Address $307,196 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/5 / 0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,651 Sq.Ft Lot Size 12,800 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $383,743 $320,290 $307,196 Building Value r $399,712 $402,751 $405,790 XF Value $25,000 $25,184 $19,224 , 5 Market Value $808,440 $748,225 $732,210 Assessed Value $613,855 $601,230 $597,051 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $194,585 $146,995 $135,159 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. Coun y, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 13& 14BLK57 LOT SIZE 100.000 X 128 OR 18634-2845 05 1999 1 Generated On : 6/28/2017 Taxable Value Information Previous 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,855 $551,230 $547,051 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $588,855 $576,230 $572,051 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,855 $551,230 $547,051 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,855 $551,230 $547,051 Sales Information Previous OR Sale Price Book- Qualification Description Page 05/01/1999 $300,000 18634- 2845 Sales which are qualified 02/01/1999 $227,900 18566- Sales which are qualified 1310 07/01/1998 $0 18218- Sales which are disqualified as a result of 0638 examination of the deed 10/01/1988 $139,000 13852 -Sales which are qualified 3011 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: 6/28/2017 Miami -Dade Official Records - Print Document IEC 18634p;.2845 . • THIS DOCUMENT PREPARED .Bic • • AND.RETIIRN TO: • Lynn D. Solomon, Esq: Simmons & Clyne, P.A. 145 N.W. Central Park Plaza, Suite 200 Port St. Lute, FL 34986 ' Courthouse Annex Box 9 PARCEL I.D. NO.: 11-3206-014-1140 998288069 1999 .1011 03 11157 DOC8TPDEE• 1,800.00 SUM 0.00 • HARVEY RWIH, CLERK DADE COUNTY, FL. • This Warranty Dee Made this 20th day of May, '1999 , by Easy Homes, Inc., a Florida Corporation, hereinafter called the Grantor, to Daryl'Trawick and Charlotte A: Trawick, hnsband.andwite„whose post office address is: 533 NE 920° Street, Miami Shores, FL 33138; hereinafter called the Grantee; • • • •• . . • (Wheneuee used he eN the semis 'armor' andlerantee• hid* all the panic m this Gurnentera raid she hebs, legal reprrsoaa Iwz and antis of indivr&mis, and the successors and assigns of oorporadons.) Witnesseth: That the Grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in Miami -Dade County, Florida, viz: • Lots 13 and 14, Block 57, of MIAMI SHORES, SECTION TWO, according to the Plat thereof, recorded in Plat Book 10, at Page 37, of the Public Records of Miami -Dade County, Florida. • : Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. • To Have and to Hold, the 'same in fee simple forever. And the Grantor hereby eovenants with said Grantee that the Grantor is lawfully Seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against • the:lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 1998. Subject . To restrictions, reservations, limitations and easements of record, if any; this reference to said restrictions shall not operate to reimpose the same; and zoning ordinances affecting said property. And the Grantor hereby represents and warrants this is not the sole asset of the Corporation and Shareholder approval is not required. • https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry35G%2fH%2f6ylY6wg%2br%2fFRaBYrNgTB3Unt3cAZJ K%2... 1/2 6/28i?O 17 Miami -Dade Official Records - Print Document 1g 18634 W2846 In Witness Whereof, the Grantor has signed and sealed these presents the day and year first • above written. • Signed, sealed and delivered in our presence: Wi ss exander Meirt(eS Printed Name Witness • �.. nn Snlorn V) . PrintecfName STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged Fernandez. as President of Easy Homes, Inc., known to me or .Qi;) Who has .produced did not take an oath. • • 012\warranty deed trawick By: Luis M. A0r-: Easy Humea, Inc.,• 6073 N.W..1'7th Street. Suite C7. Miami, FL :93015 . Easy Hom Flo 'da Corporation esident. Ammon,V4 CMuwow CON" � O • AtCORD MIMED • ascanctuiri https://www2.miami-dadeclerk.con/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry35G%2fH%2f6ylY6wg%2br%2fFRaBYrNgTB3U nt3cAZJ K%2... 2/2 DAVIE: 954-792-ROOF (7663) Pat Bump STATE CERT. CC C033691 N. BROW: 954-566-ROOF (7663)LICENSED AND INSURED 'R S. BROW: 954-981-ROOF (7663) jilglj 7000 S.W. 21 ST PLACE DADE: 305-981-ROOF (7663)DAVIE, FLORIDA 33317 jj FAX: 954-964-ROOF (7663) 1 r{�i. Member of 1.877.981-ROOF (7663) VroposSed Better Business Bureau PROPOSAL SUBMITTED TO DATE 6-17-2017 PH0Ne305-725-5875 NA•lE Mr, Traywick JOB NAME Mr. Traywick STREET STREET 533 N.E. 92 street CiTYSTATE ZIP • CITY Miami Shores SIATE ziP33318 I-L EMAiL We hereby submit specification and estimate for PREP. WORK ® Remove existing roof to a clean workable surface and dispose of debris. gl Replace rotten sheathing at $ $4.00 per foot. SHINGLES Not Applicable O Install # base sheat. drip metal. resistant shingles. Color ❑ Install in. eave ❑ install figerglass fungus (Plywood replaced by square ft.) 100 feet free N install new lead flashing to all plumbing vent stacks. if) Install new 26 gauge 16" galvanized metal to all valleys and tie-Ins. La Exposed 0 Net Exposed Overhangs Citi Type of roof to be removed ( TjIe 1• ❑ Mfg. , METAL Not Applicable ❑ Install under layment. ❑ install # fire barrier. 0 Install eave drip metal. FLAT ROOF / LOW SLOPE Not Applicable 0 Install # base sheet as per code. 0 Install metal roof.. TILE 21 Install #Premium 30 Lb base sheet. In. eave drip metal. 0 install ptys of ply IV figergiass felt. ❑ Install in. save drip Metal. 