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RF-13-2758• ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210284 Scheduled Inspection Date: April 09, 2014 Inspector: Rodriguez, Jorge Owner: NOALES, GONZALO & JOHANNA Job Address: 371 NE 103 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: A ROOFING SPECIALIST INC tsunasng uepanment comments RE -ROOF RESIDENCE WITH TILE 12/19/2013 - Bounced check must be paid for before anymore reviews. Check#3765 for $50.00 Future payment on this permit must be made in cash or credit cards. Permit Number: RF -12 -13 -2758 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)632 -9753 Parcel Number 1121360130270 INSPECTOR COMMENTS False Inspector Comments Phone: (954)966 -1185 Passed �� CREATED AS REINSPECTION FOR INSP- 204191. Missing renailing s &z affidavit Failed � �� ®•��. Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 09, 2014 For Inspections please call: (305)762 -4949 Page 14 of 29 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Sheathing- Affidavit/ Secondary Water Barrier WBC 2004) r� Job Address: I 1 b3ra S^� Permit No. I a13 X? S Name of Roofing Company: Qt Name of Qualifiergjl6f f &S License No.: Address:�1 33 OQ 1, ea.r A&ws , do hereby affirm: (Print Name of Qualifier) That I have personally inspected the re- nailing of the existing roof sheathing as required by Florida Building Code (FBC) Section 201.1 for the area covered by the roofing permit referenced above and further state that the re- nailing of the sheathing meets the requirements of the current edition of the Florida Building Code sections FBC Section 201.1. Nail spacing shall be 6 (six) inches on enter at panel edges, 6(six) inches on center at intermediate supports, and where applicable 4 (four) inches on center over gable ends and sub fascia. Existing fasteners may be utilized to achieve such minimum spacing. I also certify that a secondary water barrier that meets the requirements of F.B.C. Section 201.2 been achieved and hereby provide the accompany photos for verification. /`>L du90"Wantpictor Signature * Date �U— Ff = t2c `{ j?> S , having first been duly swom, does affirm (Print Name of Qu?liifierl Contractor) the statement above to be true and correct by mar wte� � NotaL0=4nV017 tate of Florida % .Patrilly (Seal/Stamp) Dat :Y C EE 869709 Apo Exj* Personally Known to me ❑ Produced photo ID- Type of ID * An Owner/Builder acting as contractor is considered the qualifier for this code. eder & TESTING INC. March 27, 2014 A Roofing Specialist 911 South 581' Street Hollywood, Florida 33023 RE: TAS -106 TELE UPLIFT TESTS Proposed Roof/Noales Residence 371 NE 103`u Street Miami Shores, Florida Dear Sirs: Phone 954- 784 -2941 800 - 848 -1919 fax 954 - 784 -7875 fed4ng.com Order # 14-869 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance. with Testing Application. Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on March 27, 2014 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project The subject roof consisted of S Shaped Clay Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 58 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200.. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1— 9 Comer See Attached Diagram > 35 Pounds Passed 10— 37 Field See Attached Diagram > 35 Pounds Passed 38 — 51 Perimeter See Attached Diagram > 35 Pounds Passed 52 - 58 Hip / Ridge See Attached Diagram > 35 Pounds Passed All test results were found to be in compliance with TAS -106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test, These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing unbiased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, /I Keith LeBlanc, P.E. Federal Engineering & Testing, Inc. Florida Reg. No. 59394 - Certificate of. Authorization,# 5471 Miami -Dade County Certification # J 1- 0407.01 • M® Construction Material American Concrete Miami bade Florida Department Engineering Council Institute County of Transportation ° lor Perimeter Dimensions = 5.01 Comer area = 225 S.F,9 tests Perimeter area=1040 SA-28 tests Field Sketch t;� Field area---1235 SX, 14 tests 137 Total Ridge Caps=7 tests FNot to Scale 371 NE 103rd Street Miami Shores,- Q Miami Shores Village � g Department BY: ' ' "C ®2o�a VMM Buildin p �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 DING Permit No. Q PERMIT APPLICATION Master Permit No.0 Permit Type: BUILDING ROOFING �i JOB ADDRESS: - 3 7 Z -4 / c City: Miami Shores County: E_ Miami Dade Zip: 53 13 0 Folio/Parcel #: 1 1- a 13 6_ D I S- 0; m n Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: *J I( N a 10 � S'T NO Flood Zone: City: I S __ State: -- Zip: Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name: A P nt r, /j& S Pe C i prc (s-r phone#: qV - %0 Address: I �< n< S S g i✓ City: C��- P�r11� B-SYJ State: Zip: 3 3 0 03.3 Qualifier Name: �1 r �CQ S$ Phone #: State Certification or Registration #: ` xt, 13 � � Certificate of Competency #: Contact Phone#: % 1 _ Email Address: DESIGNER: Architect/Engineer.. Phone#: Value of Work for this Permit: $ I G j 'I Sb ► 00 Square/Linear Footage of Work: Type of Work. DAddition UAlteration Description of Work: �-e - Roo® (-�2S 4 ❑New epair/Replace M_ LA)/ _F/ L45' Color thru tile: `f+�— ODemolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $rgqb .60 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 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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, CONS%T WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OTICE OF COMMENCEMENT." Notice to Applicant: As a co tion to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a py of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s ' t 1edjqm#,# tachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec n whcurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will note reinspection fee will be charged. Agent The foregoing instrument was acknowled ed before me this day of 'Dec , by 0 � 7?