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RF-15-1767 Miami Shores Village • JULN 2015 Building Department �A 10050 N.E.2nd Avenue Miami Shores Florida 33138" Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 .� FBC 20 N BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (/ / CONTRACTOR DRAWINGS JOB ADDRESS: 7 xvc- / J City: Miami Shores / County: Miami Dade Zip: �3�3 Folio/Parcel#: //"3Z�ol3—l! O Is the Building Historically Designated:Yes NO Occupancy Type: Load: n©Construction Type: Flood Zone: BFE: FFE: Q 4 7G OWNER:Name(Fee Simple Titleholder): V N /.,[� / ,2-F7lcirPhone#: Address: Ar- �0 f Qs 73City: e S State: Zip: Y Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ta -1 v'C Phone#: Address: 2 1,/C0 SC>� 5- 74— City: S City: -- C.t,, State: Zip: r3 3 Qualifier Name: KiAvrLf �s9 Phone#: State Certification or Registration#: C /33�S9Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$22-121 ®y Square/Linear Footage of Work: Z- Type of Work: Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description ion ��o 617 Sp or grcolor thriu tfkv: ? �`�`�' �, _ z Subrtiiftai I"$ Permit Fee$ 3 j ' Q7 CCF Cer ScannineFee,$ Radom-Fee$ Technology Fee$ Training/Education Fee$ `"'`' oie ee$• '� Structural Reviews$ Bond$ _ TOTAL FEE NOW DUE$ 35G•E ,c�J1r (Revised02/24/2014) w (2C l 4-26 S s f.r— 65 _v+(03- 7088 SW 44!'Stinal:Miami,FL 33155 Tei:786-398-9179 Fax:78S-800.2827 aImolln f amali.tx�rrt LAB CERTIFICATION#10.0612-01 SITE SPECIFIC INFORMATION .� UPLIFT TEST-TAS#106 ----_„� Roofing Contractor A&E BROTHERS ROOFING. Permit# RF-715-1767 Job Address 94 NE 100 ST MIAMI SHORES,FL.33138 Owner's Name WENDY SALTZBURG Type of Tile FLAT 13° Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 27.0 ft, Required Testing Force 35 Lbs Date Tested 01121/16 Number of Tests 100 Testing Equipment F.G.E.100 Contact Name EDY Phone# 305-815-7208 LOCATION #OF TEST PASS #OF TEST FAIL Corner 17 Tests 17 Pass Test 0 Fall Perimeter 24 Tests 24 Pass Test D 'Fats Field 25 Tests 25 Pass Test 0 Fail Ridge 34 Te$t$ 34 Pass Test 0 ' Fall TOTAL 100 Tests 100 Pass Test 0 Fall M ACCORDANCE VM THE C 077 Of PRQTOM PA 148,TM ROOK ASSEMBLY NAS PASSED THE STATIC UPUPTQUAUtY=TROtMT THISTAS MS TW HAS SEEN iERMWED IN FULLACCOROANCETO THE IANNUC41DADSCOUNTRYPATHIMM1ATO TOAEPOATANWOUAAANRWNCASEOPCASEOPNA1URAt.CISASTSAS.'iHISRSP=1Y13W VAMMMMUMT . W0. } 4. , s* In A � ~ 'e P:E:4.6744b*` a s A-1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspection ,gmail-com LAB CERTIFICATION#14-1215.04 r 01/21/16 PERMIT.#RF-715-1767 94 NE 100 ST NIIANH SHORES,FL. T T T T T T T T T T T T T T T T T T T, T ? T T T T T T T T T IT T T T T T T ? • Ftti RQiDF T ? T T FLAT T ROOF T T T T 7066 SW 44 Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627 Miami Shores Village � . S Building Department y 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: Mlami Shores Village Building Department Date: 7 gyp//S- 10050 � 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: [ Property Address: Roofing Permit Number: Dear Building ial, y_ certify that 1 am not required to retrofit the roof to wall connections of my building use: qe&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'compliants with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signa Pd e State of Florida County of Dade The undersigned,ging the first duly swom,deposes and � ays that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of �L 2 pl S Notary Public,Sate of Florida at Large N*Wy Public-state"t�At • Wtw the just valuation of IN structure for pwpose of ad � � tiffs ti0111�I;�ig�� ng was not constructed with FBC trot'a 1994 SFf .Then you nwst pnp+�e a buUd�9 appl&attbn fry a bt dte R Watt l��tiert�turf�arre n. Reviad on rd21ON ' Miami shores Village ..,. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Rf Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: 2- /,/I INSPECTION AFFIDAVIT licensed as a(n)Contractor/Engineer/Architect, (Printruurre ct�e t T FS 468 Building Inspector License#: 00C On or about --�;72 S I did personally inspect the roof deck nailino (Date&tirrre) work at /0 (CoffpW Job Site Aftess) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned,being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this2 4 day of Notary Public, Sate of Florida at Large ALEJANIM BRrrO Notary Public•State of RoWa 'general.Build.Residential,or Roof(ng Cormacrs:or artp luaf.ce .S Comm.Expi s Jia 10 of each pita of the roof with pemdt#and address a dearly shown nx♦rked on the deck for eadf 1 ° �'�•••• Revd on(7110014)52112M Notice of Preventative Treatments for Termites (As required by Florida Building Code(FBC)104.2.6) TARGET Pest Control 305-262-2322 Address of Treatment or Lot/Block of Treatment Dat Time � M•-J�-t�lsd�it�j Applicator Product Used Che cal used(active ingredient) Number of gallons applied Percent Concentration ,Area treated square feet) Linear.feet treated Stage of treatm nt(Horizontal,Vertical�Adjoining Slab,retreat of disturbed area) As per 104.2.6-If soil chemical barrier method for termite prevention-is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line •� C:Tocunmts and SetdngsMegOcU.ocai SettingsWempowy Intemet F WAOLKIVOTreetment Notice.doc a rf a 10050 N.E.2nd Avenue Miami shores,FL 33138-0000 Issue Date:Not Issued Expires:01/11/2016 Phone: (305)795-2204 Fax (305)758.8972 Proled Address Parcel No.. Treat No. Block No. Lot No. Section Township 94 100 Street 1132060131190 Miami Shores,FL Owner Information Address Phone Cell DONALD SALTZBURG 94 N.E.100 ST. Contractor(s) Phone Primary Contractor Required Inspections: A&E BROTHERS ROOFING,INC. (305)815-7208 Yes FW-P-d--ff4(866)701-3366 Inspection IHR Proposed Construction/Details RE-ROOF&NEW ROOF ON NEW ADDI'MON Valuation: $ 22,200.00 See Permit Record Total Sq Feet: :J7: 712 Fees Due Amount Total Amt Paid Amt Due CCF $13.80 DBPR Fee $4.88 $705.56 $380.56 $ 325.00 DCA Fee $4.88 Education Surcharge $4.80 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $18.40 Building Department Total: $380.56 Copy Friday,July 24,2015 2 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 ail 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 s ' Signature WNER or G NT CONTRACTOR The foregoing instrurn nt wa�ac nowledged before me this The foregr�mg instrument was ac now dged before me this T' day f � 20 Is- .by �T_rday of `'' r 20 �'r ,by who is personally to PACl" f'c. �7G1�5S who is personallyok g to me 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: —41 4 Z Print: Print: r9 rw G Seal: Seal: ALEJANDRA 8RIT0 ALEMORA 8RIT0 Notary Pubito-State of MY Comm.Expires Jun 10.2011 Commission FF 101837 Commies a FF f0 837 plans Examiner ing UPI 7�- APPROV Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWS,SECRETARY STATE OF FLORIDA DEPANT OF BUSINESS AND PROFESSIONAL REGULATION f _ NSTRUCTtQN INDUSTRY LICENSING BOARD CCC133=6 Wl . . The ROOFING CONTRACTOR ;`' , Named below IS CERTIFIED ` Under the ins of Chapter 489 F . Expiration date: AUG 31,2096 ESP' NOSA,ENDURYS EDDY A 8 E BROTHERS ROOFING,1.1 IC. • 8400 SW 37TH STREET MNAMI FL 33155 WSIMED: 01115=5 OISMAYAS REQUIRED BY LAW SEC10 L1■111 7 3 ' d6 , Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILI.-DO NOT PAY LBT 7126709 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES A&E BROTHERS ROOFING INC RENEWAL SEPTEMBER 30, 2015 OPERATING IN DADE COUNTY 7404023 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED A&E BROTHERS ROOFING INC 213 SERVICE BUSINESS BY TAX COLLECTOR CIO ENDURYS E ESPINOSA PRES 82.50 07/15/2015 Employee(s) 1 0247-15-005028 This Locai:Buimess Tax Receipt only confirms payment of the local Business Tax.The Receipt is not a license, permit or a certification of the holder's quolUicatioms,to do business.Holder must comply with any governmental Of nmiloveramentai regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed at all commercial vesicles-MImml-Dade Code Sac Se-276. ® Fe more inform,visit Policy Number200009010000716 Date Entered:7/14/2015 ACO® DATE(MMmDnYY» CERTIFICATE OF LIABILITY INSURANCE 7/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHOR12ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cerdflcate holder M an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and condMore of the pollc%certain policies may require an endorsement. A stabinwit on this cerdfleate does not confer rW is to the cerdficate holder In lieu of such endoree s. PRODUCER 12W. Alex Blanco De Zayas Insurance 10110 SW 107 Ave. PHONE .(305)274-1234 Faxmi:(786)472-6807 AL=DEZII.YASINSURaNCE.Cava MIAMI, FL 33176 INSURER(S)AFFORDING COVERAGE NAIL• I A.Mesa Underwriter Specialty Ins Cc INSURED A & E BROTHERS ROOFING, INC. INSURER S. Mr ENDURYS ESPINOSA INSURER C: 8400 SIP 37th St INSURER 0: Mimi, FL 33155 INSURER E: F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADDL Stw EFFLTR TYPE OF INSURANCE POLICY NUMBER POLICY Y LIMITS L COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 cLAIMs-MADE ❑OCCUR MP0009010000716 2/07/2015 2/07/201ePREMISES Me cowrmnop) DAMAGE TO RENTED $100,000 MED EXP ore peBon $5,000 PERSONAL a ADV INJURY $1,000,000 GENT.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 JE "LOC PROOUCTs-COMProP AGG $2,000,000 POLICY[:1 OTHER: $ NED SINGLE LIMIT AUTOMOBILE LIABILnY C201mem $ _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per aocMent) $ AUTOS AUTOS $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS $ UMBRELLA LIMOCCUR EACH OCCURRENCE $ EXCESS LJAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION r, $ WORKERS compEumnoN I PER AND EMPLOYERS'LIABILITY YIN TAT TE ANY PROPRIETORIPARTNEWEXECUTNE E.L.EACH ACCIDENT $ OFFICERI MEMBER EXCLUDED? (Mandatory to NH) E.L.DISEASE-EA EM PLO $ K desgibe under DESCRIPTION OF OPERATIONS bebw E.L.DISEASE-POLICY LIMIT $ t000 inQ fPrTNOF OPPRAMONSContractorf idoenseLOCAMNSj VENINIMMMMMOR3 R r(ss 8dledule,rtmy be attached M more apace N eequired) CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES?BE CANCELLED BEFORE 10050 NE 2 Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. fax# 305-756-8972 AUTHORIZED REPRESENTATIVE ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 28(2014101) The ACORD name and logo are registered marks of ACORD .,.,r..,.,..�....r....c.........o......CU.......a....... .......=.—a——1—k—n.a.n..r,r....onn ono anrs vmw 1l1et20t5 RAP Xt W DA OWWWWWONSWCOMPENSAMPON STAl�OF **CmVMWMOFK=lONT0BEE=WI Moi ffM� fR/R *• CMINAM"MmMEXIMIM mft c #WON hued"Ildw t slow has e to be emnptftm Mottle Wads'CMP9=8V tt Ww- OAM 7n8Q015 ADAM 1no=7 Pmt ESPN► ENDURYS E FOC X474 BUMMSMAMANDACOM& A&E BROTHERS ROOFING WC 8400 SW 37 ST ARAM FL 33185 SCOPESOFMISOMMORTIMM UCENSED ROOFING CONTRACTOR grmsto 19 �� 0`0`°�°�°1°°�F atete « mssOtsam6an �d1As6mLesaaededsiOedm�s F &s�rroaaateam0ieao ao8osfr �aaalRaiio. aaetaa. � Yr'.?�2 8h017EQF 1 6@ EIIPf RM13t101rS?�4151808 i• btc9D ... 1#2 i 01 JULY 14,2015 STATE OF FLORIDA COUNTY OF MIAMI-DADE BEFORE ME THIS DAY PERSONALLY APPEARED ENDURYS E. ESPINOSA WHO, BEING DULY SWORN,DEPOSES AND THAT HE WILL BE THE ONLY PERSON WORKING ON THE PROJECT ALONG WITH M.G.EXCELLENT SERVICES CORP ON THE PROJECT LOCATED AT 94 NE 100 ST. SWORN TO(OR AFFIRMED)AND SUBSCRIBED BEFORE ME THISLDAY OF_J .2015 BY �140.!;i ERSONALLY KNOW � OR PRODUCED IDENTIFICATION r+.w ALEJANOaA Marro •,` Notary Public -state of Florida • ,h,i-- My comm F x,,'res Jun 10,2018 y°, y Con s,on a U 901831 P ,TYPE OR STAMP NAME OF NOTARY 8400 SW 37 ST.Miami,Florida 33165 Cell/text:305 815-7208 Fax:305 226-1083 Email:lnfo@aebrothersroofing.com LIC#:CCC1330595 .n. aq. Miami Shores Village ®R R Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner— Workers' Compensation Insurance Exemption M-121, �. .� u,°e�?.'., -b,. 9 S Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the.stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU A E THAT YOU READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ne State of Florida County of Miami-Dade 14 The foregoing was a knowledge bef me this // day of �/ ,20/ BY �� who isHall perso y to me or has produced as id cation. Z&Notary: ALEJANM . NMY Pdflc wS N SEAL: sti MY COM.hPit" 20 r K yw alk i a, i� 9. 1•� $'�� •w s +C:.: • �.. a rc. a Ault'• I �d ■ + r= f ■ :a e ■ 77,7 • i` a ,:t r (1 dt I •'t "! • • d eye Fe : I - r • a--.. o ',« • •,: • •.. .• ■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■A■■■■■■■N■■!■■■■■■\■■/ANNA■■ MEMO NONE■AAN■■NNNEM■M.:w,:-T—i; irelf a�11■►�.■■/�w■■■■■■■■■■■■■■■■/■ SEE■ANNA■■EEMEMENANow mllwntt?/71\�� llr�r►�.,+�r�i�,,)■!■!i■■■■■■!■■■ ■■■■■■■■► !3■■■■■■■■■Iliils`■t%?' Iiilil��.:iri�i!Nil■I/1.I5�■/■■■■■■■■\/■1■ ■■■■■■■Y+R�/i.'i■�■■!ANNA■A■■■■�■Ii/�t�i■■■>•/■;1■■?3i■■!■■■■■■■■■■ ANNA■■■L`iii■►`�■■■■■■■■�i■■■■/!!'�w)f/ \�►`/■■�1■■/>•/■■■■■■■■■■■■ ■■■■■■■■A■■■■SEA■■■■ih■■!1■■!�!%\tri■■r►:1■■■�r■■i.:M■■■■■■■■■■!■ ' N!■MMA■EEEE\�■E■�i■ii.7■P�■!lMI.�:F■■4�i■�E�a��{Tito■■■■■■■■■■■■■■■■ WOM0SEMEN■MWM=%d■■■■■'M■■I/Il\\P-■ii■■■■■■■■!I■■■■/■■■■■NAME■ ■Ei■Mii■!■■iii.riM■■\C!��1��■M■ti■■!!!1■■■E■EEEEE�■►\E■■■E■EE■■E■■ �� mop Lonna EMNM■ENEEMMNM ■M>f�ME�!lE1�■�I■A��■■■�/ilt■■■11■■■Eil �i�r■nii�ii�iiiiti=aiE■■■■■■■■■■E ONMAMEN■E-25!10■tifIA'W,!UMP''dM■1INEM[1■N■■i!■E■IFAM nP,"t:MEi+■MEMEMENEENN■ ■nMAONE MKS'■MoYMMM■/dANTE■/. \M■■ii rviri[■■1'`1i■■i■NMMMEM■MEM■■ V Ci■iM■■■■M11AMEZIN!!IrMMEiEM/V■■ ■■■E■!!i�JA■■■■EM■■■■■■■■■■■MEE Tian 0m■■immITfEEali■Mo:'!■M1i��N■■■Mr:MMWENEMESES■MEMEMEM■MMMEN■M■ Eons■ME 101vourJif!N;T3miownUUME■MEM■\A1A■■NE■■EEMENNNMMEM■■OMMEM ■iii■■■■■■�■l. .l...�•■M��■■■■■■rtlrrM�■M■■■NM■■■N■■■M�•��-�-- Prepared by and Return to Desire Martinez Transamerican Title&Settlement Services 101E Palmetto Park Rd Baca Raton,FL 33432 File No.:154M CONTRACTOR'S FINAL PAYMENT AFFIDAVIT Florida Statutes 713.06(3)(d) 0000 State of r/©Nt Q' • • �••••' 00.0•• County of �a""yi t> � G- •• 15C- ••: 0000:. s si ..