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RF-14-803Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223008 Scheduled Inspection Date: November 12, 2014 Inspector: Rodriguez, Jorge Owner: CASTRO, JOSE & MARIA Job Address: 857 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: Z ROOFING AND WATERPROOFING INC rsuuamg uepartment comments REMOVE AND REPLACE ONLY TILE ROOF ON EAST SIDE OF HOUSE Permit Number: RF -4-14-803 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)759-0193 Parcel Number 1132060142500 INSPECTOR COMMENTS False Inspector Comments Phone: (305)885-9166 Passed CREATED AS REINSPECTION FOR INSP-220349. CREATED AS REINSPECTION FOR INSP-211127. CANCELLED BY CONTRACTOR Missing renailing affidavit Failed b�e�i�% Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 10, 2014 For Inspections please call: (305)762-4949 Page 36 of 49 CIVIL Reileh Engineering Corp. (Consulting Engineer)) 2370 S.W. 123 Avenue A iami, Florida 33175-1174 Tel: 305-823-8008 /-305-397-"14 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com September 19, 2014 Z Roofing and Waterproofing, Inc. 2525 West 3 Court Hialeah, Florida 33010 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 857 Northeast 98 Street Miami Shores, Florida Information provided by client. Permit Number: Not Provided Date Completion: September 17, 2014 Roofing Contractor: Z Roofing and Waterproofing, Inc. Project Number: 14-0851 (Testing Laboratory Certificate #11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Entegra Bermuda Flat Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation .ad Sonny Salleh, P.E.49014 Manager TELE UPLIFT TEST Residential Home 857 Northeast 98 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 14-0851— Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 857 Northeast 98 Street Miami Shores, Florida Project Number: 14-0851 Test Number T`es>F LoadI est Status.z 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number -14-0851— Page 3 of 5 25 VK - T'�' 6 Ic. .... 35 Y L 4w i�RMA7.— Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number -14-0851— Page 4 of 5 �, i �w �� as + at Lw i 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass Test 1-13 Comer, 14-18 Ridge Caps, 19-31 Perimeter, 32-65 Field Reileh Engineering Corporation — Project Number - 14-0851— Page 5 of 5 5NOI5N5WICI dW SNOI1VO11591 M 'XO&W 4 XIC. s did Mgm S m dd3 2' CII I 5�'ON J80��I 1111 NTAOW 5WNW 4 NOI1bOO1� CAI s �IaMWd NOUVX115a dO VL10 O -J5 OG - 4M3 K 6111W 6 009 -�S;5a 0 a zz ct e e 10 & Ok cz u W 00 89 � 69 9: 09 ae 9b /z Z9 49 � 69 99 5Y 4b yy r a z & WATERPROOFING, INC. r 52 J W[ S1 COIN IN I . 111Al I Ai 1. 1-[ -:301 0 ' 01 1 ii 1 :(305)623-766,1 *1 AV SHEATHING INSPECTION REPORT Job Address: 857 NE 98 STREET Permit No:RF-4-14-803 Property Owner: JOSE & MARIA CASTRO Contractor: Z ROOFING & WATERPROOFING, INC. Qualifier Name: AGUSTIN EXPOSITO License No: CC1329603 Mailing Address: 2525 West 3 Ct, Hialeah, FL 33010 I, AGUSTIN EXPOSITO , do hereby affirm: That I have personally inspected the re -nailing of the existing roof sheathing as required by Florida Building Code (FBC) Section 2322.2.8 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 meets the requirements of the current edition of the Florida Building Code sections 2322.2. FBC Section 2322.2.2 Board roof sheathing shall have a net thickness of not less than % inch when the span is not more than 28 inches or 5/8 inch when the span is not more than 24 inches, shall have staggered joints and shall be nailed with 8d ring shank nails not less than two in each 6 inch board nor three in each inch board at each support. FBC Section 2322.2.8 when existing roofs are re -roofed to the point that the existing roofing is removed down to the plywood sheathing, the existing roof sheathing shall be re -nailed with 8d ring shank nails (0.131 diameter by 2 ' 2" long with a 0.281 diameter full round head). Power driven 8d nails shall be of the same rasions. Nail spacing shall be six inches on center at panel edges six inches on centqLo1,intSriWiate supports, and where applicable 10d nails four inches on center over gables end d sub cia. Existin y be utilized to achieve such minimum spacing. fier / Contractor Signature D to Z�/AGIJSTIN EXPOSITO , having first duly sworn, does affirm the statem t e to be true and correct by his/her own personal knowledge. fe-71%LISSETTE PACHECO MY COMMISSION # EEM987 LI Signature EXPIRES: J=08.2015 ate OF PP R. Notary - A—. Co. 1�pp 3 NOTARY STATE LICENSED & INSURED - RESIDENTIAL — COMMERCIAL — INDUSTRIAL WWW.ZROOFING.COM BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 OWILDING ❑ ELECTRIC ❑ ROOFING FD OCT 01 2014 FBC 20 Master Permit No. Q F' 4 - 14- 59F3 Sub Permit No. X REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S57 E 11% ST. Com: Miami Shores �x County: Miami Dade Zip: 36138 Folio/Parcel#: '3?��O'gu 2Q�Is the Building Historically Designated: Yes NO Occupancy Type: L_ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Jose Castro Phone#: (3 )— i NIB 85� NE q $ ZT Address:_ City: Ml QJYl1 �1Drp S State: r • Zip: 3313% Tenant/Lessee Name: Phone#: ._—. Email: CONTRACTOR: Company Name: z nq *t jQ?GI DYaa&% Phone#: (3) (v23%63 Address: 252-5 _ W. CT' � City: -RI min State: Zip: 3300 Qualifier Name: _Awwn ExpaidD Phone#: (3) 21 5 2&05 State Certification or Registration #: Ce.C13241Dd3 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: f 1 ' City: State: Zip: Value of Work for this Permit: $ 1?. 20n Square Linear Footage of Work: 352 Sse Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru the: c�C �,�—t�iir ",Ltt . Submittal Fee $ !1 Permit Fee $ ° CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ A Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicab Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur I - Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this 3 day of 20 (� by Njf�� CQSt-Y , who is personally known to me or who has produced identification and who did take an oath. as CONTRACTOR The foregoir.4inslr`fument was acknowledged before me this day of f 20 4 by "EIYI � 2� , who is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign: Pri Seal: MY COMMISSION # EM997 EXPIRES: J=e 08, 2015 Fl. Nim�yy Dis== Awm Co. &NtBe �k Ne �k/ APPROVED BY i1 � ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) El RESIDENTIAL PROPERTY - MOISTURE SURVEY REPORT TAS -126 Inspection and Report Prepared By: F I FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT * INNOVATION* INTMR.ATION, 7500 NW 25 Street Suite 241, Miami, Florida 33122 Ph: 305-378-1991 Fax: 305-378-1997 Residential Property 857 NE 98 ST Miami Shores, Florida 33138 0000.. 0000.. 0000 0000 0000.. 0000 0000.. 0000.. 0000 0000 0000 000000 0000 00.0 vctoDer 0000.. 0000.. 0000. 0000. 0 0 0 0. 