-A L.0 -� who is person lal v k* wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Si Print aw &Ta-y% ANN CQ �a1 • °•••' MVCOMM155iu +�fl "" 2014 My Commission Expires: * EXPIRES; September 15 � y- s �o� gondedThruBudga4Sloard l9TF OF APPROVED BY Signature IAW. Contractor The foregoing instrument was acknowledged before me this 3 day of , 20 l! , by 1k P,vl CL SS who is personally known to me or who has produced as identification and who did take an oath. OIL Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110nM)(Revised 3/15/09) NOTARY PUBLIC: Sign: (,t/LA fF— Print: My Commission Expirept� :�&,c WRILYF1 � 'CASANOVA AM• * MY COMMISSION 4 EE 016561 , EA RES; Sept ember 10, 2014 Zoning Clerk r A Roofing Specialist, Inc. Licensed & Insured A CCC #1327880 www.aroofingspecialist.com CONTRACT AGREEMENT CONTRACT SUBMITTED TO- .� a } 1?,,S Aq_LI� ` Address: ,�� 7 J f0P_ 'Ina:", :"j City: Telephone: 2t2_`F -6 5? — 5`.3 Braward: (954) 966 -1185 Palm Beach: (561) 241 -9137 Miami: (305) 377 -0440 Fax: (954) 989 -5359 WORK TO BE PERFORMED AT Address: 3 7 / AJAE ADL2 City: 4l 24 4V ® - 4e r S Date: Telephone: We hereby propose to furnish all materials and perform all labor necessary for the completion of type of leak or roof as described below: jA) � u N r-- s PEjQ yi j -r � C New Tile Roof 1) Tear off roof down to wooden deck or best workable surface. 2) Haul away all trash & debris. 3) Replace plywood up to,.eet at no charge. Additional plywood will be $3.50 per sq. ft. 4) Install fascia and rafter at a cost of $750 per running foot where necessary. 5) Nail and tin tag a 30# ASTM base sheet. 6) Install new eves drips metal around perimeter roof. 7) Install new valley and transition metal where needed. 8) Install new vents and stacks where necessary and seal using Roofing Cement and Membrane Fabric 9) Install a 90# mineral surface roofing paper to entire pitch roof in hot asphalt. 10) Install new tiles in expanding poly -foam roof tile adhesive 10 year warranty on labor & material. i rkA TOTAL: DEPOSIT: 2ND DEPOSIT: BALANCE DUE UPON COMPLE CUSTOMER: A Roofing Specialist, Inc. shall not be work is completed, herein on account c storms, windstorms, other casualty, th WORK COMPLETED BY' _ DATE: DATE: DATE ACCEPTED: OF CONTRACT PARTS ONE A ® SALESPERSON: yponsible for damages or delays, either before comma ansportation difficulties, priorities, strikes, accidents, wE or other causes beyond its control. These acts will nuil, lent of or c�yring�t}e`said work described, or after is of God, i e, s den rains, hurricanes, tornadoes, void said warranty. Miami -Dade My Home My Home • - . - . • Show Me: Property Information v i Search By: Select Item v ® Text only 9 Report Homestead Fraud IM Finaer_iv_AAAraiser Tax Estimator d Property Appraiser Tax Comparison NE 103 ST MIAMI )RES FL Property Information: Zone: Q00 SGL FAMILY - Value: 101- SO LUC: D001 RESIDENTIAL - Value: SINGLE 'FAMILY a ue: 7864 Board: $0 7884 FUn: F. IS of 2,300 FT ear fit IAMI SHORES SEC 5 agal B 1047 LOTS 20 & 21 Pte: LK 118 LOT SIZE 00.000 X 123 OR 77043048 020911 Ammmmant InthrmaHnrt eaP. 2013 Value: 118 878 ild Value: $121188 Value: 7 a ue: 7864 Tarts Values Wri rmati n n- Sale Information: m deed, or tax deed; xi bearing Florida Unenmry Stamp at minimum rate scribed under Chapte , F.S.; Transfer of tership where no doc nps were paid; or, nsfer of ownership by er than a deed such Page 1 of 1 Aerial Photography - 2012 0 r..urr 113 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer a If you experience technical dUflcuitles with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gis(O-mlamidademov. Web Site O 2002 Miami -Dade County. All rights reserved. Legend �00 Property Boundary Selected preen., W Street /1/, Highway ® Miami -Dade MY water 11 � s http: / /gisims2. miamidade .gov /myhome /propmap.asp 12/2/2013 2013 uthority: App�d Taxable Value: Vir,nal: 7864 Board: $0 7884 Sale Information: m deed, or tax deed; xi bearing Florida Unenmry Stamp at minimum rate scribed under Chapte , F.S.; Transfer of tership where no doc nps were paid; or, nsfer of ownership by er than a deed such Page 1 of 1 Aerial Photography - 2012 0 r..urr 113 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer a If you experience technical dUflcuitles with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gis(O-mlamidademov. Web Site O 2002 Miami -Dade County. All rights reserved. Legend �00 Property Boundary Selected preen., W Street /1/, Highway ® Miami -Dade MY water 11 � s http: / /gisims2. miamidade .gov /myhome /propmap.asp 12/2/2013 Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 December 10, 2013 Permit No: RF13 -2758 Building Critigue Review 1. Provide tile calculations based on method 1 on section E. 2. Provide roof mitigation form. 