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RF-14-1228,v Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222425 Scheduled Inspection Date: October 28, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 515 NW 111 Street Miami Shores, FL 33168-3331 Project: <NONE> Permit Number: RF -6-14-1228 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (202)772-4076 Parcel Number 3021360210710 Contractor: AG STAR CONSTRUCTION INC Phone: (305)457-9970 tsunming uepartment comments RE- ROOF TILE AND FLAT ROOF COLOR THRU Infractio Passed Comments CONCRETE TILE WHITE I INSPECTOR COMMENTS False Inspector Comments PassedElCREATED AS REINSPECTION FOR INSP-222301. Roof ok. Missing renailing affidavit Failed 'rA-1 - Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 27, 2014 For Inspections please call: (305)7624949 Page 32 of 35 ` A-1 C�J'1l�TiJ1KE71�RS, IANC' UPLIFT TEST EXPERTS Owner's Name: A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Job Address: W Roofing Contractor: — - Type of Tile: no Permit #: P11--Z- Date installed: Approximate Roof Height: �� feet Roof Pitch: �5 //Z Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: Z ft 2 Required Testing Force: 3 lbs. Testing Equipment: F.G.E.100 .//f/ hell Date Tested: Other ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST FEST LOCATIO UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 26 S 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 e 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 91 116 141 17 18 42 43 67 68 2 117 118 142 143 19 44 69 94 119 144 20 45 70 A vonstfft Englnedfw-o 145 21 46 71 96 121 146 22 47 72 97 122 147 23 48 73 Q: 1918 123 148 24 49 74 99 124 149 25 VAD1850 75 1 1 100. 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED DY --t Jose A. Martinez P.E. # 031509 � A-1 CONSULTING Et ERS, Lab. CertificatioK# 7-030603 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 - Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 • SPANISH: Cell (305) 498-9804 SKETCH OF ROOF w M 34N 3; A 33 27 az 23 0 Miami Shores V J Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2rd Ave Miami Shores, FI 33138 Re: Owner's Name: PropertyAddress: % 1 �� /I I Roofing Permit Number: (-1 y—/a_2V Date: i ®�/� Dear Building Official: i )4)6e % g C22 l'�a m 6'z—certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 96-3.047 F.A.C. 0_4 Axe I e Gg14.4 Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ci v 20 z� Notary Public, Sate of Florida at Large �.� irE✓�?ap IY oply Fonseca �CW011K17N#EE192081 ;> - EXPIRE,,; APR.24 2016 W1M'vV.MRONNOTARYcom RevW on 5121Q= FINAL COMPLIANCE Miami Shores Village Building Department 2 &LINE Avenue, Miami Shores, Florida 33138 ) 795-2204 Fax: (305) 756-8972 PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION >OUILDING ❑ ELECTRIC ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: JUL S 12014 FBC 20/0 Master Permit No. Sub Permit No. REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#:_ i I a?)o a Ica 10 Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): k --,I "t' 1 ��c�C,i % Phone#: Addres1s•`1�`�� 0() C i -g r -n C-© bp,- City: L'1 l,4(.�1� C��l_SL�i State: Zip: Tenant/Lessee Name: ^^P,�,hone#:_ Email: Grp 1J0-- Company N Address: 1 City: State: Zi 3 3 / Z,, -r Qualifier Name: Gt( Phone#: State Certification or Registration #: (j5t— /� �� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Ga' Value of Work for this Permit: $ Roo ` ' Square/Linear Footage of Work: Z2 f Type of Work: ❑ Addition ❑ Alteration ID New � Repair/Replace ❑ Demolition Description of Work: nl&-Z34 ,[Q.I -�iv 6s" Specify color of color thru tile: Submittal Fee $ Permit Fee $ ' �„ Y CCF $_ Scanning Fee $ � ; Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 o proved and a reinspection fee will be charged. #7k Signatur e)iSignature OWN or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this dayof .Jud20f by oAawv'Ql tl-'e try,-. , who is personally known to IF me or who has produced L 4.as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: The foregoing instrument was acknowledged before me this II day of 20 by �G a who is personally known to me or who has produced 1,6c) /V /� as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: s�,00u�ri,,e 1'Jlaki'a'�l E 0 Sem : � V P(jS�'ee