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RF-06-2940RE -ROOF REAR GARAGE SLOPED AND FLAT ROOF AND HOLE ROOF COLOR THRU TILE CEMENT WiA 0 6 2007 IV) Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/06/2007 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JOHN BUSTA ROOFING INC Building Department Comments Monday, March 5, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050120100 Lot: Phone: (305)757 -7620 Page 2 of 2 Inspection Date: 12/13/2006 Inspector: Inspector, Default Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JOHN BUSTA ROOFING INC Building Department Comments Tuesday, December 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OEC 14 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050120100 Lot: Phone: (305)757 -7620 Page 2 of 2 II Passed '' � Inspector Comments clAfra6 G Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/13/2006 Inspector: Inspector, Default Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JOHN BUSTA ROOFING INC Building Department Comments Tuesday, December 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OEC 14 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050120100 Lot: Phone: (305)757 -7620 Page 2 of 2 Inspection Date: 12/13/2006 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Building Department Comments Tuesday, December 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NC 1 4 XS Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050120100 Lot: Phone: (305)757 -7620 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False I 1 y Inspector Comments Passed ` � 4, 5/6,,,,,, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/13/2006 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Building Department Comments Tuesday, December 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NC 1 4 XS Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050120100 Lot: Phone: (305)757 -7620 Page 2 of 2 Issue Date: 12/12/2006 Owner's Name: MICHAEL AND ALICIA MANGHAM Permit Type: Roof Work Classification: Roof - New Job Address: 1065 94 Street NE Contractor(s) JOHN BUSTA ROOFING INC Phone (305)757 -7620 Primary Contractor Yes Additional Information Miami Shores Village, FL Type of Work: New Roof Classification: Residential Additional Info: 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. Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $300.00 $15.00 $7.50 $335.30 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/10/2007 Invoice Number RF - 12 - 06 - 26993 Total: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -12 -06 -2940 Phone: Total Square Feet: Total Valuation: Re ' uired Ins ' ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Amt Due $335.30 1132050120100 Lot: PB: 2400 $ 16,000.00 Amt Paid 'flEC 12 PAID 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 4 c d t 8 affRatragellectrIgelleg4i1.414-414 1[0ffiritiOagf$XYAKE460§[kIE**C4tt RiiRARA110682t70(4Vg3q044 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 1211 �'�`' 101- YiT. PERMIT APPLICATION Fsc 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) M I e i1 A40) rn if 0.r(cQ,r Phone # Owner's Address /06S ME q4 ' 4 . 4 9" City P'1 I a vyl t e.s State f l Tenant/Lessee Name LIM Job Address (where the work is being done) 10 6 5 ME lei Sf City • Miami Shores Village Is Building Historically Designated YES NO �/ J 01A B (,t +ot Roof i /t- Phone# 3o5 959 -96ab -3 oo ME q/ Si City J5 ram i D ref State r� Zip 3 3/ 3 E Qualifier J � � � $ Contractor's Company Name Contractor's Address Statg Certificate or Registration No. - ®5 '®9 ' Architect/Engineer's Name (if applicable) $ Value of Work For this Perm >' Type B� T of Work: DAddition D�teration Describe Work: 4044, � 7/6S p /}J(I 4 * *** * * * * * * * **** * * * * * * *** * * ** F ees ** ** * * * * * * * * * * * * * * * * * * ** **** ** Submittal Fee $ Permit Fee $ 3°0 CCF $ ( CO 1 CO /CC Notary $ Training/Education Fee $ a . 20 Technology Fee $ 1 - SC 5— Scanning $ t Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ ° " (Continued on opposite side) Miami Shores Village Building Department County Mia myDade Zip 33/3? - 6994 1 /A- � Structural Plan Review. $ Permit No. Master Permit No. Mechanical zip 33ms `a9'fq Phone # A/A Certificate of Competency No. Phone # 4O - - g6sl iu l/7 Square Footage Of Work: 2Y NIEOMEVIM1 DEC 0 6 2006 " BY: gq-40 Demolition c/t/C Bonding Company's Name (if applicable) /4/ //, f Bonding Company's Address City ,f/ /,(S Mortgage Lender's Name (if applicable) x.// Mortgage Lender's Address City A State 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 NOTARY P IC: Sign: Print: My Commission Expires Owner or Agent The foregoing instrument was acknowledged before me this 3, day of&Z 200, by who is personally known to me or who has produced As identification and who did take an oath. 1‘2 ca Me i:15113103 * * * * * * * * * * * * * * ** * * * * * * * * * * ** APPLICATION APPROVED BY: State �/�A Zip id/ v /A /14 Zip //4 Contractor The foregoing instrument was acknowledged before me this.3R6 day of 8 , 2004 , by who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Engineer Zoning * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** ****•****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** iik 76Z CApAGE Section A (General inform do Master Permit No. Process No Contractor's Name WA/ &ZJ7 A Job Address /0 23_01 -48 5/03 PAGE 2 Florida Building Code Edition 2002 h V - Hurricane Zone Uniform Permit Application Form. ROOF CATEGORY ROOF SYSTEM INFORMATION /0r mum pert Rove =' -° .00 7Wt-' /. IECIEEVM Low Slope 0 Mechanically Fastened Tile B Mo Adhes a Se The D Asphaltic 0 Metal Pansl/Shingles 0 W Shingles Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof 1] Re- Roofing 0 Recovering 0 Repair 0 Maintenance Shingles/Shakes Are there Gas Vent Stacks? Yes ❑ No Cl Type: Natural ❑ LPGX ❑ • • . • . •. •. • •. • .. • Low Slope Roof Area (SF) Steep. Sloped Roof.Area (SF) Total (S E:: •' . 300 = 0 •::__• ..... ..•• • Section B ( R o l f : Plant • • • • • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, ovefflow . • scuppers and overflow drains. Include, dimensions of sections l and Cevelst, dearly . Identify dimensions of elevated pressure zones and location of parents • . l■ mmmmmm. mmnmmamomm ssammu m u mmE ma.. mmamm■ ■mltammammmemmeemmamemaaammmams ❑mmamla Immmm.m paama.meeeam ■a..aaat.a.a.aaa.a.m ram ..aaa..a.aaaa......a.miana.ax■ �mmms•� �a.e nma�mmomm am.mmmmmumm maammmummmmmeemmema ■mmm.mammmem.am■ Im m rr.U►ir.mma immgm- mmmm ■me mmmm■ m ■ma ■mmmmmmsmmmmmmmmmma mmmmmmammmammmm■ um.:mroem■ari::m In m■.■ mmmaC..ammCammummmmmmmm..m..mmm mmmmammmm. I•r111CCC•lACaCi�ommsrpmumpli aaC�a aa aaaaaCCCCCCCCaaaaCCC :CCC.CC.CaaCC:CaaCaa im mll m umemdnum mormommu imum irommommani mumminsmimiC� mmgmam I ;MAI.k77' .1 MLAMIf.R I 1. am■ aamamea ■maaa.aa.mememameeammeee Clem. eemamam• l CW EV mteg :: :�L1c::..!,.emmalu. A u.eem.mmu... mmmmmmmmmmmmmmm ■mmmammmm m U mmmmaCmmm mmam■ /m amlfmmamammmm mmmmmamaamammamamnpswommammmmem m.mmmmmmaemmmmmmmmmmem. ■a ■mm rfmumm.eemmr'lmmm■ ■. maammaaalmmmammmmmmmm�mmmmmmmm ■mmmmmmmmmmmmmmammmmma mm uia maammm m. m. mmrim.... U. mmam. Ir. r..... em■■■ a mmmmmmmmmmaemm.Camaammmmmmammm. mai .fmmmm.a ■mmmmmm mm'�."� �..m.mmmmammmmam a mm mmmm■ mmmmmmmmmmmmma■ ecule •usmem.ii�mmmmmmmr' e. mm. amamU! 1. mmmmmm mmmmmmmummmmm■mmmmmmmemmmmmmm■ ■ rimi i►..■e. firm.' a mammmum miim mmmmmuc amm. memmammmmmmam memmmmemmammm■mmmmmmmm■ mem mmea.m ■.■ me .