51 instalI 3X3 0 install mineral surface cap sheet. N Install Tile seal tile underlayment. 0 Install tappered insulation: Yes No Q1 install tile set In Foam *Please Initial fill Repairs Price includes all new Dade County approved high impact bronze over clear skylights. Price includes engineering, permitting, re-nailing and dump fees. Roof qualifies for a Paul Bange roofing lifetime warranty with active O.C.C. Membership. Weherby/Acme 13Mrdshtaborandmaterialscampteteinaccordancer hthsabowliooaforesaanat Thirty nine thousand five hundred eighty-one and no/100 data 09,581.00 1 ;wart tobsmasa as&lore Ygrene METHOD OF PAYMENT: WARRENTY TO ORIGINAL OiNNER: Paul Bang° Rooting inc. warreots CUSTOMER IS URGED TO COYER FURNITURE AND OTHERWISE PROTECT THIS COUFRACT IS SUBJECT TO OFFICE APAROY• Authorignaed ;ed Sil= workmanship fora period of Five years THEIR PROPERTY Rooting James Shuster (954) 410-3003 ', / A.r0"ANC Fp EORoP08AL ACCEPTED- :.WilWG� (y Ze(2 D J NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //'" 3)0 L0 -o1`- - //4 A3t 3 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal d crip ion of propterty and stree ddress: LO -Y( 2. Description of improvement: D y - E ��. O\LA 5.33 , 63/�_%'s-j tUhiI iElll 1I1I Mil VIII VIII VIII Ilil ILII C=F14 2/0i iF�r_u e-4-5406 OR BK. 30J33 Ps 4457 ( i Pss ) ;r'_[RDE 08/0 n017 11 -tRaiY.'1 h'I_?Vl.Ny i:L.,,_f.'it. OF COURT riI:ANT•-[::f'ai;%E C:0NTYr Fi._O;' Oi'1 3. Owner(s) name and address: Interest in property: O VAN_ r 1-6` rt 3 7[3S Name and address of fee simple titleholder: 4. Contractor's name, address a d phone number: 7DOD SL -Y 1�L/ �f/ -eab(3 5. Surety: (Payment bond required by owner from co ractor, if any) Name, address and phone number: Amount of bond $ S r FL,;j,,.�„�� (;r t,;e,'TY Of G """`' 6. Lender's name and address: 1, t'C';'t ^' `'. ''"t a 4 ""� , 7. Persons within the State of Florida designated by Owner upon whora.,i S,tor other Mments may be, served prov,dett, y Section 713.13(1)(a)7., Florida Statutes, H�a 61 ZUlf—i Y2 '9 _ _ __ j 1 iI (IL. Ih, i'.5 • r!c;r r3'vi('S• ,:a4a, ° `` �. .2 wrn CLERK, Pi end�;;w;tiq Gtxtll`s `�,. ti,; Name, address and phone number: / 8. In addition to himself, Owners designates the following person(s) to Al. ,,,,,,•r -..-t4 ►. . - - 4.provide 713.13(1)(b), Florida Statutes. , 1 I ' I J� � I 6 - Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR N.TICEF COMMENCEMENT. Signature(s) of(9w Prepared By w Print Name ' Title/Office STATE OF FLORIDA horized Officer/Director/Partner/Manager Prepared By Print Name t Fa-+rr Title/Office D^t"-i'• CL e7 Paul Cr,lf_i•-n 21• COUNTY OF MIAMI-DADE )� �� , IQ j The foregoing dividually, or ❑ as ~r `✓ i\---'12'Aa r ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in • -:re true, to tjle best of my knowledge and belief. Signature(s) o By 123_01-52 GE3 6/12 CHRISTY GOGA Notary Public - State of Florida Commission # GG 102127 My Comm. Expires May 19, 2021 Bonded Through National Nolary Assn. )'s Authorized Officer/Director/Partner/Mana By 6/28/^0�17�; Property Search Application - Miami -Dade County OFFICE PROPERTYAPPRAISER �v� Summary Report Property Information Folio: 11-3206-014-1140 Property Address: 2015 Owner $383,743 Mailing Address $307,196 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 5/5/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,651 Sq.Ft Lot Size 12,800 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $383,743 $320,290 $307,196 Building Value $399,7121 $402,751 $405,790 XF Value , 5 $25,184 $19,224 Market Value $808,440 $748,225 $732,210 Assessed Value $613,855 $601,230 $597,051 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $194,585 $146,995 $135,159 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 13 & 14 BLK 57 LOT SIZE 100.000 X 128 OR 18634-2845 05 1999 1 Generated On : 6/28/2017 Taxable Value Information Previous 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,855 $551,230 $547,051 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $588,855 $576,230 $572,051 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,855 $551,230 $547,051 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,855 $551,230 $547,051 Sales Information Previous OR Sale Price Book- Qualification Description Page 05/01/1999 $300,000 18634- Sales which are qualified 2845 02/01/1999 $227,900 18566- Sales which are qualified 1310 07/01/1998 $0 18218- Sales which are disqualified as a result of 0638 examination of the deed 10/01/1988 $139,000 13852-, Sales which are qualified 3011 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: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT Florida Building Code 5th Edition (201 High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF. THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Re uired See List Bei* • •• Low Slope Application A,B,C 1,2,3,4,6,6,7 . Prescriptive BUR -RAS 150 A,B,C 4,6,6,7 •.•. A • • . • • • • A,B,D 1,2,4,5,6,7 A,B,D,E 1,2,3,4,5,6,7 • crete or Cia TII: Metal Roofs A,B,D 1,2,3,4,5,6,7 : • Wood Shingles and Shakes A,B,D 1,2,4,6,6,7 • .. • Other SR -04 //FS As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: • • • • • • • 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation •••• • • •.•• • •. • • • • •• • • • • • . • • •••. • • .••. • • •••• •� • .