• Before me,the undersigned authority,personally appeared same of • • ;""; afflant),who,after being first duly sworn,deposes and says of his or Or(pe7na1� .•..•' 0000* 00:• • knowledge the following- C,S• . ••• *0000••• •• 0000•01. Heorsheisthe (title of afi9ant) ,of A&E BROTHEL • ROOFING INC(name of contractor's business),which does business In the State:&" jfla, ' • hereinafter referred to as the"Contractor." • • • • •••••• • 0000•• • • • 2. Contractor, pursuant to a contract with IMA RYBAROVA(name of owner)0••• : • ••• 0 0 hereinafter referred to as the"Owner,"has furnished or caused to be furnished labor, '00 0 materials,and services for the construction of certain Improvements to real property as more particularly set forth in said contract. 3. This affidavit is executed by the Contractor In accordance with section 713.06 of the Florida Statutes for the purposes of obtaining final payment from the Owner In the amount of$n/a- no montes are due-paid in full. 4. All work to be performed under the contract has been fully completed,and all Ilenors under the direct contract have been paid in full,except the following listed lienors: NAME OF LIENOR AMOUNT DUE None $0.00 7&tt Signed,sealed,and delivered `C day of 2015. A&E B IND INC C BY: Print Ne: Its: e?S worn to d/:bscribed before me this of 2015,by 5�+ (name of affiant),who is person ow o me or produced as identification,and did take a th. Notary Public Printed Name' BRRO My Commission Expires • . -State of Florida MY •Ele�ea Jun 10.2018 C 0 FF 10: Florida Building Code Sth Edition(2014) High Velocity Hurricane Zone Unifonn Pennit Application Form Ftil M Specift Roof Aeasrnb Components .Faefisner Spacing!for AnchorlBase sheet nd Muft Nlanufat er Attacdnn ist • ; GO Material Corporation wamot , fit'"vo ae 0� Pyr. "°c�L+.#Raau AQd 6"oa tin WW Pmmw m %Fi as RAS 128 arCa[adations: Cir:8•tDG Q L&A•#Ram 4��'oci••• Pa+aM:-42.8 Pma&-71.7 p ,p Number of Fastenw*P*k*katton •••• •••••• i�d .. ... Max.Des1a PoeawM FwM ate S • • • •••••• •• •••••• pets I+ICkA _52.5 Field N/A Perimeter MC" • • • rYrm:_ plymod Jo �M�u�struft Cmwamnle N�tedl-ad ••••• ..... 5/$" Detaft as Apppii{ W. •••••• • W ... .....' im. GuUer.. �••VhWnadbit 0.50/12 .' : ...... Stripping, Flesift. canamtoua caM • Strip, Sm t) a aft . Vq�ahhtg;' '• tso. • . . . ...... Ardtodease t &No afi (sj: _ sem: Mean PAw Hd^:P t "etght,•••• • F Matart�: Height of Sass Flashing, Component Materisi. •••• � mail&tFn c �}1.. a MOWN ?Mdmu. Fastew Type. Fastane Sped" or Submit Manufa*mm Detaas Stat i�aaan cissa t ager w N/A Compy with RAS 111 and Chapter 1& one kwumm Sze aaa Tm*uw.-----BILA_, Roof Mean Height: S 2t)f1. Bass b nFadwmMonft A&M&tkP N/A Parapet Wall Height:-W ft. Edge Metal Size&Gauge: Top bmriaaan t r,N1A Drip 26 Gauge Fastener)4"tWy wLI&114"ltiri�; Top howwon&m awTh 'N/A Sha Nails Top landAm FadenerAjon ag Mate" Wood Nailer Type: n!a N/A Wood Nailer Attachment: W& N/A Coping Metal Type:A Cleat Size:. g et etF enerltiKxadtngbt si: WA Coping Metal Attachment: n/a Ptv ai s).&No.of pbo( N/A P1yShWFadanedg*nftMal*h N/A TopPlp 9strip M"sit Topaid IM ER 2 Plies Glass Base Tip�Y f c p Bmtdng MMeriaG nufidge tag: N/A Metal • M s ° . Boat Deft I Use Nwhole LVCIC MIAM Miami-Dade County Building Department Electronic Application °Drgwcring E=ellence Ercry Day" High Velocity Hurricane Zone Roofing Permit Application Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminadons/Str#pp#ng/Flashing, Continuous Cleat,Cant Str#p, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 18. "" ••••:• •• • ... ...... .. ...... %* ...0Top PbF 000 • ...... . ... .. . Nttetphes .. .. •• • •• •• Base Sheet Roof Mean height: 104, ft. • • Drip Metal: •• • 3"Face-26 gauge galvanized metal Surfacing: Drip Metal nla Top Ply: M - RUBEROID SBS HEAT WELD 970 FR d Interplies: n �, _ rile Roof Deck a ' %t a Base Sheet: 2 Plies#75 Glessbase sheet . ' x Deck Type: 5/8"plywood Membranes—One Ply"RuberWG T0Mh Smooth"or"RubtrotaW MOR Smooth"or"RuberokkS Mop Smooth 1.5"or"RuberoidBr Mop Smooth Pius"or"Auberolde Oust Smooth." Mamb--—One ply"auberoldS Mop FR-or"Ruberdit enagyop-Mon PIUS FR." 56.Decks MC Incline:1 Imamtion(01060011103—POIyISOeyanurata,Wood fiber,Wilke,glass fiber,any thickness,hot mapped Or mechanically fastened. base Sheet:-One or mora POeS Type G2"GAFGLAS®#75 Use Sheet",or Td-"07S Base Sheer,medlanlf aned dy faste . lily Sheet:—One or mare PHU`Ruberok*20"Or"Rubel'0111 ik 20 Wr Or"Rubemkl@ Oval 5mkroth"hat mapp Membrane:—One ply"RubarOld®SBS Heat Weld Pluo FR"or"Ruberoid®SBSped O Placa. weldedHaat Weld 170 FR-heat In place. 11 57.Deck:C-15/32 ImBenfit 1/2 y• Saba Shaeb—Two or mora plies Type G2"•GAFM A5Gh$75 tease Sheer of"TrI-P1y6#75 Base Shaer mechanically lasteneO. C Membranes—One Ply"Rubwft*SBS Heat Weld Plus.PRO Or"RuberoldiD SBS Heat Weld 170 FR",heat welded in plats. 3 58.Docks NC Incline:1/2 •••• • • •••• 00.000 Base Sheab—"Rubwolft Mop Smooth"or"RubemldQ Mop Smooth 1.S"or'Ruberold®Mop Smooth Pius"Or"it%440t Outw •• hat mopped or"Ruberoid®SBS Not Weld Smooth°hest welded. • • • Membrana:—"RuberoldS SBS Heat Weld Plus FR"or'Rubwvklo SBS Heat Weld 170 FR"beat welded. •••••• •• •*so*: • - 0000•• • • $9.Deck:NC IncOmin 1/2 •••• • • i•••• • • 0000•• 0000 • 0000• Insulation(olidanml):—Poly SOCISnuratil,uniform thickness of tapered minimumIVA in.mechanically fantenselkw "red with emee• ••i••• RW."Olybond Fastenbhg System • • • • • Berner Boards—Minimum i4-in.thick GP Gypsum Corp.'DensDe"RooMoafd"or'OenSDed:Prima®ROafbVre&-D&WOeck•• • •••••• OurBGuardTM Rootboard"or minimum%-In.thick Witted States Gypsum Corp."SECUROClftB Roar BOetd'(Type�►�)�°SECWROCK$ •� Glass-Agan Roof Board`(Type SGMRif)mechanically fastened or adhered with OAS Inc."Olybond Fastening$Vat�ln Base Sheab—1 Ply"Laverty SBS Self-AdherhV Base/N Sheat"or"Rubaroid®SA Bye/Pty SIMet"a elf adlierea • • • •••••• Ply Slmeb—i ply-Rubberold SBS Heat Weld 25"heat fused 0000000 Membranae—1 ply"Rubarold®SBS Heat Weld Plus FR"or"Rubarotd®SOS Hot Weld 170 PR"heat fused 0• • • •••••• 60.Deck:C-15/32 •• • Inclines 1/2 Insutation(optt011a1)e—POMSOCyanurate,uniform d MW of tapered minimum 1%-In.mechanically ladened or adhered with OMG hrc."Olybond Fastening System" barrier Boards—Minimum 94-111.thick GP GYPSUM Corp."OensDackiiii Roolhoard'or'OensDack Prime®Rootboard•or"oensoeck DursGuard"Roafboard"or minimum%-In.thick United Stag Gypsum Corp."SECWROCKfiil Roof Board'(Type FRX-G)or"seCUROCKO GlaSE-Mat Rod Board"(Type SGMRX)with all butt jok"In the barrier board staggered a minimum or 6-tn.tram plywood deck butt)ou:W mechanicalled or adhered with ONG Inc.