- m.memea °'Gel em■■ m\\ mem■ Aem al ■ea.mmme..m.e.amem.aam.eaem.e ■. ■me. C iem. ■ee_m esiee.u..ua.aa a eaemi■m magma 4mmmmmi ew. mm memmeemeemeemeu.memememmUmmmmm. ■ m aee. m.mmm.e...mmmm /L- JUimmma•L"r.am . mar r' ll m.mamm.m.mmmmem.memmmmeemmmm ■a .■e.e.■a em.■■.. eGmmrlrle� .em..r..e'fT�MMOMm.mem ■...me....m...amemmmeam•UC•Umm. em eee .eee.m.eem..1am....:ra clm' mAem XM mml e■C.eeee■e.eemm.ememe.ee.e.e.e■ am. aa•CCCuni e uuiuui>CCum� ► CC CCC a ia . ACuCaaa C C � . Cr • .me' I CC. ' C,, C_ MC :::C:::em C e e: :: :C : ■a ■e.mmmemrhimr r7 11111111Mme ■mr■\■IQam /uCi.m.:ar nee .^....mmmemm..meememm.mmm. Cm■ ■e. C.Cm.C.a. �a . I . .. K Caammli ` mAnu C .ACCNmaim.C.C.CCCm.aa• C CC mmommuCU ■ameumm.0 atrslm_srail ■emPl•ee meta .emmm...ei.•..mmm.m.mmem..em.ae . ■.m ■.m sawmpI•I'epimm t1'1.9.s:1 mu i�iaamem .e m.mem..mmam�.memmmmamammm■ ■me■.eee inummea.m.7 I eau �emmmmaaaeer.. sewewmeme .mmee.me.m.em.mme ammmmmmael mmm.m..e.ommrr:p m.CCtg m ue.m. e --__.. mmmE_ m ' c_- ns.. meemeem.eme.mee. CC.mm.aaaaaee .�a�r.■ muemmm..aaa.n- ■ea/U'Ueemu� llmemm.ammmm.Ceeea C C.. C a C urrim ilIr= ..u Cmmaeu� C: .CC mmu m wsnaxmCt � ��ai m CCCa a C...0 .. mmmm aC..%a C ■eae.mmmeeeiiamemom e, MCCeme'II1Ui .' 1 %mmm�I.■ eaaeem ■e.eee.eeme emea.maam .mmm mummai Cam. lr orfuL� momm bass• mswiro mw!i r>fuu ■..e.0 eee.m..e a mum ■em. CCC C L e ' ..aaCC. e m e a r m ' .•e.e.a -m .u...i wammu u.G..Cu. aa amps mu �.e e emaa ae C . ■emcee a�a■ m r Iii-irnnur ■ mp I..amee ■emm m ■rmorm mummilm CCa.C. immimm aiaa mmplimm 1 o . Epw " li : a :C C CC m 'a Cs * C: milks is mo rmim mum films Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. 1 Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as' NA') System Manufacturer. 6 l EflQ22R4& NOA No.: (9- ° 50/. 02. Design Wind Pressures, From RAS 128 or Calculations: Pmax1 • `«9 Pmax2:1,. 6 / L/ 3 Max Design 5 PE 6C r�ssr, From the Specific NOA System: : Deck Type: Plait) - / Jb 1T 11 Gauge/Thidmess: 3 4 N � Slope: 7- c W c� s pa Anchor/Base Sheet & No. of PIy(s) # 7SBAS�c��4 /P o r/t�a heat F n nding Material: i 7J' , pie a y I /AJA :1 i . 7 4/ insulation Base Layer.6AF 7,) Base Insulation Size and Thidmess:1" t 9 g. Base Insulati Fesste ndi • -, 71 / gJ�� ne SS Pa Top Insulation Layer/Vi/ Top Insulation Size and Thickness/J/4 :V) S r Top Insulation FastenerBonding Material: IP V Base Sheet(s) & No. of Ply(s)4'7 M7Z viqivr j gE'�l 7S 6 A • Tiv Wel) 14171774 Deck: Mob i i Shea G � n .r .. 4,04 ptJ Ply Sheet(s).& No. of Piy(s) F &4S,4 )/ Top 1 40 A(8fl Ma ice T Prkstyr3r/ Bo •n • Matgrlal Surfadng: /✓�/ Section C Low Sloped Roof System) Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 ' oc @ Lap, # Rows @ oc Perimeter. ° oc @ Lap, # Rows @ ' oc Comer. V oc @ Lap, # Rows • • .. .. G/av= RaitEk. l/0 GAFGEA PLY NUAVPAED aiNfQ�j F 774 Pi ED POLY 'o cyAANdero7E Number of Fasteners Per Insulation Board Field /V /� Perimeter Comer X / 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 1'isight„1 Parapet (Height, Height of Base Flashing. ac 14gttrial, Material Thickness, Fage4e4 Type, Fastener Spadng or Submit Manutaplurers D@taIp that Comply with RAS 111 aAtj Mdtrter 18, , • • • • . . • • • • • • • • FT. • • . • Parapet Height /z Mean Roof Height • • • • 123_01 -48 5/03 PAGE 3 Roof Slope: :12 Florida Building Code. Edition 2002 High Velocity Hurricane Zone Uniform Pemdt Application Form. Section D (Steep Sloped Roof System) Roof•System Manufacturer'®/. Notice.of Acceptance Number 07 /2//. O Minimum Design Wind Pressures, If A pplicable (From RAS 127 or Calculations): P1: 4 / P2: 9 9 Li P3: _ 990 5 Maximum Design Pressure (From the NOA Specific System): 9. / Method of tile attachment: Pd14 "wff7' A// /(.9/ A /I /6'19 (/,d /4/ 9'rl Ridge Ventilation? A/ • . • .. .. • Steep Sloped Roof . System Descripti611::: Deck Type: nsulation: Fire Barry: Mean Roof Height: N/A astener Type & Spacing: dheslve Type: MI • .. . •. • • •••• ..•. . IV& VT •• •• • •. •. • ... • ype Underlayrnent . W30 Asrn/ 0 z 24 � . : : :• • • • P/ ,'A7 Ar77)7VPZZ ype Cap Sheet: .• • • • • • • . ••. • • . • ••• •• 9014 7/Zfr'el..4166-41/14g,tri oof Covering: R®�t/ /,5@. /Z/44 7U RATE ONI7E CO�ee7libe Type & Size Drip Edge: 1 3' / A • • 123_01 -48 5/03 PAGE 4 Where to Obtain Information Description Symbol Where to find Design Pie P1 or P2 or P3 _ RAS 127 Table 1 or byanengiaeel ng analysis prepared by PE based onASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity MR NOA Attachment Resistance Mr NOA Required Moment Resist MM Calculated IVY Ate F' — NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I= length w= width ' NOA All calculations must be submitted to the Building Official at the time ofpennitapplication. M Required Moment Resistance* Mean Roof Height 15' 15' 20' 20' 25' 25' 30' 30' 40' 40' — Roof Slope Roof Slope 2:2 34.E 36.5 38.2 39.7 42.2 312 32.2 34.4 36.0 37.4 39.8 *12 30A 32.2 33.8 3 : • • •3743 5:12 28.4 30.1 31.6 - ..323 %4 ,._ .9 6:12 26.4 28.0 29.4 •••8ea6 1 .32.4 7:12 2 4 A 25.9 2 7 . 1 • • • S. •30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M M. If the Mir values are greater than or equal to the Mr valves, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P z gv' _ • 3 -m 5 ° m 5: 4 NOA M1 • z R. e – Mg: = i'. ': NOA Mt (p' r f z x ®. a • k, )-m g; _ r% NOA Ndr Section E (Tile Calculations) Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA 1 *Must be used in conjunction with a list of moment based tile systems endorsed'fiy the Broward County Board of Rules and Appeals. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : z 1: = z w: = ) – W: r cos B: = F NOA F' (P al: = z w:= ) – W: a cos 0 = F NOA (P z I: = R w: = 3 – W: z eat; 8: = F NOA F' • • .... . • • • • • .. .. •. • • .• • • • For Uplift based tile systems use Method 3. Compared the values for rim the '. values for F If the F' values are greater than or equal to the F vahtei fo ,each • , • • • • area of the roof, then the tale attachment method is acceptable. • • • • • • 123_01-48 5/03 PAGE 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this secion.. The provisions of Chapter 15 of the Florida Bullring Code, Bulking govern the minimum m s and standards of the industry for roofing system irstallations. Additloonaity, the following Items should be as part of the agreement between the owner and the contractor. The owner's Witt in the ant boar indictee that the item lms been explained. A 1.Aesthetics- Workmanship The workmanship proviso of Chapter 15 (High Velar* Hurricane Zone) are for - _ _ that the roofing system meets the w kid resistance and water intrusion performance standards. Aesthetics ( ) issues are not a consideration w4h respect to workmanship provisions. Aesthetic issues such as color or architectural app, that are not part of a zoning code, should be add as part of the agreement between the owner and the contractor. RenalfingWood Decks When replacing roofing, the existing wood roof deck may have to be renailed 1 acco 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). • uru Common Roofs: _,Common roots are those which have no vide delineation between neighboring its (i.e. houses ndbminlurra, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. . Exposed C n g : Exposed, open beam ceilings are where the underske of the roof deckir�. r9 pe ed . .:_ . - • er may wish to maintain the architectural appearance, #rer @fete, roofing nail • penetrations of the underside of the decking may not be acceptable. The Florida Building 'Code prooidgs •tjre • option of maintaining this appearance. • • • • • • A /� and/or desk of the buikding ray nor drain well arEP may • C' P " . W�er current rant system , cause waterta - pon<d arc in low -dying areas of the roof. Pct can be an triathlon of structural • • distress and may require the review of a professional 8:Michael erg Ponding 'lt y •lhorterl ethr Life expectancy and performance of the new roofer system. Pending conditions nay not be efridetd until the'engi ai • Is removed. Ponding Porkfing corpora should be carreded. • • Overflow scuppers (afl outlets): it is required that rainwater flow off al thpt .the root• is• not : • overloaded - from a build up water. Perimeter /edge walls or other roof extensions may block this diel+arrge if . . overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acmonlance with the Florida Building Code, Plumbing. 