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. Ir Return to: Christopher P. Kelley, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, FL 33161 This instrument prepared by: Christopher P. Kelley, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, FL 33161 Tax Folio No. 11- 2136-013-0270 11111111111111111 11111 11111 11111 11111 1111 1111 CFink 2013RO914494 OR etc 38917 Pss 1967 - 19691 (3oss) RECORDED 11/17/2013 11."M51a18 DEED DOC TAX 1x966.80 HARVEY RUV'INP CLERK OF COURT MIAMI -DADE COUNTY. FLORIDA PERSONAL REPRESENTATIVE'S DEED THIS INDENTURE is made this day of awe 2013, by and between MARIA MURAWKA, the duly qualified and acting Personal Representative of the Estate of DOLORES PATRICIA MOORE, Deceased and the Estate of BARBARA ANN MOORE, Deceased, hereinafter referred to as Party of the First Part, and JOHANNA RIZO- NOALES and GONZALO NOALES, wife and husband, whose Post Office address is 371 NE 103 Street. Miami Shores, FL 33138, hereinafter referred to as Party of the Second Part. WITNESSETH: That WHEREAS, DOLORES PATRICIA MOORE died testate a resident of Miami -Dade County, Florida, on December 6, 2011 seized and possessed of the real property hereinafter described; and WITNESSETH: That WHEREAS, BARBARA ANN MOORE died testate a resident of Miami -Dade County, Florida, on March 28. 2012, seized and possessed of the real property hereinafter descriibed; and WHEREAS, title to said property vested in the decedents estate as of the date of decedent's death pursuant to the provision of the decedent's Last Will and Testament, which was admitted to probate and filed by the Circuit Court of Miami -Dade County, Florida, Probate Division, in File No. 12 -0327 CP 04, with the right of the Party of the First Part to sell or encumber the property for the purpose of defraying claims, costs and expenses of administration of decedents estate, and an Order Authorizing Sale of Property was entered Oar- / , 2013, with the right of the Party of the First Part to convey the hereinafter described property. WHEREAS, title to said property vested in the decedents estate as of the date of decedents death pursuant to the provision of the decedent's Last Will and Testament, which was admitted to probate and filed by the Circuit Court of Miami -Dade County, Florida, Probate Division, in File No. 12 -1754 CP 04, with the right of the Party of the First Part to sell or encumber the property for the purpose of defraying claims, costs and expenses of administration of decedent's estate, and an Order Authorizing Sale of Property was entered 6aco. f . 2013, with the right of the Party of the First Part to convey the hereinafter described property. WHEREAS, the Party of the First Part wishes to sell said property to the Parties of the Second Part. NOW, THEREFORE, for and in consideration of the sum of $10.00 and other good and valuable consideration in hand paid by the said Parties of the Second Part, the Party of the First Part does hereby sell and convey to the Parties of the Second Part, all of the rights to said property granted, conveyed and confirmed unto the Parties of the Second Part, their heirs and assigns Personal Representative's Deed Moore Estate sit Noales Page 2 forever, all of the interest of said decedent in and to the real properly situated in Miami -Dade County, Florida, described as follows: Loth 20 and 21, Block 118, MIAMI SHORES SECTION NO. 5AMENDED, according to the Plat thereof, as recorded in Plat Book 10, Page 47, of the Public Records of Miami -Dade County, Florida. TOGETHER WITH all and singular the tenements, hereditaments and appurtenances belonging to or in any way appertaining to that real property, subject to all restrictions, reservations, and easements of record, if any; and ad valorem taxes for the current year. IN WITNESS WHEREOF, the undersigned, as Personal Representative of the estate of the decedent, has executed this instrument under seal on the date aforesaid. S'R �e sew and del' red in our presence: Print ame e Print name STATE OF FLORIDA COUNTY OF MIAMI -DADS ) AAURAWKA as Personal Representative of the Estate of DOLORES PATRICIA MOORE and BARBARA ANN MOORE, Dosed Address: 1281 NE 105 Street Miami Shores, FL 33138 I HEREBY CERTIFY that the foregoing Personal Representative's Deed was signed and acknowledged before me this 13 day of Alo r , 2013, by MARIA MURAWKA, as Personal Representative of the Estate of Dolores Patricia Moore, deceased, and Estate of Barbara Ann Moore, deceased, who produced nor'da_ lh"'2.� U'ce -Ise— as identification. Z& N TARY PUBLIC, a of FLORIDA at Large [ rint name] AKA" M&NNOTAWPUBM STATE OF R MF" Cara Xm EqdfwWIG=4 1 • OR E*K 28917 PG 1969 LAST PAGE MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204- Fax 305 - 756 -8972 Permit No. REOC -11 -13 -2536 Certificate of Re- Occupancy Address: 371 NE 103 Street City: Miami Shores Village State: Florida Zip: 33138 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one - family dwelling is used and intended to be used' for a one - family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the .premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Inspector Approval: i Roof ASGOORM AND ROOFTOP GTRUCTURES e r Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT3 Yj SUBJECT CO CCMIPUANCE WMM ALL FEDE STATE ANo CGUNTW RULES AND REGULATIONS FlwWo wilding Code Editlon 2010 RigpoMft ty Hwfimm Zore Unftm PWMftAMHft#m Fafm A!MmA 1 VAWW PWMR NO. Proems "a, oe® lum _ _ Pic A-c LS--f c- isM MonommNa—BUS ESTIMATOR BELOW THIS LINE Roof Diagram & Job Information �.