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RF-11-808Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163317 Permit Number: RF -5 -11 -808 Scheduled Inspection Date: August 18, 2011 Inspector: Rodriguez, Jorge Owner: ATEN, BRUCE Job Address: 553 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060171120 Phone: 305 - 757 -2612 Building Department Comments RE ROOF TILE TO TILE COLOR THRU MONIER NUEVO SPANISH S & FLAT ROOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159447. DUE TO WEATHER, ROOF WET. JR August 17, 2011 For Inspections please call: (305)762 -4949 Page 42 of 46 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Annisr S',; #� \'cam \\ mINIF DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONCENTRATED UPLIFT LOAD'I'ESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, August 8, 2011 PERMIT No. RF- 511 -808 CLIENT: OBENOUR ROOFING SHEET METAL AND SUPPLY, CO. PROPERTY ADDRESS: Aten Residence @ 553 NE 100 Street, Miami Shores, FL. TILE TYPE /ATTACHMENT: Concrete "S" tiles poly foam adhesive set. Inspected By: S.C. Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Field Uplift Test Test No. Test LAcation Pull Test Result 01 -17 Perimeter & Corner 18 -35 Field 36 -42 Ridge caps See Attached Diagram See Attached Diagram See Attached Diagram >Than35LBS > Than 35 LBS > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Sincerely yours, ROOF SKETCH Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No 757 Passed Passed Passed 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499. Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net 0 Printed on recycled Paper TAS -106 TILE UPLIFT TEST A ATEN RESIDENCE 8 9 10 11 26 28 25 27 42 41 40 38 13 39 12 7 22 21 6 23 5 24 31 4 19 20 3 2 18 1 35 A -0.1 W= 0.1X24 =2.4 A =0.4H= 0.4X14 =5.6 PERIMETER DIMENSION= 3.0 PERIMETER 17 TILES TESTED FIELD 16 TILES TESTED RIDGES 7 TILES TESTED 17 32 35 16 57 29 30 14 33 34 36 15 24 Dynatech Engineering Corp Client: Scale: OBENOUR ROOFING N.T.S. Project: Date: 553 N.E. 101 ST MIAMI SHORES. FL 8 -5 -11 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 553 NE 101 Street Miami Shores, FL 33138- 1132060171120 Block: Lot: BRUCE ATEN Owner Information Address Phone Cell BRUCE ATEN 553 NE 101 Street MIAMI SHORES FL 33138 -2450 Contractor(s) Phone OBENOUR ROOFING SHEET METAL i 305 - 757 -2612 Cell Phone Valuation: Total Sq Feet: $ 25,190.00 1977 Type of Work: Re Roof Additional Info: TILE COLOR THRU TILE Classification: Residential Scanning: 4 , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $15.60 $4.13 $4.13 $5.20 $275.00 $12.00 $20.80 $336.86 , Pay Date Pay Type Invoice # RF -5 -11 -40862 05/06/2011 Check #: 6218 $ 50.00 $ 286.86 06/24/2011 Cash $ 9.00 $ 277.86 06/24/2011 Check #: 6290 $ 277.86 $ 0.00 Amt Paid Amt Due Available Inspections: 1 Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet , In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 24, 2011 June 24, 2011 Date 1 A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No.P 11 6 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical( Owner's Name (Fee Simple Titleholder) Phone # d Owner's Address 6S 3 N 1r , O { vt City„ t S h ® State ( Zip zv ` AB Tenant/Lessee Name Phone # 36S- 7 Job Address (where the work is being done) 5S 3 iv L° I & (S'i City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 113 2,14 011 112 b Ls Building Historically Designated YES NO V Contractor's Company Name ObeNroubr- Contractor's Address lel OE 977 Cityln CUM,1 eiCe S Qualifier Name ��e ! O State Certificate or Registration No. L-M 1301/ State 67fi Zip 33 I .e3. Nb Phone # 77r- f 2— LL Zip "34 %43g Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ' °S—< / 9 d Type oftl'Vork• , L J DesctilieWork: 1'lila__ Certificate of Competency No. Phone # Square / Linear Footage Of Work: (9 77 ❑ Demolition ***************************** ls ** * * *** * * * *** * * **** * * ** * * ** /- )dJ Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ CCF $ CO /CC * ** Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side 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 foregoing instrument was acknowledged before me this day ofQfi,,,tj , 20 Y, by Plaid e R -fr,() who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: r� Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signa e - Contractor The regoing instrument was acknowledged before me this / 3 day of * _ / 20 1(, by . f 1OCntui/ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /.1,i /1 mai' ad u My Commission Expires- Ira: in t. � X13 MU MOMS EMMINO ao„ WC ** x, **************** ** * * * * * ** * * ** * * *** * * * * * * * ** * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1( .3 2 0(7 1U-0 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: 653 of= rot 5' Le-tint tats 2. Description of improvement: 111111111111111111111111111111111111111111111 ( :FN 2011Ri 286190 OR Bk 27673 Ps 4846; (1s) RECORDED 05/03/2011 09:51 :46 HARVEY RUVINr CLERK OF COURT 11IANI— Ct;C'E COUHTYe FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: Interest in property: °.r Name and address of fee simple titleholder. �T 4. Contractor's name, address and phone number. t- t)DLL( f4-U I i5' L9E t7 St �(t 44 .SlAOY -. J RL 34/ 0 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by OwneSyippi cotnair"sitetiff0/ may be Section 713.13(1)(a)7., Florida Statutes, P HEREBY CERTIFY trm Mg is a ima ° °:h of it* Name, address and phone number orrowl gad In this ogrx a s 1; GV of 8. In addition to himself, Owners designates the following Ole 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director /Partner /Manager Prepared By _ Prepared By ' �;` P L.VrA rV ift. Print Name Print Name =- Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing iinstrrumeniawps acknowledged before me this t- day of By I 'JtSdividually, or ❑ as for Personally known, or la produced the following type of identification: ik--ty i ..L) 21 fliyf%% id i prtL- Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 82.