••• 1•• • • • • • • ••• • • • • FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING 5.31 • • • 1••• • • • ••• • 1••• "Deliveringr[xcellence Every Day" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. Mill 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. fj7't2. Renailing wood decks: When replacing roofing, the existing wood roof dick ;pay havK ti be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane hones) of hl e Florida • • Building Code. (The roof deck is usually concealed prior to removing the existing roorsthm). • • • ..... . • 3. Common roofs: Common roofs are those which have no visible delineatioaikveen 4oifArborinn • unit i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofriia.Gantractou: avid/or • •• owner should notify the occupants of adjacent units of roofing work to be performed. ' • ' • •••• • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside oT the toof ct�ckiii can be' • • •• viewed from below. The owner may wish to maintain the architectural appearance; thhisefoee, roQQiug gail , penetrations of the underside of the decking may not be acceptable. The owner provides the option off• maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the me ior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: T33A/6-- / 0 0 f!' Florida Building Code 5th Edition (2014)Section A Meneral information) r High -Velocity Hurricane Zone Uniform Permit Application F Master Permit No. Process No. Contractor's Name POA!Airs e RIN74» Job Address 53,3 f ?ea rfree ROOF CATEGORY ❑ Low Slope 0 Mechanically Fastened Tile PC Mortar/Adhesive Set Tile ❑ Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes RECEIVED Shingles AUG 10 017 di0 New Roof 0 Prescriptive BUR -RAS 150 ROOF TYPE Are there Gas Vent Stacks? Yes Ncjile CJj • ptenanpg• • • • Re -Roofing 0 Recovering 0 Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) .... . . 000* Steep. Sloped Roof Area (SF) Total (SF), . .. • MO 1000 qoor Section B (Roof Pian) • • • . • • . .... • • .•.. . .• •• • •.. .. . Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers o scuppers and overflow drains. include, dimensions of sections and tev: s, ctea identify dimensions of elevated pressure zones and location of parapets. . ... . •. 00 erfl.w .. ... • .• .. ... • . .. ... • . .. . . .. .. .. ... . . ... • • ••••• • • _1 ■I r! ■■ :■IRRU■IIIM t.� M■1 •iii•�■ ■i■ a F*■s,AIRrr ■■■ ■ ii■■■ hi'iIi r■■■■■Imisnu. ii■D■■■■■■■■au■n■n■ p ll .gtsmillimasullm oria.......1 no we vistrinframminr, ■, sowsai�i■■' r..aasI hr:!.f i11� 1.;85a ;!!I�,;a II min MI �b.:.EL ■ ■�auno i■ it ■■111: �� fl■III ' ■ ■■ r, >tinlilir f■�r■i �' ■■ i . i �• g:CNv 'Am 1�,5� Ji �f ■s •� llatv MG alahl:+L■ir /1 ■ ■ JO ! 1 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EG j Notice of Acceptance Number: k Le " n 314 ° 0(O Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: P2:. P3: Maximum Design Pressure , t - , I `I (From the NOA Specific System): '-t • _ _ • /^ �__ /MI Method of tile attachment: M///5e! �� &A..., . ' - -' -' Roof Slope: 3 :12 . . .... Steep Sloped Roof System Descriptiti':'; Deck Type: pe Underlayment: nsulation: .. • .. .. . ... / S T v) 3 0 Fire B mer: Ridge ventilation? astener Type & Spacing: dhesive Typ e Cap Sheet: oof Covering: Mean Roof Height: 2 S Edg/g Type & Size Drip Edge: 3X 3 (V9 e Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values .for Mrwith the values from Mi. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" mr.-4 "( xx0.xls .11,12la)–Mg:'`1,1 i xx `i,0"1l). NOA Wit (P2.-13461 xis Ong s20,i 4N4 --Mg: `1 ci .. 2, Sia NOAM, (par IO t3 xx _:'_ )–Mg: 1,'1i aM,., NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mi) From Table Below 31/10 NOA Mi 4 (9t 1 . • .. Mr Required Moment Resistance*- • • • • • Mean Roof Height — Roof elope 15' 20' 25' - - • •30; • • •- - • •. • •N' • 2I2 34.4 36.5 38.2 - AT' • 42.2 4113011 32.2 344 Resioriug Momatt due to Gravity .37JOr' . :R :. •37.3 AttacbineatResistance - 30.4 32.E Required Mamtat Resistance • Calculated 5:12 28.4 30.1 $1.6 • 3t8: • . lis M . 8:12 28.4 ' 28.0 20.4 • •,(f. • 324 1:12 224 25.0 27.1 : 282: . 30.0 • . . • *Must be used in conjunction with a list of moment based the systems endorsed by thi Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,.. If the F' values are greater than or equal to the Fr values, for each area.of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : _x I: _,___ m _._— x w: = )-W: 3c cos 0: _...—. Fri: NOA F' (P2: x 1: w: )-W: x cos 0: � == Fre: NOA F' (Ps: w: - _. _ J - W: x cds 0: = Frs: NOA F' . ... . • . Where to Obtain Information Description Symbol Where to find Design Pressure P1 orP2orP3 RAS 127 Table 1 or by an engineering analysis prepared by Pll based on ASCE 7 Mean Roof Helen H Job SIte Roof Slope 0 Job Site Aerodynamic Multiplier X, NOA Resioriug Momatt due to Gravity Ms NOA AttacbineatResistance Mr NOA Required Mamtat Resistance Mr Calculated MinimumA Resiatanoe F' NOA RaResistance Fr Calculated AverageTileWc bt W NOA Tile Dinamions 1.. length wwidth NOA All calculations must be submitted to the Banding Official at the time ofpermit application. ••• ... • .•. • .. • • • .•• •••. .•.1 . . MIAM COUNT DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wiviv.miainidsule.gov/economv midslde.gov/economy 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•t ih, • product or material tested for quality assurance purposes. If this product or material fails to peribrein the.attend 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 tg>;eivolce thi%acceptance,, if it is determined by Miami -Dade County Product Control Section that this product or material fai1S to int4e1the • requirements of the applicable building code. .... This product is approved as described herein, and has been designed to comply with the Floritltt Beiid ng Lode. including the High Velocity Hurricane Zone of the Florida Building Code. •• :'':': • •• . . DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Cold. i,Eagld Low Profile Concrete Tiles •• . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI DADE COUNTY APPROVED NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Bel Air Lcnght = 17" Concrete Tile Width = 12'/" Thickness ='/2" Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces MIAMI DADE COUNTY AVFROVE° Lcnght = 17" Width = 12 '/a" Thickness ='/s" Lenght = 17" Width = 12 '/4" Thickness ='/i' Lenght = 17" Width = 12'/4' Thickness = %" Lenght = 17" Width = 12 1/4" Thickness ='/i" Lenght = varies Width = varies varying thickness Test Specifications TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Product ••••• • Desorin4ioir •••• . .. • Flat profile concrete roof iile.equiptred\vilh two. nail holes. For adhesive SeP,, Creel deck or • battened nail -on applirr[ttdr% •° • . Flat profile concrete r•••••• iequili•\kh two nail holes. For adhesiYeat,.direct deck or battened nail -on appliaationg . . . • Flat profile concrete roof tilewith slats firish • equipped with two nail holes. For adhegitrc set, direct deck or battened nail -on applications. .• . Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 . 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Cclotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ! MANIBADECOUNTY APPROVED Test Identifier ERPF -001-02-01 7161-03 Appendix III 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thou 6) 25-7214-(1, 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) .""'• • • • • • •• • Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 . • • •• •• • . • • • • • •• • Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS -112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 •••• • 1�ug:1994 •Y • • • • .. . • Mfy 1994 • • • • • • ••••. Qct.1994 • • • • .••• • • Fcti 1995 • • • • • Mtrch;1995• Dec. 1995 Dec. 1995 Scp. 1996 Dcc. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 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 in accordance with TAS 106 shall be required, refer to applicable Building Code. 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 County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION:. •••• • 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Pohdarrosa D,phbje Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance witt4 oofing•Aerlcation, 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:MT: Width -w (ft)•• Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile• 11.4 1.42 • • •• • ••• • :•'P.03 , .• ••• • Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) 5":12" Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 Eagle, Ponderosa Double Eagle Flat Tile Direct Deck Battens • . .•• . . . ••.• . •••• . Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 MIAMI OADE COUNTY APPROVED NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Tile Application Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) 1 See manufactures component approval for installation requirements. Battens ICP Adhesives Polyset® AH -160 Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2-10d Ring Shank Nails 30.9 38.1 4 Medium paddy placement of 24 grams of PolyProTm. 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 • • '•.., 22.1 2-10d Smooth or Screw Nails (Field Clip) 35.5 35.5 '...: • •Shank ..3¢.8 • • • 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 •' . • 82.2 • ' .... .., 0 0' 2-10d Ring Shank Nails' 50.3 65.5 , • • , • i •-:2a113 . 1. Installation with a 4" tile headlap and fasteners are located a min. of 2W from hand pi tile. Table 5: Attachment Resistance Expressed as a Moment Mr tft-Ibft for Two Patty Adhesive Set Systems • • • •••• • Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset® AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset® AH -160 118.93 ICP Adhesives Polyset® AH -160 40.44 3 Large paddy placement of 45 grams of PolyProT'•'. 4 Medium paddy placement of 24 grams of PolyProTm. • • •.• • ..• • • • ... • .•• Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. MIAMIDADE COUNTY APIROVEO NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 • 5. LABELING : All tilts shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) .... .. .. .... .• . ... .. . . .. .. . • .... . . . . .... . .... . . • • .. .. •... . • . . • . . . • .. ... ... ... • .. BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. MIAMI CADE COUNTY APPROVE(' • • • • • • • • • .. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRANING BEL AIR 12%'•• ••••• • •••• • • • • •• • • • • • •••• • • • • • • •••• • • • • • •• • • • • •• •• •••• • • • • • • • • • • • • • • • • • •• • ••• • • • BEL AIR DOUBLE EAGLE MiAMIDADE COUN APPROYE0 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA • • • • .. • • .... • • •••• .. .. ••• • • • •••• .. • • • ..• • • • • • •••• • • •••• • • • • • • • • • • • .. • PONDEROSA DOUBLE EAGLE MIAMIflADE COUNTY AMMO • ••• • • • • • • • • • • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE MIAMI DADE COUNTY APFROYEU • • • • •• • •• •• • • • •• • • • • • • • •••• • • • • • • ••. • • •••• • • • • •• •• •••• • • • • • • • • • • • • •• • • • • • •• • ••• • • • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 IMIAMI.D�A EE OWITY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Owens Corning One Owens CorningParkway Toledo, OH 43659 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION l 1805 S\V 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ‘1ww.ntinmidadc.eov/ncra 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 PERA - 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.Prodtict Cotytrgl••ection (In Miami Dade County) and/or the AUJ (in areas other than Miami Dade County) reserve taloa: ie to have this product or material tested for quality assurance purposes. If this product or material fails to por€cilm in the eee.pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate'lyterake, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the righftb't'!''oke acceptance, if it is determined by Miami -Dade County Product Control Section that this product of 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 FlotjdaP441ding Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • . • .• • . . • DESCRIPTION: Weatherlocle Specialty Tile & Metal Underlayment • • • . •. . .•• • .. 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 endotsetnent 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. Wally 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 renews NOA# 09-0908.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. ///10/' MIAMI•DADE COUNTY APPROVED NOA No.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Weatherlock® Specialty Tile & Metal Underlayment Dimensions 36" x 33.3' rolls 36" x 66.7' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: MIAMI•DADE COUNTY APPROVED Test Specification TAS 103 Test Identifier R14610 02-012 NEI -006-02-0 I NEI -008-02-01 NEI -045-02-01 NEI -053-02-01 NEI -076-02-01 Product Description SBS self -adhering asphalt sheet material with a white or green glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service • • • .. .. . . .... . • .... .. .. TAS 103 • . TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 • • • .. .. . . • .. • • .... .. . . • • .. • • ...• ate •"Cf3728/02 • 02/28/02 • 04/01/02• "WA 0/02 08/08/07 05/01/08 02/14/11 Wood, non -insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Weatherlock' Specialty Tile & Metal Underlayment 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 roof with Weatherlock® Specialty Tile & Metal Underlayment is acceptable. Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock® Specialty Tile & Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or4ltens are required on roof pitches greater than 6:12".• •••• • . • .. . .. . • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed apprpyr4j of this' prddttct wit)? • specific prepared roofing products. . • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". •. • 9. Weatherlock® Specialty Tile & Metal underlayment niay be used with any approved •laaf'coverjitg/1otice of•: • • Acceptance listing Weatherlock® Specialty Tile & Metal underlayment as a componentVart Uf an ass8M1tly in tht• • •; • Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not Iistkt1731$quest maj' be made •. to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Degartmen4 f'er approval • provided that appropriate documentation is provided to detail compatibility, of the prodttA•wbud upji f resjstancs • and fire testing results. • .• 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. 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 Weatherlock® Specialty Tile & Metal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MtAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAM!•DADE COUNTY APPROVED NOA No.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 Conrr etion (In Miami Dadc County) and/or the AHJ (in areas other than Miami Dade County) reserve the fig1 tcChave t11 l) Oduct or material tested for quality assurance purposes. If this product or material fails to perform in tiie.aocepted glade,, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, mociify,.or suspend the use • of such product or material within their jurisdiction. RER reserves the right to revoke tltis•acaceptan.ce is • • determined by Miami -Dade County Product Control Section that this product or material fails ter meet the requirements of the applicable building code. • •• • This product is approved as described herein, and has been designed to comply with the. Flgr • jcja Build • Building including the High Velocity Hurricane Zone of the Florida Building Code. ••• •• • • DESCRIPTION: ICP Adhesives Polyset AH -160 . • •e • • • • • •• • ••• • • •• 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigcra. MIAMI: ADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 &100 PRODUCTS MANUFACTURED BY OTHERS: ••. • Product Description :::::: Two component polyui+ltlitllg foam adhesive Dispensing Equipment • • • • • • • • Dispensing Equipment • . . • • • • • •• • • •••• • • .••• • • . • •.• • •. Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -1 60 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft? 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. MIAMI DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 01/16M. Trinity Engineering Celotex Corp. Testing Services • • • 7050.02.96-1 TAS 114 • . 03/14/26. ••' P36700.04.12 ASTM D 1623 04/1$112.' • P39740.02.12 TAS 101 02/21/12 • • TAS 123 •••• • ••••• • • • 528454-2-1 TAS 101•••••. 10/2.3f'98 •• 528454-9-1 • 528454-10-1 • • • ' 520109-1 TAS 101 • 12/21411: • 520109-2 ••••• • • • 520109-3 •• •• 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'' AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polysett AH -160. 2. ICP Adhesives Polysett AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset'fi' AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polysett AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintainedlaatween 1.0-1.15 (A): 1.0 (B).• . • • • • 6. ICP Adhesives Polysett AH -160 shall be applied with ICP Adhesives Foam Dispenser RTrI000 or IG? • • • . • • Adhesives ProPackt 30 & 100 dispensing equipment only. • • • • • 7. ICP Adhesives Polyset't 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 rCP Adhesives • • Polysett AH -160 has been dispensed. •• •. .. .