7: Ventilatio f Most roof structures should have some ability to vent natural airflow through the interior of the stru ra ly (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. IO65 NE q4 S-1- Miomi, l-1 31157 Property Address ' Rer.1120/20e8.ComPuterServfce0 Buidin9 DePa L ei r Permit Number Contractor's Signature NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. Ii-3,3o5 - bla -O /00 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: /065.AJE 94 Si, /l,a : , . ' ki rby5 Ad! To M%anii Shores P13 41-1141 La/ /0 2. Description of improvement Re- roo-P AE. 9/ sit 5. Surety: (Payment bond required by owner from contractor, if any) AUX Name and address: Amount of bond $ 6. Lender's name and address: Al / f� Mike Haftigtl%i Aliciq Mcr4,ku Swam to and subscnbed before me this 18T day of /'CMQ- , 20e . Print Owner's Name Notary Public Print Notary's Name My commission expires: CFN 2006R1273727 OR Bk 25145 Ps 4007'. (1v9) RECORDED 12/01/2006 14 :17:14 HARVEY RUVIN. CLERK OF COURT MIAMI -DADE COUNTY. FLORIDA LAST PAGE 3. Owner(s) name and address: ?4tI ,.e ! (avl6hai1 A265 NE 9q sl , Htarnti /R 31,3 Interest in property: Otflier Name and address of fee simple titleholder: Hite. .iK j i1 a/,n 65 /OE 943 kaki / 33107 4. Contractor's name and address: . \k3 &Ta Rc i =etc. : • • • 1 4 , V , ; 1 ' 140 • • • • .. •. • • • • • . • .... -.- . • • • SO • • • • • Prepared by 3pliLi 01.1‘4A • • • • • • • • 7. Persons within the state of Florida designated by Owner upon whom notices or othee docLments ri a'y be serie a provided by Section 713.13(1Ka)7., Florida Statutes, Name and address: WA- 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Al / / 1 - - n - , >, • 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a diff -nt da -. is� • A, IAM BUILDING CODE COMPLIANCE Otter (BC0O) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF MaterialCosporation 1361 Alps Road Wayne, Ni 07470 NIIAMI)MDE COUNTY, FLORIDA METRO DADS FLAMER Rt BUI DING 14 wtt41 FLLGum ST EET, SUUb 1663 61.011DA 33130-1563 (30375 -2901 FAIL( )375 -2908 This NOA is being issued under the applicable rubs and malodors governing the use of construction nmata ial& The Boni 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 Jon (AID). • This NOA shall not be valid after the expiration date stated below. The h iDade County Product Control Division (In h iani Dade County) andlor the AEU (in areas other than Mai Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fats 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. n. BORA reserves the right to revoke this accelaance, if it is did by A Dade County Product Control Division that this poduct or material fats to matt the requirements of the applicable hulling ling code. This product is approved as desmilsd herein, and has been designed to comply with the litgiVilocitillnAicane Zone of the Florida Biuldhmg Code. • DESCRIPTION; GAF Ituberolde Morllfled Bitumen Roof Systernior Wood Dam. ®... .... This NOA renews NOA #02.0408.10 and condos of pages 1 trough 31. The submitted ted doc nmsntatian was reviewed by Frank Znloaga, RRC • • • .... .. • • • • ... • LABELING: Bach unit shall a pennanent label with the nianufactm+er's name or hlint1Cy, stateb . followings County Product Control Approved', unless at erwise rodd herein. • • • RENEWAL of this NOA shall beconsidered after renewal apphiccatton has berm filed surd dote has bpriljio change in the applicable building code negatively affecting the perform= of this product. • • • • . • .. • TERMINATION of this NOA will occur after the expiration date or ifthete has been arevision or chddge fa the materials, use, and/or nmmfactnre of than product or keen. Misuse of tdis NOA as an endorsement of any product, for sales, A dvertising or ail► otter pinpcses shall qty terminate this NOA. Failure to comply with any section of this NOA shall be caws for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words County, Florida, and followed by the expiration date may be displayed in adve tlsing literature. If any portion of the NOA is displayed, then it shall be done in its euti wty. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distninnors and shall be available for inspection at the job site at the request of to Butdmg O icial. NOA No: 034591.02 A ir a tim late. Page 1 of 32 ROOFING SYSTEM APPROVAL Qifil Roofing Sgil•Qatesorw SBS/APP, Modified Bitumen ROEDER Wood DiEgElIBANIALEMBES 75 psf hAr�e Cla�an: See General Limitalion TRADE NAMES OF PRODUCTS MANUFACTURED OR LAMED BY APPLICANT: TA BLE 1 GAF Asphalt Concrete - Primer (Matmcut 307 Pdmer) GAF Mineral Shield® Granules GAF W Fimnkion (Mariam Fib 305 Emulsion) GAP Premium Fbe. Aluminum Roof Coating (Matrix's System Pro AlmmtmRoof Cog libeled 301) GAP Jetblak All Weather Plastic C (Matrlxw Standard Roof Cement 204) GAFGLAS #75® GAFGLAS 480 tab us= Base Sheet GAFGLAS Flex Ply= 6 GAFGLAS Ply 4® GAITG AS ®M net • Surfaced Cap Sheet - GAPGIASO STRATAVENT® Eliminator Perforated 5, 55 gallons 601b Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 mom) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test ASTM D41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D2178 ASTM D 2178 • ASTM D 3909 ASTM D3672 ASTM D 4897 . Product Asphalt concrete primBr used to promote adhesion of asphalt in bnilt -up roofing. Granules for surfacing of exposed asphalt, cold pros moat or emulsion. GAF IyMueral. Shield®® Granules shall be used for flashing applications Surface coating for smooth surfaced roofs. • • Filmed almnimmm cclagick Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom :,; with minraal granules m asphaltic coating with factory peations. • •• • • • • .• • • e.•• 0 • • • 8• • •••• ••.. • Refined asphalt bided Mich a miial • stabilizer and fibers.:Peties adhos iob to wet and dry Budder,. i •••• • • • • Asphalt mated and canted • • • • mat base sheet. y • Asphalt impregnated and coated, fiberglass base sheet T TYPe VI asphalt imPrelinated glass felt with alt coating. Type IV asphalt imPleilliated glass felt with asphalt coating. MOO coaled, glass fiber mat cap sheet surfaced with mineral granules. NOA No: 03.0801.02 Expiration Data 11/06108 ApprovalDate:104MB Page 2 af 32 GAPOLASS Flashing OCAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat Welder Smooth RUBEROID SBS Heat- Weida Gee RUBFROBA SBS lit WeMTM 170 FR RUBEROID® SBS Heat WelerdPLUS RUBEROID® SBS Heat- Weld PLUS FR RUBEROID Modified Base Sheet RUBEROFD® Modified Bidmuen Adhesive RUBBROID® SBS Heat Wei 25 Rube i ®Map Grebe RUBEROID MOP Smooth RUBBROID MOP PLUS RUBEROID MOP 170PR RUBEROID MOP FR . RUBEROID TORN Smooth NEElignt various 39.37" (1 meter) Wide 1 na er (39.37') wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (3937") wide 1 m (3937") wide 39.37" (1 meter) Wide 5 gallons 1 meter (3937") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601,- Type ll, UL Type 02 BUR ASTM D 3019 Type ID ASTM D.6164 ASTM D 6222 AS 1M D 5147 ASTMD 6298 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D6164 ASTMD5147 ASTIR! D 6164 ASTM D 5147 ASTM D 6222 ASlM D5147 Product andllibR Asphalt coated glass fiber mat flashing sheet available in three sip Fiberglass base sheet coated on both sides with asphalt Surfaced on the bottom side with mead granules embedded in asphaltic Non -Woven Polyester amt coated with polymer h and smooth surfaced. Non-Woven Polyester mat coated with pedymer modified asphalt and surfaced with ndneral granules. Non -Woven Pdyester mat coated with fire retardant polymer modified asphalt and surfaced with minimal Non-Woven Polyester mat coated with polymer modified asphak and surfaced with annul granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with gal gn muleg, Premium glass fiber ed. SOS- modified base sham • • •' • • •. fiber reinforced, rubtFliksi Adhastivi • • • • .••• .•.. Non-Woven Pdyestenhn coated wkh. polymer- modified asplik.a sua • • Non-woven poly mat dated vdW • polymer ninlified . with mining granules: • • .••:• Non -woven polyemer mat coated with • polymer-modified asphalt and smooth surfaced. Non-woven polyester mat coated with polymer modified slink and surfaced with mineral gomules. Non-Woven polyesW mat coated with fits natardsmt polymer neadifasd amt and sued with muscat passim Nan -Woven polyester unit coated with fine rebndant polymer modified asphalt and surfaced with mineral gramdes. Heavy duty, polyester re , asphalt modified bitumen smooth surer. • NOA No: 03.050102 Expkatian Daft 11/06/N Apg ova1Date1 3 Page 3of32 RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH PR RUBBROID 170FR TORCH Rube cid ® ?A Rnberdd® 30 Ruberoid® 30 FR RUBEROID® ULTRAC LAD® SBS RUBEROID® Dual PR Vent Stacks (metal and per) O A F Alu m mEmuls on GAF AlumherzRoof Paint (Matriem System Pro Aluminum Roof Coating Fibered 302) OAP Built -Up Roofing Asphalt RUBBROID MOD Ate, AsphaltL A Asphalt P Slingle-Matend Undedaymem Tice -Mate Modified Base Sheet • 39.37" (1 m ) Wide 39.37" (1 meter) Wide 393r (1 ate) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 nom) Wide 39.37" (1 meter) Wide 39.37" (1 nom) Wide 3937' (1 nom) Wide 5 gallons 5 gallons 100 Ib* cams, bulk 60 lb. kegs 4 sq. roll 30lbs. 1.5 sq. roil Test ARM D6222 ASTM D 5147 ASTM D 6272 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 622 ASTMD5147 ASTM D 6163 ASTMD 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTMD5147 PA 100(A) ASTMD 1929 ASTMD635 None ASTM D2824, TypeI ASTM D312, Types I, II, IQ and IV . Product Heavy duty, polyester reinforced, asphalt modified bimmen mom, granule surface. Heavy duty, polyesterremfoxoxl, asphalt modified bitumen membrane, granule surface Heavy duty, polyester rem, coated with fire retardant aspludt modified bitumen membrane, granule suds. Heavy may, polyester reinforced, coated with fire asphalt bitumen membrane, granule. surface. SBS =Med asphalt base shunt reinforce with a glass fiber neat. . Non woven fiberglass mat coated with polymer mooed aspinit and surfaced with mineral Non woven fiberglass mat coated with fire martini, polymer modified asphak and surfaced with mineral granulesa Woven fiberglass mat coated will; • Polyner modified asjthdraw:faced with alp, capper or steiffeit. Non-viroven polyester aoaTfibergia rMt coated with file re ,polymer:. • mineral grannies, .... One -way valve vent nsthl 16 relisvei�ilC' up pry within tlmmoLsystem. . OAF Vent Stacks are available in meta or c. .... Minend bitubihnths =Welt . with reflective alu imun flakes • • • Non-fibered. Aluminum pigmented, aspbak roof coating Imply mopping and surfacing asphak SBd3S modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and amply sheet reinforce with a glass fiber 'mat tile underla3maent. NOA No 03-050102 Expiration Date: i1/ Approval Date:1 3 Page 4 of 32 Tile -Mate Modified Cap Tite -Mate Modified Gap Plus -Matrix 101 System Pro SBS Adhesive ®M13) Maroc 201 System Pro SBS Plashing (Ruben id ®MB) Matrix 102 Select SBS Adhesive ( b B) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Plbered Aluminum Matrix 304 Select Non- lathered RUBBROID® Modified Bitumen Adhesive DIENWEI 1 sq. roll 103 Ibs. 1 sq. roll 1021bs. Topcoat® Surface Seal SB 5 gallons (Maria 602 SB (bating) GAP WeatherCotee 5 gallons MB+(Maric 715 MB Coating) TopCoat M 715 5 gallons MB Coating) Weathe cotee (Matrix 5 gallons 531 WeatherCoteg Pdastomeric Plashing Grade) Mat ixLow VOC 5 gallons 5 gallons • 5 g-IIans 5 gallons 5 gallons 5 gallons 5 gallons 5 gdinns 5 gallons 5 gallons 5 gallons Test ASTM D5147 ASTMD ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTMD 2824 ASTM D2824, TypeI ASTM D 3019 Type iQ Product DERWIN Non-woveu polyester mat crated with polymer modified asphalt and surfaced with mineral gremlin tile andellayn nt. Non-woven polyester mat coated with polymer modiMetl asphalt and surfaced with mineral granules tile undeslayment. Surface coating far smooth surfaced and meal surfaced roofs. Surface coating for smooth surlimed and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and minaat ssnrfac ed roofs. Surface coating for smooh surfaced and mineral surfaced roofs. Cold Applied Modified SBBS Ate Adhesive • • Cdd Applied Madi4ed!5 Aaslt• Adhesive — Flashing•a • • • • Coki Applied Morlielif SE S Ash'. •••• •••• Missive. Cold Applied ModiffaS$ 3S �ndand Plate A • • • Cement • • • Standard Plastic Asp'9tislPRbofa�g Cement Caulk Cold Applied Asphalt Adhesive. Pibceed aluminum coating. • . • • • •. • Noah- fibened. Aluminum m piggo ed, . asps attroof coating. g. Fiber forced, rubberized Adhesive NOA No: 03 -0501A2 Expiration Date: 11/06103 Approval Dat l Page 5 of 32 APPROVED INSULATIONS; Product Name GAFI'lM' Isotherm R, RA, RN& EBRA GAPTE4P® Composite A &N . (BMCA)GAFTEMP® Fiberboard GAMINE* P lice GAM:MP GAFCANTnt OAFITIMP%mate Recover Board GAFI'BMP OAP& GB' Taped Edge Strip (BMCA) Density Fiberboard BMCA EnergyGuard, RA BMCA Cie RA PYROX White Lane ACFormI, II & Composite ISO 95+ ISO 95+ Composite EPS Wood iFber lagli Density Wood Fibaboard Polite/Urethane Conte Pete Insulation Dens Deck ENRG'Y 2 & E'NRO'Y 2 PLUS, UltraGard Gold TABLE 2 Product Deseripfion Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high dewy fiberboard or Penn late petite insulation. Iboatd won. Perlite insulation board. Cut pedite board Perlite recover board Tapered peilite board Eigh deny wood fiberboard Polyisoemirate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyamaste foam Polyisocyanurate foam insulation Prdyies ocyarwrate foam insulation Polyisacyanucate foam insulation P ridged insulation Extruded polystyrene insulation Wood fiber won board Wood fiber won board Pete / urethane a board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With CmmrentNOA) GAF Materials Corp. GAF Materials Corp. OAF Materials Corp. GAF Materials Corp. GAF Matedals Corp. GAF Materials Corp. GAF Materials Corp. OAF Materials Corp. BMCA . • • • .. • .. • .. •V . • .. • •••• •••• • • Apa •prcdis tom• • ••• A Products Co! • • Ada; Buggy Products• Pliestilnd Buildings . Products, • . lirestone litc... Building Products, Inc. Generic Generic Generic t3eaerlc generic G-P Gypsum Corp. Iohns Manville NOA No 03. 