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RF-12-1864Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181108 Permit Number: RF -10 -12 -1864 Scheduled Inspection Date: November 06, 2012 Inspector: Bruhn, Norman Owner: Job Address: 190 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: APC ENGINEERING ENTERPRISES INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1131010230090 Phone: (305)219 -8267 Building Department Comments RE ROOF FLAT & TILE ROOF Infractlo Passed Comments INSPECTOR COMMENTS False 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- 181105. CREATED AS REINSPECTION FOR INSP - 179540. WORK NOT READY. JR NOT READY. JR November 05, 2012 For Inspections please call: (305)762 -4949 Page 23 of 34 A-t CONCUMW& 5 A -1 CONSULTING ENGINEERS , INC HELD' // ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: Job Address: ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION dir 2- Roofing Contractor: /' , Pe7 5 a/2 Type of Tile: Al di.Aid/ co/ ,4 Approximate Roof Height: Z 11 feet Roof Pitch: 602-- Date installed: Type of Access to Roof: " Scaffolds Ladder Other Approximate Square Footage of Roof: 27P--- ft 2 Required Testing Fore: 35 I s. Testing Equipment: F.G.E. 100 Date Tested: /67A o //Z TEST LOCATION UPUFT PULL TEST LEST LOCATION UPUFT PULL TEST TEST LOCATIO UPUFT PULL TEST TEST LOCAUOf, UPLIFT PULL TEST [EST LOCATIOft UPLIFT PULL TEST - TEST LOCATION UPLIFT PULL TEST 1 pp.... 26 p . 51 !' _ -- 76 101 126 2 27 i 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 • 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 87 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 6 91. � ,1 6 , ( 141 17 42 67 ,F AN,..-.. • 92 T 1� 142 18 43 68 \ / 93 1 :L `J�� 143 19 44 69 \ / 94 144 20 45 70 \ / 95 bJ1 C ®i2U�. 9I EriOigli' 6({ 21 46 71 / 96 `�ragio 7 121 146 22 47 72 i ,, 97 h ofT �� 147 23 48 73 / \ 98 '-'' l h5 d (f__ 148 A 24 49 74 / \ 99 124 149 25 34 _s 50,, 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A. