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RF-11-829Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159504 Scheduled Inspection Date: June 08, 2011 Inspector: Bruhn, Norman Owner: JACOBS, SUZANNE Permit Number: RF -5 -11 -829 Job Address: 1284 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile Phone Number Parcel Number 1132050100140 Phone: 786- 277 -9540 Building Department Comments RE ROOF COLOR THRU TILE TO TILE Inspector Comments Passed ee6_,F0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 07, 2011 For Inspections please call: (305)762 -4949 Page 10 of 24 S ARO ROOFTOP STRUCTURES Florida Bulldog Code. Edi of likpAre4acitriturrizatut Zone Uniform Pecatit .. • .* :'�.'.^� � y.C�.� 4-40"4.4 `. ;.t:3�1.�1`.. _ j, .. .L%"1�.i. ....:'i,+�. > 6 ..:.a. 1S.34 COci,JTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidad�e.QOV/I ujffliag! 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 BNC - 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. BNC 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: Polystick MTS, IR -Xe, TU, TU Plus and TU P LABELING: Each unit shall.bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. .-474te' NOA No.: 11- 0203.02 don lam 09/13/11 WOW Datvi Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Suit- Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Mam acturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Mamfcturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofmg Underlayment SBS , APP Self- Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3 -3 /8» 60 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick and 67" x 36" 80 mils thick Roll: 32'10 "x3'33/$" 100 mils thick Roll: 65'8" x 3'3 -3 /8" 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL NOA No.: 11- 0243.02 Expiration Date: - 09/13/11~- Approval Date: ' 04/21/ 1 ` Page 2 of EVIDENCE SUBMITTED: Tes_ A�encv Exterior Research & Design, LLC Trinity j ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA-035-02-0 I PUSA - 033 -02 -01 PUSA - 055 -02 -02 PUSA-083-02-0 1 PUSA - 089 -02 -0I JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29/05 TAS 103 08/29/07 TAS 103 12/04/08 TAS 103 /ASTM D4798 & GI55 04/13/09 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 TAS 103 09/29/06 ASTM .D 1970 01/12/06 TAS 103 12/10/07 TAS 103 06/30/48 TAS 103 /ASTM D4798 & G155 07/06/09 TAS 103 /ASTM D4798 & G155 04/01/08 TAS 103 /ASTM D4798 & G155 11/09/09 TAS 103 /ASTM D4798 & G155 • 02/18/10 TAS 103 /ASTM D4798 & G155 02/18/10 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II 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 eave, 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 -%" 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 er�rt're� brave curfams o have full_nontacf with t, a rface, gwing 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. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus 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. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured In Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 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 and TU Plus may be used in both adhesive set and mechanically fastened roof the applications. Polystick IR-Xe is 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 Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 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. Roofing Tiles (6 Max Per Stack) NOA No.: 11-0203.02 Expiration Date: 09/13111= Approval Date: Page 4 of 6 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. & 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 P0500 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 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. 