0501.02 Raphatbn Balm U/06/M ApprovalDate10 Page 6 of 32 APPROVED INSULATIONS: Prod a Name Fiber Glass Roof Insaiatdan ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc tap Board APPROVED FASTENERS: Fastener Number 1. ' 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Product Name GAPTTtM (Drill -Tec®) #12 Stud & #14 Heavy Duty Roofing Fasts GAFF E® (Dail Tec®) ASAP GAFTITB® (Drill`Tec®) Base Slam Fad and Plate Galvalmne Plates (Dril- Tec® Metal) Polypropylene Plates (Drill-Tec ®Plastic) Dekfmt Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgnp Fasteners Metal Plate Cook Plastic Plate 12. Geisha Faster . TABLE 2 • Product Description Glass fiber/Minesal fiber insulation Polyisocyanurate foam / rackwool composite insulation Wood fiber insulation board Palyiisocyanurate roof insulation Rockwool insulation TABLE 3 Product Insulation fastener for steel, wood & concrete decks. ' Pte - assembled GAFPrri Fasteners and metal and plastic plates. Base sheet fastening assembly. Round ph/alum stress 3" and 31" plates. Round polypropylene 3" and 31" stress plates. Insulation fastener for wood, steel and conravise decks Galvalu ne hex stress plate. 2 7/8" x 3' " Polypropylene locking 3" x 3 V" l insulation fastener for wood and steel. • Galvalnute stress plate. 3" round 3" Kane Polypropylene round plate 3.2" .Insn>auon fastener assembly with recessed itlastic plate Manufacturer (With Current NOA) Johns M ille Johns Manville RMax, Inc. Pactek, Inc. Manufacturer (With Current NOA) GAFMriats Corp. • • • t u abi • • • • • •••• •••• dA#Wderiab air): ClAFrials f ►. • desanoton Inc • • . Fasteners inc. Inc. Constmakin Fasteners ITW Buildex Corp. rrw Buildex Corp. rrw Buildex Corp. Job Melville NOA No 034 5=1.02 raphation Dates 111/06/08 Approval Date 1 Page 7 of 32 • • • • APPROVED FASTENERS: Fastener Number Tsti Mon Product Nana 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic 0-2 17. Olympic Standard 18. Insnl FlxxFastener 19. lnsul Piu S Plate m IomdFnac P Plate 21. TruFast 2 Tru -Fast Plates 23. Tiu Fast Plates EvanENCE SUB: Factory Mutual Research Corp. Fly Mutual Research Corp. PRI Asphalt Technologies, lac. IRTofS.FL IRTof TABLE 3 Prod Description Insulation fastener Pre - assembled, Insulation . fastener and plate Polypropylene plastic plate 3.5" round galvalunue AZ55 steel plate 3" round galvaln ue AZ50 steel plate Insulation fastener for steel and wood decks 3" round gales AZ50 noel plate 3" rand polyethylene moss plats Insulation faster for steel and wood decks 3" round galvalumne AZ55 steel plate Polyethylene plastic plate T- on Attachment Roque PMRC4470 =PA 114 Wind Uplift PA 114 GAF - 020 - 024:11 02-005 02-0f4 Manufacturer (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, SFS/Stadl r 3" round 3" round SPS/Stadler The Tru-Fart Corp.. 3" round 3" round Ilgerhaft FMRC 1996 LL 1B9A8.AM J.L 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 'oa • • • • •• Matsu-Fast c oag. •••• • • •••• •••• • • •••• •••• • • • • • •• •• ak •• • • • • • •• •• • •••• • • 09 04.9"x • 04.E1 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.02 Expiration Data: LUNAR Approval Daate:10 Page 8 432 • • • • • to • • • • APPROVED ASSES Membrane Type: SBS Deck Type 11: Wood sulated Deck 9 4a or greater plywood or wood plank System Type A (1): Anchor sleet mechimically fastened, all layers of won adhered with approved asphalt. All General and Sys Limitathms shall apply. One or more layers of any of the folowing insulations. Insulation Layer Insulation nsteners Fastener (Table 3) Density/ft ACFaam -1, ENRGY 2, GAFrM® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GA1l EMP Composite N, ISORoc, BMCA EnergyGaard, BMCA ward Composite, EneroGard ISO, EnergyGaard RA Conzpasite, EnergyGuard RA Minimum 1" thick N/A N/A Wood Fiber, GAFF Fiberboard, BCMA High Density Wood Fiber, GAPTEM P® Bit Density Wood Fiber, GAFTEMP Recover Board Mioimnm 56" thick N/A N/A Parse, Pte, GAF IEMP O Permalite Minimum*" thick NIA NIA • • NIA: • ' • Mim thick NIA • Note: All headallen shall be adhered to the anchor sheet in MI mopping of kt walk .. within the EFT range and ata rate of 2O.401bs/100 its. Please refer to Roofing A ' •.. • Standard RAS 117 for flan amt. Insulation listed as base layer only Abe used .... only as base layers with a second layer of approved top lays' insulation installed as to ifiel • membrane substrate. Composite Insolation panels zany be used as a top lays' placedmith the • Qf_GA RMALITE or wood • , 6 • . • .• • GAS #80 Ultima' Base Sleet, STRATAVENDS Eliminator Pfd Nalable Base Sheet, RUBBROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS HeatWeldnt Smooth or RUBBROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; F C AFGLAS® Ply 4®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any Options of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" oc. at the lap staggeed and in two rows 12" o.c. in the field (ice Design Dynan -45 pi, See General Linsitailon Si) GAFGLASO Ply 440, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFIITR) #12 or #14 Screws and 3" Plates,12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately l2" o.c. in the field of the sheet. Design Pressure -45 psf, See General Linsitafion P7) NOA No: 63450102 Esplratien Dates 11/ Approval Dewitt/ Page 9432 Ater sheet: GAFGLAS #75 Base Sheet or any of above Anchor sheets c1 d to with Drill-Tee (C&AF11111) #12 or Screws and 3" 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 rte fill of the sheet. Design Maim — 6 0 p g See General L on d7 Any of above Azar sheets attached to deck waved annular ring shank nails and 3" invert Drill-Tee (GAFITIE) won plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximums Desr$n Presnwe-6O pig Sae General Limitation ,#7) GAFGLAS #75 Base Sheet or any of above Anchor sheer attached to deck with Dxl l-Tec (GAFTITB) #12 or Screws and 3" Plates, S" o.c. in4rows. One row is in the 2" side lap. The brows are equally spaced approximately 9" o.c. in the Sell of the shed. alfaximites Design Promo" 75ing See General Limitation #7) Q "7 Base S h e e t : ( O p t i m a i Sly R , GAFGLAS® PLY 4®, GALAS Flex Ply TIMA TM Base STRATAVENT Minim for Perforated (laid dry), RUBEROID Modred Base Sheet, RUBEROID MOP Smooth, RUBEROID®20, RUBEROID SBS Heat Welder Smooth or RUBBROID SBS Heat Weld 25 directly over dm top Ia77r of, Adhere with any approved a FY? • • • S range and at a rate of 20- 401bsJsq (see General Limitation #4)' ..' : .. . . • 0) Ply (Optiional) One or more plic AS--PY ? GAMMAS Flax Ply 6 sly..' • GAFOLAS #80, RUBEROID MOP , RUBBROID® 20 adgend in a full • • naappbrg of approved asphalt applied within the BVT range mutate of 2048• . lbsJsq. •••• •••• • One or more plies of RUBEROID® 20, RUDER= 30, RUBEIKO i90 FR. • • • • 1/ RUBBROID MOP Rubemideketp • • • RUBECROID MOP OIDIROPFR, OID VL CI AD®; • or RUBEROID Dual FR fully adhered in an approved asphalt a ... • • • rate of 25 lblsq t 15 %. (Op . . Wend. required if RUBEROID MOP Soh or RUBEROID 20 6 Ld : • • menilaune) Izstall one of the following: 1. Gravel or slag applied at 4001b./sq. and 300 lblsq respectively in a flood coat of appnvved asphak at 601blsq. 2. GAFGLAS dal Surfaced Cap Sheet in an approved asphalt at an won rate of 251bJsq. * 15%. 