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By ( (>-- By 123.01 -62 PAGE 9 3110 seie 2'X Florida Building Code Edition 2007 7 7 y toCurricane Zone Uniform Permit Application Form ction A General information) Master Permit Process No. 6.4/"\at1 0E> I <, Contractor's Name Job Address Low Slope Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile mortar/ ❑ Metal Panel/Shingles ❑ Wood ❑ Prescriptive BUR -RAS 150 rU ROOF TYPE e- Roofing ❑ Recovering ❑ Repair ❑ Mainten ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) to 7a 90% /777 Section B (Roof Plan). Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.\incde dimensions of sections and levels, clearly identify dimensions of elevated pressu .; - " d t cation of parapets. 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Section C (i,pw Scope Application) FM in specific roof assembly components and identify manufacturer Ora component Is not used, identify as "NA ") System Manufacturer. e;, Product Approval No.: 67 ( / P. o 9 Design Wind Pressures, From RAS 128 or Calculations: Pmaxt: 1.2—• Pmax2: 173 Pmax3: (23( (/ Max. Design Pressure, from the specific Product Approval system: .S Z Deck; Type: ale ) a GC Gauge/Thickness: Slope: (,, f f Anchor/Base She t & No. of Ply(s): U1,7-jm At 8c• Anc or/Bas Sheet Fas ner/Bonding Material: p/ /6,4(.J v fye�1r(�L° Insulation Base Layer. �'S1�e 4J.'/'4z r�, Base insulation Size and Thickness: Atli ill 1/ 4 Base insulation F F9Ibtnerfifontig Material: 7r4 A19 " Top Insulation Layer: Top insulation Size and Thickness: Top insulation Fastener/Bonding Material: Rego e dr'f.4 f 1 //IWvp- Bass Sheet(s) & No. of Piy(s): Base She t F sten NBon ing Material: Ply Sheet(s) & No. of Pty(s):90/1N o» c/ �i Ply Shut Fa�>rener/Bing Material: l Surfacing: 444- Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @ Lap, if Rows " oc Perimeter: 4 " oc @Lap, #Rows y @ L " ac Comer: 4 " o Lap, # Rows ••__C oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminattan, 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 Type. Fastener Spacing or s R ff /NgJ'4, .4/ft /` � ' Adu) r S�fena t F/Z (� rut ,slw Jh� •r S r" " Gr 'ect ?€aai /4'/% /ilohPro/.0 W04/ Xah w AiTA 0//1/7/;;e0 it;4 FL-e ea sr�r GsK N it Top Ply: i /i✓QYo f .3 UJ'� ' e .- • • • • • • • • . • • • • • 'i�t, t ••• •.• •• • • • •• Top Ply'IF im FLORIDA BUILDING CODE — BUILDING ••. ••• ••• • • • • • • • o • • • • • • • • • • •• •• •• • • • • • • • • • • •. • • • • • ••• • •• • • • ••• • • •• • • • • • • • • • • ••• • • • • ••••• • • • • • • • •• •. • • 1100F p ZAIt4E pATA •.�4_ 1LIL'.J I'VE �� au _.. . ROOF D • NS 100-YEAR, 1 --HOUR RRECIRITAT1ON = .5 INOI4ES PER HOUR ROOF ARCA HORZONTAL PROJECTED ROOF AREA = 41 273 ;7:663 DESIGN BASED ON (1) ROOF DRAINS. (24. DIVIDE BY (j_ )DRAINS T t3 S ;F•. HORIZONTAL PROJECTED ROOF AREA PER DRAIN ERE TABLE •t Q2 SIZE OF VERTICAL DOER .if INCH 'LEADER ALLOWS 6 q,2Q S.F. HORIZONTAL PROJECTED ROOF AREA... PER F: Pc SECTION 161b 3SIZING OF SECONDABY DRAINS: :i. REQUIRED AREA OF OVERFLOW ' SCUPPERS (1®.) sq. " Provided (-.1 ) 1X 7 fr R:...:hlOda & SECOND CODE. 2007.,1: rife: N®,er/r fleet 149 sl' 15-3 fir /o / sr /10.toft rlo€ ROOF DRAINsAGEDiATA •• •••• : • • . •• • • . •• • • • • • • • •• • ••• ••• ••• • • • •• • • ••• ••• ••• ••• • • • • • • • • • • • • • • • • •• • • • • • •• •• •• • • ••• • • .• ••• •`• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • •• •• • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES ,f! °N mtSoyeirEE Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Penn ft Applies norm. Section C (Low $Iop; a ppligattion) Surfacing: 1// FM in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer. Product Approval No.: (71-‘ Design Wind Pressures, From1RAS 128 or Calculations: Pmaxt: 5Z Pmax2: X313 Pmax3: 131 r Max. Design Pressure, from ihhe specific Product Approval system: Deck: Type: Gauge/Thickness: er.1 Slope: /1/A / � -- Anchor/Base Sheet & No. of Ply(s): 1 Anchor/Base Sheet Fastener/Bonding Material: insulation Base Layer Base insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top insulation Layer. Axf. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment Field: "" oc % Lap, ti Rows vZ @ _4_» oc Perimeter. " oc © Lap, # Rows , , G " oc Comer. G " oc @ Lap, # Rows �✓ » oc Number of Fasteners/Per insulation Board: Field erimeter Comer 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 Type. Fastener Spacing or Submjt }<I..YT//1/ f/,/stiYh e a) .-(2.414"f- 1.n o rytd SY�i�iy9 2KVPr%/ '.,e3- cda/f l/eou) /!r �o /C N Base Sheet(s) & No. of Ply(s): f%, r /At .4 h5o �e/heeta ten ring M,atertal: /lt S d 7! /"' f�// "oi . I,%moo4inoDrt Ply Sheets) & No. of Ply(s): %.- y�r1 /L/ Oii�o /�[ d Ply Shae 1 teaer nd r g tyatefi.e: Top Ply: 1W/ twat' /J d r. % E Top Ply Faste r nd10M/a,teal: 1 FLORIDA BUILDING CODE — BUILDING 1 • • • •• • ••• • • : :RpoF P.261166a...U404-22.11014gahlalit004##01.W._ CODE gOO/LUrlEi. C • F .TES FO " i y & SECOND RC) - D NS 100-YEAR, 1-HOUR PRECIPITATION = .5 !NOME PER HOUR RoOF AREA • HORZONTAL PROJECTED ROOF AREA - 511 4%232- :7-72'5 DESIGN BASED ON ROOF. DRAINS. •. 521 DIVIDE BY (Z )DRAINS -- AREA PER DRAIN S.F. HORIZONTAL PROJECTED ROOF • FBRC TABLE 1106.2 SIZE OF VERT1cAL LPAER rr • INCH LEADER ALLOWSNg0. S.F. HORIZONTAL PROJECTED ROOF AREA. PER FRC SECTION 161 3S1ZING OF SECO D '.4.,•REQuiRED ARE, OF OVERFLOW SCUPPERS (20 ) sq." .