0 00 :"098: 000000 � ® e FLORIDA INTERNATIONAL ENGINEERING & VESTING LAB WSIGNT 01*1OVATION* INTEGRATION 7500 NW 25 Street, Suite 241, Miain4 FIorida 33122 Ph; 305-378-1991 Fax: 305-378-1997 October 29, 2014 Residential Property 857 NE 98 ST Miami Shores Fl, 33138 Ref Roof Moisture Survey and Inspection Report Dear Sirs: Pursuant to your request Florida International Engineering and Testing Lab LLC performed a Moisture Survey following the Testing Application Standard (TAS) -126 at the above referenced location. We were requested to perform a roof moisture survey to assess the current condition of the roof. The report describes the activities associated with our inspections, findings and recommendation. • 0000.. 0000.. 0000.. Florida International En `. emir and Testing Lab LLC a reci C. o ortunit of Sm g g pp � 1. pp �' 0000.. assisting you in this project. If you have any questions of comments, pludsrae not h' trate to 0000 0000 00 000. contact the undersigned at (305)-378-1991. 0000.. 0000 000. Respectfully submitted, Florida International Eneineerina andlWfiftLab LLC ate_ �• ;•• •• + �, V.M.B. Venkatesan P.E. Professional Engineer p ��: STATE OF *W State of Florida License: 6314f-0,�• 0 �®® �`�.� 0..131 �•• ��,�� . . . 0 . 00 00 .. • 000000 . 000000 0 . . . 00...0 0000.. 0 0 .. 0000.. 0. . 0000 0000 Table of Contents 1. Executive Summary....................................................................................................1 2. Introduction and Methods.......................................................................................... l 3. Observation and Evaluation...................................................................................... 4 4. Histogram.....................................................................................................................2 5. Conclusion....................................................................................................................2 Attachments Attachment-1..........................................................................Photographs Attachment-2..........................................................................Roof Sketch .000.6 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 •0000 0000.. 0000 0000. • •• • sees • • FLORIDA INTERNATIONAL ENGINEERING & TESTING IAB INSIGHT -INNOVATION'- IMP GKATION 16701 SW 117Avenue, Miami, Florida 33177 Ph: 305-378-1991 Fax: 305-378-1997 October 20, 2014 Residential Property 857 NE 98 ST Miami Shores Fl, 33138 Project: ROOF MOISTURE SURVEY -TAS 126 Residential Property 857 NE 98 ST Miami Shores Fl, 33138 Dear Sirs: As per your request and authorization, representatives of Florida International Engineering and Testing Lab., (FIE) performed roof moisture survey according to Testing Application Standard (TAS) -126 at the above referenced project. The test was conducted on October 20, 2014. The purpose of this survey was, by means of moisture survey and core testing, to evaluate the general moisture content in the existing roof system. 000006 000000 At the time of our survey, we observed some areas showing high relaii a omoistuve readings 000000 . 000000 (please refer moisture plan). The plan shows the total flat roof area is apprp"4tely 12 Squares. 0000.. Three (3) roof field test cuts were made at areas of where the relative moie U*l Content Igadings ..... were high. During the testing period, no water was observed within the roo1*`meUbrana.'$a'sad on""' 00 09 00 . 0000.. the lab results from the core samples it was found that there were no moistoh! V1 :he roof system. 0 . . 000000 0000.. 0 9 .609.6 .. . 0000 9 0 As per the Florida Building Code Section 1521.4 it is our professional opinion tha400f can undergo a roof recovery by a licensed and certified roofing contractor. Residential Property Page I 857 NE 98 ST Miami Shores FL, 33138 O O O FLORIDA GWEEI INTERNATIONAL `�- ENGWEFRING 87FSfIR'G IAB r.sx,i,.�uirvmrc.i oncw�ro.+ Project Information Roof Moisture Survey Testing Application standard (TAS) -126 Representatives of Florida International Engineering and Testing Lab., (FIE), have performed Roof Moisture Survey according to Testing Application Standard (TAS) -126 for the Residential Property located at 857 NE 98 ST Miami Shores Fl, 33138. Scope The scope of services included performing a limited site inspection, conducting a moisture survey to define wet areas, and testing roof cores to determine the moisture content in the roof system. The scope also included a report summarizing our findings. Limitations and Qualifications The roof system description noted in this report is limited to the information gathered from the roof cut areas. The roof cuts were permanently patched after our investigation. Florida International Engineering and Testing Lab., (FIE) is not responsible for independent conclusions, opinions, or recommendations made by others based on the field and laboratory test data presented in this report. Roof System • • • • • The roofing system consists of a wooden deck iso insulation, den � Fed k base sheet • • • • attached, two plies of fiber glass and granular cap sheet. The built up memblI$t.of tho l fean ' were found to be adhered using hot -mop. The modified membrane is granulat#; • • •; • • • • • • • •• •• •• • •••••• • Type of Hon -destructive testing • • • • • • • • • • Dec Scanner Roof Moisture Detector. ..:. Residential Property 857 NE 98 ST Page 2 Miami Shores FL, 33138 -�A F. 1. E. RORIDA INTERNATIONAL - _ ENGIN ERING & TESTING IAB i„vu�rt.� rznnnaru.r,�n�uiim: Moisture Survey Roof Moisture Survey Testing Application standard (TAS) -126 A destructive moisture survey of the roof system was performed using Dec Scanner Roof Moisture Detector according to Testing Application Standard (TAS) -126. Areas suspected of containing damp or wet membranes were identified and marked on the roof with paint. To determine actual moisture content, samples of the roof system extracted from an existing roof system which include all elements of the roofing system and deck materials capable of moisture absorption. Each roof core sample extracted was examined on the site to determine roof system composition. If laboratory testing was required, the samples were then sealed in plastic bags and later transported to the Florida International Engineering and Testing Lab., (FIE) laboratory. Roof membrane from the samples was dried in a lab oven, and moisture content was determined by weighing the samples before and after drying. •960.9 Residential Property Page 3 857 NE 98 ST Miami Shores FL, 33138 6666.. .. . . . • 0000•• ••06••00 • 9999•• • 0000•• • • • •9080• 9999 6989 • • 6 9 • • 9999 8066 0009• • • ••9e•• 6.86 •6989 •• •• 00 9 09690V • • • • • • • • • •0000• • • • • • • • • •88.8• •• • 6.69 • • 0060 Residential Property Page 3 857 NE 98 ST Miami Shores FL, 33138 