3. GAF Weathercotee MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 4. Top Coat® Surface Seal SB(Matr3x 602 SB Coating), Applied at 1 to 1.5 s1• Maximum Dam Pry: See Fawning above. GAFGLAS Flax P1yTM 6, GAFGLAS #75 Base Sheet or 807 of above Anchor fastener spacing of sr o.c. at the 4" bp staggered and in two rows r o.c. in the sheds attached to deck with wed annular ring shank mils and tin caps at a NOA No: 034501.02 ltapirallen Dates 11/06/ Approval DattalO 23/03 Page 10 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Tg 6 when used as a nschanically fast base or anchor sheet 2, Kminium Vaa" Dens Deck or 14 Type X gypsum board is able to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire cation is not part of this acceptance, rear to a cent Approved Roofing Materials Directory for fire ratings of this product. 2. Insnhst ion may be installed m multiple layers. The first layer shall be attached m compliance with Product Cool Approval guidelines. All other layers shall be adhered in a full nmpping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq , or mechanically attached drag the fasteakg 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'i 4'nnaximum. 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 sly 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 t sheet allowing a continuous area of ventilation, Enchvling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow (loos venation. Asphalt application of either system shall be at a mgr rate of 12 lbsisq. Notre Spot attadmd systems shall be limited to a maximum design pressure of 45 inf. 5. Fastener spacing for insulation anathema is based an a Minimum Characteristic Force (F) valiva 275 Ib£, as tested in compliance with Ting Application Standard TAS 105. If the false= value, as field-tested, are below 275 lbf. won attachment shall not be a • • • • • • • • 6. Fastener spacing for naeclumncal attada ant of anchodhase sheet or membrane atitasillt is bid: • on a midiaamr fastener resistance value in conjunction with the maximmn design vglmlisted a specific system. Should the faster resistance be less than that zed, as determine by tl, ...' Building Official, a revised fastener spacing, aged, signed and sealed by a Flosisha.Registered : • • Engineer, Architect, or Rered Roof Consultant may be submitted. Said revisetgasteser spaisng shall utilize the withdrawal resistance value taken from Testing Application StandithigTikS 105 and calculations m compliance with Roofing Application Standard RAS 117. . • • • • . 7. Perimeter and corner areas shall comply with the enhanced uplift pressure reqinrenknts of SU areas. Faster densities be increased for both insulation and base shy as Jalculat n� coarpliance with Roofing Application Standard RAS 117. (When this limitation is spedfically referred within thfs NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing ofperinnetm nags, metal profile, and/or flashing man designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The nun designed pie limitation listed shall be applicable to all roof pressure zones (ie. field, perbneters, and cis). Neither rational analysis, nor extrapolation shall be permitted for enhanccd fastening at enhanced pressure zones (i.e. perimeters, extended cis and comers). (When this limn is spay referred within this NOA, General Limitation #7 will not be applicable.) 10. Ali products listed hewn shall have a quality assurance audit in ice with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03 -0501,02 Espindien Dates 11/06/08 Approval Date:1 3 Pape 32 432 - 03/07/2005 ,9 • • 'r4 07:16 3057518579 ROOP COVlRING (MATERIALS (TENT) IWOFING SYSTEMS (TGFU) Continued Base Sheet (Optional): One or mere layers Type GI. 52 or 63. • Membrane: One or more Myers of'Ruberaid forth" (smooth or gouda ), "Rubaro1d Torch Plus" (gramme), "Ruberoid l4ap (gianute) or `Ruberoid Mop Plus" (granule). Cuat1nf. Karma No. 97, 1 -1 /2 - 3 gal/sq. 4. Desk: 0.13/12 Incline: 1/2 Insulation: one or more foyers pertite. glace fiber. isoty meats, urethan. perrite/isocya urats composite. . perllte/urathamr composite. Phenolic. 1 -1/2 fn. min Ihkkness Offset from plywood johns a in.). Ouse Shear Ome at more layers of type 52 or 53. Pty Sheet (gptim'ad) :Ono or awns Layers of lime GI. Membrane: Oran or acre Mayors of 1oberoid Torch" (:nmoth er grarroa), "Rushee Torch Plus" (granule). 'Ruberoid pop' (smooth or granule) er 'RUberaill Mop Plus" (granule). Sur/adore Kamak Ko. 9r, 1.1/2 - 3 gal/sq. 5 • Becky 16C indb:m I Base Gi, G2 Or Membrane: One or more layers ube�roid Truth' 63. "Rubmold Toren Ni? (granule). �� or b)' Surfacing Optional): Ram% "No. or or `VT at 1.3 gal /sq or 6rnndy 10 - P En*siurr at 6. Ueda C -13/32 3 Incline 1/2 lnsutstiens One or more layers polite. glass fiber; 3/4 in, min isocyanurate, urethane. perlite/isOtyanebate coeapatitee pet(ste /wetllarm composite, phenolic, 1-1/2 in. aria. Bate Sheet [Option*: One or more Wen of rye GI. O2 a b3. Membrane: Ono_ or more layer, of 'Ruberald Tmrh (smooth or granule), 'Ruberolo Torch Plus" (grannie). 'Ruberoid Merl' (smooth or gr..ntme) or 1tuberofd Mop Phrs' (granule). 7. Bales C-13/32 Wine: 1/2 *ambition (Optional): One or more layers portico, woad fiber. l Mier. fancy onarate. urethan a periite/lsocyamfale cm7praita t urethan' con site. woad fibor/lsocyanurate tposlt . phenolic. Paso Shook Two or more layers of Type 62 or 63. Ply Sheet (Optional): Ore or more layers of Type 61. Membrane: One or awce layers d "Rubered Torch" (smooth or granule), 'Tbiberoid Torch Pigs" (grarpde), "Ruberohl top" (smooth or granule) or "Ritheroid Map Phi" (grsaute). & d RC Kornai No. 3?. 1.1/2 - 3 921/19 Violet : Insulation: One or mere petite. glad Mtc, 3/6 fa- old, iso�nurete. urethane, perlite/ho yanurate composite, irertite/ueacbane r composite. Phenolic. 1 -1/2 in. min - Base Sheaf (Optional): Ono or more layers of Tae 51, 62 or 63. .e; Membranes One or mma taws of Ruberoid Torch" (smooth or saute). Rtubenoid Torch t9us' (tiranute). "Rubproid Map' (smooth or granite) or • "Rubenoid Mop f ia' (sponde), Surfadwys peck C 16/3 Ml1711umiormn Roo! Cn i *� 1/zs4 Irgntatioa (OPonal)• One or mare Layers polite. glass fiber. 3/4 in. y ; •. mite becoming*, Ord per e/ilsocyoarate composite. Perlite/ urethane composite phenolic. 1 -1/2 in. Wit. • • Base Sheet: One or mum layers of typo G2 "fd►RiLAS 975 Base Shear. •• hot areppsd or eweba'da5y 1.deeee in place. .•••• R Rook One Of num Wes of Type G1 `CAMAS Ply 4" hot mopped '42., .Membrane:."Rebarrafd Mop Fir (granule). • • • S(Op�rwl): W filmed Alm mars Coating at 1 -1/2 gal/sq or GAF We Cwt Emulsion at 3 gel/sq• 20. fleck: t -1132 iralfoset 1//2 ' ` • landalfom (Optional): One or morn layers writhe. glass fuser, 3/4 in • toil, fsocyanu . orethare. p.dite anurate cumpashe, Peen/ e t � : � _ ccomposite. pirereolh, 1-1/2 in. n. _4 , " lase Sheet One or more bps el Typo 62 '&AFGIAS 975 lase Sheer. P(ySheds�ormoral Pty ti hat in place. of type 61 "GAFGlAS Ply 4", or "GIIFGIAS s: • Membrane Torch FR" ({grannto). (Optfprct): GAF Torch_ Aluminum Coating et 1 -1/2 gal/sq or GAF 1L a t�14/32 t Coat Emulsion at 1 gat/sq. 1/2 - .arm tMtla hot m in. ra y fad in dam Joi:its erred 6 in. lass Sheep Ilne er taro layers et Type Ga "GAFGLAS ot9 Base Shaer. i at more layers of reoppa` O or wetha *send fattened In place. 61 '�FtitAS �' or 'mitt ptlonaq. One er Ply a�i�gi pi8h e). Co Eati nn al 3 gal/se• Voting at 1-1/2 9ii/sq Or ABC SUPPLY CO rs t • qi 14 ROOF COMING MATERIALS (TM 235 LOOK FOR MARK ON PRODUCT RQOIIf4G SYSTEMS (TGFU)-- Corrtinied 12. Desk C•15/32 Iodine: 1)2 Insulation (Optional): fsocyanuralee, padlte or glos fiber, any thickness. hot mopped or rnethenIc.Uy fAtened in flea. Joints offset 6 In. lase Sheaf: One or mama Idlers of type GZ "GMGLAS 915 Base Sheaf'. tot plopped or mechanically fastened In place lqp Sheet Oea or More Wyess 1st Ifild GI "GAP OLA5 Pty a or "Pty 6". he mopped in place. Modem= 'Rubercid Torch fir (granule). -Surfacing (Optional) GAF Meted Aluminum Coaling at 1.1/2 gat or GAF Weather Coat ;Ematsian al 3 gal/ . 