iu►sr7P'� Seal: �, aCOMMlSSIO EE192081 Pi's`%'aC01�N' MGN �E 1,92081 0 �24, 2016 A?R. 24 2016EXPIRES: APR. ^�04 E t�IRI.5, WWW:AARONNOTARY.com 'oo OF .'' Vy\'c\'a.n �JfV OTARYCO e„ o APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1111�111y "reservation Specialists &Rvhg South Fbdda *ICG 2000 40 uctlon ir"al Sery}eft ••• €victtons Londscaping( etvatiorf REO And Nk)ro.. Marlanella Ne A Ac=nt Manapr a _ Inc (D(30SM9-2020 m(M)925-MM QMarianelW@domesticrenovaton wm ©iacebook com/Domestidlermvators QtwittereomiDomestk tenovat ® www.domestiaenovatorscwn Q 1 o763 NW 23 St Miami, FL 33172 0 C 1. l CitiMortgage, Inc Agency Claims 14700 Citicorp Dr # 1 Hagerstown, MD 21742 To: Marianella Negrete Phone: 305-639-2020 Fax: 305-639-2703 Re: Property at 515 NW 111 St Miami Shores, Fl. 33168 Date: June 26, 2014 This letter gives authorization to Domestic Renovations, Inc. permission to obtain permits and complete any repairs necessary at the address of 515 NW 111 St Miami Shores, Fl. 33168 Thank you, Denise Cramer Property Preservation U Ur 1W.1,16111 Is go - Subcontractor Agreement Property Address: 515 NW 111 Street Miami Fl. 33168 Folio# 1121360210710 This subcontractor agreement is made between AG STAR Constructions, "Subcontractor," and Domestic Renovators, Inc., "Contractor." The agreement covers work to be done and sets expectations regarding that work. Violations of this agreement may lead to legal consequences. This agreement guarantees the Subcontractor a payment of $300.00 for the work to be done. In cases of additional labor, the Subcontractor will be granted additional pay and will have the right to negotiate the amount. The total amount due will be paid upon completion of the work, with a deposit of $300.00 in place before the work is begun. The work to be performed by Subcontractor is limited in nature. It covers exactly and precisely the following duties: Obtain structural permit to pass final roof inspection Materials for this work will be provided by AG Star Constructions and have been considered in the pay rate listed above. The Subcontractor will be responsible for providing labor and managing the project as stated above. It is understood that the work will be started on 7/15/2014 and will be completed by 7/25/2014. If unforeseen circumstances prevent the safe and effective completion of the work, extensions will be discussed but are not guaranteed. If delays are not remedied within 30 days, the Contractor will have the right to withhold payment, unless the delays are caused by forces within the control of the General Contractor. The work performed will be of a certain standard in order to be considered acceptable. These standards are explicitly outlined in the description of the project provided to the Subcontractor, but generally include before, during and after photos of all work. If legal disputes arise, the case must be arbitrated by an independent entity qualified for this position. The fees for arbitration will be paid by the party deemed in the wrong, and all charges will be voluntarily submitted once arbitration is complete. By signin is a ment, both the Subcontractor and the Contractor are agreeing to all terms above. AG St onstructions 07/15/2014 ��me7icVenoVal�ors,Yt',cN'::--'-�� 07/15/2014 10763 NW 23rd Street Miami FI. 33172 Phone (305) 639-2020 Y July 2, 2014 JUL 21 2014 AML am A -I CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UpLIFTrEgr ECO P Y LAB. CERTIRCAMN NO.01- S 4383 SSW 70 CT AHANA FL 33155 TFL: 345-744-955 FAX: 305-740-9550 City Of Miami Shores Building and Zoning Dept. RE: 515 NW 111 ST NHAW F1 INSPECTION REPORT I have inspected the above referenced project and the following is a report of my findings: I conducted dezorated ns avisual inspection of the Roof Frame and observed that one joist was re e�md ; were repaired by placing a new 2'-r length joist next to damaged joutswd nailing the joists together with i 6d penny nails at 6" of center staggered, The new joist bear and ; connect on the supports. (see photo), SHEATHINGS: 518" board sheadling over all joists nailed with 8d Ring Shank nails at 6" G.C. (at least 2 nails per board) at Perimeter edges (Boch Scanner). The work is in compliance with the Florida 2010 wilding Code. If I could be of