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. LOCAL CODES MAY SUPERSEDE POLYGLASS uEQUI EMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159505 Scheduled Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: JACOBS, SUZANNE Job Address: 1284 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Number: RF -5 -11 -829 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050100140 Phone: 786 - 277 -9540 Building Department Comments RE ROOF COLOR THRU TILE TO TILE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 29, 2011 For Inspections please call: (305)762 -4949 Page 9 of 24 FLORIDA INTERNATIONAL ENGINEERING & TESTING 1AB INSIGHT•INNOVATION• GVTEORATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 SITE SPECIFIC INFORMATION Job Address: Contractor: Type of Tile: Owner Name: App. Sq.Ft: /304 /fy - , ,6h Permit # ecf4 1l� 49:029 Approx. Height 6ste0 J/.44,41‹ Testing Equipment: Install Date: Test Date: 4 . Floor: / Slope: l /2- Shimpo Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. 3 Result 21 22 420 41 42 23 43 4 24 44 Mos 61 62 63 64 5 25 45 65 Result 81 101 R3 121 82 102 122 83 103 123 84 104 124 85 105 125 6 26 46 66 86 106 126 7 27 47 67 87 107 127 8 28 48 68 88 108 128 9 29 49 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 58 78 98 118 138 19 39 59 79 99 119 139 20 40 60 7 80 100 120 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: Vinayagar M.Baiakrishnan V, P .E. State of Florida Lic # 63107 )ob Mdresm / 2 F4 44 $_7 •o i f, N r 5rgiO s Sketch of Roof MEM 111111111111111PEMEWMiti 1iaaiilaaaiaalli 1iaa111i mom scr.iniamiliwanamossomminmanamismanimmo RIME r �� 5/ESi IlitedIVAtiaiiiiaiiiaiiii iii`ii■ ■iia 1#iii!fa1 T ?Ai Milaiiiiiiaiaiiiiiiiii■ MISS viii► ��i /Eiiii�iiiifiiiiiiiiii_iiiiiii ■iii uirii f�ii iir uiiiiiiiiiiiiiii liiiai iiaf ■itiiii�f�fls� # 1111111111111111111111111111111111MINIMM ■lai uaaai[IE1":11141■a 111aaillllalaaaiiaii■iala ■ ■,i ■aai�a�fiiiar sammallIMERINIMIMEMUMMIN ■ UM isamininurrawansammtneenir41111.0111MINMIS MUM ■■ii#%a']fiaiiiiiiizii iionliiiliiiiai■ 1111REESSIMAIINI ' 11 111111111Lk iic."1ialliaa 1111111 MUM MELMMIIPilliiiMM1/712111111PFIAMILIMIMMIMMEI ■iii / i 11fKC 1#sailaUliPA a` S1111fi11ai1iiaia ■u. L41ia (l AMMEEiflMi 7iI i i' ' RW AIiiiliMiris■ IMMIMIMIUIHItri"M2dikfukiaa'ikiomaEJIMIIIMIRLIMINMM ■ UM ■iiISIEVA Miii'iiaMIINIM1ii1ii'aiiiii i,i AMEN IilIiiVl,511111Viaii ,Gii ►Ei(iiiiita i ■i MIMInt2MUI ail MEa:■ I IIII iaiiiiaia mmmorminimurmsimormariciiirmistimmainainie ■111111. i n11MIL Mlaa1S!AMMiiI Mania 1111 /ilia a iiii Iita; i(: SIIflliiaif .IIiiaaRRiiiiUiiiil ■ IMUISIMMUIMI2r71111rellMIMMINIMMEMMIMMIMMUMIS iliil�aasaaa���ll�lali�fal lilalaaaiiaailai 1111111.7.0111111111MARMUM05111111111111111MMIIMMINIUME 111111111111111MINSWAIr r ii iiiiaa11111i1 %' lliiai ■■ai�iar'ii►Eiiiiiiiillfiiiiiii iiiiiiiiii■ ■iii,r rli► ✓ mixua!!asimmaiiiii i:iiiiiiiii■ alia'`a %'_ 7iiL iit2I 1111alailiiiaalal■lala MUMS /%laiaiiiiiah1lll liili iil'il iifl 11111■ ■n mumai minmeaM iiliiiMINE ii ii■ 11111MMUMIIIIMMIIMMISMIMMISIMMEIMUIMMMUMMM lii iliauai`1lialaiaiiiiiali aiiiaa ilia ■i-i! iliai. ii- dreilsait.- -- -IS Li ,aialiiihli■ ■aiaiiaiii iiiiiiiiiaiiai ii'ifiaialifiili 1111,1 aaaalaaiia%1111iii111i1iRi1 1 RIRR ■ iii■ ailaaaalaaaliialRRISIIa11IRRIIiiiiii RE: Permit # 'RF5U$a1 Maati S `01149e V oantmeet 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 -756 -8972 www.miamishoresvillage.com DATE: 1 7 1 3 0 1 1 1 INSPECTION AFFIDAVIT I Kam\ \4o io K , licensed as a Col Contracto / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: Obgs0000'1 On or about 51'11HI I2:19OQM (Date & time) secondary water barrier work at , I did personally inspect the roof deck nailing and /or Ia�9 611-0" .61- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large ii `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S.1make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection 6I)�I 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 Permit No. \ I' 'T BUILDING PERMIT APPLICATION FBC 20 MAY 0 9 2011 ;. Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 5 Lc (Q ck. co bS Phone #: 3 O�5 5 -44 RZ Address: (Z g'-`f r\ S ') City: IN) . (O YY\ Or QS State: F Zip: 3313 k Tenant/Lessee Name: Email: S LCZ-L, j a co hs fl Phone #: JOB ADDRESS: ( 2 0c--1 (-1 City: Miami Shores County: Miami Dade Zip: 331 3 8" Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 14"4101/4-1 e.1.