• Provided (2 ) 1174 11)4- _ . A4/A) itekA)51e 44‘1- /14- 149,-// !Ws -ROOF DRAINAGE !DATA • • •• Os. • • • •• * s • • OOOOOO • • • OOO • • OO•O ••• • • • • ••• •• • • • •• •• • • • • • 1.. • • • • • • • • • • • • • • • • • • • • • • • • • • • •., • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• * • • • • • • •oft • • • OOO • • • • • • • • • • • • • • • • • • • • •44: • • • • • • • • • 0• •• • • • • vwuur5 NOptication Form HIGH VELOCITY HURRICANE ZONES REQUIRESECTION 1524 D OWNERS NOTIFICATION FOR ROOFING CONSID ERATIONS 1524.1 As it pertains t� this section, it is the responsibility of the roofing contractor to provide the owner with required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of e the Florida Building Code, Building p g govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item las been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Zone) are for the Chapter 15 (High Velocity Hurricane purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Reuniting Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ig 4'1 Common Roofs: Common roofs are those which have no visible units (i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, th roofing contractor and/or neighboring owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural. appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural) distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Tria 7. Ventihon: Most roof structures should have some ability to vent natural airflow through the interior of the structural asseml , (the building itself). The existing amount of atgc.ventilation shall not be reduced. It may be benefie i to consider additional venting which call resilt'bt ekteri g the service life of'the roof. 000000 • • •• •• •' • •• ..• ••• • Owner's/Agent's Signature: Contractor's Signature:• Property Address: 1 I v fr i3O .-W • • .Date: . • : ; • . lit 1�Y **rid pmber:. /113 1,F-1 • ••• • • • • • ••• • • • • • • • • • • • • • file:/// CyDocumeab% 20aad% 2QSatingstsky /Desktop✓sECT[ON_1524[ I j.htm9/27% Q07.S:46:e6 •AM • e • 6 • •' • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. i. 1 .3 24%1, D ( 7 1 1.Z 0 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. 1111111111111111111111 11111111111111111111111 CFN 2011R0286190 ()R. Bk C276i' is 48%6; (.ips) RECOR:cEC' 05/03/2011 09:51:46 HARVEY RLIVINI CCLER'K. OF COURT MIAMI - CDADE COUNTY! FLORIDA LAST PAGE Space above reserved for use of recording office 'ter 1. Legal description of property and street/address: �� ICI S , 2. Description of improvement: 3. Owner(s) name and address: hYlid'!' ( 4') 6573 Ur (D 1 S--i I14 t'.i' o1d. Slums Interest in property: ?j(11A)er Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: t,)DU.( /1-0 (AA i 5 LAG e 7 st tu .0 jien tz .J . 3 i f e 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owne$181 p yy gttg llt {btJtifielf cis may be ...lull-144k vided by Section 713.13(1)(a)7., Florida Statutes, 1 HEREBY CERTIFY Ott Olio Is ei tr ?.a r 1`+� y " ' ; Name, address and phone number orrd�+r&t fed This A -- -• -` ' "� �1- ' t F• imftere, = th nor's,No ' tiP P 4d r =ction iVI1+i, Ct.cE . L ' :. e ,....rA (-..-. L D.C. 8. In addition to himself, Owners designates the following 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: - (the expiration date is 1 year from the date of recording unless a different data is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director /Partner /Manager Prepared By _ _ Prepared By ' .. S A t.710i`4 tt(t.t :- Print Name - / %' Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE ) The forego' g inatrumen was acknowledged before me this r3 day of +rt l.- By -1-611 Title /Office rdividually, or ❑ as for •. • • ersonally known, or l produced the following type of ident�cati : • _ Signature of Notary Public: • • • c • Print Name: (SEAL) 'WA tt A. • • .00 • • . 1-11i4gi;"- .• ••• 00 �� • Lt1..'V 1•1.3:.'lJi�''t'yc� •l � a� __ Cai1 #t3Df6'is STA'fAiTES • •' �It � VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA • Pi'i 02 teal Under penalties of perjury, 1 declare that I have read the foregtnng ltd • • • • ' t ,I7WU* �> ' vterars— h-' 1 i n><ctll�L�,v that the facts stated in it are true, to the best of my knowledge andt• bglief. • • • •; ' • j�e K •. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: By •• • 123.01.52 PAGE 3 3/10 B.v.• • • • • • • • • •• •• • • • • • •• ••• • • • • • ... • • • • • • • • • • • • • • .• •• • •• • • Waitod 41%4144 Valle 514 Defuntaiest 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: P)ruCt Date: Property Address: Roofing Permit Number: Dear Building Official: bru,e +ex) 6-63 tJE )CCSk' rte. r sbores, e. 33138 certify that I am not required to retrofit the roof to wall co iections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) tr-c_<._,_—___ (--s,_ 6,.6-"-- 13( Lie e, 14-4 e n Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposeS•angssys th tliglst1e is the contractor for the above • •• •• • • s • :•• • • property mentioned. •.• ••: ••: • • ' •• Sworn to and subscribed before me this 13 day.of a 1`b 2D /( • • • • • • • • • • • bra D. Hart Notary Public, Sate of Florida at Large , '••• • ••• • •••"' �,. o ... .. :4, , PLANYrCRO EiL. t ' 4). hen the just valuation gt.Jhe structure for purpose Wad valorem taxation is eigitil try or more'th$n S3 Yo. i' .o.aa and the building was not constructed with -,fii: or a 1994 SFBC. Then you rnust.provide a building application from a General c ortjra;to4%i the•%2oo :04411 connection Hurricane Mitigation. • •• •• ••• ••• • • ••• • Miami -Dade My Hr,me My Home iami • ado. _• o Show Me: Property Information Search By: Select Item . rl 11 Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison la Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 -017 -1120 Property: 553 NE 101 ST Mailing BRUCE ATEN &W LIDUVINA Address: $142,234 :",. 