any further assistance in this matter please do not hesitate to contact me. Sincerely, and Signature 01, r:.. ., _ . A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSUL G UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-12 5 4353 SW 70 CT MIAMI, FL 33155 TEL: 305-740-9550 FAX: 305-740-9550 September 8 2014 City of Miami Shore Building and Zoning Dept. RE 515 NW 111 ST M1AX% F1 INSPECTION REPORT Dear Building Official: I have inspected the above referenced property and the following is a report of my findings: Roof frame — I conducted a detailed inspection of the roof frame, wood rafter and celling joist in good condition was observed. Overhand soffit was removed and found damage in some 2" x 4" outlooker (see attached photo). The deteriorated outlooker were repaired by placing a one new the same length to existing next to existing rafter and nailing together with 16d penny nails at 6" of center staggered Sheathing — The 5/8" board sheathing in good condition over all joists nailed with 8d Ring Shank nails at 6" O.C. (at least 2 nails per board) at perimeter edges (Boch Scanner). The work is in compliance with the Florida 2010 Building Code. If you have any further questions please do not hesitate to contact me. Sincerely, JXNo: PS , T Miami Shares Village JUN I �2 2014 i 9 Building Department ; . ( 990 N.E.2nd Avenue, -Mimi Shores, Florida 33138 Tel: (309) 795.2204 F= (305) 756.8972 a INSPECTION'S PHONE NUMBER: (345) 762.4949 Permit Type: JOB ADDRESS: City: FoliolParcel#: I 0 FBG 2010 Penult No. Master Permit No...R F I County: M slut ami Dade - Zip: Is the Building, Historically Designated: Yes i NO Flood Zone: OWNER: Name (Fee S'�Mt�fcolr. tleh);0-41 NOY 40-1- —��Z� ®1 IN Addreca- Nlco 1 City: Email: State: Zap: c1 %.Y Names. Prone#: �q, ` ' 01r a � CONTRACTOR: Company Mame: A � Q, i 2 �1 �`� Phone# �' �°� Address: IQQ4 A t _ City: III State: -inti - Qualifier Name �ilf' � � a Phone#: State Certification or Registration #: C-�IZCjqP1 Certificate of meet # Contact Phone#: &) 66 % Email Address: a S' �" C�vt � a (,Q r1l DESIGNER: Architect(Engineer: Phonek Value of Work for this Permit: $ 10100 � SquarelLinear Footage of Work: 0-0 � Type of Work: LlAddition o e (?Altqakioa,-)JpNew MRepair/Replace ®Demtolition Description of Work: of / / / C e. Submittal Fee $ Permit Fee $ CCF $ COWC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary $ Traiuing/Education Fee $ Technology Fee $,,%j .Double Fee $ Structural Review $ -;6 J TOTAL FEE NOW DUE $-0 37 0 0 r 0 Banding Company's Name (if applicable) Bonding Company's Address City State Zip <ortgage ortgage Lender's Name (if applicable) 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 re atin construction in this jurisdiction. I understand that a separate permit must he secured for ELECTRICAL 'W® � g WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDIIMIONERS, ETC..... ' PLUMBING, OWNER'S A>F'FMAVff: 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. O OWNER:yOURFAHURF RECORDNOTICE 1 COMNENCEMENT MAY RESULT IN YOUR, PAYINGWICEi UAPROVEMIENTS TO YOUR YOU it 1 TO. OBTAIN FINANCING, CONSULT WIT1I YOUR LENDER OR AN ATTORNEY RECORDING 1UR NOTICE OF g f i Notice to Applicant. As a condition to the issuance of d building permit with an estimated value exceeding $2500, the applicant must Promise in good faith that a c of the notice of commencement and construction lien law. brochure will be delivered to the person whose property is subject to hment. Also, a certified copy of the recorded notice of commencement must be posted at the; job site for the , just inspectdon wh occurs seven (7) days after the building permit is issuer In the absence f such posted notice, the inspection will not be ap o ed and a reinspection fee will be charged Signa twe Signature er or Agent The forepa& 20 ng instrument was acknowledged before we this Q; day of .,�"by "'` �� ,, who is personally known to me or who has produr.4_ .,''a'a As identification and who did take an oath. NOTARVPUBLIC: Sign: Print: My Commission Expires:�_ _ / / a Contractor The foregoing instrument was acknowledged before me this 6 day of 2`v e- , 20 _Lq-, by—xis l oa 6dom eL who is ��knome or who has produced_., as identification and who did take an oath. NOTARY PUBLIC: sign: �1 # Print: e 2OA4 ' My Cotrlmission A• V. _----- le APPRO6'ED By _--_tea � '?C110f Plans Exanuner COMMISSION # EE 192061 EXPIRES: APR. 24,2016 VVIV.AARONNOTARY.com Zoning Structural Review Clerk (Revised 3/12?2812)(Rev1sW 07/1=7XRevind o&Io/2Wq)(Revised 3/13109) CPW 2013RO955303 OR Sit 2 38 P% 4751€ Ups) IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL REG EQ 12105/2013 15SP454 CIRCUIT IN AND FOR MIAMI-DADE COUNTY, FLORIDA 'WED 00C TAX 432.60 N4MV RWINP CLERK OF';QWT I1ItAl-OW COURT`t: FLORIDA LAST PAGE CITIMORrGAGE INC Plaintiff{s} 1 Petitio pegs) VS. MARTIN, KENNETH. et al. Defendant(s) ! Respondents(s) GYRAL JUFISDICT1ON DIVISION Case leo: 100270a''OMI Ta ✓ :F a.. ttA la CERTIFICATE OF TITLE The underslgmW clerk of the court certifies that a Cediticate of Sale, was exemAed and Tiled in this action on November 14, 2013, for the property described herein and that no objecdons to the sale have been gads wain the time moved for filing objections. The folbwing property in Miami -Dade County, Florida. F was sold to: CITIMORTGAGE, INC, 9000 TECHNOLOGY DRIVE OFALLON, MO, 63304 TNESS my hand and the seal of this court on December 012, 2013 . Cn ozzi let. 03- .just.) Y.jut) tJGil O ma N W r xy Harvey Ruvin, Cterk of Courts tMWn Dade County, Florida 14 r1— June 6, 2014 Letter of Authorization RE: 515 NW 111 St. Miami, FL 33168 To Whom It May Concern: www.ciflmortgage.com Please accept this letter as authorization for Domestic Renovations to pull permits and complete repairs for the above referenced property, as they are sub -contractors with our preservation vendor, Safeguard Properties, LLC. Thank You; rWW,/Y_ Marie Si er Assistant Vice President © 2011 CIUMortgage, Inc. CIUMortgage, Inc. does business as Citicorp Mortgage in NM.CitiMortgage, Inc. is an equal housing 112t lender. Citi, Arc Design, and Citi and Arc Design are registered services marks of Citigroup Inc. 'Calls are randomly monitored f FNO— and recorded for quality assurance. CIUMortgage is a debt collector and any information obtained Will be used for that purpose. "'UILI-IZ2T 0 ell - RWIM16-1=J' Property Address: .5/S Roofing Permit Number im-MMIM. = cerW that I am not required to retrofit the roof to wall connectons of my building because: XThe just valuation.ior the structure for purpose of ad valorem taxaton is low than $300,000.00. Please attach proof of ad valorem taxation. AIT -7 -,VFt NX 7777. 1 WPp e South Florida Building Code (1994 SFBC) ti, yr 5MI1117 "1777 Notary Public, Sate of-Rerida, at.-Leffl.e. :1. ; 71 -1,11 1�1 .4 '411 7 . 's 1 0 lz. , ,, t"' !I , ;' e- 11 11 1,,, , we'. - .' I I , 0 " "M.1;1 Revind on 5121120M JUN -19-2014 08:51P FROM: 0 J0omestic enovators JUN 1-9 2 14 nc. Property Address: 515 NW 111 Street Miami Fl. Folio# 1121360210710 This subcontractor agreement is made between ASTAR Consl Renovators, Inc., "Contractor." The agreementIt vers work to that work. Violations of this agreement may leadlegal consegi TO:3057568972 P.1 tions, "Subcontractor," and Domestic done and sets expectations regarding This agreement guarantees the Subcontractor a payment of $10,0 DO for the work to be done. In cases of additional labor, the Subcontractor will be grantei I additional pay and will have the right to negotiate the amount. The total amount due will be paid upon mpletion of the work, with a deposit of $4,000 in place before the work is begun. The work to be performed by Subcontractor is limited in nate e. It covers exactly and precisely the following duties: Remove and Replace file roof Materials for I his work will be provided by AG Star Constructions and have been considered in the pky rate listed abov e. The Subcontractor will be responsible for providing labor and managing the project as st ited above. ft is understood that the work will be started c n 6/20/2014 w d will be completed by 6A7/2014. If unforeseen circumstances prevent the safe and effective comp l tion of the work, extensions will be discussed but are not guaranteed. If delays are no remedied with n 30 days, the Contractor will have the right to withhold payment, unless the delays ar i caused by fo ces within the control of the General Contractor. The work performed will be of a certain standard order to be + explicitly outlined in the description of the rroject provic include before, during and after photos of all wc rk. If legal di an independent entity qualified for this position.a fees for ai in the wrong, and all charges will be voluntarily s bmitted once By signing this agreeme04, i%th the Subcontractoriand the AG Star 3 10763 NW 23nd Street Miarrt Fl. 33172 idered acceptable. These standards are to the Subcontractor, but generally ;es arise, the case must be arbitrated by ition will be paid by the party deemed tration is complete. are agreeing to all terms above. 