*Olyboad Fastening Systm, Base Sheet'—I ply "Liberty SITS Se f-AdfOing Bas/Ply Shear or"Ruberokf&SA One/Ply Sheet"sett adhered Ply Sheet—I Pty"Rubberold SBS Heat Weld 25"heat fused Membrane:—1 ply"Ruberoid®SOS Weld Plus FR"or"R1dreraid@ SBS Heat Weld 170 FR`heat fused 61.Duda C-15/32 Incline;9h Barrier Board:--Minimum V44".thick GP Gypsum CarStates Gypsum Corp.."Dah>�ectkO RaOtbaard"or"DensOedc Primed Rooftnaard'or"OensOeck DuraGuard"'ROofdoard'or mMtmum 44n.thick United WMROCK@- Roof Board"(Type FRX-G)Or"SECUROCKO methG Roof (Type SGNRX)with Oil butt 100 In the liffffer board staggered a minimum of 5-111.from Plywood deck butt joints ftstened Base Sheet—1 Ply"GAFMASS 075 Due or-TrftG d75 Sale Sheet°mechanically fastened Membrana—1 ply"Ruberalft Torch FR"heat welted 62•Dedu NC Inline 2 fie/r 01itlo((yams =—One or more layers Wilke,wood fiber,glass fiber,Potyssacyanurate,perate/PolytsocyanuraW composite,wood nsulation adhesive. Base Sheet:—One PIY 2�a"GAFGLAS®d75 Base Shearer ony thickness mechanically fastened r IT�Plye#75 One Sheet',or*GAFor adhered with any UL GLpSOPly 6"ruHy adhered with Isut roofing asphalt. Ply Sheet(optional):—Three or more piles Type Gl-GAFGLASO Ply 4"or"Tri-Ply®Ply 4",or"GAFGLAS®Ply 6"fully adhered with hot rfmfkhg asphalt. Membrane(optionat)t—'Ruberoide Mop Phis Granule"or"Ruberoldlili MOP Granula"Or"Ruberoni®30"or"Ruberoidili 30 FR"or "Ruberoide 30 FR tff'or"Ruberoft EnergKapo SBS 30 FR"or"RuWdd*MOP Smooth"or'Ruberckle Mon Smooth 1.5'or RuberoM Mop Smooth Plus'or"Ruberold®Map 170"or'RuberoidO Mop 170 FR"or"Ruberaft Duni Smooth`fully adhered with hot mofHhg asphalt or'Rubaroft SOS Heat Weld 170 FR"or"Rubens w SBS I Weld Plus FR"Or"Ruberoft SOS Heat Weld Smooth'heat fused Surfacings—Rooting gravel applied at 400-WI004t2 enibedded into a flood coat of hot rooting asphalt or No.10 White Aggregate applied at a rate of 200-flnn00-0 anbedded lift-Fire shield Ml)-appUorl at 21A-3-gal./100-ft2. Top Surfacing;—"EnergyCOte","applied at O.S-1.Ojal./100-ft2. httpJ/datebm.ul.com/Cgi-bin/XW/template/I..ZSEXT/1F,RAMEtshowpage.html?name=TG... 4/5/2011 MIAM6a Em MIAMI-0ADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ) 11805 SW 26 Strut,Room= BOARD AND CODE ADMINISTRATION DIVISIONMIml.Florida 33175-2474 NOTICE OF ACCEPTANCE(NOA) T(786)315-2590 F(786)31525.19 GAF _ GQa lee "omv 1361 Alps Road Wayne,NJ 07470 SCOPE: ,••••, This NOA is being issued under the applicable rules and • • ...••• •• • • materials.The documentation submitted has been reviewed and accepted by I Miami eet�trttiot€on 0 '. Product Control Section to be used in Miami Dade County and other area where allowed t ree Authorit ••• �•••• Having Jurisdiction(AHJ). •• •y • •••• This NOA shall not be valid after the expiration date stated below. The Miami-Dade 4ou>ap Produot ••• 9*:*** Control Section (In Miami Dade County) and/or the AHJ (€n areas other than M€ami.$ade'Coun640 ; see*** reserve the right to have this product or material tested for quality assurance purposes. If AWs Product or . .0 material falls to perform in the accepted manner,the manufacturer will incur the and the AHJ may Immediately revoke,modify,or suspend the use of such product or linntthteirr••:• •••••. jurisdiction. RER reserves the right to revoke this acceptance,if It is determined by Miam44"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 RaberoleMadified Bitumen Roof System for Wood Deeks 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 time 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 ofNOA. 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 and revises NOA No. 13-0424.14 and consists of pages I through 29. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:14-0611.01 : to a utrrr Expiration Date: i IAW15 Approval Date; 1IM&14 Page 1 of29 Membrane Type: APPISBS Heat Weld i Deck Type 1: Wood,Non-insulated Deck Description: 19132"or greater plywood or wood plank decks System Type 11:(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier. FlreOur Fire Barrier Coating,VersaShieldei Fire-Resistant Roof Deck (optional) Protection or SeeurocO Gypsum-Fiber Roof Board. 0000 Baso sheet: GAFGLAS*080 Ultima Base Sheet,GAFGLAS Stratavents 41mipwtor'" ••••' •••••• Nallable Venting Base Sheet,Ruberoido Mop Smooth,Ruberoi ZQ!R1beroi9* . .• SBS Heat-Wel(r Smooth or Ruberoide'SBS Heat-Weld'25 meg4VU Uy • �0 fastened to deck as described below; 900:06 • • 6 00 •0600• Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6,GAFGLAS#75 Bw%%O&t or ai6.•:6 0 6 Options: of above base sheets attached to deck with approved annular ring sTa$uR1F nails a8d ••:•0. tin caps at a fastener spacing of 9"O.C.at the lap staggered and infAU KOWs 12%• i•i "0::: o.c.In the field. •6 00 •• • •• • • (Maximum Design Prawre-45 psf.See General Limitation "17 0 0:0: 0 0• • • 0090•• GAFGLAS®Ply 4,GAFGLAS FlexPly1"6,GAFGLAS#75 Baf Sll��or an 000000 0 0 of above base sheets attached to deck with Drill-Tec 012 Fastenet!DrI#-Tec • ••• 0•"'0 #14 Fastener or Drill-Tec XHD Fastener and Drill-Tec 3"Steel Plate,Drills••6 • Teo'"AccuTrac'*Flat Plate or Drill Tec"AccuTracP Recessed Plate installed 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—45psI See General Limitation#7) GAFGLAS*FtexPly""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) GAFGLAe#80 Ultima Base Sheets,Ruberole2o,Ruberoieme,Smooth, base sheet 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—60 psf.See General Llntitaden#7) GAFGLAS*#75 Base Sheet or any of above base sheets attached to deck with Drill--Tec'"#12 Fastener,Drill-Tec'"#14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tee 3"Steel Plate,Drill-Tec'"AccuTrae°D Flat Plate or Drill-Tec AccuTrac®Recessed Plate Installed 12"oc.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. (Maxinutm Design Pressure—Mpsf.See General Limitation#7) MOA No.:14-0611.01 swumsfimExplmdon Date: 11/06115 Approval Date: 11106114 Page 27 of 29 4 1 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-Tec insulation plates at a fastener spacing of 9"o.c.at the 4" (Continued) lap staggered in two rows 9"in the field. (Haxtmum Design Pressure—60 psf.See General Limitation#7) GAFGLASn#75 Base Shoot or any of above base sheets attached to deck with Drill-Tea'"012 Fastener,Drill-Tee 014 Fastener or Dr€ll-Ted"XHD Fastener and Drill»Tec'"3"Steel Plate,Drill-Tec'"AccuTrae Flat Plate or Drill-Tec AceuTrae Recessed Plate installed 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—7S psf.Sege General Limitation#7) Ply Sheet: (Optional except over Ruberole Mop Smooth,Ruberoie 20,Ruberoie SBS Heat-Weld"Smooth or Ruberole SBS Neat-Weldy"25)One or more plies GAFGLAS6 Ply 4 or GAFGLASO FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs*.or Ruberoid®Torch Smooth torch applied according to manufacturer's application••.• Instructions. • • •••••• •••••• Membrane: One ply of RuberoleTorch Smooth,Rubero€e Torch Granule,hooh&tch"'•.• • •' APP Modified Granular,Ruberole E Cap ran Torch GuI*V%%�iaberoie 0.: •...:• EneraCap Torch Plus FR,or Rubero�Torch FR torch applleeteevording to . . • manufacturer's application Instructions. 0000 • • ••.. or ...