am o FLORIDA INTERNATIONAL ENGINEERING & TESTING IAB rswn r..udAnau. r.'ir�¢vis: IMIROli'se and Estaluatio` System Membrane Roof Moisture Survey Testing Application standard (TAS) -126 The roofing system consists of a wooden deck iso insulation, dense deck base sheet attached, two plies of fiber glass and granular cap sheet. The built up membrane of the system were found to be adhered using hot -mop. The modified membrane is granulated. Moisture Content by Gravimetric Analysis At the time of our survey, the moisture reading was consistent throughout the surveyed area. Four (4) roof field -test -cuts were made and tested for entrapped moisture in the laboratory. The determination of moisture content by weight of a material by comparing the wet weight (Wti„) to the dry weight (Dw) and applying the formula: %Moisture = *100 D,, The table below indicates the moisture content of the roof system. Moisture content is measured as the percentage of water weights to total dry sample weight. ...... . ...... .... .... . . .... .... ..... ...... .... ..... .... .. . ...... . . . . ...... Residential Property Page 4 857 NE 98 ST Miami Shores FL, 33138 F.I.E. F.owoA BVTEBNATIONAE ENGNEEAING & WSTM IAB 4E�G11 • LY.1U'ATpv� pAi.GRAT.1 BUILT UP SYSTEM Roof Moisture Survey Testing Application standard (TAS) -126 .000.0 Residential Property Page 5 857 NE 98 ST g Iflami Shores FL, 33138 0000.. .. 00 0000.. 000000 . 000000 600000 6 0000.. 6666 6666 . . 6 6 6 6 0000 0000 0000. 0000.. 0000 0000. .. . . 6 0000 .. . 0000.0 666666 6 00 . . 6. 0000.. 0000.. 6 . 666666 .. 00000000 Residential Property Page 5 857 NE 98 ST g Iflami Shores FL, 33138 o® FLORIDA TIG LAB B EN{iWFFAWG & b TESTING TWG IAB hhSifl�G �A'A1LLT��MIFGf_9T�Kv LIGHT WEIGHT CONCRETE Roof Moisture Survey Testing Application standard (TAS) -126 .000.0 6 6 6 0 0000.. 6 666666 666666 6 0000 0000 :0009: 6 . 6 0 0000 6666 66660 666666 66.6 0000. 0 6 0 . 0 66 66 06 6 666666 6 666666 . . . . 666666 0000.. 6 00. 666666 .. 0000 0000 Residential Property Page 6 857 NE 98 ST Miami Shores FL, 33138 F.I.E. I.ORIDA INTLKNATIONAL tNGINI k RIM, & TESTING IAB Roof'Moisture Survey Testing Application standard (TAS) -126 The following chart showing a distribution of the number of occurrences of a value plotted versus the value itself, which are obtained from moisture reading throughout the surveyed area. This histogram shows the normal distribution by the dry sections of the roof area. 100 0%-5% Roof area • Owl % Residential Property Page 2 857 NE 98 ST Miami Shores FL, 33138 ...... . ...... .... .... . . .... .... ..... •• •• •• • •••••• • • • • • • Residential Property Page 2 857 NE 98 ST Miami Shores FL, 33138 E I O FLORIDA INTERNATIONAL ' 3`��.� FNGRrREANO & TESTING IAB 5. --'Concision Roof Moisture Survey Testing Application standard (TAS) -126 The roof area had some had relative moisture readings varying from 0% to 5% that were observed to be in sporadic in nature as indicated in the roof sketch. The lab results from the core samples that were taken from the high relative moisture content roof area were found to have no moisture entrapped in the roof membrane as mentioned above but were well below the allowable limits of 5% for the built up system and less than 8% for the insulation. During the coring period, water was not observed within the roof membrane. Residential Property Page 2 857 NE 98 ST Miami Shores FL, 33138 ...... . ...... se0• 0000 • • 0 • • • 0000 •0e• 40•0• ••00•• 0000 ••0•• • •00 • • • 0 0 •••e•0 • • Residential Property Page 2 857 NE 98 ST Miami Shores FL, 33138 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 • o Telephone: (305) 378-1991- Fax: (305) 378-1997 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB I ING WI • INNCA A HON- INTEGxnr,ZYA Roof Sketch Attachment 2 Client Z -roofing Roof Type: Flat Fx] Slope Fi-I Other F Address 857 NE 98 Street, Miami Shores, F133138 Test Type: UpliftF-1 Moisture Pull F— <— 10, i Not to scale 1 2 3 4 5 A IL B C w Rat X71 ..... D *see: .0000 we 0004 0000. 0000 >5% Core Sample Flat R of Til oof S-3 ' Flat Roof i e Roof ..Fla ooi-- goof , �, ae� G <0 \` A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Permit No. APR 2 12014 Master Permit No. ZG OWNER: Name (Fee Simple Titleholder): Jo's Co*c) Phone#: 40 -53 Address: q 70 1 L Cc. to n f- 131 \rcl • City: MtdLMI Shore. State: +L. Zip: 33I Tenant/Lessee Name: Email: JOB ADDRESS: 957 N E 19 5T City: Miami Shores County: Miami Dade Zip: 3 3 9 3 S Folio/Parcel#: 1 132v tD Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: z Roo -9 (\q �� i t"C�1 i�� [i?t� /l_�Phone#: ,30S 0z,5-7(f1(,s Address: 9-52-5 w. 3 Gr City: H ak-0—h State: Zip: 33 ® t Qualifier Name: Lt 5 Y) 61to ,�,, p� Phone#: ( m- [ 2 cn105 State Certification or Registration #: C [ 3 ff �L 0 3 Certifi e of Competency #: Contact Phone#: 3Q'5) b22_5 °7(0(P3 Email Address: ltd f rlg • 0-L DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 12 Square/Linear Footage of Work: [30-D Type of Work: DAddress ❑Alteration ONew ORepair/Replace ❑Demolition Description of Work: Remo l e �,7A_ryCPr � � Lat--x Of)[ �A +U_ eo0 F " COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: x ar �Yxic�ic dca4sk is �: aY 3cu�Yza4xdr drx 'xxa4 acxaY 'x a6 �Yzx 'x ak aY ak 'x*Fees**ok tYx&4ezxxa4xa4xxic�e Be t&scaY aY aia4 aF de dexx4cztic*xdcxicx�crs 9c&xz Submittal Fee $ 2 �`� 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 t` 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_ 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, 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 absent of such pysted notice, the inspection will not be approved and a reinspection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this 1-7 -`1 day of — 41 201U , by L l_-��°Z JtYD who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBWC: Sign: v Print: 1 trR_ CgECO ' My Commission Expires14?w M` .COM�°SsINos,2ols F)P1 Signature Contractor The foregoing instrument was acknowledged before me this 1 day of a 20 4LJ, by hc�id S-hn DgK30 who is personally knomm to me or who has produced identification and who did take an oath. NOTARY Sign: Print:I ' _ h-1 In PIMALL My Commiss IJR.0510f_. e��Ol�lanssloN#» 9a7EXPIRES: Jima O& 2015 _.. Fi. N& -Y Am=. CO- APPROVED �Pj4VW�*Plans APPROVED BY Examiner Zoning Structural Review Clerk (Revised 07/10/07Y Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10) [Q A A - Zip State Zip_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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, 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 absent of such pysted notice, the inspection will not be approved and a reinspection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this 1-7 -`1 day of — 41 201U , by L l_-��°Z JtYD who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBWC: Sign: v Print: 1 trR_ CgECO ' My Commission Expires14?w M` .COM�°SsINos,2ols F)P1 Signature Contractor The foregoing instrument was acknowledged before me this 1 day of a 20 4LJ, by hc�id S-hn DgK30 who is personally knomm to me or who has produced identification and who did take an oath. NOTARY Sign: Print:I ' _ h-1 In PIMALL My Commiss IJR.0510f_. e��Ol�lanssloN#» 9a7EXPIRES: Jima O& 2015 _.. Fi. N& -Y Am=. CO- APPROVED �Pj4VW�*Plans APPROVED BY Examiner Zoning Structural Review Clerk (Revised 07/10/07Y Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10) 04/21/2014 10:34 30522802180 ROOFING STATE OF FLOW I . . . . . . . DEPARTMENT AND PROFESSIONAL 1219-6TJLA;TION CONSTRUCTION 11-MUSTRY LICENSING BOARD 1940 NORTH MONROE 51'R REET TALLAHASSEE F 32399-0783 cm EXPOSITO, AGUSTIN 15 Z ROOFING AND WATZRPROOFING INC 2525 W 3 CT HIALEAH FL 33010 t PAGE 03 •(850) 487-1395 Congratulations) With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. AC z4k.4 4'a.E. IT Our from Pik U 3:0 professionals and businesses range architects to yadht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. 63 Every day we work to Improve the way we do business in order to serve you better. For Information about our services, please log onto www.myfloridalicense.com. I -.0CERT I -0T -OR There you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the . ... .... ... S Department's Initiatives. Our mission at the Department Is: License Violently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! ME." CER7�iF* Ift. Dig bb a 9 rj lku• 1� -20 in VMLO DETACH HERE .2525 HxALBAE FL 3 3 010 0 k Re6b,'OR E &V Y*6' TION S4Q#L120.5300103.13 YEN LAWSON SECRET)kRY 04/21/2014 10:34 30522802180 ROOFING PAGE 04 CERTIFICATF- OF LIABILITY INSURANCE I U01/Os/2014"J 1 1NIS CERTIFICATE 15 ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIONTS UPON THE CERIVIGATE HOLDER. THIS 'CERTIFICATE DOES NOT AFFIRMATIVELY OR NI CATIVELY AMENp, IeXT+=.Nb OR ALTER Titl= CLSVERAGG AFFORI TEV l3Y THIf POLICIES Bl2LOW. 'CHIS atnt IC,ATE OF INSURANCE DOP.S NOT CONSTI UTE A CONTRACT BETV1 MN TH5 ISSUINO INSURETi(S), AUtWbRiZED REPRESENTATIVE GR PRObUCER, AND THE CERTIFICATE HOLDER. IMPORTANT! If the eertIllcato hostler lb an ADDITIONAL. INSURED, tha •pollay,(tes) must be endorded. If SUBROGATION 18 WANED, sUtljeDt tD the (arms and conditions of the polldy, certain policies may require an andom6rmnt. A statement on this certificate does nest confer sights to the cerdficata• holder In lieu of such ¢ndorslet*eritish PRowcaR Soudhard,tnsumtice for WR9 P,O.BOx 60RO Clew Baler, 171. 337W-60110 INSURW Workli6ree Sualness 8entoes, Inc All, EMP: Z Roofing & Walerproofing Inc 1401 Menem Ave. West Sta, 6bD Bradenton, FL 34205-6708 COVERAMES CERTIFICATE•NUMBER: 13FI-0799507411 REVISION NUMBER: THIS IS TO CERTIFY 114AT THE POLICIES OF INSURANCE LISTED BELOW HAVE Of r -,N ISSUED TO THE (NSIIRFD NAMED ABOVE FOR THE FOUCY'PER100 INDICATED 07WITHSTANDING ANY REQUIREMENT, TERM OR Cl]NOITION OF ANY CONTRACT OR OTHEP DOCUMENT WMI RESPECT TO WHICH THIS CERTIFICATE MAY BE ISWLI Q OR MAY PtNTNN, THE INSUf#ANdE AFFORDED 13Y THI! POLICIES DEliCRIBEil HEREIN I5 SUBJECT To ALL TFIE TERMS, LW .EXCSIONS ANO CONDITIONS bir SUCH POLICIES. LIMITS SHOWN MAY HAVC BEEN REDUCED 9Y PAID 0.AIMS, R TYPO OF 111sumWCDSUMwvb POLICY NLIMLISR t+D b POLICY f ' LIMITS GIERERAL UAE11LrIY EA014 OCCURRENCE S COMMERCIAL SCNPRhLLIABILITY CLAIMS.MADE 0 CCCUR �I Ml3blrXp An enn en}, S M, S PERSONAL &ADV INJURY .GENERAL AGGREGATE S _ 'PRODUCTS . COMPIO AGO $ 041M AMORRMW LIMIT APPLIES PERI "way, 'T LOC S AOToudaLrm LIAsury 2=199atz' OR I 5 DCCILY INJURY (Por Pereen) S ANY AUTO T A NEO _ AUTOSULEO HIRED AUTOS OgwNn BODILY INJURY (Ptlt tmlMril) S = Paras F s S U1116pCL6A LIAR .. EXCESS LIAO OCCUR CL/U05•MADE EACH OCCURM40C 5 1A=FMt;A`rF S DED RM1di ONS ,y A VIORM-R6 CO1mPBNSATIDN AHD EAAPLOYERS' Ltllelt mt Y H DPRiETORMARTNLcRr ICUTIVE Mt MMftER EXCLUDED? 7107ranle,Aw%t NHI ON O G g NIA we aD-00-818-Da 12!3112013 12131!2014 x VBG STA DTH �... C.L. EACH ACCIDENT S 4,000 000 -�.-.--�.,---+ E.L. DIBMAGE-FAL CMPLOYe • 1,O[IO. 00 E.L. DISEASE. POLICY LIMIT S 1,000,00b Location Coverage Period: 01/03120'14 12/31/2014 Client# 054151 'pF�1�IP'rION C1= oPEitAT1oN8I1.0oAT10N8 r veHlcLEs• fau+latr ACORO 1Dt, Aatll{1antMt Rmmlrka BMYfDt1USe. it msra apace fa reWtltadj CtivM•mga is pmldod fir i RWIrig A WatOrproofng Inc only ilim 66d*y� ?628 W651 3Ct IOAsod to but nol eat+nitsawra 61., Roofing Contractors Midrnl Shomb Viliago 10050 Nol'Ihaast 2nd Ave B MI Shd , PL 33138 ACORD 25 (9010/15) SHOULCI A'NY OF THE ABOVE DESCIBSE0 POLICIES 01 CANCOLLAI1, WORE THE EKpIFtAtM0 0477 YWHRECW. N&n= WILL 6E DELIVERED W ACCORDANCE: WITH tH13 Paid* PROMI l NS. AUTHOaC�D' ATlYE 010118$ 2010 AC( The ACORD name and logo are reglstered -marks of AC;ORD reserved, 04/21/2014 10:34 30522802180 ROOFING PAGE 02 • nATtsRAeitbbmrrl CERTIFICATE OF LIABILITY M.-URANCE oDA72 /2014 ; I THl4 t;I;TRTII-Tul1TE 1!3 1590$P A,9 A YdAT`[2R QF iNRORMAT)ON't4NLY AS1p DONPLkS NO pICH7s u>rl]N TPM GL'R71t?It:A1V 14 b1:17EFI. 7iif8 CER171DA17 oats NOT AFFIR18AMVr=LV OR NECAVIVELY MONO, MMW OR ALTER -THE OdVI=MOR ArFUR1311b BY THE Pel GMS BELOW, tale CFRrMATE or INSURANCE 0OFO NOT CONDTMTtrrs A CONTRACT MM -w �1 THE 1r MNS IN UNEt(a), AVMOMRo RUPR66914TATIVE OR PRODUCER, A140 Tab CERTIFICATE. HOLDER. M t RTA" it11M CaiVVbnle 13e1Cer la an AVOMMOHAL, (N uirmO, wt, palleypes) niva btreti$et B. it St!$RRCCATti7N WRARED, selbjact to 414 leans and aWIMIena at•ihe P1311cy, egtlaln peltelea mny mquira an endaMhManl. A 4181amanl on Rldr e0rllticale t16411 Halt enhlar r1Ulik la the **Medea holder in Ilan et•auah andllseamentfa . PRODUM 121al od: West cent =al rloxida LLC9,®7 114 Lialmettor PL 34220 _ NAM �d•73�7��.5 � 41�CRzJ8-472"�. """' .Cbl ' .Ptah@ s7.. esom WWRnril Armnpipm rbvnhada RAW e ' lvcis x1iquita Iaw C a1uJr A-6620 t++aURcrf Z' tworimm a V9.2iRpROt] imm, XNE. 2.500 West 3 CT mi-aleahr VL 3307.0 305--623- >•&63 +na INCUMB c• NEUR01b MUM, F. 1N 1} nr• j : ui $hGrSe ViLl.�ga3 10050 NE Zhd Ave Muni i!. z9hocamo , FL 33138 ONO= ANY OF THS ABOVC brxSCRILR$D POLICIES 06 CANMUD BEMRF THE rMRAM4 CAVE THEREOF, OMICF VI U at E)MjvERW u4 ACCOWANCE•YNTM TME ML1rY R OM910tii5 AUTROM2E0 MmAti8gwpTlag r,. •w woo-cv,u n�•rv1�v V.►+1V'�{7+1114JN. Afl n9n�T�i'�'Q• ACORD23CM131N) The ACORD name and logo DM regfalemil marke orAdORD General Pap 52 04/21/2014 10:34 30522802180 ROOFING 004499 Ti ft 41 INS ,t..-pite .i f'fifvtida Allii= pp IVci7 A i�G k 'W4.44V PIN P-10 H PAGE 01 sro,,rypF- OF 4PUPINESS� 1,1-W-BUILDINGCOMACTOR OWN,',, lay TA)eb44r=CTDR Z RdANG WATERROOFINri INC CCC $49.50 10/02/2013 ECH)lCK-14-000119 I lisewtaliganse. b any 06 of "Wo DoOe Sac ea -:276. For more IMotl>•etion,visit>�wetrti�li•!;_ada__nrnihainollQ�t I 0. Page 1 of 5 Detailed Report Property Information 20131 Folio: i 11-3206-014-2500 Property Address: 857 NE 98 ST Owner JOSE G CASTRO &W MARIA G Exemption Value 19701 BISCAYNE BLVD Mailing Address .......