< Roof ho Phone #: 3o5rJ of 9/ Address: 4143 S t �i' 47 Gt City: _ v �A t rl pAckr j jState: ��— Zip: 33 0 f Qualifier Name: get If'16U11G� 6 T< Phone #: State Certification or Registration #: Certificate of Competency #: 0& 8. t 0000 7 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ aqI 300 Square/Linear Footage of Work: L71150 Type of Work: DAddition ❑Alteration ❑New (� dtepair/Replace ❑Demolition Description of Work: leAr0`P 4-`H fi 4-i (e roc74 j re-plate `Wi -h el INtt&T MO n I 'eb Boat e-ionq, ('oo co Ior -Ehro 1 mA,11 -i -co I )r- coycrete-h le r-ocsy 1 -ern Th o1oro4+ e+ Ie. is B bo4os Mend ti%6 Submittal Fee $ '0C.1 Permit Fee $ Jo CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore''] s g ins ment was .i owledged befor dayo ,b wh knowtlto me or who has produced identification and who did take an oath. PUBLIC:, Signature Contractor The foreg s t instrument was ackno yof '1t 111 ,2011 ,by who is ► ersonall NOT 'Y Sign: Print: My Commission Expires: • y. known to me or who has produced as identification and who did take an oath. NOT Y PUBLIC:. Sign: LL/,. Print: 060 My Commission Expire*)' 3 �*, **************** 9e9e9tde*9C****** **************eY** ********oi'********* k dc**1i' ***ro1C *9e3c9e**oY**oY****** ** k*9e3c**et'*** *9ro1C*9e*** APPROVED BY ..,J %� " :/ Plans Examiner (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property, and street/address: 1 FJ 33)3g 111111111111111111111111111111111111111111111 CFN 201 1 R0316:?55 OR Bk 27688 Ps 0992; (1asl RECORDED 05/13/2011 14 :58:21 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1),(314 NL 914+h S-»-ee 1- Mio w4► Shores 2. Description of improvement: Re. -root 3. Owner(s) name and address: S ztx R.7 aCD 1=6 dA 1 E 9 q M J 7"r ` - Alami Interest in property: 0 ‘Ay\fr Name and address of fee simple titleholder: 4. Contractor's name and address: FL 33OO,9 5. Surety: (Payment bond required by owner from contractor, if any 0`w0. e. 17 o M2 rZTSM a ,y Not Pik It salty of Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notic or other documents may be served as provided by Section 71.3.13(1)(a)7., Florida Statutes,. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff -. rent date is specifi - •) Si•' a f Owner Print. Owner's Name Sworn to and s ribed before me this SC 1 Notary Public �:�` `:� i�: 11� Print Notary's Na a v i,.j.. NO6 My: commission expires: 123.01-52 PAGE 4 5/06 Prepared by P I<MAJ4-16 Address: i rl 1443 °6' "'T µ ri rv\4Yi Oaq OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 FS. To: Miami -Dade County Building Department 1 1805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number �• Dear Building Official: 1 tit -2,wQ., G certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). SPATE OF FI.,ORIDA CC )k JNTY OF MIAMI•DADE Sworn to and hscribed before me this 9 t ! I , 201) da', of (SEAL) 110101" � Ca I'ersonalh known �'' CpmmjgpjSl$#pp3�,01� Ni or Produced Identi lie. IROMSt +7a, WC- When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. • t'Alek+i okh SMFM kgotr Atil+W Nftwitaw liN motiYtt. 3,0 0.1 eFil -dam 0 LOW Slope 0 Asphahtc Shingles 0 New Roof LRoofArea( lac 0 &lethargically Fastened 7de © Metal PaneliShingies P pm egul AS YS0 ROOF TYPE liReroofing 0 Recovering ROOFff 0 Steep Sloped Reef 0 fdlingnance • . • • ..•• • • • •• • Sketch Roof Pte. illustrate all levels and sections, roof draftee, sr:wipers, overflow . ., nsion! .of sections and levels, dearly identify of elevated parapets. • • • • • • ••• • • • rilre• Ai° • I . .L, fist? • • • • • • • • • • • • • 111111111111111111111111111111111111111111111111111imumunnumnimmusaummummumum 1111111111111111111FIIMUSSNMEIMIMEMEMI simmuunnumminunnummmunummi 11111111111111111 1111111110111111111111 111111111111 • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code. Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: 0 1 er Notice of Acceptance Number: orh oa os 0q Minimum Design Wind Pressures; If Applicable (From RAS 127 or : �j Calculations)• �i 9 ➢ b 1: ' `1 P2: 11 b P3: I" ' Maximum Design Pressure (From the Product Approval Specific System): Ili Roof Slope: 3 : 12 Steep Sloped Roof System Description \ Deck Type: • • • • •• • •••• • •.: ••• • ••• 1)t b V- oet At wOO d • • . s .. . •• • Type Underlayment: Insulation: Ridge Vep)iKon? *30 -fell'' •••• • • • •••• ••.