^'' �irisrsra�w� ►i��r�rrs.�r�i�►r�►rir�►r�.�►s rrr�Wr�Wi40W.IWWWIUWrsr�Vs , Ln. ft. and Sizes of Wood Needed r - 1x2 -SE e j j 1X4 -SE ' 1x6 -SE o 1.x8 -SE ,1x10 -SE 1x6 - Sheathing 1x8- Sheathing � 2x4- Sheathing j 2x6- Sheathing. s !2x8-Sheathing 12x1Q- Sheathing SPECIAL B a� lNo. of Stories: Job Access: 'Estimator. ` oRoof Type: 'T) ,Flat or Pitch. r�r�r�.sr t� e r�►r�r r�rr.�r�r�� 1Type i -r-/ L L No of Sqs.: x Amt. per Sq.: f e No of Sqs.: x Amt. per Sq.: HIGH- VELOCITY HURRICANE ZONES --_ « - -- — - Ploridalnrcfi"trtg Cade Edjtion -201 0 - - - - - -- - -- - -- - High Ve Hun imne Zone Uniform Permit A.M11cafion Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: U L A Product Approval Number: 0q '6 .0 7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Maximum Design Pressure Product Approval Specific System: 3 Method of file attachment: t° bL� F0 A-YYN m Steep Sloped Roof System Description Deck Type: W Underlayment: Roof Slope: L 3 Insulation: C 'I2 Fire Barrier. Ridge Ventilation? 1i I A" Mean Roof Height: 1 X, MOVE 01 P� /JIP" Type & Spacing: FT,4it R .S.M1IA'1l S Type( Pd U 1F-T Y0 "3-M 1 Cap Sheet: ( ; L — � � (��1�• ,Roof Covering: Type & Size (Drip dge: W.S J at 2010 FLORIDA BIgLDING CODE — RESIDENTIAL 44.23 HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 elo Hurricane Zone Uniform Permit Aonlicatior Section E (Tice Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from Mf. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method I 'Moment Based T'le Calculations Per RAS 127" t x _ p �) _ Mi S =Mr, S (-C Product Approval Mr . $� 8.1 x �.' - - Mi�- = Mrr 13 'Z- Product Approval Mr g (P,: -Ibe. ° x r�8 = as -o - M� = M Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Wan Roof Height --� Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 6:12 28A 30.1 31.6 1 32.8 34.9 6:12 26.4 28.0 29A 30.5 32A 7:12 24A 25.9 27.1 28.2 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile sYstems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 `11Jplift Based Tile Calculations Per RAS 127" (P, _xl:_= x w:= - w:`xeosB. = Fr,: (Pz:_xl:_ =_x w:=— )- W: _xcos8.- = Fr2: F (P3 : _ x I: _ = _ x w: = _) - W: _ x cos B: _ = Fri: F If Where to Obtain Information -Description S mbol Where to find Dcsign Pressure Pl or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height l i Job Site Roof Slope A Job Site Aerodynamic Multiplier b Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Apmoval Required Uplift Resistance F Calculated Average Tile Weight W Product Approval Tile Dimensions t= length w— width PmduetApproval All calculatiau must be submitted to the Building Official at the time of permit application. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 IES Re: Owner's Name. " �J'Z C) I Property Address: � q ( 0 '7 ST. Roofing Permit Number: P-r— I o'� I-u —a %fig Dear Building Official: n�\ ( I �� wr V� IBS certify hat I am not required to retrofit the ty q roof to wall connections of my building because: w1he just valuatio /for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building s constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 di ' n f the South Florida Building Code (1994 SFBC) Signature Print Name �tp,RY•PU@l�c NIARILYN ANN CASAtd ®YA * MY COMMISSION # EE 016581 State of Florida p EXPIRES: September 19'20'14 County of Dade . _\o�.a gcndedThruBudgdNofarys 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 1 day of -[�LEeeJ" b- W- '4o 13 Notary Public, Sate of Florida at Large tni When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121/2009 CHAPTER IS, SECTION 1 S24 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1 524.1 Scope. As it pertains to this section, it is the responsibility of the rooting 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 Floridan Mdfrtg Code; B aiding govt the minimum requirements and standards of the industry for raoftng system installations. Additionally, the fallowing item stmuld be addressed as part of the agreement between the owner and the contractor. The owner's initials in the des ed space Indicates that the item has been explained. 1. Aesthetk:s- workmanship: The workmanship provisions of Chapter 15 (High- Velocity Hurricane Zone( are for the purpose of providing the rooting system meets the wind resistance and wafer intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmansltlp provisions. Aesthetic issues such as color or architectural appearance, oxg are not part of a zoning code should be addressed as part of ttre agreement between the owner and the contractor. 2. Renaft wood decks: When replacing roofing, the existing wood roof deck many have to be renadled in accordance with current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the Florida Bufting Code, lrrg. )The roof deck is usually concealed prior to Removing the existing roof system.) A+j & Compton roots: Common roofs are those which have no visible delineation between neighbofing units (te., 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. 