___._.._. ;MIAMI SHORES, FL 33138-2532 _... ..... ........_._._._ .......... ..... ......... _.... ... _....... Primary Zone 1100 SGL FAMILY - 2301-2500 SO $348,479 :0101 RESIDENTIAL -SINGLE Primary Land Use $348,479 $345,054; ...__. _...... .._.__._ 'FAMILY: 1 UNIT _..__._._- .........__.._._...... .... Beds / Baths / Half __.__..__....__. ...----- _-_ r ...._.._._... .... _.._.._...... !4/3/0 .. . . _ _ .___........_._.. ..... ._ Floors ..._.._..__. 1 Living Units _ ...._.._.___.._ 1 __.._.__. _ __..... ............ ........ . Actual Area 3,614 Sq.Ft _ ........ __._. ..._..__.._ Living Area _.....__.. _ 2,395 Sq.Ft -------- _._..__.... _ _....-_ ._ Adjusted Area _......._.._... _. _._.__ .... _.__ .. __.._..._.. 13,084 Sq.Ft Lot Size 10,100 Sq.Ft _ . Year Built ............ ... ._ .__._.. .......... ;1951 Assessment Information $0, Year 2013; 20121 2011 Land Value . ._._......... ........... _....... _ $137,3121, $109,678; $121,864 ....._ _ _.._...._ _ .. .__.__. Building Value .. _. ...__ .. _.,... .. 1. ....._.... .... ...__ $209,0951 $232,8561 $232,856 XF Value $2,072 $2,520: $2,548 Market Value i $348,4791, $345,054 $357,268 Assessed Value . _.... ---- .._! - r $348,4791l $345,0541 $357,268 Generated On : 4/16/201, ITaxable Value Information Benefits Information 20131 20121 2011 _ ...-._..._ .. County _1 .............. ... Exemption Value $0! $0 $0 --.....__.._._ . . _..._._...._ . _ _.. _....._- . I_..._.,_. Taxable Value $348,479 $345,054; $357,268 Taxable Value _. . ..__...._. $348,479 $345,054; ...__. _...... .._.__._ $357,268 . ... ............. _......... .. School Board ._.....____ . __.._.._..... .... ... ._._.__-..._ Exemption Value _ .....__._.._.-- ......... $0 ......__......_ $0, _.-....._....._.. $0 _._............_...._ .. _ .._. _. _._ ____.._ Taxable Value ........ ........_ ........ $348,479 _.__ _ ._......_..... ._....... $345,054 ._ ................... $357,268 City _.._ .... ___.._... _ r Exemption Value $0, _. $01 $0 Benefits Information Taxable Value $348,479 $345,054; $357,268 Benefit ;Type 2013; 2012 2011 Regional _ Note: Not all benefits are applicable to all Taxable Values (i.e. County, Exemption Value ....... ...-. .--...- ..- $Oi . $0; $0 School Board, City, Regional), Taxable Value $348,479 $345,054; $357,268 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httip://www.miamidade.aov/info/disciaimer.asl) (htti)://www.miamidade.gov/info/disclaimer.asp) Version: 1.0.4 http://www.miamidade.gov/propertysearch/ 4/16/2014 Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ ReF )F SYSTEM INFORMATION Steep Sloped Roof Area (SF) OM 2500 =CTION B (Roof Plan) levels and sectinns_ rnnf drai ooPrs A"" inCMnnR n7 SP_C111""m idnrl 07701■ 010-41■ bmummm 0Vvs# ■E■■ KIU • A L, i _, e • 0 .. a1 1 � @� plc <.� ; al • � i...,, �_�,. • .:.,+�.•� � • Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: /r Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding I Top Insulation Layer: _ Top Insulation Size and Top Insulation Fastene Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Too Plv: Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows _@ " oc Comer: " oc @ Lap, # Rows _@ " oc Number of Fasteners Per Insulation Board Field: 1 Perimeter Corner III trate Components Noted and D tails as Applicable: W odblocking, Gutter, Edge Termination, ripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1 A I H 0000 r•1. 0000 ...008 . . . Mean . • Roof 0600.. 0 0660 • Height :0608: 0000 . . . 66.696 690 0 88000 6 9 .66.. .. 0. 0000. . . . �. .. 29 .. 0000. . . 6 9 .00.. 66.6.. 00 0 000 9000.. 6. 6 0006 6000 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: 12 —M39-014 Product Approval Number: Eagle Lj 's LLC Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 131: -39 .1 132• —(98.1 133: —109'. Maximum Design Pressure /, Product Approval Specific System: 4a . Method of Tile Attachment: Roof Slope: 3 :12 Steep Sloped System Description Deck Type: 5 s'' -Pl wood Underlayment: jzww A --j- H Ftt+ I til A Fire Barrier: NIA Fastener Type & Spacing:1515T.c. Liz! ew .g. Ridge Ventilation? " q ae.ftf-O;A�i". as 0 Adhesive Type: E• 6 • 066.0. .. . .6.6. ol A .0000. 0000 0000. 0 Type Cap Sheet•• • • • • • .. 0000 s0 • 0000 Roof Covering: .... . • Mean Roof Height: 12 'L "(.. 9 ' `r • • •: • ' 6' Type & Size Drips ;510 0 •"0 Edge: 3y a v 90L• •d w 1-y4 s. aJs &F-41 t . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: x A ZNL= ins)- Mg: 4.71 = M,, 3.14g t�oduct Approval Mf 48.4 (P2: -bg,l x A . 2*- = %A1 1 - Mg: l: }I = M,2 roduct Approval Mf 4e .4 (P3:- i XX --21L= 21 - Mg: :- +I = M,3 2DA, Product Approval Mf 4fl. 4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mf Mf Required Moment Resistance* Mean 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 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 1 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' wlth the values for F,. 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 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= _) - W: x cos 0: - = F,, Product Approval F (P2: x 1: = x w:= ) - W: x cos 0: - = F,2 Product Approval F • • �• (P3: x 1: = x w:= ) - W: x cos 0: - = Fi3 Product A�96a•CF' _ • • .00000 •• • • 0000•• • • • 0000• 0000•• • • • 0.0000 • • 0000•• • • Where to Obtain Information • • • • • • Description Symbol Where to find . fog* • 0 s • Design Pressure Pi or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared b9 P on A Mean Roof Height H Job Site • • • • • Roof Slope B Job Site • • • • • • Aerodynamic Multiplier A Product Approval • • • Restoring Moment due to Gravity M, Product Approval • • • Attachment Resistance M, Product Approval • • • 24 Required Moment Resistance M, Calculated • Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w - width Product Approval All calculations must be submitted to the Building Official at the time of permit application. • 0000•• • • • 0000• 0000•• • • • 0.0000 • • 0000•• • • MAIM1R 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) wwiv.miamidade.soWyera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has baen00n0o0. ehange .. in the applicable building code negatively affecting the performance of this product. ' �. • 0 . 0 • . . 0.00.0 .. . 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revrisfol3 or change yin the 0000.. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endQfstignt of cu induct, • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure t8'ct7nply with any sectidif 0000.. . of this NOA shall be cause for termination and removal of NOA. :0. • • .. .. . .. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida:and fpllovied by 4W..;. expiration date may be displayed in advertising literature. If any portion of the NOA is disrlay�et� then Vslialf be done a in its entirety. • • • 0000 • .... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. APPROVED:; NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Bel Air Concrete Tile L = 17" W= 12 '/4" Thickness ='/2" Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L = 17" W = 12 '/4" Thickness ='/2" L = 17" W = 12'/4" Thickness ='/2" L = 17" W = 12'/4" Thickness = '/2" L = 17" W= 12 '/4" Thickness ='/2" 1= varies w = varies varying thickness Test Specifications Product Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with shake finish equipped with two nail holes. For aMesive set 0 e eggs016996 direct deck or battente,mit-on appjlceations. • TAS 112 g gess.. .. s 0960.0 Flat brushed finish profile concreteao4atile 6 e equipped with two npil bole s. For %dlR ive sot, direct deck or battenetle il-on aliplications. • • • • • 90.696 90 . 60990 TAS 112 .. .. ..... Accessory trim, clay g.oo �gieces r`or use at hips., • g rakes, ridges and vatey tejninatipns. • Manufactured for each the profill' * * NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date PRI Asphalt Technologies ERPF -001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(1, 5, & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7496-(1 & 4) Static Uplift Testing s • •Dej. 1995 Engineering, Inc. TAS 102 .'. • •' • • • •'; • The Center for Applied 25-7804-6 Static Uplift Testing ...... '..Se13. 1990...:. Engineering, Inc. TAS 102 .. •:.. Celotex Corporation Testing 520109-1 Static Uplift Testing • • •De®. 199$ Service 520111-4 TAS 101 0 * 0 0 *00000 0 , 0 0: 0 0• Celotex Corporation Testing 520191-1 Static Uplift Testing • • • • • Match 1999' • •: • Service TAS 101 :":': '. Walker Engineering, Inc. Calculations . . Aerodynamic Multiplier . . . ...... :' 0Sep. 2006 Walker Engineering, Inc. Calculations 0 Restoring Moments Due to Gravity 0 0: :Aep. 200; NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (VII) and Dimensions (I x w) Tile Profile Weight W (lbf) Length -1 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, • • • • • • 0• Ponderosa Double Eagle Flat .... ... Tile •... • • Table 2: Aerodynamic Multipliers - A (ft) Tile Profile A (ft) (ft ) • • Batten Application •A DirettBetk plWation Bel Air, Bel Air Double Eagle, 0.301 60904.2780 -ow • • • o Ponderosa, Golden Eagle, • • • • • • 0• on erosa Double Eagle Flat Tile .... ... •... • • .... . ..... ...... .. . ..... o• .. . .. ...... . . . . ...... NOA No.: 12-0430.04 MaMJ Die CD I Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - Me (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 2 #8 Screw Deck 51.7 Deck 1-10d Smooth or Screw Shank Nail Field Clip) Deck 24.3 Deck 1-10d Smooth or Screw Shank Nail Eave Clip) Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 2-10d Ring Shank Nails 50.3 65.5 •••••• _--749.3 ••• 1. Installation with a 4" tile headlap and fasterners are located a min. of 2'/2" from Wdd bf tile. • ;1919 Ponderosa Double Eagle Flat Tile 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 Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, Ponderosa Double Eagle Flat Tile 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Cli 31.9 31.9 • • •12.2 • 2-10d Ring Shank Nails 50.3 65.5 •••••• _--749.3 ••• 1. Installation with a 4" tile headlap and fasterners are located a min. of 2'/2" from Wdd bf tile. • ;1919 •••• •1900.• .. .. • 19• 1919•••• • 1919•••• •• •0000 1919•• 1919•••• NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa 9.0.66 Tile Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol Pro'TM. 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 31VITm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.9 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat 9.0.66 Tile 5 Tile-Tite Roof Tile Mortar. • • • • 3 Large paddy placement of 45 grams of Pol Pro'TM. 4 Medium paddy placement of 24 grams of Pol Pro""". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set5 43.9 Eagle, Ponderosa Double Eagle Flat Tile 9.0.66 •• •....Soso 5 Tile-Tite Roof Tile Mortar. • • • • NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 •... 0000•• • • • 9.0.66 •• •....Soso % 000099 ...... 0 • •0004. .... . ..... •0109• •• on 00000 •• • •• 666••• • 00 00•••• • • • • • • • • • • •0000• • • • s • NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". kA6LE8�" FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 • • • gess sees:* •• • sees • • • • • •ess•e •• • sees•• • •sees: • • 00.0.0 00•0 • 00.00 • • 00.00• •• • goes* 00 •• • •e 00.00• w •egg•• s• • 0 0 • 000000 • • • • • • e sees••• • •00• NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE sees sees sees•• • • • • • •• • 0.0000 e • • • • • • •sees• • •6e•6 • 00 •660.0 • • • 6 6 • 0000•• 9066•• 9 9 •00609 •••• • • • •0•• NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 ED El PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 0000 ,. 00•. 0000.. 6+c 6 0.• • • • •0.: }.i• •• • 0000•• 00 0000•• 0000 • . • • i 6 0000•• 0000 • 0000• 60.60• •6 on 00.00 6. 0•• . .. •.000. • 00 00• 6 • • • • • • • • 0• •000 0000.. • . 600.06 00 • 0000 • • 0000 NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 9999 . . 9999 9999.. .. 9999 9999.. 9999.. 9••• 9999.. .••s • 0009• 0099.• •• • 0999• •• •• • •• 0999.• • •99.•• • • • • • • 0999.• 0099•• • • • •0900• • 0009 NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 MIAMI. MI. D -F 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.gov/cera Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 detennined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 0000 change in the applicable building code negatively affecting the performance of this product. • • 00 • • • 00000:0 .•••• . .. 00 TERMINATION of this NOA will occur after the expiration date or if there has been a Ye► cion or ctaroge in the • e 0 0:. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eltdAernent of arty product„ 9..: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure* td L9mply:vit)a:a0y ' ' section of this NOA shall be cause for termination and removal of NOA. •""' 0000•• • • 0000• 00000 • •• •9.9:. VERTISEMENT: The NOA number preceded by the words Miami -Dade County, F0 " and followed by the . expiration date maybe displayed in advertising literature. If any portion of the NOA is di'spl'ayed, then it shall b.9: done in its entirety. . . . . • . . .09.0• •. • 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its digtfktors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 11-0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-1229.01 MIAMMDADE COU Expiration Date: 09/13/16 APPROVED Approval Date: 04/05/12 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 Test . Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6518" x 3133/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' - bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32' 10" x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location • the underlayment. • • • • • • • • • • #2 066.00 GG O GOOD% Polystick TU P Roll: TAS 103 and A rubberized asphalt waiel roofini membrane G 6 6 G: underlayment 32'10" x 3'3-'/8" ASTM D 1970 glass-fiber/polyester itjrjto�ted, wait a granular ... G G Manufacturing Location 130 mils thick surface designed for qW."4 tile rppf .G .9;.96 #2 underlayment. .. .. .. 0000.. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt §elf-�,dherin&glass- GD •, Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinfoi'c v terproot&g. ; 6 •G •; #2 60 mils thick membrane. Designed as a metal roodkig and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R] TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & 6155 09/01/11 - P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G 15 5 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G 155 02/18/10 sees .. sees sees.. .. eeeeee sees s sees.. sees sees.. .. e .. se . .. sees.. ...see .. sees sees NOA No.: 11-1229.01 Expiration Date: 09/13/16 Mt�M1-DADECOUNTY Approval Date: 04/05/12 Page 3 of 8 sees.. sees.. sees.. sees. sees. sees.. sees.. INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sbeet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and .debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eavve, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 �; C,OTY Approval Date: 04/05/12 Page 4 of 8 SSSS . . SSSS SSSS.. .. SSSS SSSS.. SSSS.. Soso 6 0 s 60680. SSSS . SSSS. SSSS.. 61 . 60:08 .. .. . .. 0.00.0 SSSS.. . . . . 866666 SSSS.. o . 0 . SSSS.. 66 0 6666 . o 6666 NOA No.: 11-1229.01 Expiration Date: 09/13/16 �; C,OTY Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Expos re Limitations (days) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU PLUS, 'tU P, TANG 00 0 Flat Tile Prohibited without battens 5:12 o oN"kmitatioaa' Profiled Tile Prohibited without battens Prohibited G •NtriKmitation G 0000.. 4 0008.. 800088 G4.. s 9 e o The above slope limitations can be exceeded only by using battens and counter batians. accora�r'ce with tho.... Approved Tile System Notice of Acceptance and applicable Florida Building CodewreWirementBattens **:so* are required for both loading and installation of tiles at all times. " ' • •' • • • • • • 0000.. e o 4 4009.0 0000.. .. 0000.. .. . Goes 4 e NOA No.: 11-1229.01 M�M�DAoaCOU Expiration Date: 09/13/16 APPROVED__-, Approval Date: 04/05/12 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. 0 CL 0 Roofing Tiles (6 Max Per Stack) 12 Ll3 41>u r � Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 9999 H'UAMIDADE C . . 9999 9999.. .. . 6666 O 00 900.600 .. . 066664 BUILDING PERMIT REQUIREMENTS: *00000 • • • 9999 9 96666 . Application for building pen -nit shall be accompanied by copies of the following: .6060. 000000 00966 1. This Notice of Acceptance. 66666• . 6 6 . 6 96696 06 06 0 69 666606 2. Any other documents required by the Building Official or applicable building code in �Md44V properly evaluate 00 the installation of this materials. • 60000: • • • 696996 69 6 9664 6 • NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I " metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dr�*Uastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade ma$tic ate jthe area iogeed of• • • •: • repair, followed by a patch of the Polystick material of like kind should be set and h8fld r6lled i-gVilee, over • • the area needing such repair. Patching membrane shall be a minimum of 6 inches iA M:itf directl8h. The repair should be installed in such away so that water will run parallel to or over the toy of all laps of the : •+••: c• • . + patch. • 0, •••••• 10. All self -adhered membranes must be rolled to ensure full contact with approved subgff 4. Pot a5% • * • • • + requires a minimum of 40 lbs for a weighted roller for the rolling of the field meml1ran'e' Hand roll -M are "'OV V acceptable for rolling of patches or small areas of the roof. Brooming may be useAtiera slope prohjbits **loss* rolling. • • • • • • 11. All approved substrates should be dry, clean and properly prepared, before any applthtidh of Pol}Zs"tft • • • • • • membranes commences. An approved substrate technical bulletin can be furnished upon reques*Mfis recommended to refer to applicable building codes prior to installation to vefify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 11-1229.01 Expiration Date: 09/13/16 NQAMt•�/tDEGAu Approval Date: 04/05/12 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. FOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. NOA No.: 11-1229.01 h8AM1•DADEGOUN7Y Expiration Date: 09/13/16 ... Approval Date: 04/05/12 Page 8 of 8 • . .•.• .•.... .• • 600• • 0.0.00 •• • •••.0• 0.00.0 6000 • 0 • • . . 00.009 •0•• • 94.00 .•.•0• •. • 0 000• • • 0 • 6 00 00 0 0 • • • • • 0000•• 0000.. • • 6 • • • 0 • •0000• NOA No.: 11-1229.01 h8AM1•DADEGOUN7Y Expiration Date: 09/13/16 ... Approval Date: 04/05/12 Page 8 of 8 KAMM 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.miamidadegov/pera 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. ."". . . 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revjsiMgr changeo. rn jie 0000:0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorr8A=t of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c�mplywith any saction of* this NOA shall be cause for termination and removal of NOA. • • • • 06:600 00.00. 00 . 00:00 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F186M and folloVed by t'V•;• expiration date may be displayed in advertising literature. If any portion of the NOA is dist?a* 'c� then it s4 X11 be done • in its entirety. : • • • • • . 0000.. .. 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrih*9rs and shall be available for inspection at the job site at the request of the Building Oficial. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. APPROVEDi 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 Descriution Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: • ."". 6666 6666.. 1. Tomball, TX. . .. 6666 . .•0000., • 00 . 00 00 0600.. PHYSICAL PROPERTIES: """' 6666 6666.• Prove Test . 6 Resells • 6.6..6 • • : • • Density ASTM D 1622 1.61bs./ft.3 .0000•. . 600 Compressive Strength ASTM D 1621 .. .. 18 PSI Parallel to rise . .0 . 66660000•.. • 6. 12 PSI Perpendicular to risg ' 0 0 Tensile Strength ASTM D 1623 28 PSI Parallel to rise 6 :""' 0000 0 . Water Absorption ASTM D 2127 0 00 0.08 Lbs./Ftz 6. . :069 000006 6 0 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch 0000 Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @1580F., 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 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 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 6060 LIMITATIONS: . . 