• rvl Fire Barrier: • • •• •• • • • • • • •••• • •• • • •• • • •• • • •y • • •'S•••• �•av'• • • it g 44 ON is in alio,_Aela ••• • o►4a rtri Fastener Type & Spacing: Adhesive Type: • Type Cap Sheet: r Mean Roof Height: is Mu-T le seat Roof Covering: t©rrowgh g-Ni ear IaY.ala,ly :I Type & Size Drip Edge: 0. 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application} FiII in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: •. • • Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: " oc @ Lap, # Rows 4) " oc Perimeter: " oc @ Lap, # Rows _ @ " oc Corner: " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulatioh Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, 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 Srope� :.' • • Type, Fastener Spacing or Submit • • • • ••• • • •• • Anchor/Base Sheet• t4o.•of Ply(s): • *nchor1t3atteSheet laastepler /Bonding Material: •••• •••• •• • • •; • • lfisulatidhf t3'Ase Layer? • • • . • • • • • ••• Vase Irir$.bi#tisn STAN and Thickness: • • • • • •••••• • • • • Erase Insi.IrlatiSn Fas•teng? /Bonding Material: • Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: PIy Sheet(s) & No. of Piy(s): PIy Sheet Fastener /Bonding Material: Top PIy: Top PIy Fastener /Bonding Material: FLORIDA BUILDING CODE — BUILDING FT. i_FT. Parapet Height Mean Roof Height 15.33 s ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Perml Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. u gib. pMeth�odd 1(""Moment Based Tile Calculations Per RAS 127" (P1: `hI 2,..Q�1¢0�q =1�1 1�-Mg: �jt0j Mr' 519.1 Product Approval Mf 31Q/ (P2: I O N bx � IOi�+ 1 1981131 j)i'�- Mg: g i Mr2 t I. oA product Approval Mt 3 t '7 (P3: MI x J . 9A 41 � 1- Mg: 8. 05. Mr3 9I Y Ca Product Approval Mf 31, Method 2 "Simplified Tile Calculations Per Table Below" Requited Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* • •„ Mean Roof Height -3. Roof Slope 1 15' 20' 25' 30' 40' RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 2:12 34.4 36.5 382 39.7 42.2 9 3:12 32.2 34.4 36.0 37.4 39.8 Restoring Moment due to Gravity 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 Product Approval 6:12 26.4 28.0 29.4 30.5 32.4 W 7:12 24.4 25.9 27.1 282 30.0 • • • • "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Ruies anal Xppeals. For Uplift basedtilesyst emsuseMethod3. ComparedthevaluesforF wit hthevaluesforFr .IftheF'valuesaregreaterby up sqkito the Fr flu ? : for each area of the roof, then the tile attachment method is acceptable. • Method 3 "Moment Based Tile Calculations Per RAS 127" •••• • • • •••• • x w: = ) - W: x cos 8 =Fri Product Approval F'•••• •••• = x w: = - W: x cos 8 =Fr2 Product Approval (• • = x w: = _) - W: x cos 0 = Fr3 Product Approvali7'•_• • • • • •••• • • ••• (P1: (P2: (P3: xL xL xL • • •• • • • •••• • Where to Obtain Information • • • •„ Description Symbol • • • • Where to find • • • • • • • Design Pressure Pl or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 •••• • Mean Roof Height 11 Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M5 Calculated Minimum Attachment Resistance F, Product Approval Required Uplift Resistance Fr Calculated Average The Weight W Product Approval Tile Dimensions L _ length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING • • ••••i• •••NN• • ••• 11• • 15.35 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 govem 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 provi U g 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. �I� Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renal 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 delfieatibra between Tr2• ghborifg • •; • unit To e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contraccorarid /or '. owner should notify the occupants of adjacent units of roofing to be performed. • • • • • • • • • •••• •••• • • _.. Exposed Ceiling: Exposed, open beam ceilings are where the undersideeof the ro®f decking care be v ed from below. The owner may wish to maintain the architectural appearrrtc e•'t ereforr, mpg nail penetration of the underside of the decking may not be acceptable. This provides'the'dption of fiamtaining