••• 9. ICP Adhesives Polysett AH -160 placement and minimum patty weight shall be in accordance+,vith the • • • Placement Details' herein. Each generic tile profile requires the specific placement noteJhierei. • MIAMIDADE COUNTY APPROVED • • • . • .. . • ... • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 head of tile 9-11 sq. inches at overlap 12 grains per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead• 17 grams per bead .•••• • •••• • • • ••• • •• • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • • 34 Beams under pan •••• • • • • • LABELING: • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marlting.of the • • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Airrort" or the Miami - Dade County Product Control Seal as shown below. • MIAMI DADE COUNTY APPROVED • • • • •• • •• • ••• • • • • • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5of11 ADHESIVE PLACEMENT DETAIL # 1 Mail through plastic cement , Paddy IB•noMlr tit) (aflan'aqui/od) 4 • ''\ Nall through plastk cement !when required) `... _.Paddyl8emathTilol Underlay inert MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x i" (25.4 nun) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in sante manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pall Tile. • •••• • • • • 1. Starting at the eave course,.0444); a minilive Z' (50.8 nun) x 10" (254 mm)x 1: (25.4 mm) foam paddy onto the underlayment positionedns shown • under the pan portion of the lil&elosest to tf e • • overlook of the tile being set!: • • ; ••••• • •• •••••• 2. Continue in same manner. DIM :pproximafely 17 (109.7 cm2) — 23 (148.4 cm') square incl:adhesive contact with the underside of the tile. • •• • ••• • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 nun) x I" (25.4 min) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 • ADHESIVE PLACEMENT DETAIL # 2 NAthrough plastic. rsmvnt_ p�tddy(Bai• %Tits( (wfienrequired)\ f,• lj .- undertayntont ....":47°r '"-t; .'N 1 4,. Y \ ti f 'L.. y y 4 Battens optional ., ` '-i.,--''''''N'N , EaV COU,S4 %f.� • 0 4 , ... `ti .` — 77.4.7-, � / ' 1ti 1Qi'n .._4 ,�2 ..,":".:2'-7.("" ' �%':! ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through plastic ce en- (whenre9ulted) by . Paddy lB.n.athTIN) tiodstlayro@nt MANMADE COUNTY APPROVED r ` fascia 1Wrpha. Cave closure blip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a niininiuni 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the undcrlayment positioned as shown under the pan portion of thc tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mrn) x 1" (25.4 nun) foam paddy onto the undcrlaymcnt positioned as shown under the pan portion of the tile closest to thc ovcrlock of the tile being set. ... • 3. Continue in same manner. Insuue•appcoximately.l7" (109.7 cm2) - 19 (122.6 cm2) sq>7aie.inch adTuesive contact with the underside of ttietile • .... • . . . . . .. .. .... • • . . • . • . . . . . . .. • • ••• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement Paddy (between tiles) (when required) Battens optional Paddy (under tile) p 4x4 In. sir un Singlepaddy on undedayment Fascia ---Fave(IOsure Flat/Low ProfllQTile Nall through plastic cement Single paddy under We (when required) Paddy (between tiles) Paddy (under tile) Eave Course MIAMI.DADE COUNTY APPROVED Medium ProflleTIle -- Eave Closure Fascia 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 nun) x 4" (101.6 min) x 1" (25.4 nim) foam paddy onto the underlayment jn.below the second course line position(/ foam pttilily• • under the strengthening rib''pr flat tile, or jyidgr the • • pan portion of the tile, ciosg4t tpJhe und8rjpeli for • the second course tile to be instilled. Insure. • • approximately 8-9 in2 (51.6-4141.cm2) of adhesive • • contact with the underside of tlna•tile. • • • •• •• (Instructions continued on nexttld • • • •••• • • •••• • • • • • �• • • • • • • • • .• • ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plasticce Single paddy under tile (when required) Battens optional Paddy (between tilts) Paddy (under tile) singlepaddy (eonundeerlaymen singer 2x4)n pa on top° tle-- toin. Fasda Weephole Eave closure Drip edge High ProflleTlle MIAMI DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/a" (19 .mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tilt 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 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of thc tile at the head of the tile. Continue in same manner. •••• • • • • • • • • • • • •• • •• • • • • •• • • • • • • • • •••• • • • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq.In.contact Inc.e Underlayment Steep pitch applications when required) Sheathing Eave closure (motarshown) Weephole Fascia Board Remove top portion of therm* course cover tile. Abut to second course of pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMIDADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. •••• • • 3. Turn covers upside down exNosing the uucierside of the tile. Apply a minitp ii, (25.4. rikij w l0" (254 mm) bead of adhesiavp•chectly on the inter edge of each side of the ccmaile. Leve • approximately 3/4" (19 tti>,teto•1" (25;4 M fff from the outside edge oftlm® sib, inwardotme of •• foam to allow for expansion.. • • • • • 4. Turn cover tile over after' foam is appljqA $t c place onto pan tile course.1ii,sfii;e a minimum of 20 (129 cm2) - 25 (161.3 df1112) stluare htbil. contact area on each side of the cover tile to fhe pan tilc. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles arc considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 min) Hailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE INA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • •• • • • • • • • •. • • • . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 01? ACCEPTANCE (NOA} Bird view Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW -26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.goy/economy 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 (AH1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product,cpjtrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tI?e. ighf to have this product or material tested for quality assurance purposes. If this product or mateaialfails to porJ;orun in the accepted manner, the manufacturer will incur the expense of such testing' and the clay 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 Miatni-Dade County Product Control SectiOn• ?In this Orgill:I,or • material fails to meet the requirements of the applicable building code. •••• •. • . • . . a... . . . • This product is approved as described herein, and has been designed to comply with the Hitt Velocity HuM8ine Lone of the Florida Building Code.• ••• • DESCRIPTION: Aluminum Framed Polycarbonate Donned Skylight. APPROVAL DOCUMENT: Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 2,gP2,3trepatp & pi by • Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on March 28, 2015, bedtAlg the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. 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 Miatni-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 shalt be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 1113-0311.10 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 Helnny A. Makar, P.E.; M.S. MIAMIDADE COON APPROVED A o7/o212o/S NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 Page 1 . • . . . Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Alumilllun/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS .1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. .o.„ Terwilleger, PE. .... , D. MATERIAL CERTIFICATIONS • . 1. Notice of Acceptance No. 00-0718.02 issued to General Electric Cbt»perry on • • 09/08/2000, expiring on 07/02/2003. •"" ' 2. Extrusion drawings No. BVS X10947 -A & 11 VS 8554 by Tel Towe; 'yah lis ions .... LTD for Birdview Skylights. *••••• 1 E. STATEMENTS . ' •• 11 1. No change letter issued by Birdview Skylights, on 08/10/2000 and:sigltg by EE Bird. ; 1. No change letter issued by Birdview Skylights on 02/11/03 and sigltefd b9 G. E' 7 d: • . 4 2. EVIDENCE SUUMITTED UNDER PREVIOUS APPROVAL # 08-0611.09 A. DRAWINGS 1. Drawing No. DADE608.1, model "68F -DADS , sheets I & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Ahnninlrnl/Polycarbonale Skylight", prepared by American Test Lab of Smith Florida, report No. 0331.01-08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. E-1 1L( 4 Iiy 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 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 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-DADE ", sheets I & 2 of 2, pPeparect by' . Birdview Skylights dated February 05, 2008, revised on Feb: �Ra. r:22, 20121' signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. •••• •• • B. TESTS •••• 1. None. ••'••' '••••' C. CALCULATIONS 1. None. • •• • • . • . •• . • • • • • • •• • ••• • •• •• D. QUALITY ASSURANCE 1. By Mknni-Dade County Department of Permitting, Environment and Regulatory Affairs (PERE). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0311.10 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF RADE", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin Tolat, P.E., on February 22, 2012. E-2 � 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 • • • Birdvicw Skylights d.b.a. Gay E. Bird Enterprises LTD NOTICE 01? 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 Birdview Skylights dated March P.E., on March 28, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. • • • .. .. • •. • . . . ....- .. • • .. .. • "6SF-DADE ", sheets 1 & 2 of 2 pfepared by 19, 2015, signed and sealed byr. Yfdih N. T La, :. .... . . • • .. • . • .. .. . D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-3 ... • . . .... 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 • •••• • • • ••• •. •• • .• • •• •• • • • • • . • •• • • • • • • 000 • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • elk • • • ••• • ••• • •• • • • •• ••• •• • • • - -6KPbSleO -: - _ •.--1- - - • •-r-le-w- • • • • •• • • • • • •.• •• *.044 6.000 FLATNESS ACROSS THIS SURFACE k.036 *.009 20 .750 .078 P.L t.006 .195 x.070 x--.070 ±.009 .613 070 1-,— r ±.024 3,000 PRODUCT REVISED as complying with :6: Building Cod: Accc;1WnC0 i 0 /6--- 0 Drs: mean BVS-X10947-A (3ivdcu, Skd k:SM'.S 1L3( 5 F,ccb2° . .575 13.014 1.094 - .1%&°°5 .1±251E4-(4, -+1 ) --.325 NOTES: *.00e 1. ,Q 1)?. WALL THKN. ECCEPT AS NOTED. 2. BREAK SHARP CORNERS AT .015 R. R v .0.. P' �� 4 TOOuttc 7-29-06 SC ..i. .1,..2,[11 L:$1 , . 