6666 6666.. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assevlyfpr fireeraift; 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat,'1b4,'& high tile -profiles.:. . 6666 3. Minimum underlayment shall be in compliance with the Roofing Application Standaf u* M* 120. ; "" • 6 6 6 6 . 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component FoaV968$Tile Vbegwe Al?-* 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10 Of. 66666. 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 hereir. • 0 6 0:6080: .. 6666 F 6666 —W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 !APPROVED! 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 3M`rm 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 Vaddy Wgig%t'ger p'a' 000. ddy Min. (gt�*ams� 0 • Flat, Low, ffigh Profiles #1 35 • • • 6 N/A • • High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an • • • • N/A • Flat, Low, High Profiles 1 #2 1 24 1 9 •;' •; N/A ; • 6 '. Flat, Low, FEgh Profiles #3 8 ' • 0000•• •• • 0000 NOA No.: 12-0228.18 Expiration Date: 05/10/17 APPROVED 1 Approval Date: 05/10/12 Page 4 of 7 •••6•• 00.0• 0906• •60••• .' •09.9• 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 Oficial or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL Z SINGLE PATTY Nail through plasfic cement Paddy (Beneath no) UmNrlayment • e e 1 Paddy (BeneathTlle) 101n EeveCoutse o 10 In. 21 Fasele o Eave cam only. Eave Clue Keep adhesive approx 41n. up from weepholes APPROVED] Nail through plastic cement Optional We for steep pftch gpMons Nall #Mgh plastic cement Paddy (BeneathTlle) Undadaymmd 2) Tom covers upside down. Place adireshre 1/2\, n. 10 In. 21 To 1 hi From outside edge of corerfile. o • • • Em Course Fescla Waphole Eave course onty: Ears Closure Keep adhesiveapprox. UP edge 4 in. up from weepholes 1 1) Place enough adheaiveto achieve 17 to 23 Optional We for steep pftch gpMons Nall #Mgh plastic cement square Inches In contact with fim pan file 2) Tom covers upside down. Place adireshre 1/2\, n. • To 1 hi From outside edge of corerfile. • • • • • Then Install fire file. l . • • • Umierlayment • • • • • 0 1 0 a Remov _ •.sig topportlon __ of Ore save course coverfile. • • • • Abut tosecond coaseof g pan Mae. E nna esus end of pan and covarfih• ere PchdnMoro flush ateare qna. on longitudinal edges offile Eeve closure W�phole Faso (mortarshown) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 0000• • • • 0000• 0000. .••• ••00 •00•• • 0000• • ••0•• • a ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through Plastic cement Paddy (Baneeb Tile) Nall through plastic cement Paddy (Beneath Tile) Underlayment Underlayment 71n. 21n. 2 In. Em Course o Fascia Fascia % weephols Em Course Eave closure Em Closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 9999 00 6 9999 0 0 • 0 0 00• 996696 000000 0 6006 0 'a a .00069 • *00*00 •0 0. 0 0 :. 00 so 0 00 % 0 0 0000 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nall through plastic cement �?� 6.1 i Single paddy , In x 3 in.3 under file /` I Single paddy on 2 In. 4 In. under- • layment 660.06 Single paddy' on top of file APPROVED753 J'1%] ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nall through plastic cement (between tile) Underlayment Paddy (under tile) ° ° e Lave course 2 in. X 7 in. medium size paddy save course only Nall through plastic cement In. x3In. 4 Single /paddy on underlavment 2 Single paddy / on top of file Eave Cam; }�In.x 3 in. Sin/gle 4 in'/� .�2 in. paddy on under- layment Single paddy on top of file Ea Course paddy the Single paddy between the r rEave Closure medium paddy save course only END OF THIS ACCEPTANCE Single paddy under file Single paddy between file 2 In. x 7 In. medum size paddy an course only �` Fascia Weephole Eave closure . Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 6000 • 0000 660.06 • • • • •• • 0466 • 000.0• 00 • •000.0 • 000060 • •• 0000•• 0000 • 0 • • • • 6••6•• ••e• • 6000• 66.60• w• • •6w•• 00 •w • .• 0000•• • ••ww.• • • • • • •• w 0000 • • •0.0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of pr ding that the roof system meets the wind resistance and water instruction 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. 2.__ (� Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be -reiled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring uni (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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be sewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 0000 . . 5.Ponding water: The current roof system and/or deck of the building ma; DQtldr�in well a4d jrtay c se water to pond (accumulate) in low-lying areas of the roof. Pounding can be anirid "ion of s1ructLrA distress and may require the review of a professional structural engineer. Pounding rnayo9Wen the fife, expectancy and performance of the new roofing system. Pounding conditions may ngt""Vident upyl ftac, original roofing system is removed, Pounding conditions should be corrected. Goof .. 0 00 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so ni the ro0 0 of is 00 of overloaded from a buildup of water. Perimeter/edge wall or other roof extension may FIcU this discrarge�if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflew scuppers 0' • • • • accordance with the requirements of Sections R4402, R4403 and R4413. ' .. • 0000 • ...0 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in enor of the structure assembly (the building itself). ThAwhich ouffatftliicventiln shall not be reduced. It may be beneficial to consider additional ventiehe servic life of the roof. Owner/Ag Ys ignature ate Contraa Date Revised on 7/9/2009 LD ...... 0000.. 0000.. 0000. ..r.. .00.1.0 ...... . ...... 0 . 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: `t I it 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: asp- rpslylp Property Address: r-1 Ike ` S 5T Roofing Permit Number: Dear Building Official: J I DS-' CG.�i�` certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 000000 46.6 •46664 ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) br wi%ftprpvisions •, 606046 •• • .8400• of 1994 edition of the South Florida Building Code (1994 SFBC) 000000 • �® Signature State of Florida County of Dade 6666 6666.. 6666 �r I 6666.. .. . 6.6666 06 •• . 66 6.06.4 Print Name 0.00••0 • 0 60060 •0000• • • • • • • • • •6606• •• • 0000 • • • •• • The undersigned, being the first duly swom, deposes and says that he/she is th owner for the above property mentioned. Sworn to and subscribed before me this 1' % day of al '2® l q Notary Public, Sate of Florida at Large_ LISSETTE PACHEW My'COMMI551ON # EF73997 EXPIRES: Juin 0& 2015 n -- Co. • 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 5/21/2009