tn2'. :. a ' .earance. . .. • • 5. Ponding • water: The current roof system and /or deck of the building'ralay rot drain well•nd may • caus ater to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the o 'ginal roofing system is removed. Pounding conditions should be corrected. �► Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove laded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in co Dance with the requirements of Sections R4402, R4403 and R4413. a♦ ► Ventilation: Most roof structures should have some ability to vent natural airflow through the in e r of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. nrs Signature Revised on 7/9/2009 LD ate 4)CktAl{ qj1 Contractor Signature Date BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375-2901 FAX (305) 375 -2908 MouierLifetile, LLC 200 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mimi -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirement s of ihe • • • applicable building code. • • •.•• • • • •• • • .•• • .• This product is approved as described herein, and has been designed to comply witYi tj> lorida Bujkfing Code and the High Velocity Hurricane Zone of the Florida Building Code. • • • . .. • • • DESCRIPTION: Barcelona 900 Concrete Roof Tile •••• • • •• • •• • • • • • •• •• •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name a lap, city, state and following statement: "Miami -Dade County Product Control Approved ", unless'otherwise n341 herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and thaws been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 6. The submitted documentation was reviewed by Jor a L. Ace NOA No.: 07 -0220.04 Expiration Date: 04126/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Carv: Roofing Sub - Category: High Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as m=oment based system.. PRODUCT DESCRIPTION: Manufactured by AAAileant Dimensions MonierLifetile LLC Barcelona 900 Trim Pieces 1= 17" w =13" V2" thick 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 11 P0402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25-7688-3 25- 7688 -10 Product Description High profile, interlocking, one-piece, 'S` shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set DE •••• . adhesive set applicationrss • .. • Accessory trim, Booste+ . lona, eencnete roof pieces for use at hips. }ekes, ridgess.pd valley terminations. Mandattured'ft, h file profile. • .. • .• • • • • • • • .. • Dec. 1991 Test NameWReport• • • Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA 112 PA 101 (Adhesive Set) PA 101 (Mortar Set) Dec. 1991 Sept. 1993 Aug. 1994 July 1994 Feb. 1995 June 1996 July 1996 NOA No.: 0741220.04 Expiration Date: 04/26/12 Approval Date: 04126/07 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers LIMITATIONS: Test Identifier 25-7688-5 25- 7688 -4 520111-3 520191-2-1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Test Name/Report Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25-7183 25 -7094 25 -7496 Date June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 25-7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 . • • 25- 7848 -6 % •�• '••••' Restoring Moments Due, Lv. Jebruto 2(V7 Gravity TAS 112 • •••••• Janus2 Q •••• •••• • • •• •• 1. Fire classification is not part of this acceptance. • • • • • 2. For mortar or adhesive set tile applications, a static field uplift test tali .11e pertafrria in • • accordance with RAS 106. • •• • • • •. • • •• • • • • • • •• • • • 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory tb perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 0220.04 Expiration Date: 04/26112 Approval Date: 04/26/07 Page 3 of 6 Table 'l: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (ibf) Length4 (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - 2t. (ft3) Tile A. (f#3) 1b (ft3) Profile Batten Application Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restori ' Moments due to Grav - ft4b Tile Profile 2 " :12" 3 ":12" 4" :12" 5" :112" 6 ":12" . 