553 NE 101 ST MIAMI $276,612 SHORES FL Living Unit 33138 -2450 Property Information: Primary Zone: 2010 1200 SINGLE FAMILY RESIDENCE CLUC: $134,378 0001 RESIDENTIAL - ANGLE FAMILY Beds/Baths: $142,234 :",. Floors: $276,612 1 Living Unit \ 1 Ad] Sq Footge: '190 Lot Size: C •_. SC( FT Year Built: $50,000/ $84,045 1925 $25,000/ $112,664 $25,000/ $109,045 MIAMI SHORES SEC 4 AMD PB 15-14 E1/2 LOT Legal 18 &ALLLOT19BLK94 Description: LOT SIZE 75.000 X 115 OR 15595-0370 0792 1 OR 15595- 0370 0792 CO Assessment Information: Year: 2010 2009 Land Value: $134,378 $147,108 Building Value: $142,234 $151,707 Market Value: $276,612 $298,815 Assessed Value: $137,664 $134,045 Exemption Information: Year: 2010 2009 Homestead: $25,000 525,000 nd Homestead YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $87,664 $50,000/ $84,045 County: $50,000/ $87,664 $50,000/ $84,045 City: $50,000/ $87,664 $50,000/ $84,045 School Board: $25,000/ $112,664 $25,000/ $109,045 Sale Information: (C +b r1Mn• +"fp y,LI7ll owl -_ ACTIVE TOOL: SELECT It 4 Q a ri IR 19 Aerial Photography - 2009 0 112 ft My Home 1 Property Information 1 Property Taxes /My Neidhborhood 1 Property Appraiser Home 1 Usina Our Site 1 phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. •• ••• • • • • • •• • • • • • • • •• •• ••s • •• �•• •• ••• ••• ••• • • • •• • • ••• ••• • •• ••• • • • • • • • • ••• • • • •� • i • • •• •• ••• ••• ••• • • ••• • • • • • • • • • . • • • •• •• http://gisims2.miamidade.gov/myhome/propmap.gol • • • • ••• • • • • • ••• • • • • •• • • • • • • • • • • •• •• • • Page 1 of 2 MIAMIDADE Legend Property Boundary Property Selected .14F Street Highway h Miami -Dade ''`? County Water WE 3/29/2011 • • • ••• • • •�• • • • • • • • • • • • ••• • • • • • ••• •• • • ••' ••• •• •• Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE RE- QUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof TestinglCalculation Documentation •• ••• • • '. • o ••• • • • ` ••• •••• •.• • • •• • • ••• ••• •• • •• • • • ; • • • • • '• • • • • • • ' • •• �••' ••• • • • • • • • • ••• • • •�• • • • • • • • • • • • ••• • • • • • ••• •• • • ••' ••• •• •• "min BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 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 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 the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL 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 reciues$,of the Building Official. This NOA renews and revises NOA No. 03- 0501;05 and toalst9 opts rthroygh 19. The submitted documentation was reviewed by Jo1ge L../Icebe. • • • • • • • MlAMI.DADE COUNTY APPROVED •.• ••• • • • • . • • • �. °• • • • • • • NOA No.: 07- 1219.09 • • • :: Expiration Date: 11/04/13 • • • • • • • • • • • Approval Date: 03/20/08 Page 1 of 19 • • •�� • • • • • 0 • • • • : • • O ••• • • • ..••• • •• •: •• • ••• • • APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 19 /32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only -S, plastic plate only (Table 3) Density /fta P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum l" thick N/A • N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum %a" thick EnergyGuardTM Perlite Minimum 3/" thick N/A N/A N/A N/A Fiberglas (Min. 13/16" thick) N/A N/A Note: M1 insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass -Based (optional) Underlayment or Securockm. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® El minatoftM • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeIdTM Smooth or RUBERO1D® Heat- WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. • • (Maximum Design Pressure d p$fiSee celittV4 Limitation #7) •• .• ••• • . • ... . • • . • • • • ••• •�. • • ••• :•. ••• NOANo.: 07- 1219.09 • • • • • . • • •Expiration Date: 11/04/13 • • • • • • • • • • • • • • Approval Date: 03/20/08 • • • Page 8 of 19 • • • • • • • • • • • •••• • • • • ••• •; Fastening Options: GAFGLAS® PIy 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) .GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Map Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows • staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shanknails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. {Maximum Design Pressure —75 psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS® 1175, GAFGLAS® #80 ULTIMATM Base.Sheet, GAFGLAS® STRATAVENT'o EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat We1dm directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PlyT"i 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Base Sheet: Ply Sheet: M •DADECOUNTY APPROVED •• ••• • • OOOOOO •• •. • •t • • •S • • • • • • • • • • • • NOA No.: 07- 1219.09 • • • • • • • • • • • • .. Expiration Date: 11/04/13 • , • • • • • • • • • • �. • • • • • • •. • • Approval Date: 03/20/08 • • • ••• • • •.• • • • • • • • • if: • • ••• • • • ••••. • •.• .:.:' '• •• • Page 9 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT'4 EliminatorTM Nailable, RUBERO1D® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) IAMt.DADE OLIN APPROVED GAFGLAS rD Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeeTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 13/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design .Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and.3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in twv ions 9" in the Add.. (Maximum Design Prrsirure.