06/02/2014 06/02/2014 (305) 639-2020 ACADR"� CERTIFICATE OF LIABILITY INSURANCE DA,EM1(NN�YY,r) 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 INSURERM AUTHORED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be andorud. If SUBROGATION IS WAIVED, subject to the terms and comillforhs of the policy, certain policies may require an endorsement A statement on this eertificats does not corder rights to the certificate holder In Ihw of such endoraement(s). PRODUCER CONTACrJOSE HERRERA All Florida Insurance PHS —4)510-7321 FAx No • 9.54 510-7323 7782 Wiles Road Mw., Ihemera®my8i—co- AFFORaNOCOVERAGE NAICs COrai Springs, FL 33067 INSURER A : EVANSTON INSURANCE COMPANY Phone (954) 510-7321 Fax (954) 510-7323 INSURED INSURERS: INSURER C : AG Star Construction Inc. INSURER D : 1827 NW 1 ST STREET INSURER E MIAMI. FL 33125 (305) 2242185 INSURERF: 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 CONTRACTOR 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. ULM SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L S TM INSURANCE AM I WMPOLICY PQLICY NUMBER EF POLICY EXP UNITS A NERAL UAS[IJW ® COMMERCIAL GENERAL UABIUW El ❑ C� ❑ AIMs-WADE © OCCUR Y Y 620140450 O6/15J2014 06115=5 EACH OCCURRENCE 1,000,000.00 PREMIA woe $ 100,000.00 MED EXP (My am ) S 5,000.00 PERSONAL & ADV INJURY S 1,000,000.00 ❑ GENERALAGGREGATE $ 2,000,000.00 GE t AGGREGATE LIFT APPLIES PER ❑ POLICY ❑ PRD- ❑ LOC PRODUCTS - COMPADP AGG S 1,000,00D.00 DED $ 1,000.00 AUTOMOBILE LIABILITY ❑ ANY AUTO OWNED ❑ SCHEDULED ❑ AUTOS ALL F1HIRED AUTOS ❑ qT DINE) 1 INGY E LwT BODILY ILIURY (Per person) S BODILY INJURY (Per acdderal $ acddentD � S $ ❑ UMBREn r A UAB [_]OCCUR ❑ EXCESS UAB ❑ CLAINS-MADE EACH OCCURRENCE $ AGGREGATE S ❑ DED ❑ tiE1T]maN$ S WORI(ERSCOMPENSKIII0111WCSTATNb AND EMPLOYERS' LLIT IABIY YIN ANY PROPRIE)RIPARTNERIEXECUME OFRCER&4EMBEi EXCLUDED?N 1(1tNyaanSh,y U NH) � DfSCRIPd 1-N OOF OPERATIONS below I A ❑ OTH- EL EACH ACCIDENT $ E.L DISEASE - EA BdPLOYE S E.L. DISEASE - PO ICY LIMIT $ DESCMMON OF OPERATIONS I LOCAnONS / VE" (Attach ACORD 101. Addllonsl Remehka Schedule, Ir mare apace 1s ) 98677- ROOFING COMMERCIAL 98679- ROOFING RESIDENTIAL 91580 -GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION @ 191114-2010 ACORD CORPORATION. All rights wed. ACORD 25 (2010A M QF The ACORD name and logo are registered marks Of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Mimi Shaer Village Building Department THE EOM710M DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue AUTHORIZED REPRESMATME Mlami Shores Village, FL 33138 A34;—z:)— Fax# 305-7568972 @ 191114-2010 ACORD CORPORATION. All rights wed. ACORD 25 (2010A M QF The ACORD name and logo are registered marks Of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JUNE 13, 2014 Permit No: RF 14-1228 Building Critique Review 1. Provide copy of the contract between AG Star Construction and City Mortgage. Ismael Naranjo Building Official Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. NE ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane zone Uniform Permit Application Form Section C (Lour Slope Application) Surfacing: k' (b 00 j -A Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, identify as "NA") • - /� /J� / ,, ,.,, Fieid: �° oc 0 Lap, # Rows � j@� �" oc System Manufacturer: `�'*''�`r" r qa&- ©` Perime#er: " oc Lap, Rows `f' ' oc �j Product Approval No.: '� C)# 2q. -O '� , I Corner: �" oc @ Lap, # Rows `t' fel ° cc Design Wind Pressures, From RAS 128 or Calculations: Max. Design Pressure, from the specific Product Approval system: - S -d, 5 Deck:j Type; 1p'� P II td�t'?4Q GaugelThickness: Slope: i 50 ! (-Z Anchor/Base Sheet & No. of Pty(s): 4 Anchor/Base Sheet Fa ger/Bandin� Material: insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: �! Top Insulation Size and Thickness: Top Insulation Fastener/Bong Material: ,[+!24 r Base Sheet(q) & No. of Ply(s):OPV bAse 5614 ee Wiener/BAAnd&�tg f�at Y'!r L9 ��1 `'! 