4. Exposed ce fts: 6tposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the arcHtecturd 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. Fonding can be an Indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the Ufa expectancy and performance of the new rooting system. Ponding conditionrs may not be evident until the original roofing system Is removed. Ponding conditions should be corrected. 6. Ovefpa►w scuppers (wall outietsk It is required that rainwater flow off so that the roof Is not overloaded from a b of water. Perimeter /edge walls or other roof extensions may block this discharge it overflow uppers wag outlets) are not provided. It may be necessary to install overflow scuppers i accordance with the requirements of Chapters i6 and 16 herein and the Florida Bu#dirg C , Pfumbing. 7. Ventilation: Most r f structures should have some ability to vent natural airflow through the interior of the ral assembly (the building itself). The existing amount of attic ventilation shall not be reduced. r Exception: Attic s , designed by a Florida - licensed engineer or registered architect to eliminate he a venting, venting shag not be required. Owner's/ ent's Si ature a o actor's Signature Form AS 326 (Page 2 of 71 New 3116109 11/ by/ L(?•l i by: 4dAM 3b1li44bU19b JUA/ BtAUUV W=1 rALM t'Alat 101 177 \, T NUD"ADS COUM ,ED PRODUCT CON1180L SECTION 11805 SW 26 Street; Rooii 208 DEPARTMM OF RXGW A TORY AND- ECONOMIC RESOURCU MR) Miami, Rmida 33-17K474 BOARD AND CODE ADN=STUTWN DIv11gION T (786)315.2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA)w♦.aila�id.d�aatPleeeen► Sulacer USA, Inc. 6801 NW 77 AVR, Suite #302 Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constntcdon materials. The documamon submitted has been reviewed and accepted by Miami- -Dade Coualy RER Product CoWol SWIM to be used in Miami Dade County and otter areas where allowed by the Authority having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Whazi Dade County Product Control Section (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or ma"W tested for quality assurance purposes. If this product or material fails to pafam in the accepted mamma, the manufacturer will ineur the expense of such testing and rite AHJ may munediately revoke, modify, or sus=d the use .of such product or material within their jurisdiction. PER reserves the right to revoke this acceptance, if it is Wined by Mazai- -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 descn'bed herein, and has bun designed to comply with the Florida Building Cade including the High Velocity Huai w Zone of the Florida Building Code. ftsclSIPTION: Altusa -s" Clsy Roof Tile LARILING: Each unit shall bear a permanent label wish the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved % unless otherwise noted herein. RMWAL of this NOA shall be considered after a renewal application has been filed and tit ere has been no change in the applicable binding code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if them 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 p roduc% for sales, advertising or any 09W purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVIMT1lSE1 M: The NOA nu mba 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. INSRECTIom 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 ceding Official. This NOA revises NOA No. 11 .0707.03 consists of pages 1 through }. The submitted doeumerltation was reviewed by Juan E. Collao, R.A. NOA Ne.:12- 1203.07 Expiration Date: 08!26/14 Approval Date: 09/19/13 Page 1 of 9 12/09/2013 09:48AM •5618446008 ROOFING ASSEMBLY ,APPROVAL Category: Raofrag Sub- Category: Roofing Tiles Material: Clay Deck Type: Wood JGA /BEACON WEST PALM WA(:tt Me/ UIj 1. SCOPE This approves a roofing system lasing Altuss `°S" Clay Roof Tile as manuflictwred by Sulacer, S.A. do C.V, in Mmients Cortes, Honduras and distributed by Sulacer USA, Inc., as described In Section 2 of this Notice of Acceptance. For locations wbare 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 auacbmew calculations shall be done as a moment based system. 2. Me= DESCRmITON anal iff - io Altpsa "S" Clay Roof Tile Length: 18 -3/4" Width: 10-3/4" Thickness: 0.46" Heigh: 3.6" Test ]Product &WAS3 299 ASTM C 1167 High profile, one - piece, `S' shaped single roll clay tile with a nominal 2-Ya inch headlap. For direct deck nail -on, mortar set, or adhesive set applications. Trim pieces Lea&: varies TAS 112 Accessory trim, clay roof pieces for use at !rips, Width: varies rakes, ridges and valley terminations. varying thickness Mauuiactured for each tile profile. 2.1. MAMACTUMG LOCATION 2.1.1. Pimienta Cortes, Honduras Z.Z. EVWXNCE SUIIM TTEI1 Tit American Test Lab of South Florida Akan Test Lab of South Florida American Test Lab of South Florida American Test Lab of South Florida The Center for Applied $nginew'ing, Inc. The Center for Applied jEngineeft, Inc. Test Identitlex RT0426.01 -11 RT0706.01 -11 2397.116 RT0712.02.13 TJ, Na�e<Rert ASTM C 1167 Statc Uplift Testing TAS 101 ASTM C 1167 ASTM C 1167 94-083 Static Uplift Testing TAS 101 (Adhesive Set) 94.084 Static Uplift Testing TAS 101(Mortar Set) 05/07/11 07/11/11 06/28/07 07/19/13 Apd11994 May 1994 NOA No.: U- 1803.07 Expiration Date: 08/1644 Approval Date: 090113 Page 2 d9 12/09/2013 09:48AM 5618446008 JGA /BEACON WEST PALM PAGE 03/09 The Center for Applied Engineering, Inc. The Carter for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Jnc. Walker Engineeriing, Inc. 