--V(LP3f,S'ae Ehper!?L Limitation #7) ..• ••• ••t • • • • • • • • • • • .. • • • • • ' o Expiration Date: 11/04/13 • • • • • • : . • • Approval • Date: 03i20 /08 • Page 17 of 19 • NOA No.: 07- 1219.09 • • • ••• • • • •• • • • • • • • • • • ••• • • • • GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill- Tee''u steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. Ono row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS° EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibs.sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomerie Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's spec cations and applicable Building Codes. Maximum Design Pressure: See Fastening Above MIAMI.DAD _ LINTY APPROVED • ••••••• . •a••••• ,• • •• •• •••i • • ••: • •• •• • ••• •• • • • •• NOA No.: 07- 1219.09 ••. ... ••• ••• t•• •• •Q Expiration Date: 11/04/13 • •; • • • • • Approval Date: 03/20/08 •• •• ••• •.• ••� • Page 18of 19 • • • • • •0• • • • • • • • � • • ••• • • • • • • • • • • •• •• • •• •� ••• ••• • • ••• • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''4" Dens DeckTM or '12" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this . limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in aceordace with the Florida Building Code and Rule 9B -72 of the Florida Administrative 'Code : • • • • • END OF TIES. A4ddkTiW • • • NOA No.: 07- 1219.09 ••• • • • • • • • • :: Expiration Date: 11/04113 : o • • • • : :: Approval Date: 03/20/08 :• :• .. ••• • Page 19of 19 ••• • • •• ••• • • • ••: • • • • • • • • • •• •• • •• •• • • • ••• • • 2607 ROOFING MATERIALS AND SYSTEMS DIRECTORY 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) - Continued ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Coat "A -38 Series ", 0.75 gal /sq. "GAFTEMP Permalite Recover Board" may be used in lieu of any; Second Base Coat: "A -38 Series ", 0.75 gal /sq. insulation in any of the following NC Classifications. Wear Coat "•A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems .wi sq. Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 : Surfacing: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modifiedbf 46 sq. k: NC Incline: 3/4 membranes. Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb/ft 3) "Ruberoid Heat Weld" SBS roofing membrane may be used in Surfacing: Spray application of 28 to 34 -mils 1J- 8730" (aluminum) "Ruberoid Mop" SBS products in any applicable Classification. 47 Deck: NC Incline: 1/2 Class A Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb/ft.' ]. Deck: C 15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, Surfacing: Spray application of 28 to 34 -mils "1J- 8782" (ivory) fiber, isocyanurate, urethane, perlite /isocyanurate composite, pi GAF MATERIALS CORP R1306 urethane composite, wood fiber /isocyanurate composite, phenolic,. 1361 ALPS RD, WAYNE NJ 07470 thickness. "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an Ply Sheet Three or more layers Type Gl "GAFGLAS Ply 4 alternate to Type G2 base sheets in any of the following Classifications. "GAFGLAS Ply 6", hot mopped. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Surfacing: Gravel. DensDeck® may be used in any existing noncombustible deck Classification. 2. Deck: C -15/32 Incline: 2 When this is done, the resulting roofing system is acceptable for use over Insulation (Optional): 'One or more layers perlite, wood fiber, gta combustible (15/32 in. min) roof decks. The joints in the gypsum board and fiber, isocyanurate, urethane, perlite /isocyanurate composite, perii overlayment board are offset 6 in. with the joints in the deck. If polystyrene is urethane composite, wood fiber /isocyanurate composite, phenolic, a part of the roof system, it must be placed below the overlayment board. thickness._ Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to C -P Ply Sheet: , Three or more layers Type G1 "GAFGLAS Ply 4" Gypsum DensDeck® in hot asphalt. "GAFGLAS Ply 6 ". EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced C applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". tally attached or hot mopped over noncombustible decks and as a recover over 3. Deck: NC Incline: 2 existing roof systems. Insulation (Optional): One or more layers perlite, wood fiber, gl. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER- fiber, isocyanurate, urethane, perlite /isocyanurate composite, peril. GUARD" insulation in any of the following systems. urethane composite, wood fiber /isocyanurate composite, phenolic, 2 Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GI rene reference in any of the following Classficatons include "ENERGuard EPS GLAS Ply 6 ". Insulation ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced C References to glass fiber insulation include "EnergyGuard Fiberglass Mu- Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". lation". 4. Deck: NC Incline: 1/2 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or Insulation: One or two layers "Isotherm R ", 4 in. max, hot moppet "GAFGLAS #80 ULTTMA" ) is a suitable alternate for Type Gl asphalt glass Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fil fibei ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) m the Class A, B or mat system. C roof systems indicated below. 5. Deck: C -15/32 Incline:1 The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet (Optional): Red rosin paper, nailed to deck. sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be nailed). mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4" or GAFGL As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Ply 6 ". Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced C Sheet (Nailable)" may be substituted for GI asphalt &lass fiber ply sheet Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. 6. Deck: NC Incline: 3 Bottom ply or base sheet may be solid mopped, spot mopped or mechani- Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". tally fastened. m Ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or "GF Unless otherwise indicated, all insulations may be hot mopped or mechani- GLAS Ply 6 ". tally fastened. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced C "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Class A, B or C systems listed below. • 7. Deck: C -15/32 Incline: 2 ' When "perlite" is referenced, this includes "GAFTEMP PERMALITEO" or Insulation: One or more layers perlite, glass fiber, isocyanurate, u any other UL Classified perlite insulation. thane, perlite /isocyanurate composite, perlite /urethane composite, pl Crushed stone or slag are suitable alternates for gravel in any of the Class A, Hoist, 1.0 in. min (offset from plywood joints 6 in.). B or C system listed. Base Sheet: One or more layers Type Gl, G2 of G3. Structural cement fiber building units are considered suitable to be included Membrane: One or more layers "Ruberoid Torch" (Smooth or Granul as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems • • "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granu does not adversely effect the rating. The use of 1 /2 in. min gypsum board 45•at • • • • or ei%id Mop Plus" (granule). acceptable alternate for insulation over C -15/32 decks. • • • • • • casts •Sgeets Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" The use of polystyrene insulation board between min 3/4 in. pperlite boa'ti3 • : i ItEntrgirlrhitineral Surfaced Cap Sheet ", hot mopped. and deck with rosin paper (perlite /rosin paper /polystyrene /peat) as•& 98. beck: C-15/32 Incline: 2 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, gl: systems. fiber, isocyanurate urethane, perlite /isocyanurate composite, perlit "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and " i sins- • ',lethal, cdm s wood fiber/isocyanurate composite, phenolic, a EnergyGuard RA" may be substituted for any Atlas polyisocyanU�i'Ee m•ula- • • • �° �'Y P P tion in any of the following Classifications. • • • • • •• •tl'fckyess.• • • • Trumbull "Perms Mop" may be utilized with any of the followinl;Asphalt • •Bdse Shgej -,• 'I•wa or more layers Type G2 or G3. . Felt Systems with Hot Roofing Asphalt ". • • • • Ply Sheet (Optional): One or more layers Type Gl. GAFGL,F),#l,Premium Base Sheet may be used in any of the following Membrane: One or more layers "Ruberoid Torch" (§Smooth or Granul systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 61•• • e • PR a obi {Tdr /4pplPlus" (granule)Ruberoid Mop" (Smooth or Granu LOOK FOR 111E VIj, Ri(JN L$ Cf • ••• • • • 2007' ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) - Continued Cap Sheet Type G3 "GAFGLAS Mineral - Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood ' fiber, mechanically fastened, any thickness. Base Sheet: One or more layers Type G2, "GAFGLASS #75 Base Sheet ". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Surfacing: "Fireshield MB ", 2.5 - 3.0 gal. /sq. Class B Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS } Class A . Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". • • ••• • Surfacing: Grundy Industries "al MB Aluminum Roof Coating" :it • 1 -1 /2 gal /sq. • • • • Deck: NC Incline: 1 • • ••• • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composit% phenolic, any thickness • • • Ply Sheet Three or more layers Type G1 " GAFGLASS Ply. 4" or • "GAFGLAS Ply 6 ". • • • • • Surfacing. "Weather Coat Emulsion" at 3 gal /sq. {ss'. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mogpnl: • • Ply Sheet Any UL Classified gravel surfaced Class A asphalt••glas: fiber • mat system. • • • • I. Deck: NC Incline: 2 • • • • • • ROOF COVERING MATERIALS (TEVT) >w,.9. - 193 Roofing Systems (TGFU) - Continued Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet: One or more plies Type G1 or type G2, hot mopped in place. Coating. "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet One or more plies Type G1 or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modi- fied Bitumen flashing Cement ". Coating: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: l Base Sheet One or more plies Type G2, mechanically fastened. Ply Sheet: Three or more plies Type Gl, hot mopped, in place. Coatings: "Fibered Aluminum Roof Coating", 1-1/2 gal /sq. 8. Deck: NC Incline: 1/2 Base Sheet: Any UL Classified Type G1 or Type G2 base sheet, mechanically fastened. Base Sheet: Any UL Classified Type G1 or Type G2 base sheet, max. ,2 plies, fully adhered with "Matrix Standard Cold Lap Adhesive 1034'72 gal. /sq. Surfacing: "Matrix 322 White Elastomeric Roof Coating ", 2 gal. /sq. 9. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 6 ", hot mopped. Surfacing: "Fireshield MB ", 1.5 - 2.0 gal. /sq. Class B 1. Deleted 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating", 1-1 /2 gal /sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlitew.00l fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate'coinposite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C •1. ,Deck: c -15/•3 Incline: Unlimited • • •Insulatiow (Optional): One or more layers perli(e, wood fiber or glass ifibor. $ in! Pax. • • •Pl egg,, 'Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing. Grundy Industries "al MB Aluminum Roof Coating" at • 1 -1/2 gel /sq $r "Weather Coat Emulsion" at 3 gal/sq. • 2• Deck: E -16/32 • Incline: 2 •Inrbulttttyi Oppional): One or more layers perlite, wood fiber, glass • •••fiber, .isoo:yalkeite, urethane, perlite / isocyanurate- composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. • • • etlg S•heet Three or more layers Type Gl `GAFGLA,G' • • ' AFGLAS•1'ly 6 ". • • • • 4urfa:ing::•.Grundy Industries "al MB Aluminum Roo ••• •$-i/2 gW . LOOK FOR THE UL MARKCON PRODUCT Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: N'QJt Notice of Acceptance Number: 0 — o1L i , 0/ Minimum Design Wi d Pressures, If A placable (From Pmaxl: Pmax2: f, RAS Pmax3: 12' C Icuiations): ol%rt _ Maximum Design Pressure (From the NOA Specific System): 30. 