• • •••.• One or more plies of Ruberoie SBS Heat-Weld"Plus,Ruberoid1 Hcat- • ••• ••:•• Weld"Plus FR,Ruberole SBS Heat-Weld' 170 FR,Ruberoid%£ne�}rCa "`"••• 0 0 9 0•• SBS HeatWeld'"Plus FR,Ruberoid*SBS Heat Weld'"Granultg At *ido SBS • • Heat-Weld'"Smooth and Rubcro€e SBS Heat Weld'"25 applied acco:tling tt;• �; ....:• manufacturer's application instructions. • • • . . • 0000.. .. • ••• • Surfacing: Optional on granular surfaced membranes;required for smooth Zrabran.- Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. t. Grad or slag applied at 400 lbs./sq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. GAFGLAS*Mineral Surfaced Cap Sheet or GAFOLASDEnergpCap'"BUR Mineral Surfaced Cap Sheet adhered In a fall mopping of approved asphalt appl led within the EVT range and at a rate of 20-40 lbsJsq. 3. Topcoatn Mastomerie Roofing Membrane,Topcoat MB Plus(to be used as a primer with Topr.oa&Elastomeric Roofing Membrane)or Topcoate'Surface Seal SB applied at I to 1.5 galJsq. Maximum Design Pressure: See Fastening Options NOA No-: 14-5411.91 Same Expiration Date: 11/56115 Approval Date: 1~4 Page 28 of 29 WOOD DRCK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS* FlexPly Tm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Ile DensDeck*Roof Board or W Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMmnoxs: 1. Fire classification Is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached In compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.,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,241 o e.;or strip"" "":' mopped 8"ribbons in three rows,one at each side lap and one down the center of the'sleet allow=rig'. : 0 a continuous area of ventilation. Encircling of the strips Is not acceptable. A 6"brsa'Jt Wall be " """ every in each ribbon to oss ventilation. Asphalt application of be placed minimum rate of 12 lbsJsq allowNote: Spot attached systems shall be limited to Maximemtem l •:. ;•••• design pressure of-45 psf. '••' • ••;••. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic 5 val •f•o• .••.. F ••• - 275 lbf:,as tested in compliance with Testing Application Standard TAS 105. If thg JWgger value, • • �:• as field-tested,are below 2751bf.Insulation attachment shell not be acceptable. : • : 0 0 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attaghmegt is baW•••• on aminimum fastener resistance value in conjunction with the maximum design VEWIlsw withip ... ,0900: ; a speciflc 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 Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be Increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter milers,metal profile,and/or flashing termination designs sloth conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (When this limitation Is specifically referred within this NOA,General Limitation#7 will not be applicable.) 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 TM ACCEPTANCE NOA No.:140611.01 ar a Expiration Date: 11/06/15 Approval Date: 1t/06t14 Page 29*t29 'file Roof System Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System °Delivering Excellence Every Day° Roof System Manufacturer: EAGLE ROOFING PRODUCT LLC Notice ofAcceptan ce Number(HOA):Fj2-1)430.04 Minimum Design Wind pressures,N Applicable(from RAS 127 or Calculations): P 1. 38.9 P 2. 68.1 P 3. 10' Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 Pot FHl in thte specific roof assembly comments If component is not nxpdted,Insert not appllcatile(n/a)In ire text box Dark Type:1—518•Plywood-- Optional Insulation: NA . . .... ...... Optional Nallable SubeW. ; ... .• 000 Optional Nallable Subs%"Iftachmi ie••• ..... Roof Slope: 712" NA •••••• ••• �••' . . Roof Mean Height: 14 R Baseshest Type: : : • • ••••:• Method of Tile AttachmentASTM FELT D226 S0#•'• . ... —Adhesive,Medium Paddy Polyfaam Polypro-- •• • Fastener Type for Baseshest Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4 RS NAIL&TIN CAP 1-518 NA TUe Undedayrrmnt(Cap Sheet)Type: Drip Edge Size&Gauge: --3"face 26 g.— BORAL TILE SEAL Tile Underlayment Attachment Method: Drip Edge Material Type: —Gaivinized Metal-- SELF ADHESIVE Drip Edge Fastener Type: 1-1/4 RS NAIL 4"OC � Tile Profile: BEL AIR CONCRETE TILE Hook Strip/Cleat gauge or weight: ~Select Hook SMp-- Mmlaml-Dade County HVHZ Electronic Roof Permit Form =min Verveding Excellence Every Day° Section E Nile Calculations) Method 1 "moment Based Tile Calculations Per RAS 127" For Moment used ire systems.use Method 1. Compare the values for Mr with the values from Mf.If the W values are gra than or equal to the Mr values,for each area of to roof,then the the attachnhent method Is acceptable. P 1: 38.1 x 10.278 = 10.87 _Mg, 7.71 =Mr1: 3.16 540.4 NOA Mf P 2: 68.1 x 10.278 = 1$.83 _Mg: 7.71 =Mr2: 11.22 5 40.4 NOA Mt P 3: 100.7 x A 0.276 a 27.88 .Mg: 7.71 =Mr3: :9 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based the systame use Method 3.Compare the values for P with the values for Fr.If the F values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method Is acceptable. *00000 • • 0 • .•.. ..•. �_� x �_ •� • P1: x I• x W. = W. Cos 8• Fi"i; 5�' ,�NOA:••.:. •• • • P2:® x1:�=�xVr -W: ® ®= . 0000• = = x COS 9 Fr2c •• 5 NOA 0 P3: x1: W.®a®x �'®� � xcosto-F4• 5••• • •• NOAF90090 •• 90 •• • 000.0• 000000 • •• Where to Obtain Information to complete tile calculations : • 0 0909:0 :0.0** Where to Find • • • Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,.signoi and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope Job site Aerodynamic MtttplIW it Product Approval(NOA) Resting Moment due to Gm* Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval(NOA) Required Uplift Restatance Fr Calculated Average Tile WeIght W Product Approval(NOA) 1=length Product Approval(NOA) Tqe Dimensionsw-width t MIAP! MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMIT ma.ENVIRONMENT,AND REGIN.ATORY AFFAIRS'RERA) 11805 SW 26 Sues.Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474 T CM)313-2590 F MQ 315-2599 NOTICE OF ACCEPTANCE(NOA) )iagle Roofing Products LLC 1573 East C.R.470 SumtwMe,FL 33585 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(A J). This NOA shall not be valid after the expiration date stated blow.The Miami Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.Nthis 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. PERA reserves the right to revoke this aomptance,if it is determined by Miami Dade County Product Control Section that this product or matte fails to meet the requirements of the applicable building code. • • so**:* This product is approved as described herein,and has been designed to comply with the heAds Building Cade 0• including the High Velocity Hurricane Zone of the Florida Building Code. *00:00 •• •••••• 0000.. 