13. peck: KC incline: 1/2 Insulation (OpHdnal)e ket a,n'irate. wows fiber board, partite. glass fiber, any tisickish% hot *upped or mechanically fastened In Owe, Joints offset's in. -tie Sheds One qr mare layers of Type 62 %muslin Sose shoat% imt ped in per, hot a pal): hen r. more layers ti Type 6t %AFGI AS Ply 4' or r "My pt pie. Membrans "Rubernfd Torch or (gouda). Surfedng (Optional) GAF Meted A[fpitrnnrn Coaling" at 1 -1/2 g or GAF Weather Coat (reulsi011 at 392/19 14. Tntltne 1/2 Insulation (Optional): fiber. an thickness. trot ' r► � me ban r Fastened in mu. Joints onset 6 Rase Sheet: One or mote layers of 'GAFGLAS on Base Sheer. hot m in place. Pepped Optional): ): One or mare layers af 'td1T GLAS Ply 4' er "i ty G" Membranes Ihriurnid Torch 10' (granule). Surfao:ing (Optional): GAF Weather Coat Etwrisfon'applied at 3 gal/so to GAF 15. pocks C- b13e n Aluminum Coating at t- 1J2�, •' 8eousthsn Pe 11 (Opbtanat )• (Gov gins. acuminate. twill: nee. partite/ �►arwrate a or phenatir. lase Silexi1 Mite ex more layous idea G2 Or G3 base sheet, hot mopped m raedran ally fastened. FIy Sheet (Optional): One er !roe layers Type 51, hot msrpilial 1 place. • Nembrenes 1tuhe id Map FR' or "Rubrrosd Mop 170 FR' (granule). heck des (Optt aa a t)r Pedite. fiber glass itagama$G p► Fe l" isacyarnnate compasite Or Omuta, offset 6 m. from jo lea. ease Shag One or WO layers of. T 2 or fri bar sheet. hot • mopped loty Sheet or (Op mechanically ): One or madame ef . here 6-1, dial mopped" ism • i • =one: One taper of lbsbee'rt0 "Rebereid flee (sm } • • • i Membrane: One Iyer of 'Ruberolda tolt4►.rr or' Rat Mop tR' It Da (granule) • %tines l •••• - - Itlaalatim, (Optional): Partite, dbs wand fitiel 4ssmyarwrdt.• • • methane, perlite/isetgvaaate Ipr ut ease r ors edge Gz m O3 a s t, got mopped • or • • • • Fly Shoat (Optional): Ono or oronlayert Type Gi. hot imand to Mom, • : • Membranes (men One layer of ihrboroM Mop FR" or "Rubeaid ! 110 F A" • • •••• • ]S. Dads NC • • • Insulation (Optional), Pedire. fiber gram. sreod.fihrf ISItyarterate. methane. peulite/Isatyrnatrate composite or phmoolk. lane Shoat (Optionat)s One or me layers of type G-E er 6-3 harm sheet, hat mopped or methanleally fastened. Ply Shod (Optional): One or more layers of Type 5-1, hot mopped fa- Membranes One Layer of "Ruberoid Tarts' (smooth). "Ruberaid Mr smeotb). One layer of '9' road Tarts Pit'. "Raberoid Plop it of "7tuberold Mop 170 IR" (gramme). 19. Oodl: PC trnrdatlem (Optlonat)r One m awe laps Of polite. glass fibri =de. aamtleme pegib:/isney'wrarate rsusposfte or pbenellc. any Base Skeet: One or moue pit u 61 or G:. hot wrapped or adhered whir Karnak Omni. al to. 'KO. 81" re r'Oua - Hem= 'No. 6140' old appthd - arikorave at 1.1/2 gal/m. Membrane: Oran layer of "Rubrrohi fiep FR' er "Raherotd Mop 170 Pit' (rirauuIe). hot mopped or aid with Kamo Chesicat Co. vo. R1' at 89. Gillum e tt '�. 4150' (a applied agar' at 1 BdMur. 1! Indira tees a tioni P9 , any tlliants% / Bale Sleek LAS O75" (Type 62), admiralty attade d. 11 MIA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifeti le, LLC 135 NW 20 Street Boca Raton, FL 33431 Zone of the Florida Building Code. DESCRIPTION: S Shake & Slate Concrete Roof The 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 High Velocity i�uincane . . • .. • •. • • •• • •••• •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1ogo,doity; state and. • • • following statement "Miami Dade County Product Control Approved ", unless otherwise ii0otCd h{rein. • • • ; • • RENEWAL of this NOA shall be considered after a renewal application has been filed ail t a has been po 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 rgvisiptr or change •im the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end&%emtnt of aft: • 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 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No. 02- 1211.08 _P oa- Date;- 123f16/07j ` - ApprovaiDate: 01799/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Trim Pieces Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 ADDIicant Monier Lifetile Atlantis Shake and Slate Tile Rimsolim 1= 15" w =10 1 /a thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Ai encv Redland Technologies The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Test ARCOSSOLE Test Identifier 7161 -03 Appendix III 94-060A 94-084 25-7094-2 25- 7094 -8 25 -7094-5 PA 112 PA 112 Product IDescrintiun Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar • or adhesive set application. • • Accessory trim, concrete rdQf 5ieees forme . at hips, rakes, ridges and value serminat foils. • Manufactured for each tileprella • .... ••• • • .... • Test Name/Renort • • • • Date" � • • • • Static Uplift Testing • 'Dec. 1991•. PA 102 & PA 102(A) •::: Static Uplift Testing March,• 1294 PA 101 (Mortar Set) May 1994 (Adhesive Set) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 • • • • • ..••• • • • • • • • • • Test Aeencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Waller Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25 -7214-1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Renor( Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Qudc Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties • Sept.199A' PA 112 Static Uplift Testing • •••• 'Dec. t921. • PA 101 March 1, Aerodynamic Multiplier • • ; • March 1999 Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers .. DDa Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 • • Oct. c994 • • • . • .... .. • • . • •••. • • .'.Sept. 1999' •• • .••• • • February April 1996 December 1996 March 1995 April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w) : . • . Tile Profile Weight -W (Ibf) Length4 (ft) • •Width -w {ft) • • Monier Lifetile Atlantis Shake & 8.5 1.25 • • • • • • Slate Tile Direct Deck Direct Deck • ••••12 . 865 •••• •••• Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profiles 3 ":12" 4":'f2" 5 ":12" 6":12" T':12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 8.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X (ft3) • • ... e file X(tt •.•.• Profile ation : • • • • Dir Monier Lifetile Atlantis Shake & Slate Tile 024 )) • • 3. LINIITATIONS 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 RAS 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 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • .• •• • • .•. • • • • .. • NOA No 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 4 of 6 • • Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" *wood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -1 Od Ring Shank Nails 30.9 38.1 172 1 -10d Smooth or Screw Shank Nan 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" the headlap and fastemers are located a min. of 2' /s from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mi (ft -lbf)' :'. ' • for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimupj Attachm Resist nce '.... , Monier Lifetlle Atlantis Shake & Slate Tile Adhesive • •11.