7 Method of Tile Attachment: 1 . / ~ Roof Slope: :12 eck Type: I 'J Sloped System Description Wali fib /� /4- ype Underlayment: I. /ir Asti-4 .?j 2 a nsulation: I Fire Barrier: I Ridge Ve lation? f/�- Mean Roof Height: /6 Fastener Type & Spacing: dhesive Type: I ' /r Ott L t1 ype Cap Sheet: i7zi9 oofing Covering: •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• •• • • • • • • • • ••• • Type & Size Drip dge: 12G 14 (JJS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M,. If the Mt values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (Pi: 40 x l , )33 = f o,sa ) - Mg: S,13 = Mr1 (P3. 'Y x 2 , 2') 3 ) - Mg: = Mt3 NOA Mr NOA Mr NOA M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr 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 27.1 28.2 30.0 *Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift-based tile systems use Method 3. Compared the values for F' with the values for Fr If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P1: = xw:= _)- W:_xcos 0: =F„: (P2:_ xI: _= xw:= )- W:_xcos 0: =F ,2: (P3 :_ xI: _ =_xw:= )- W:xcos 0: =Ft3: NOA F' NOA F' NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mp NOA Attachment Resistance Mr NOA Required Moment Resistance M • obicel : .. Minimum Attachment Resistance F' • _ /Not • • • • • • • • Required Uplift Resistance F, • • • Calcul9tbd • • • • • Average Tile Weight W NOA Tile Dimensions I = ie'ath• • • NOA • • • • w = width • • • • • • • • • All calculations must be submitted to the BUildiig Offieiahatthe time d porn t application. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • e • ••• • • MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 Miami -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 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: Spanish 'S' Nuevo Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #09- 0331.10 and co asi'sts o &p$ges 1. tl o$gt 6, • • The submitted documentation was revT ed +1:11, 'i erL • •• ••• •• ••• ••• • • • • • •••• •• • • •••• • • • • •• • • • •• •• •• • • • • • • •• • ••• • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • •• •• NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofing Tiles Concrete 1. SCOPE This approves a system using Monier Lifetile Spanish `5' Nuevo Concrete Roof Tile, as manufactured by Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant, Dimensions Specifications Monier Lifetile 1= 17" TAS 112 Spanish 'S' Tile w = 9 -3/4" min. .63" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MAM4DADE C APPROVED TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94 -084 : 94;084 • • "257183'4 Product Description High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with three nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) ▪ Static Uplift Testing • •VA 101 (Adhesive Set) " Static Uplift Testing PA 102 (2 Quik -Drive Screws, Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 • • • • • • • • Direct Deck) • • • • • • • • • • • • •••• • :. :. • • • • • • ' • NOA • No.: 10- 0701.01 • " • "' Expiration Date: 05 /20/14 Approval Date: 09/29/10 • •. • • • • . • • Page 2 of 6 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Calculations 3. LIMITATIONS Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment Due to Gravity Two Patty Adhesive Set System Date March, 1995 Aug. 1994 Oct. 1994 Feb 2009 Dec. 1998 March 1999 Jan 2009 February 1996 April 1996 December 1996 March 1995 Jan 2009 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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. 3.7 Maybe installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanisll•S' Ni .vb Coutwt4 I oc1rTile and its components shall be installed in strict compliance w itfi.Roofig. p1catiOn. ttarda rd RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • : • • • MANMADE OUNTY APPROVED •. • • • • • • • • • o . • • . .••• • •••• • • • • •• • • • • • • •• • • • •• •• • • • • • • • • •• • ••• • ••• • • • • . • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ..• • • • ••• • NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (1 x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Spanish 'S' Nuevo Tile 8.95 1.417 0.8125 Table 2: Aerodynamic Multi . Hers - X (ft3) Tile X (ft3) X (ft 3) Profile Batten Application Direct Deck Application Monier Lifetile Spanish 'S' Nuevo Tile 0.215 0.233 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Nail -On Systems Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Spanish Nuevo Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.36 6.00 5.30 5.93 5.21 5.83 5.09 5.70 4.96 5.56 4.82 5.39 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. 19132" plywood) Battens Monier Lifetile Spanish 'S' Nuevo Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 •• ••• • • • • • •• • 2 -10d Ring Shank Nails: .': :: 43.1. 48.1 45.2 1 Installation with a 4" tile headlap anti fastranel.are•locstte'd a ruin. of 2%2" from head of tile. MIAMI•DADE COUNTY APPROVED •...•. • • • • • . • • • • • • • • • • •••• •• • • • •s • • • •• • • •• •. • • • • • • • • • •. • .