0000.. DBSCMMON:Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagdb,'GWden lid;0 • Low Profile Concrete Tiles 000* •0000 0000. LABELING:Each unit shall bear a permanent label with the manufacturer's name or 1c%fity,state an4 fallowing statement:"Miami Dade County Product Control Approved",unless otherwise noted he*iro ; 0 .0000. RENEWAL of this NOA shall be considered after a renewal application has been filed'aAd'thire has bw aaso cha$f d•• 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 revises NOA#11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0430A4 co Expiration Date:101W16 Approval Date: 08/021112 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I.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 locations where the pressure requirements, as determined by applicable Building Code does 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 Test Product null nt Dimensions SAeciflcatloas DescrWft Bel Air Concrete Tile L-1T' TAS 112 Flat profile concrete roof tile equipped with two W=12'/V nail holes. For adhesive set,direct deck or Thickness=W battened nail-on applications. .... . . .... ...... Bel Air Double Eagle L=17" TAS 112 Flat profile concrete avS $:le equiplaedawith two Concrete Tile W— 12%4" nail holes. For adhekwpoet,direct deed or ....:. Thickness=W' battened nail-on appmemons. :....: .000 Ponderosa Concrete Tile L-ir TAS 112 Flat profile concreteW file with slate finish••;••. W=12'/4" equipped with two'MATUZes. Fef aBplAsive00 00 s�t3••• Thickness=%" direct deck or battefflifil-on a4f1c. tions. . . . • ...90: Ponderosa Double Eagle L—17" TAS 112 Flat profile concret$roof file wi fr fink Concrete Tile W=12 W equipped with two Wades. For a"ive s$ty•••; Thickness=%a" direct deck or battened nail-on abpUtadons. Golden Eagle Concrete L=17" TAS 112 Flat profile concrete roof tile brushed finish Tile W=12%" equipped with two nail holes. For adhesive set, Thickness-9" direct deck or battened nail-on applications. Trim Pieces I=varies TAS 112 Accessory Win,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each file profile. NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTIz'D: Test Anencv Test Identifier Test Name/Renort Date PRT Asphalt Techmologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec.1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Tetter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail Un) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc, TAS 101(Mortar Set) sees The Center for Applied 25-7094-(2,5,&8) Static Uplift Testin4 .'• '"t�ct. 199�":' Engineering,Inc. TAS 102 ***:so 0.0 0.: 0 0 0.0 0 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing-•000 OFeb. 19916 0 Engineering,Inc. TAS 1020••••0 :.00:. ;••00 The Center for Applied 25-7214-(1,5,&$) Static Uplift Testings 00.. :: MaIch, Engineering,Inc. TAS 102 00000' 0000 : 0000•• The Center for Applied 25-7487-2 Static Uplift Testing'• • *Dec. 1995 • Engineering,Inc. TAS 102 ' :••.:• so***: The Center for Applied 25-7496-(l&4) Static Uplift Testings•••; 0x. 199,9'Go*: Engineering,Inc. TAS 102 0000 ; The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 NOA No.:12-0430.04 Explmdon Date:10/0VI6 Approval Date: 08/02/12 Page 3 of 10 3. j,IMITATIONS: 3.1 Fire classification is not part of this acceptance' 32 For mortar or adhesive set file applications,a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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,Ponderosa Double Eagle Flat Concrete Roof Tiles 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(1 x w} Tile Profile Weight W(lbf) Length-I(ft) Width-AN(ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa,Golden Eagle, Ponderosa Double Eagle Flat The Table 2: Aerodynamic Multipliers-A(ft Tile Profile A(ft •••• A(ft ••• •o Batten licatlon DIAMIldek li�lon "' Bel Air, Bei Air Double Eagle, 0.301 .....0.278 Ponderosa,Golden Eagle, Ponderosa Double Eagle Flat Tile . .. . . ... . . NOA No.:12-0430.04 Expiration Dab:10105/16 Approval Date: 084=2 Page 4 of 10 Table 3: Restoring Moments due,to Gravity-M9(ft-lbi) Tile 3":12" 4":12" 5"Ar 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment-NI,(ft4bf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profits (min 15132"plywood) (min.19132"plywood) Bel Air, Bel 2-10d Rt Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nall Field CRme*** Tile 1-10d Smooth or Screw 19.0 19.q •• •"'22.1 seeT Shank Nall Eave Clip) 2-10d Smooth or Screw 35.5 35. •• Shank Nails Field Clip) .8 • 2-1 Od Smooth or Screw 31.9 31.9 ....• ••••32.2 ... .• Shank Nails Eave Cli • .. .. .. . ... .. 2-10d Ring Shank Naiis 50.3 65.5...... • 48.3 • 1. Installation with a 4"file headlaP and fastemers are located a min.of 2W from hgaa of fit ••• • NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 0$/02!12 Page 5 of 10 Table v: Attachment Resistance Expressed as a Moment Mt(ft-lbt) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31. Ponderosa,Golden Eagle,Ponderosa Double Ea le Flat Tile 4 see manufactures Component a vat for tnstatlaflon Mgutrements. 2 Flexible Products Company TiieBond Average weight per patty 13.9 grams. 3Wm 2-Component Foam Roof Too Adhesive AH-160 Average weight Mr patty 8 grams. Table 8: Attachment Resistance Expressed as a Moment-Mr(ft-lbfl for Single Patty Adhesive Set Systems Tile profile Tile Application Minimum Attachment Resistance Bei Air, Bel Air Double Eagle, WO 2-Component Foam Roof Tits Adheslve AH-160 118.8 Ponderosa, Golden Eagle, 3M 2-Component Foam Roof Tile Adheslve AH-160 4Q.4 Ponderosa Double Eagle Flat Tile 3 Large oaddycement of 46 grams of P *m. 4 Medium PaWOplacement of 24 grams of Po Pro"". Table 7:Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Mortar Set Systems Tile Tile .Attac(ttpsnt ... .. Profile Application '.•' Uesisltance, Bel Air,Bel Air Double Eagle,Ponderosa, Golden Mortar Se 43.9 Eagle, Ponderosa Double Eagle Flat Tile 6 Tile-Tito Roof Tite Mortar. •••••• ' ...... . ... ..... .. .. .. . ...... . . . . ...... •• • . •00 . . NOA No..-12-0430.04 ziptratlen Date:10105116 Approval Date: 08/02112 Page 6of10 5. LABELING: An tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo(See Detail Below),or following statements"Miami--Dade County Product Control Approved". E 7EI AGL FLoRiDA BEI,AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA RUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. •••• . . 0000 0000.. . . • 0 000 0000.. .6 000009 000.00 6 . • 0000.. 0000 0 • . .0000. 0000 . 00000 000000 6 ..• 06.00 • 6 • •. 66 60 . 0000.0 .0060. 0 6 . .000... .0006. 0 . 0 0000.. 00 0 6 606 NOA No.:12-0430.04 Expiration Date:14/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING ' 21" BEL AIR . . .... ...... wk .. ...... .. ...... 17 .... . ..... • •• • •••••• • u • • • BICL AIR DOUBLE EAGLE NOA No.:1240430.04 Expiration Date:1010W16 Approval Date: 08102/12 Page 8 of 10 12% PONDDEROSA ``0100 •• `•iY•• **:00 • • 0 0`0`00 0 0 • • • •0000• • • 0000• 000 0 Ve 00:900 ,I •• • •• • 0000•0 • 0`000 • • • • • • �i�f2i 40i`•`i• 0000•• i0 • • • • 000000 •• 0 r*� PONDEROSA DOUBLY:EAGLE NOA No»12-0430.04 jbvhatlon Dates IQMSM6 Approval Dates W02112 Page 9 of 10 IIS 7ei ,,,,. GOLDEN EAGLE END OF THIS ACCEPTANCE • ...... 