11 t n C Number of Fasteners Perinsulation Board: Field Perimeter'/ Comer _ Illustrate Components N ed and Details as Applicable: Woodblodit. Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean RW Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener -Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 Ply Sheets) & No. of Ply(s): cwt)- 174o pS #'btu U Ply Sheetft4-• ted CLS 12onding M Top Ply:one, GAP ,moirnen &)p5hoj Top P(y Festener/Bo ndirLq Maes - r.A Ip1n 3& 1 f S P ��a`'P1yaj« 30 L144 5)6 3 Parapet Mean Roof Height 1535 Florida• • Code Edition 2010 ANWcation Form -High Velocity Huffk=w Zone Uniform Permit C` • • • :• • •, `j :� I l `1=f7 1 I.1 l•� 11 F: . ROOF Slope: 12 Ridge VenS A) t - mean Root HeIght % 12301-48 1/13 PAGE 4 A A- n &Spacing:ve Type ria l 1 E I -5/11 jin S -Iti I2c �r Cap E I � Covering: . Tye ®rip dge:�x Z(O r )✓ FlorWa OuNding Code Edhion Ed-on2010 High Velocity Huffk=w Zorn Uniform Pem* Application Foran For Moment based tk systemsq dwose either Methed 1 or 2. Compared the values for Mrwitb the values from ME. If the Mf values are greater than or equal to the Mr valmes, for each area of the rood then the lite attachment method Is moble. Method 1 "Moment Tile, Calculoons Per RAS 127' (Pa: ' xjD.3 m i�_ZVI 1 mhta +20 NOARlif 31-3 � �1a _' ; i . Z NOA?* IIJ (P3:) O Q _5 ' NOA Mrd Med" 2 "Simplified Tile Calculation Per Table Below" Pegnired Moment of Rance M From Table Below NOA P4 *Must be used in conjunction with a Ust of moment based We sysftm endorsed by the Coady Board of Rules and Ag For Uplift, based tale systems an Method 3. Compared the values for Ir with the Values for Fr. If the F' values we greater than or equal to, theFrvalues, for each area -of the root, thein the the aftadknwat method is Method 3 "TJX Based THe Calculations, Per RAS 12T (Pa : z 1: m z w: _ --) — W: z cos 8: = Fr1= NOAF_ (P2: z 1: = z w: -_-J— W: z cos 8: - = Feg NOA F (P3 : z 1: m zee: _ — W: z cds ®: = Fre' NOA F' W= 123_01-48 1/13 PAGE 5 to Owner's NotiOcation Form HVHZ 2010 "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, 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 section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. �t 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 5 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 1-� 5 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of 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 Codi Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designers by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be regyed. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: dome -0uWC +wide Get 1 i JL.com TGFU,,Rt3O6 Rooffft System Rooftg See Cmeral 1minwalkM for Rggftg GAF MA RLAU CORP 1361 ALPS RD SVA M 07,470 USA Cbn A r. Deek: C-15/32 hKhIue: 2 R1306 4. Deck: C-15132 hugow. I i Slip Sheet (OptianoQ: -- Red min pwo4 Hallen to dwk Base Sheet: -- Gne ply Type 02 "GAFGLA.S #75 Base Sheer or "Tn Pty #75 Barn Shy" (way be named. Ply Sheet: -- One or mom plies Type 01 "GAMM Ply 4' or "Td Ply Ply 4" or GAFGLAS Ply 6". Cap Sheet: -- One ply Type 63 *GAFGI.AS Aftend Sudwed Cup Stag" or "Tri Ply Mineral Surfaced Cap slit". MMI IA-DADE COUNTY M0 DA ZDE PRODUCT CONTROL SECTION E 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC. RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwaniamidadeeovIeconomv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product *or material fails to meet the- requirements herequirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered of er a renewal annlication has been filed and there has been no charge in the applicable building code negatively affecting the. performance of this product. g TERNIINATION 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. ADVERTISEm ENT: 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 'hall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. CMMMM=QADEML*M ' NOA No.: 13-0424.09 Expiration .Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM # 12 Fastener or Drill-TecTM # 14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate 12" 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 —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTmc® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap. Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bsJsq. and 3001bsJsq. respectively in a flood coat of yproved asphalt at 60 lbs./sq. Maximum Design 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. Pressure: See Fastening Above Muurt�ane+coanvty NOA No.: 13-0424.09 ' "' • Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMTTATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %" Dens DeckTM Roof Board or z" Type X gypsum board is acceptable to be installed directly over.the wood deck. GENERAL LMTATIONS: 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 fust 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 EW range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3• All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; orstrip mopped 8" ribbons in three rows, neat each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. - Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F5 value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, Prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered lted--tri rP�"c—,- Pf��.. c» ci v c all��P�P-�,i�dr-r1.w21_i�SiStanCe-�21edP taken .from Testing Application Standards TAS 105 and calculations in coin fiance with Roofing Application Standard RAS 117. p g pp 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, Perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). referred within this NOA, General Limitation #7 will not be a hc(Wh en this limitation is spec�cally 10. 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. END OF THIS ACCEPTANCE �E couMY NOA No.: 13-0424.09 Expiration Date. 11/04/14 Approval Date. 10/31/13 Page 17 of 17 2 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 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. PERA 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: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 I' IAW ) m, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/vera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 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. PERA 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: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in 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: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 NIA Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 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 normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 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. 3MTM 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 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 tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 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 PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Undarlayment 1 21 101n. Eve Course . Fascia Foods Eave course only: Eave Closure Keep adhesive approx Eave course ordy: 41n, up from weepholes Nail through plastic cement Paddy (Beneath Tile) unwayment = =- 10 in. 21M = - Eave Course Eave Closure Eave course only: Keep adhoehe approz 41n. up Fascia from weepholes Paddy (Beneath Tile) Underlayment 1 1) Place enough adhesive to achieve 17 to 23 Optional chaps for square Inches in cordact with the pan toe steep pitch applications Nal through plastic eerrrerd 2) Tum covers upside down. Place adhesive 1121n. To 1 In. From outside edge of cover tile. Then irsbl the die. Undedayment 1 ° 00 o Remov = top potion = ` ging of the save course coverls. Abutto seeorul couraeof Options! pan flea. Ensure save and of Point-upMortar pan and covertilas are on lorghrdhral flush at save 11ne. mlgea of the Eave closure phols Fascia (mortar shown) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 21 Eave Course Foods Wasphole Eave course ordy: Eave closure Keep adhesive approh. Ddp edge 4In. up from weepholes 1) Place enough adhesive to achieve 17 to 23 Optional chaps for square Inches in cordact with the pan toe steep pitch applications Nal through plastic eerrrerd 2) Tum covers upside down. Place adhesive 1121n. To 1 In. From outside edge of cover tile. Then irsbl the