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 Clerk'- 003 -02 -01 7161 43; Appendix M 7161 -03 Appendix H Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain TAS 100 TAS 102(A) TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tutmel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25.7804b -8 25- 7804 -4 & 5 25- 7548.6 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 19% April 1996 Dwember 1996 NOA No.: 12-1203-07 Expiration Date: X6/14 Approval Date: 09/1P/13 Page 3 of 9 12/09/2013 09:48AM 5618446008 JGA /BEACON WEST PALM PAGE 04/09 3. LrnsiTATIONB 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set We 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 W. Such testing shall be submitted to the Miami -Dade Product Control Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undedayment applications may be installed popendicular to the roof slope unless stated o6a%vise 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. 3.7 All products listed herein shall have a quW* assuraAce audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `5' Clay 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 (1 x w) Tile Profile Weight -W (lbf) 1 Length -i (ft) IAtidth w (R) Altusa "S" Clay Roof Tile 6.5 1.56 0.9 Table 2: Aerod antic Multi iers • L Tile Profile % (ft) Batten A Ileation X Direct Deck ApplIcation Altuse "S" Clay Rmf Tile 0.253 0.28 Table 3: Restoring Moments due to Drav - 1111j, ttdb Tile Profile 3 ": 12" or less 4 ": 1Z" 5 ": 12" 6 ": 12" 7 ": 12" Or eater Altuss "S" Clay Roof Tile Battens Dhd Deck sanens Dhect Deck eattene Dlmd Deck sattens Dm* Battens Direct Deck 1 4.47 5.35 1 4.40 1 5.27 1 4.39 1 5.16 1 4.20 5.03 4.08 4.89 NOA No.: 12-1203.07 (Expiration Date: 0846/14 Approval Date: 09/1943 Page 4 d9 12/09/2013 09:48AM 5618446008 JGA /BEACON Wtti1 PALM WAUL b5 / by Table 4: Attachment Resistance Expressed as a Moment - Mr (ft4" for Nall -On Svstems Tile Fastener Type Direct Deck . Direct Deck Battens Profile (Min 18132" plywood) (Min. 1942" plywood) Altuse "S" Clay Roof Altuse °S" 2 -10d Ring Shank Nails 28.8 41.2 19.4 Clay Roof Tile 2 See manufacturer commment for instolletion re uirements. 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 210d Smooth or Screw 6.9 9.2 7.3 Shrank Nails 1 All Screw 28.7 28.7 18.1 248 Screws 58.2 56.2 26.8 1 -10d Smooth or screw 23.1 23.1 19.0 Shank Nail FieW Clip) 1 -10d Smooth or Screw 29.3 29.3 24.0 Shank Nail (Eave CI 2 -10d Smooth or Screw 27.6 27.6 38.6 Shank Nails field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave CUP) 1 Screw with Altuse CII See di details muse use 1 Screw with dip (at the head 167.1 187.1 N/A Clay Roof Tils' of Me) Aitusa °S" 1 Screw with dip (at the water 36.2 352 N/A C Roof Tile' course of tile) 1. Screw must be installed in the inside nail hole load nearest to the htm of the tile. Table 8: Attachment Resistance Expressed as a Moment Mr (ft lbf) for Two Pgft Adhesive Set S tams Tile Tile Application Minimum Attachment Profile Resistance Altuse "S" Clay Roof Adhesive 29.3 Tile 2 See manufacturer commment for instolletion re uirements. 3 Fl $? Is Products Compsny Tildlond Average weight per patty 10.7 grams. 3M 2-Componant Foam Roof Tile Adhesive AH•160 &Xe EW area ht 8 raM$. NOA No.: 12-1203.07 Expiration Dec 08/26114 Approval Date: 09/19/13 Page 5 of 9 12/09/2013 09:48AM 5618446008 JGA /BEACON WEST PALM PAGE 06/09 Table 6: Attachment Resistance Expressed as a Moment - K (ft4bf) for Single Patty Adhesive Set S tams Tile Profile Tile Tile Applicat %n _ - -_ _ _.. _. IYli WWM Attachment Resistance Altuse "S" Clay Roof Tile 3M 2-Component Foam Roof Tile Adhesive AH -180 86. 3M 2-ComWwt Foam Roof Tile Adhesive AH-160 38.7 Wro 2-CornLonent Foam Roof Tile Adhesive AH -160 52.05 4 Large paddy placement of 63grams of 3WO 2- Component Foam Roof Tile Adhesive AN460 5 ModWm paddy placement of 2 rams of 3M 2•C onent Foam Roof Tile Adhesi(e AH -160 6 Large paddy placement of 54grams of 3M 2- Component Foam Roof Tile Adhesive AH -160 Table 7; Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems. Tile Tile Attachment Profile Application I Resistance Aituas "S" Pby Roof Tile Mortar Set 24.60 S. LARELING All tiles shall bear the imprint or identifiable marking of ft manufacturer's name or logo as seen below or following statemem "Miami Dade County Product Control Approved ". ALTUSA MADE IN HONDURAS LABEL FOR AL msA "S" CLAY Rc*F rme. (LOCATED ON M UNDIUMV19 OF T ME) 6. BUMDING P RmT REQv1i mKNTs: 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 systent. T40A No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19113 Page 6 of 9 12/09/2013 09:48AM 5618446006 1C JGA /BEACON WEST PALM ftonLE DRAvmG `4,�y ALTVSA `S' CLAY ROOF TILE PAGE 07/09 NOA No.: 12-1203.07 Expiration Date: 08/26114 Approval Date: 09119113 Page 7 of 9 12/09/2013 09:48AM 5618446008 e TILE BY AL (TYP•) CUP MTN ONE (1) SCREW ATTAW80 TO DECK JGA /BEACON WEST