99 ...... ' 0000 • 0000• 0000•• • ••• 00.09 •• 9• •• • •999•• • ••••9• 0 • 9 • • 9 ••909• • • • 0000•• NOA No.:12-0430.04 Explmdon Date:10/M6 Approval Date: 08/02/12 Page 10 of 10 r � MIAM�Qi4DE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) PRODUCT CONTROL SECTION1805 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) wwnv mla�daadegov/economy Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:BORAL TileSe d 000000 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo.g4y,„gtate and f894wing�...;. statement:"Miami Dade County Product Control Approved",unless otherwise noted herein,o o:o e RENEWAL of this NOA shall be considered after a renewal application has been filed and has b&n no changd•:••. 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 r4si(fi Qr chagge iq the • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endwsenzent of&Yf f'o'duct, . for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with ectiori 00": 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 revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Ca o : Roofing Sub-Cateaorv: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 ••(h/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) ••• ••-0-AO/02.... • PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM CL j j j•, •••0$8/07•••*-• Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM Cs ISS 0 Q5/01/08• • NEI-076-02-01 TAS 103/ASTM D479&... 02/14/11;••••; NEI-034-02-02 ASTM D 1970 . •••••• ••a�l'l9/13.. • ...... . ... ..... .. .. .. . ...... . . . . ...... NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32'or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheep One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note:When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. . . .... ...... .... . ..... ...... . ... ..... .. .. .. . ...... . . . . ...... NOA No.: 13-1113.05 • Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LimffAnow 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict,compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley,start at the low point and work to the high point,rolling far w epbrane from the center outward in both directions. For ridge applications, center the membrage agd.roll f-om the center••;• outward in both directions. •• • •••• i •• 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface••L••• special •ntion ***000 ••••• s>l��.lig l� � �P overlap areas. :090*: 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemblf tt trent Pivciuct Contral.••• .. .. ..... Notice of Acceptance and applicable Building Code. .... . .. . .. .. . . ...... 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This t�4pjece shat j e pressed •• in place and formed around the protrusion to ensure a tight fit. A second layer of BOI4kLT4eSeal underlayment..;. shall be applied over the underlayment,and sealed using an SBS modified mastic. :••••• 15. All products listed herein shall have a quality assurance audit in accordance with the Ftdridl Buildilip:CDde arld• •' Rule 61G20-3 of the Florida Administrative Code. •• • 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,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 M G END OF THIS ACCEPTANCE NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 iV! P IAMI--DADS COUWY DEPARTMENT OF PERMITTING,ENVIRONMFNT,AND REGUI ATORY AFFAIRS[pal PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIYR{ION 11805 SW 26 Sinal,Room 208 Miami,Florida 33175-2474 T(786)315 2590 F(786)315_2599 NOTICE OF ACCEPTANCE(NOA) atarnw,�ar mi .� 3N Company 3N Center Building 0220-05-946 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 ppAA-product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM). This NOA shall not be valid after the expiration date stated blow. The Miami-Dade County product Control Section (In.Miami Dade County)and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance proposes.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. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County product ControlSection 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 Veloctty Hurricane Zone of this Florida Building Coda. DESCRIPTION:3M m 2-Component Foam Roof Tile Adhesive AR-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and fol I0*VA Ag•• •••••• statement:"Miami-Dade County product Control Approved",unless otherwise noted mein. •••• : 000 . .• RENEWAL of this NOA shall be considered after a renewal application has been filed and thereh**�no chap;e ;••••; in the applicable building code negatively affecting the performance of this product see* • .... . ..... TERMINATION of this NOA will occur after the expiration date or if there has been a revision bt*�e in the• V: ""'• materials,use,and/or manufacture of the product orprocess.Misuse of this NOA as an endolsemenlany produ•• •••••• • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to compAtt;a +see on ofIor •• this NOA shall be cause for termination and removal of NOA. •••••• ADVIIRTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed pjytt •••••• expiration date may bo displayed in advertising literature. Ifany 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 jab site at the request of the Building Official. This renews and revises NOA# 11-0124.44 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. f ]VOA No.., 17.-0228.18 Itxptratlen Date:OSflo717 Approval Date:05/10/12 Page I of 7 . II ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves 3MM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does 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 tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: roduct tensions Im rodact crbtMn befflooas 3MTm 2-Component Foam NIA TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensusg Equipment ProPactc4l)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 monitit•• • . •.•• ..•••. resistance values with the use of 2-Component Foam Roof Tile Adhesive AN-160 • •• �. roof tile adhesive. 6.6060 06i 6606i• • 00600• • • • •0600• MANUFACTURING LOCATION: 66•••0 �60•�� • • 1. Tomball,TX. •6�� 6 •66•• •••0•• • 06• •600• •• •• •• • •6060• PHYSICAL PROPERTIES: �••�•� •• proms Test Ranks • • :..0:• 0 6 0.:6 Density ASTMD 1622 1.6ibSJ&3 i •00 6 i6000i Compressive Strength ASTM D 1621 18 PSI Parallel to rise • • 6 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 LbsJFt? 