•. • ••• • • • • ... • • • • • • • • • • • • • • ••• • • • 0 • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Nuevo Tile Adhesive 29.34 2 See manufactures com•onent a• 'royal for installation re•uirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Pol oam Product, Inc. Average weight •er •a 8 •rams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetlle Spanish 'S' Nuevo Tile Polyfoam PoIyProM 66.5' Polyfoam PolyProTTM 38.74 4 Large paddy placement of 63grams of PolyPromi. 4 Medium paddy placement of 24grams of PolyProM . Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Spanish 'S' Nuevo Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIF'lTILE LLC, SPANISH `S' NUEVO TILE (LAKE WALES, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for builiting4erinii shill be accom•panied by copies of the following: 6.1.1 This NotiL'e of A4c $nge. :: : 6.1.2 Any other decumenfs ikitii>sed the•$uilding Official or applicable building code in order to properly evaluate t1e installation of this system. ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 5 of 6 PROFILE DRAWINGS 9-3/4" MONIER LIFETILE SPANISH `S' NUEVO CONCRETE ROOF TILE END OF THIS ACCEPTANCE ..... • • • • • •. • • • • • • • • • •• ••• •• • • • •• •• • • • • • • • • • •••• • • •• • • •••• • • •• to • • •• • • • •• • • •• •• • • • • • • • . •. • ••• • ... • • • • • • • • • • • • • ••• • • r • • • • •• •• • • ••• • • • • • • • • • • • • •• •• NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 6 of 6 MIAMI•DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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.miamidademov/buildiord 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: Polypro® AH160 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 oceur 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 ,sift at the request of the Building Official. • • • • • • • • • • This renews NOA# 06- 0201.02 and conSjsts 0f p t s @Oath 71.4, The submitted documentation was reviLi'ed'15 - Afek Tfgerft. ' • • MIAMI. ' o E COUNTY APPROVED •.• • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • • •• • • • •• • • • • •• • ••• • • • • • • • • .• •• • • • • .•. • • • ••• • • • • • • • • • • .•• • • • • • • • •�• • • • • ••• •• •• NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyproo A11160 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 Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® 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 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./FtZ 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 uLdthotirjildpreq,ultertjetkormal manufacturing variation. • • • • • • •• ••• •• • • • •• MIAMFDADE COUNTY APPROVED •• • ••• • • • • • • • • • • • . • • • • • • • • • • • • • • • • •• • • • •• • • •• •• • • • • • • • • • • •• • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort 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 25-74384 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 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly 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. MIAMI DADECOUNTY APPROVED ( -kt•') w. MS • • • • . •• • • • •• • • • •• • ••• •.• • • • • • • •••• ••• • • • .•• • • • • • • • • .• • • • • • •• • • • •• •• • • • • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • •• • • • • • • • •• •• • • • •. •• ••• • • • ••• • • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 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 the 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 ■ AH160 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 fist 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. Polypro© AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® 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 Polypro® AH160 has been dispensed. 9. Polyprog AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All PoiyproR AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or ap hcablo buirditgco$e in order to properly evaluate the installation of this s y s t e m . • • • • • • O • • • • •• ••• •• • • • •• IOADE CQU APPROVED ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag through ptaetie cement Paddy (Bwnes%TM) Undedaymard 10 In. EarnCaM Ern Clam Fascia Envo GOWN ay: Keep adheeivaspew, 41n. up from weepholea Nall through plastic cement Underlay: not Paddy (Beneath Tilt) Nall through plastic cement Underlayment Paddy (BeneathTile) 10 in Y In EavaCoarse Rave ccurseonly: Keep adhesive approx. 4 ln. up from weepholes Facia Weephsk Rave closure Drip edge 1) Place enough adhesive to achieve 17 to 23 square Inches In contact with the pea the Tom covers in.. Fromole Place adhesive Ul0. Then install the tie. Undarlayment Optional 2a 4'a for steep pitch applications Nall through plat a cwaant 10 in. EanCacas Weems Keep adhesive approx. 41n. up fromwsepholes • MIAMFDADE COUNTY APPROVED Fascia Ewe Clem Rem toppodion ottheowe tours, cover Ile. Abut to second couraa of pan tees. Ensues eave end of pansnd cover tiles ve flush at .ava Una. Fayectosure Weephole Fascia (mortar shown) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• ••• • • • • • • • • • e • • • • • • • • • • • • • • • • •• • • • •• • • •• •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Sheathing Patti* WWI, on longnadhwl adg»oMMla NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Fascia Mopeds Eavo closure Ddpedga Nall through plastic cement MIAMIOADE CO NTY APPROVED • •• ••• • • • • • •• ••• • • • • • • •• ••• 00 • • • •• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• •• • • 0 • • • • • •• • ••• • ••. • • • • ••• • • • • .. • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of