PALM CLIP DETAms 2.112" OYH UIP (COVERS PIN HOLE CLIP PLACRUIRW DETAIL SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OR THE TILE PAGE 08/09 NOA No.: 12-1203.07 Expiration Date: 08126/14 Approval Date: 09%19113 Page 8 of 9 12/09/2013 09:48AM 5618446008 SCREW (HOLDS CUP ONTO DECK) TILE BY ALTUGA (M -) JGA /BEACON WEST PALM CLIP DETAMS (CONTINUED) CLIP PLACHNIBNT DETAIL 214" OVERLAP (COVERS PIN HOLE) MW IN THE MOE NAIL HOLS NUMW TO THE HUW OF THE TILE 1 1w 13W aw PAGE 09/09 END OF THIS ACCEPTANCE NOA No.: 12-1203-07 Expiration Date: 08/26114 Approval Date: 09 /19/13 Page 9 of 9 D"ARTNIENT OF pTRMM.ING, ENWRONMIM, AND RFF,� W ATORY AI�AIRS BOARD AND CODE AD�STRATION DI�p)N NOTICE OF ACCEPTANCE 31n Company 3M Center BuRding 0220- 05-N-06 St: Pain, MW. SR44 -1000 SCOPE This NOA is being issued under the applimMe rules and regulateoaas goaver documentation submitted has been reviewed and awepted by Mam _Dade be used in Miami Dade County and other areas Where allowed by the Autth This NOA shaYi not be valid after the won date stated below. Th Section (in Miami Dade County) and/or the AHJ (iu areas othm than M have this product or material tested for elegy assumce purposes if thi. the accepted manner, the manufacturer wdl incur the expense of such revoke, moehfyx or suspend the we of such proadua or foul wither t0 to revoke this acceptance; if it is determ -mi ed by Mami Dade County Prod material fails to meet the requirements ofthe applimbk laujjdiag code. This product is approved as described herein, and has been designed to con including the 1-Ugh. Velocity Hurricane Zone of the Monica Buiildiinag Codes .MMMi -DAM CQUNW PRODUCT CONTROL SECTION 118W SW 26 Street; Room 208 Nfmmi Florida 33175 - -2474 T (78Q 315 -2590 F (780315 -2.5W 'sy .miamidade.am, /nem ing the use of contstruction materials. The :county PERA - Product Control Section to city Having Jurisdiction (AHJ). Mamni Dade Comity Product Control inai Dade County) resem the right to product or material far`1s to perform in ttg and the AHJ may immediately 'imisdiefim PBRA reserves the right ict Control Section that this product or with the Florida Building Code gBSCRDPTION.- 3MTm 2�CoEmgonent PorM Roo£Tile Adhestre. AIF I 0 L "RING: Each unit shall bear a permanent label with the statement; "Miami Dade County Product Control lxame � 1 , state and Mowing Approved, a . ' e noted hereon. RMWAL of this NOA shall be considered after a renewal applicaft -cm hm been Teel and there has been no change in the applicable building code negatively aiding the Pace ofthis product. T " ' MATION of *m NOA will Occw &fbw the e30rati n date our if&= has been a reVWM or ehang materials, use, anttCor maanufatclure Of the pi'oe%t � e in slte� sales, materials. u e , W or any other process. N� Oftha .�A` as an endorsement of any product, for this , ad shall be cause fort o a t� XDA. l•+dkm t o WmRAY with any lion of Ab I=I . The NQA xtwmbw prwded by the wards Mi Da& C expiration date may be displayed in �: grad followed by the in its entirety. literatmro If any pmt of the NQpA is diayed, then it shall be done YNWIRCTIONt A copy of this entireXGA "be shall be mailable for ` l � tea the by the inufkdUW oaf- its d t`butors and rmpection at the job site at the reWest ofthe 13uiFehntg official. This renews and revises NGA# 11. -0 124.0 and The submitted documentation wag reviewed by A,= 7- 1 through �. PRIM NOA No. ; I2- 0229.1a Up" non bate 05110117 Appra-val Date: OSM112 Page 1 of 7 ROO»G C'OMONENY APPROVAL Category: • Roofing Sub Category: Rooftile adhesive Material: FoIym7ethane SCOPI..- PRODUCTS MANUFACTURED BRY APP11CANT: P ioduet Dfragmdow Test Speo1f%atir s 3Arx 2- Component Foam MA TAS 101 Roof Tile Adhesive AH- 16D Foam Dispenser RTF1000 WA ProPacM 30 & 1@10 NSA Product ]llescrx'hGinn TM eomp ommt po4we e foam adhesive 9. s * ai a Any M.-ami-Dade County ftoduct Contra A=pWd RoxfTfle AsaemMy having a eurreut NOA v eh list moment resistance values with the use of 2- Component Few Roof THe Adhesm AH 160 roof tile adhesive- MANUFACTURING LOCATION 1. Tomball, TX. PlEiMCAL PROP19RTIMS: Property Test Density ASTM D 1622 Compressive Su=g* AMM D 1621 Temsfle Streagth .A,SIM D 1623 Water Absorpti on ASTM D4 212 Wisture Vapor TVansmission ASIVE96 Dimensional Stability ASTIM DQ 2126 Closed Cen Contwt ASTM D 2&% T e M, 1.61bs.f g I& PSI P Mtorise 12 PSI %poodicular to rise PSI Parma to rise 0.0-8 k bbsffe 3.1 Ferro /lam +&07% Volum age @ -40PF., 2 weeks -8-6.6% Volume Chmge @1 :5rF,.100 Humidity, 2: WA NOA No-- 12-02MI8 Expiration Date: 85110A7 • %ae 2 of 7 I. NO= The p sical; P racperhes Ued abm are presented as tied average vahm as determined by accepted AST` ' meSods and are subJect to normd mranubetaring variation. EviDENCE Sumn['rT m Te&t A=cv Test ]idea Ted Date: Center for Applied Engineering 4-060 TAS 101 0410 257818 IPA TAS 101 12116196 25- 7439 -3 SSTD 11-93 WMAS 2S-7439-7 SSID 11-93 11102J95 25 -7492 SSFD 11-93 12n2/95 Wes Uburatories NB-S&9-81 ASTM D 1623 02MIPA Po1yrners Division Ramtech Laboratories, Im 9637 - Southwest Research Irsgtute 01- 66743 -011 01- M9- 062b[ll Trinity Engineering 7050.02.96-1 Celotex Corp. 