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 @I SM.,100%Humidity,2 weeks Closed Cell Content ASTM D 2856 864A NOA No.: 124228.18 caatrry Expiration Date:MOM Approval Date:OW10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to cornual manufacturing variation. EVIDENCE SUBMITTED: ;fest A¢ency Test Identifier Tact Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/1096 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/OI/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[i) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-I 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 .••• 520109-3 . . •••••• •••••• 520109-6 •••• •*• • 520109-7 ...... .. ...... 520191-1 TAS 101 • •"tt3/02/99 • :....: 520109-2-1 •••• • . . ...... ..... LIIVIITATioNs: ••:••: .• :•: ••••• 1. Fire classification is not part of this acceptance.Refer to the Prepared RoofTile Assembly f%ftnting. '. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low, <11411.4 le pro 14.4!'• ."� . 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS J P99 ;•; '" 4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2-Component Foam Roof The Adhesive AH- 160 roof file adhesive with their file assemblies shall test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI-S'l'1CK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 MS NOA No.,12-0228.18 Expo atlon Date:05!10/17 Approval Date:05/10/I2 Page 3 of 7 INSTALLATION: 1. 3M'r1"2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current NOA that lists uplift resistance values with the use of3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3Wm 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 the assembly's adhesive attachment with the use of 3Mro 2-Component Foam Roof Tile Adhesive AH 160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tide 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 Appiicatoe approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. 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 SO component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 6. 3M m 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack0 30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. s. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- .909% 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 Fie in •••••; •••;;• accordance with the'Placement Details'herein. Each generic tile profile requires the specific pltlo�dent noted • herein. ..•• •••••• . . ...... ..... Table 1:Adbesive Placement For Each Generic Tile Profile ...... �•� ••�••• Tile Profile Placement Detail Single paddy Weight Two Paddy'W'etgbt per • •••• • 11gin.(grams) paddy�• ms) • •• ...... Flat,L.ow,High Profiles #1 35 AUA •••• High Profile 2 Piece Barrel #i 17/side on cap and 34/ an A : . • Flat,Low High Profiles 1 #2 1 24 N/A • Flat.Low Hie Profiles #3 8 MOA No.:12-92.28.18 Expirstion Date:05/10117 Approval Date:05!19112 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLAcnwT DETAIL I SINGLE PATTY 1 to to z . room Iwo. • ...... com a*. 6�aroaoaaeaal� • �Neotoeoe• • • • torotae Vaoo +apa lae ...o aaved�e 4kQpaaa Mq*A1a 411-P== . . �npasnaoe �i '�l mas ..:. • • of 1l�ega�e�kaebegdeaalT epa�netod�ea6leoap�t+N�gbpmQe �epptd�appiet •� I � ..... �Saamwa�bdap�Igo�oa�ehaN7ia •..... • ... ..••• 7olta.Fromou�eadgaatm�arOle. • • • • • i 'IIoAll�e6b o • .. • .•••�• O• O • O PAR{aalYv y �} oad aat "b Raft Mata x aa* NOA No.:12-02U.19 Expiration Hate:W10117 Approval Date:05/20/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY aa6Gaa�t►plasUc ott aa�htee tael ' 1 � •M1�y Uoi 7 til. 81. • F 7�. Z in. fN& E�eComss t�n+ados►m r�q�we Na6tbrottgb�S6t cen�d �,.,,..p� � •••••• • •••••• •• •••••• • •••••• • ••• ••••• Ewa= • • • an cam F NOA No.:12-0228.18 Expiration Rate:05!10/17 Approval Date:05/10112 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DUUBLE PATTY !fid ftmo paeft=MOM shoPa7 we mngbtdb ? MxThmedm 3 in. Sh�glet `=} -Ria.x 3 in. �W r x3M 4in. tin. Bingle on 2 in. 41n. UR*- sort Ee�eamee Famh ontepo#th p�Y an top of ews m X p*em % � Ea�re dosare Fwmb mono* IL- M evoup PIN* =Pew •�y ••e•• ietl11 Y1• • 000 • • • •••••• •• •••••• • +r ln.Y3b1. 4 •••••• • ••• ••i••• 3109b F" paddy •• • • • • on top of left •• 21o.x7lO.medban BM END OF THIS ACCEPTANCE NOA No.:12-0228.18 Expiration Date:05!10!17 Approval Date:05/10/12 Page 7 of 7 SECTION R44O213 HIGH VELOCITY HURMCANEZONES REAUNPIEDO MFOR"OOPM FOR R 9440213.1 Soope.As if:p8ftlMto this scion,kis the'respon ty ofthe+Ming Calm tomo pmvkie tha otiVWWM the r pw wW tq.ex rlo the #re cxxrt+ent ttbsectiom Tfiee ot, Sei n R4402govem t n req,rhr s W dtheirx bpforr system m Addiftmity,the foll". -Aeft should be as part of the agreement belween the owner and ftre .Ttre oa►rror'�a fi the�tfmic motes ttrot the kern has°ice� . 1, - W ip.ThavAnkrewv*dpp.. rwofSeotm R4402ar+e forthe of �o w.ft#w heroot s dM.ntarostheti andwaterWnmionpwtmencesbmdard&Aesdstm (appearance)are'nota rAr ration with to work rwtr�pram.Aesthetic issues such as color or and dNK&M aP #W are rot parWazcsdng ate,should be addressed as partof the agreement 772.=W:0Dscks-..When repladrig rooft the exp wood rod deck may law to be renalled in accordance with the went pmWdor Smarr R4403.(The roof deck Is usuagy corcealed prior to removing ft.4*Wng roof Wst+m). 3. Cornam Roafs: Common Hoofs are.those which have no visible delineation between neighlxxing tests (i.e. townhouses, condominiums. etc.) In buildings.with common roots, the rooft contraglor an&or owner shy notify the occupants of a4acent units of roofing work to be per6orrned 4,Exposed Callings:Ems,open beam ceilings are where the underslds,of'the roof decking can be viewed from bebw.Theowner may wish to maintain the ardilet3 nal appeararm.therefore,row rd peneballorw of the underside of the deddno may hot be acceplable.1bb provides the-option of maintaining 74F.L.Wder:The current roof system andtor dm*of the building may not drain vM*dW may cause water to poral (a<xumulate) in low-lying areas of the moL Poncft ca§ ba Grp Indled'Sh'of ••••;• stn.ictural distress and may require the review of a professional strimbnal erg:PM4 mayAd& ....;. the His expectancy and performance of ftre new roofing system Pante condillonif 1hW hot be evktM until thq orf"roofing system Is removed ftndhg conditions should be corrected'•"'• :••••: .••• • • . • ak2 Ovefftw scuppers(wag oLdkft):k is regt*W#rat rainwater kaon of s&OM the ro&a not ••••• overloaded from a up of water:Per�neterlerc�e vols or other root exlmay1 DW3his ••:••' If overflow s (wed duty)are ��not .�p�rpoviidedy.�if�may be necessary to ir�l 8hrMw yrs in ••••;• with the re�renronteofSem R4402,R4403,and 84412 •"••• ' •• '• 7.V��ns 1St o&structures should have some ability to vent natur dli a qu�h �•••• lkn*Wwor of Me stru�aal any(#ro building it eM The exp amount ofaaNc vwWaV n shag• Q�� reduced it may be beneitc�to consider additional�which can ran*In extending to servee iia of the roost ExceIvIl n:Atte,designed by a Flores Icensedenglneeror regMered archgectto eminate the aft venting,venting shall not be required. C�avner's! nt' Date Continctors Signature Property Address Pemrk Number