die. Undedayment 1 ° 00 o Remov = top potion = ` ging of the save course coverls. Abutto seeorul couraeof Options! pan flea. Ensure save and of Point-upMortar pan and covertilas are on lorghrdhral flush at save 11ne. mlgea of the Eave closure phols Fascia (mortar shown) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Nall through Plastic cement Paddy (Beneath Tile) Undedayment o Undedayment 7 In. In. 7 in. - ;,--c 2 In. Em Course Fascia Fascia W80010 % Fare Course Eavo closure Eave Closure UP edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nall through plastic cement I N" 01- Single paddy 3 In undertile x3in. -- Single paddy on 2 In. under- layment Single pad on top of ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nall through plastic (between file) Underlayment Paddy (under file) 41n. t "3 In. x3 In. 4 In. Single paddy on 2 In. under- layment Single paddy Eave course on top of tile 2 In. X 71n. medium size paddy eave % CaveCourse Fascia course only 100 Nall through plastic cement In. x 3 In. 41n. Single paddy an underlayment 2 in. Single paddy on top of Ole Eave Course Single paddy under tile Single paddy between Ole Eave Closure 2 In. x 7 In. medium size paddy save course only Fascia END OF THIS ACCEPTANCE Single paddy under Ole Single paddy between the 2 In, x 7 In, medium size paddy save course only ,,` Fascia " Weephole eve Closure UP edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 MIAMI. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/sera 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 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 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. PERA 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 ht 1F -MIN, ut�Y Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Identifier Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - Appendix III w = 13" pressure extruded concrete roof tile The Center for Applied 1-5/32" thick Slate equipped with two nail holes. For May 1994 1-9/32" thick Shake & direct deck or battened nail -on, mortar TAS 101 (Mortar Set) Split Shake set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, Engineering, Inc. Width: varies concrete roof pieces for use at hips, varying thickness rakes, ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Aeencv Test Identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 'll MU4MJ APPROVED PPR COUNTY Expiration Date: 04/26/17 � Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. APPROVED 25-7183-6 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) 25-7214-1 Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) 7161-03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) P0631-01 Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Project No. 307025 Wind Driven Rain Test #MDC -77 TAS 100 R1.894 Physical Properties R2.894 TAS 112 R3.894 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation 25-7094 Calculations Evaluation 25-7496 Calculations Evaluation 25-7584 Calculations 25-7804b-8 25-78044 & 5 25-7848-6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Evaluation 25-7183 March 1995 Width -w (ft) Calculations 11.5 1.417 Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -.% (ft) Tile % (ft) -X(ft) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake NOA No.: 12-0222.03 MuNoaoeCourrrir Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 24.3 Deck 24.2 Deck 19.0 Deck 22.1 Deck 35.5 Deck 34.8 Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 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 Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monierl-ifetile Saxony 900 Slate, Shake & Split Shake Polyfoam Pol ProTm 118.9 Polyfoam Pol ProTm 40.4 3 Large paddy placement of 45 grams of Pol ftTA°. Mortar Set 4 Medium paddy placement of 24 grams of Pol ftTm. Slate, Shake & Split Shake Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monierl-ifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.03 M j APPRO CouNTtr Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL PROFILE DRAWING MM00-71in, SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL 32 ° (slate) 32 ° (shake) ILAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE MIAWWOECOUNTY101 ...1 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8