1 WI7FT WAS 11,231 ��' yub-260-95L[��N AL AIiVOAPPCY li.?.E."OrrUi-tSE SIZN OC6 TO coax srm WC: + ur 1.076 S D WrCH 1- S-04 ARP. EST. EST. p[RM 1.291 24964 19 1 7.se 4 OX 40. BVS-X10947-A PRESSII2 is at NI 1.4.9702 Dora. No. 1.1.255 ►R F.P.9702 PRESS; 4 1.A.10947 N•• 1.13.10947 F P.10947 TOWER EXTRUSIONS, LTD. FULL 1iAVC BIRDV1EW SKYLIGHTS 'Ruzi irb. 6" SELF -PLASHING mus SOLID Aimpc 1BVS--X10947-A 8908ZSZLI8 C9:14 SIHOIIANS 83IAO9I9 t00/100A 29904 • 2.373" 1.50' 1 50" 10% O SPAN, 4" MIN. .0" GENLNRAIL N'01 Es 02 3.0' ni,STGN PRESSURE RATING POsITIVR+ 60p1r NEGATIVE -Ropsf LARGE MISSILE IMPACT RESISTANT 60" T 80 /4" — OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEPPEILD MAKROLON SL) 1/8" THICK — INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK NOTE: This design can also be used for other smaller skylights as long as the longsidc does exceed 105 1/4" and the short lido docs not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative S0 psE and total roof opening dimension docs not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 13© 71/2" 97 1/2" 3 7/8" (TYP.) 14 SCERWS LS FASTENER LAYOUT LS ^ LONG SIDE SS - SHORT SID% • • • • • • • • a 105 1/4 lot 810 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER TIIEREAFTER .125" EXT. ALUMINUM ANGLE(6063-T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET 111409 CONDENSATE GUTTERWITH 0.25" WEEP IIOLE LOCATED AT EACH CORNER 010 X 3/8" SS FTWHSMS LOCATED 3 7/8" FROM EACIL CORNER AND 7 1/2" MAX ON CENTER THEREAFTER 090" EXT. ALUMINUM CURD FRAMING (6063-T5 ) NOTE: ALL ALUMINUM TO BE 6063-T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED 13Y OTHERS ) SEE GENERAL NOTES 0 1 014 X 1" PAN HEAD LAG SCREW 3 7/3" FROM EACH CORNER, MAX ON CENTER 71/2". WITH MIN. ROOF DECK PENETRATION OF 7/8" ROOF MASTIC 3 7/8" (TYP.) TOTAL 50 SCREWS AT LOCATIONS 10© 7 1/4" 72 1/2" A,13 Sc C FOR THIS SKYLIGHT. 11 SCREWS SS FOR O'l'I I ER SMALLER SIZES PROVIDE FASTENERS aQ 7 1/2" • • • • ')N CENTER EACH SIDE —• • . • • .•. • BIRDVIEW SKYLIGHTS THE CLEAR c(H2 201 LONGHORN RD, PT. O T TX. 76179 TEL: 817.439.9260 FAX: 817-232.8468 DATE; 3 - 19.2015 r ttAWINO/16(MDEL4 MOI)BI.: 6SF - DADE nu AWNIlV • R WRIT SCALE: NTS GENERAL NOTES • • 1. THIS MING COMPLIES WITH PBC 2010 AND 2014 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE 1S FOR SHINGLE OR BUR WITHOUT INSULATION • • • • • • • • •• IIT. • FOR INSULATION AND ROOF TILES, ADD THE•IILE IEGH'I'? NI5TI11i INSULATION THICKNESS TO THE 4" MINIMI.yJ?F1EI . • • • • •• • • •• • • •• • • ••• •• • • • •4 • • • • • • • • • Pholwcrrsnvtsen v eampllin.a wills the Moira Wilding Conde Z Apahoe Ayfr•Q777J • ° 6 r Inn Dna. . ,/`� 1L i /8 ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. 012847 15123 LANTE N CREEK LANE HOUSTO '.'L 2 77068 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • ENGINEERING Fl ederal & TESTING INC. 150 IN 13th Ave Pompano Beach, FL 33069 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 fed-eng.com DATE: 7/20/17 CLIENT: ADDRESS: PROJECT: ADDRESS: Paul Bange Roofing Order No.: 17-PBR-269 7000 SW 21' Place; Davie, FL Trawick Residence Skylights 533 N.E. 92nd Street; Miami Shores, FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30, Part I Project Information: Skylights Height = 20' Length = 100' Width = 50' Parapet Wall: < 3' Design Calculations: Exposure: C Category: II Slope: 3:12 • . • • . ... . • .... .. . . • • .. • Ultimate Windspeed , ' = 175 mph Basic Windspeed: Vasil 136 mph .... KZ= 0.90 Ka=.O.8.V '....' Velocity Pressure: q = 0.00256*[(0.90)(0.85)(1.0)(136)2] = 36.3 psf Width of Pressure Coefficient: 0.1(50') = 5.0' 0.4(20') = 8.0' } use: 5'0" Effective Wind Tributary Area: <10 ft 2 • . . • • • • • ..• . • • . • For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE 7-10). External Pressure Coefficient: 1) GCP1 = -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 Internal Pressure Coefficient: 1) GCPi = 0.18 • Construction Material Engineering Council American Concrete Institute MIAMI-DADE COUNTY Miami Dade County Florida Department of Transportation • Page 2 7/20/17 Trawick Residence 533 NE 92 Street Miami Shores, FL Design Pressures: 1) 2) 3) 1) 2) 3) Field Perimeter Corners Field Perimeter Corners P1 = 36.3*( -0.9 - 0.18) = -39.2 psf P2 = 36.3*( -1.7 - 0.18) = -68.2 psf P3 = 36.3*( -2.6 - 0.18) = -100.9 psf P1 = 36.3*(+0.5 + 0.18) = +24.7 psf P2 = 36.3*(+0.5 + 0.18) = +24.7 psf P3 = 36.3*(+0.5 + 0.18) = +24.7 psf Maximum Design Pressure Ratings From NOA #15-0413.06 Positive = +60 psf Negative = -80 psf Attachment Requirements for Skylight: .••• • • ••••• • • • •• • •• • • • • ••• • • • •••• • • • • ••.. • • • • •••• • ••• •• .••• •• • • • • • •• • • • • Based on the information provided by the client, N.O.A. requirements, Florida Buildix$ Code 2014 edition and ASCE 7-10 Chapter 30 Wind Loads, the following skylights are approved for use in any Zone 1 or Zone 2 location (minimum of 5'0" from any building corner) at the above referenced structure. All installations shall follow all of the provisions of the referenced product approval (NOA 15-0413.06) and requirements of the Florida Building Code, 2014 edition. Complies with Florida Building Code 2014 Edition, Section 1620.1. Based on N.O.A. #15-0413.06; the following are our recommended fastening patterns for the Birdview Aluminum Framed Polycarbonate Domed Skylight: #14 x 1" Pan Head Lag Screws spaced 3-7/8" from each corner with a maximum of 7 '/2" o/c screw spacing with a minimum roof deck penetration of 7/8". F ENGINEERING & TESTING • • • • • • • • • • • • • 4 v„ ENGINEERING & TESTING Page 3 7/20/17 Trawick Residence 533 NE 92 Street Miami Shores, FL Notes: Corners and perimeter area dimension shall not be less than a = 5'0" All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2014 edition. . Sincerely, Wind load calculations based on ASCE 7-10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. •••• • • • • • ••• • •• • • • •• • • • • Keith•LeBlanc, P.E. 7/11+17 -Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization #5471 Miami -Dade County Certification #16-0203.07 •••• • • •••• • •••• • • • ••• •• •••• • • • • • •• • • • • • • •• • ••• • • •