'resting Services 529454-2-1 529454-9-1 524S4-F0 -1 520169 -1 520109 -2 520109-3 520109-6 520109 -7 =191 -1 =I W2-I ASTIR E 108 AST .E. 109 ASIM E. 94 'PAS 114 TAS 101 -- TAS 101 -- TAS 101 04130193 1 1116194 01/16195 03114!96 -- - -- - 128148 - - - -- - � -- - - -- LDHTATIom: L Eire classification is nett part oftlrs WxAgmme. Refer to, the Pr•egared Roof Tile Awenkly fnr fire rating 2. 31' 2- C4mganent foam Roof Tile Adhedw AI- 160 shall solely be used with flat, low, & high tile proffies. 3. Minimum underlayrnent sha be in e p xue, wieh the RoofEng Application Standard RAS 120 4 Roof III manufacturw ac g acceptance for tbe- use of 3Mrm 2-Cmponmt Eom Roof I-Ile Adhe AH- I 60 roof tile adhesive with their tile assemblim sha11 test in ac=dam a with TAS I111 _ 5 Rwf THe manuftetures acqubir9 ameptanee for the um of HAM-9 = roof ti ' at theix tik- assemblies shall test in aecm'danm with TAS 101 'aeedon 10.4 as moffred herein_ - W F'i- ms NGA No-: 12-0228,18 M1A�1 DE 1 Uptmtiou Date: Os170C1 • 1 t :. App%val Date: 0511 OW Vale 3 at'Z INSTA i,.T16N: L 3W4 2- Component Foam Roof Tile Adhesive AH 1 balk maybe used with any roof the assembly hang a current NOA that lists uplift resistance values with the use of3MTm 2- Component Foam Roof' Tile Adhesive AH -160. 3 3MFm 2- Component Foam Roof Tide Adhesive AH 160 and pits component& shall be installed in accordance with Roofing Application Standard RAS 120 and 3M Company's Wrm 2- Component Foam RoofTiile Adhesive AH- 160 Operating Tact uct'ton and Maidenance Boo et. 4. Installation must he by a Factory Trained wed Applicatee approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having.iurisdietion. 5� Calibratia an of the Foam Dispenser RTF1000 diqmsimg equipment is refired befbre application of any adhesive. The mix mlia between the W Component and the aim component shy be mainfthwA between 1.0 -1.15 (A): 1.0 (B.). The dispense tuner shall be set to deh\w 04175 to 0.15 pounds per the as determined at caN6ration. No other settings shall be approved. & 3MTK 2- Component Foam Roof Tile Aclesive AN-160 dmU be applied VAth Fsamt Denser RTV 1000 or ProFackg 30 & I00 ftpensing equipment only. 7. 3MT"c 2- Component Foram Roof Tile Adhesive AH- 160 shall not be wTosed pamanently to ht. S TS must be adhered in freshly aPPRed adiiesuvQ� Tile must be set within, 2 to 3 minates after 3Mr" 2 anent Foam Roof Tde Ad ve .AH -160 has been dispensed. 9. 3Mr14 2- CoIaponeut IFOM Roof Tile Adhesive AH -160 placement and minims m patLy weight SWI be in accordance with the'1'lacement DetaW herein, Each generic the profile requires the specific placement noted herein. TaMe 1: Adhere Placement For Each Generic ne Preiiile Tfte Profile Placement A�etail Single Paddy Weight Two Paddy Weight per . (graves) paddy Mir, (grama) Fiat, Law, High Profiles �1 35 NSA Hi h Profile 2 Piece Barrel1 17/side on cap and 34 NSA. Flat, Low, High Profiles 24 NIA Flat, Low, lei Profles g NOA Noa 12 -0imJ8 1tiptMUO o. ftte: 05110A7 Approval Bate: WIWI Page 4 of 7 • aIN, r, 'F�.Phm48m23 a�aret�sfor apt �ia�'46t��F�reof�61'e. 1G�ta �iQHFd®'tl18�6. a . l U'OdeiiaylnBi�t /'�!/ O mi QpNt> A NOA No-- 12-022818 lExpbation Mtc 45AQA7 A PMNA D144% OS anz Rags 5 or 7 EmCmm AMMOMPLAMM-wrDETAU-2 SPW"PATTY o Rg FOCOM NOA Nm: 12-OU&IS Expiration Date: OsaW17 Approval Date: 0511WIL2 Page 6 of 7 x3fiL AB. 90*Paftmdffft cameo* I Pt6 aft Essamm i I F77T47-tim 4 M 70 NOAXam. 12-W2&18 IxpbmGmDMe-- OMWIL7 AWMVA Batem w1wia ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 kigh- Velol:4 Hurdwirte Zone Uniform Permit AppReatlal Form. Sac#In E Mle Calculations ForMomaut basei file systems, t hooseeitherMethod I or2. Compete the values for Mrwhb thevalues fmm Mf.Iftba M(values am gnmw dmu or equal to the Mr values, for each area of the rood then the the attachment method is arxeptaW Method I "Moment Based Tile Calculations Per RAS 127" (Pt' X b ) - Mg: = Met Product Approval Mf (P2: x ?L _ ) - Mg: = folry Product Approval Mf (P3: X —=—)-Mg:—=K3— Product Approval Mf Method 2'Whopphileed T11e Caltmlations Per Thble Below" 0 Required Moment of Resistimm (Mr) From Tkbte Below 32 - oL Prod= Approval Mf v" ' Mr requind Moment Reelstimmo* Mean Roof HeIght Roof Slope $ 15' 20' 2V 3W 40' 2:12 1 34A 363 ' 36.2 38.7 F 42.2 1 5:12 1 28.4 30.1 1 31A 1 32.6 1 34.8 1 6:12 °Most be used in conjunction with a list of ono stems endorsed by the Browatd County Board of Rules and Appeals. For Uplift based tie systems user Method 3. Compamd the values " the values for Fr If the F' values are greater than o equal to the Fr values, for each area of the roof, then the the attachment Method 3 "U Tile Calculatons Per RAS 127" (Pt: x L = x w: _ -_ ) - W. x cos 8 = Fl Product Approval F' (P2: x L = x w: _ ) - W: x cos B = Fry Product Approval F' (P3: x L — x w: _ ) - W: x cos 8 = Fr3 Product Approval F' iforinumon 0mrIgNp-n- Whm to Ind Design pressure: PI or P2 or P3 RAS 127 Table I orby an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier x Produci Approval Restoring Moment due to Gravity MR Product Approval Attachment Resistance Mf Product Approval Requited Moment Resistance Mg Calculated Minimum Attachment Resistance F, Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval file Dimensions L — length W = width Product Approval AD calculations must be submitted to the building official at tie time of permit application. 2010 FLORIDA BUILDING CODE — BUILDING 16.37