°8 • • . • 2 See manufactures component approval for installation requirements. • • • • • • 3 Flexible Products Company TiieBond Average weight per patty 13.9 grams. • Polyfoam Product, Inc. Average might per patty 8 grams. • • • •••• Table 5A: Attachment Resistance Expressed as a Moment - M (ft•Ibij . • •: • Adhesive Set Systems . • Tile Application Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProN 118.9 C t)PolyPro - - -) Ci40.4 4 Large paddy placement of 45 grams of PolyPro'M. _ Medium- paddy -plat ernentot2 of -PokyF roA -.__, Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft -Ibt) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 • • • • • • • • •• • • • NOA No. 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 • • • • • • • .•. S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. t° ..- +'.{... • - fir, -�� 161h° •.�,. PROFILE DRAWINGS MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE . .... • • • • • ... ... . .. • . • • . • .. .. • • • . • • • .... .... .. ... .. NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 .. • • • • • . .... • • • .... • • ... .• • •..• • . ... M1AM BUILDING CODE COMI'UANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PolyfoamProducts, 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA MEIRO-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 acted 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 assurance caber than Miami Dade County) reserve the right to have this product or material tested for quality purposes. if this product or material fails to perform in the accepted manner, the mameacturer will incur the expense of such testing and the AHJ may fly revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this at ceptaree, if it is determined by BCCO product or material fads to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the o .?' F DESC I ION: Polypro® AHI • • • • •• • •• • • RENEWAL of this NOA shall be considered after a renewal applic ation has been Sled ands teas been nit • change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the w • matcxials, use, and/or manufacture of the eacpirati� date or if there has been a reirision or c�angg� n�tbe product process. Misuse Misuse oftbis NOA as au endors ofany.• product, for sales, advertising or any other purposes shall automatically terminate this NOA.gifirp to oomph' with any section adds NOA shall be cause fortennination and removal ofNOA. ▪ • • •••• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fitridd, du d followed by be done in its entirety. be displayed in advertising literature. If any portion of the NOA is displayed, then it shill INSPECTION: A copy of this entire NOA shall be provided to the user by the manufachuer or its clistributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted dommientation was reviewed by JRrge L.. Acebo. 4 • • • NOA No. 06- 0201.02 14t: ° 05r10/11) kpp Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub : Roo Roofing adbxtive Matt:skim Polyurethane SCOPE: This approves Poly pro® AH160 as manufactured by Polyfoam Products, Inc. as described. in Section 2 of this Notice of Acceptance. For the Locations where the design immure requirements, as determined by applicable budding cock, 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® All 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: P;ct pensions Specificat ions Product Description Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Dispensing Equip Ding Equipment Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Pmduct list r values with the Control Accepted Roof Tile Assembly havin! lypm AH160 roof file adhesive. PHYSICAL PROPERTIES: 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 • • • • • 1.61bs./R. 18 PSI Parallel to risc 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt 3.1 Perm / Inch +U 07% Volume Changc @ -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 E p ration Data 05/10/11 Approval Data 84/13/06 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 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11 -93 10/25195 25 -7438-4 25- 7438 -7 SSTD 11-93 11/02195 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- 06241] ASTM E 84 01/16195 Trinity Engineering 7050.02.964 TAS 114 03/14/96 Cehges Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 528454-9 -1 528454 -10-1 5201094 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 • 520109-7 • • 520191 -1 TAS 101 ...4WO2 /9 C '.. • 520109 -2 -1 • LIMITATIONS: • • • • • 1. Fire classifit Lion is not ly for • • raft*. ofthis �. R e f er - t Prepared Roof Tile . • • • •••• • • •••• • • • •• • ..•• •.• • 3. Minimum miderlgomient shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypm® A11160 roof t31e atiltesive with their tole assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring for the use of I1ANDI -STICK roof We adhesive with their tile assemblies shall test in scants= with TAS 101 With section 10.4 as modified herein. i I �2; W MS 2. Polypro® AH160 shall solely be used with flat, low, & high the profiles. NOANa: 06-0201.02 Expiration Date: 05/10/11 Approval Data 04/13/96 Page 3 of 7 •• • •••• •••• • • • • •••• •••• • • • • ••• • . • • INSTALLATION: 1. Polypro® A11160 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® A11160 shall be applied in compliance with the Component Application section and the ceding Placement Details noted herein. The roof tle assembly's adhesive ate with the use ofPolypro® A11160 shall provide sufficient attachment residence, expo as an uplift bawd system, to meet or exceed the uplift resistance detemhinal in ampliance with h -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 Opting Instruction and Maintenance Booklet. 4. Imbibition 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 Foamro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the 'B" component shall be main' tained between 10- 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 ca ration. No other settings shall be approved. 6. Polyproe AH160 shall be applied with Foampro R111000 or ProPack® 30 & 100 dispensing egniprhnt only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placeilie t' • Details' herein. Each generic tile profile requires the specific Placement noted Wein! : • • • Flat, Low, High Profiles High Profile (2 Piece Barrel) /Flab w, High Profiles w, High Profiles Table 1: Adhesive Placement For Each Generic Tile Profile ---. Tile Profile Placement Detail #1 #1 #2 Single Paddy Weeighhtt Min. 1r' a's) 35 17 /side on cap and 34/pan 24 Two Pi4dy Wefghf.... Per ti(in • • • • • • • •• • N/A 8 LABELING: All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required installation by the or applicable building code in order to properly evaluate the of • • • • • • • • •••• •••• •• 1• • NOA No.: 06- 8291.02 Expiration Date: 051/0111 Approval Date 04/13106 Page 4 of 7 ADIEMIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06r020102 Expiration Data 05/10/11 Approval Date: 04/13106 Page 5 of 7 • • • • • • • • • • a ADS PLACEMENT .DETAIL 2 SINGLE PATS '* • • • •• • •••••• • • •• • • • • • •• • • • • • • •••• • • • • • •••• • •••• •••• • • •••••• •••• •••••• • • • • • • •• •• •• • • • • • • • • • • • • • •••• • 000••• • • •••• • • • • • •• • •••• • • • • • •• • NOA No.: 06. 0201.02 Elation Date: 85/10111 Approval Date: 04/13186 Page 6 of 7 ADHESIVE PIACIEVIENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE • • • • • •• • • • •• • •• • • •• • • • • •••. •• •. • • • • •••• •••• • • •.•• ••••• • • • • • •• •• •• • • • • • • • • • •••• •••••• • • • • •••• • • • • • •• • •••• • • • • • •• • NOA No,: 06-0201.02 Expiration Daft 05n0111 Approval Date: 04/13/06 rage 7of7