7 ":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct . Deck '' Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7 :78 6.79 7.61 6.61 7.40 • . • • • .. • Table 4: Aftachment Resistance Expressed as a Moment - MI {f tbf) 41 • • • : for Nall -On Systems . Tile Pr ie fastener Type Direct Deck „ (mirt tsars plywood} Direct:O# - (mtn..I9L32" '. plywood) Bats . .. '. :..* Barcelona 900 2 -10d Ring Shank Nails 28.6 412.: • 194 1 -10d Smooth or Screw Shank Nail 5.1 0.8 41 •. - • 2.8 2 -10d Smooth or Screw Shank Nails 6.9 B' • :..7.. 1 .#8 Screw 207 ;: 20:7 • 18.1 2 .#8 Screws 43.2 432 29:8 1 -10d Smoot or Screw Shank Nail (Field Clip) 23.1. 23.1, '18.0 1 -10d Smooth or Screw Shank Nail (Fave-Ciip) 29.3 29.3 24.0 • 2 -10d Smooth or Screw Shank Nails ' (Field Clip) 27.6 276 386 ' 2 -10d Smooth or Screw Shank Nails Wave ) 38.1 38.1 41.8 NOA No.: 07-0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of4. • • • • • • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A; Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application ' Minimum Attachment Resistance MonierLifetile - Wool-ono 900 Polyfoam PolyPro TM 66.5' Polyfoam PolyProTM 38.7 3 Large paddy placement of 63grams of PoiyProTM. 4 Mediumlraddy placement of 24grarns of PolyProh. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Profile The Application Mortar Sett' Attachment Resistance •. ...ZAP • • .. • :6.... ••• • • .. Monierlifetile Barcelona . 5. Tile -Tite Roof Tile Mortar • LABELING: •••• • • • • • •••• • • • • .... • .. • • • • • All tiles shalt bear the imprint or identifiable marking of the manufactirgr name or fo, o, or following statement: "Miami-Dade County Product Control Approved • • • • • • • • • • • .. • • • • • • MONIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0220.04 Expiration Date: 012 Approval Date: 04/26/07 Page 5 of 6 PROFILE DRAWING NAIL HOLES OVERLOCK 3 518 17• UNDERLOCK 13H • • • • • • • •• • • ••• • • • • • • •• • • • • •••• •••• • • • • • • • •••. •.•• • •• • • • • • • • •• •• •••• • • • • • • • • • MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TIC • •; • • • END OF THIS ACCEPTANCE NOA No.: 07- 0220.04 Expiration Date: 04126/12 Approval Date: 04/26/07 Page 6 of 6 MIA M MADE IIIIN BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 pigh,Va l • • Zone of the Florida Building Code. • • • • • • • DESCRIPTION: Polypro® AH160 • RENEWAL of this NOA shall be considered after a renewal application has been filed and t a&re hasp bec no change in the applicable building code negatively affecting the performance of this proddeh • •; • .•• • •• •. • • .... • • • • • ••. • • • • • • •••••• • • TERMINATION of this NOA will occur after the expiration date or if there has been airtl sibn or .hartge in the •. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eidorrement ;fen? product, for sales, advertising or any other purposes shall automatically terminate this NOA.•Fdilure to cogiply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521 A2 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane This approves Polyproo AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • • • •. •• • ..•• • ••. • •. • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curlejtNOA M;;& list moment resistance values with the use of Polypro AH160 roof tile adhesive. • •••• • • •••• • PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • .. • •• • • • • • Results. • • 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% •• • • • • • • .••• • • • • • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 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 12/28/8$.. 520109 -2 • • • ..•. 520109 -3 • • •• 520109 -6 • •• • • 520109 -7 • • 520191 -1 TAS 101 •���••03/02/� „• • .... 520109 -2 -1 • • • •. • •• .• •••• • • •• • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile for fire • • rating. • 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ?F MS W NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 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. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polyproc4 AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3,minates • afei • • •' Polypro® AH160 has been dispensed. ' ' ' 9. Polypro® A11160 placement and minimum patty weight shall be in accordance Win the ?lad -hierf • 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. (grains) Two Eadd3 Weight. perpai dy Migy.•; z ;ratws) • Flat, Low, High Profiles #1 35 Na ;•••• High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polyprol AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 a. • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nan through plastic cement tinderbyment 1} Place enough adhesive to addeve 1i to 23 P square Inches In contact with the pan Me 2) Tern covers wide dorm. Place adhesive 11'1 In` ,a To 1 In. From outside edge of cover tlla. .0 I Then install the tile. •••• • •••• • • ••• • • • • I••••• • • • jheathing • a • e ilphonal • a • on edges of file •••• • • •••• • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Single paddy under tile Underiayment Single paddy between tile 21n. it 7 in. medium she paddy save NNNNN■Nt cause only i rel in.x 3 in. 4 hr. Single PaddY under- layment Slagle paddy on top of tile ggp rinse Fascia Weems tha closure • • • • 4A111 edge • • • Nail through plastic cement Single paddy between tile 7'44 in.x 3 in. Single paddy on underlayment Single paddy on top of the Eave Cop Eave Closure 2 in. x 7 In. medium size F paddy save course only END OF THIS ACCEPTANCE • • •••• •••• • • • .•.• •••• • •• • • • • • •. •• • •.•• • • • • • • • • • • • • • • •• • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 •••• • • • ..•••• • • •••.•• • • • • • • • • NI IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of thy...' • applicable building code. • • •' This product is approved as described herein, and has been designed to comply with tha Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. . • • • • • •••• DESCRIPTION: MLT TileSeal • •• LABELING: Each unit shall bear a permanent label with the manufacturer's namCer logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unles sotherevise nDXCj„ herein. •..' • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product MLT TileSeal Dimensions 36" x 333' rolls 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Identifier R14610 02 -012 NEI- 006 -02 -01 NEI- 008 -02-01 NEI- 045 -02 -01 NEI- 053 -02 -01 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: iAPPROVED Test Specification TAS 103 Product Description SBS self - adhering asphalt sheet material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Date Follow up Service TAS 103 • • • • TAS 103 • • • TAS 114 (H) ASTM D 4798 & ASTM G 155•• ASTMD4798 &ASTMG 155" •• • Wood, non - insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of MLT TileSeal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with MLT TileSeal Underlayment is acceptable. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. • • •• •• • • • • • • • • • • •• • 03/28/02 ..• 02•I28A2 .01110i /192 0'7/10702 (18/08/07 •G5/4 708 • • • •••• • • • • • • NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 no.. '7 of Z • • • • • • • •. • • • • • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6 :12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of AcceptHice. If MLT TileSeal underlayment is not listed, a request may be made to tte Authorit,}*.H.nying Jurisdiction (AHJ) or the Miami -Dade County Product Control Department fof %pptoval prnided •' that appropriate documentation is provided to detail compatibility of the probts, wind• u • resistance, and testing results. • • • • • • • • • • • • 10. All nails in the deck shall be carefully checked for protruding heads. Re- fastewan4 loosd ng panels. Sweep the deck thoroughly to remove any dust and debris prior to applit Cibt' ; . • • • • 11. When applying the membrane in the valley, start at the low point and work to II% rah poin irbiling • • the membrane from the center outward in both directions. For ridge apslichtibns, enter• the • membrane and roll from the center outward in both directions. • • . • • 12. Roll or broom the entire membrane surface so as to have 100% contact with 'the surface,. tying • • • special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit A second layer of MLT TileSeal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 08- 0107.02 Expiration Date: 07131/12 Approval Date: 05/15/08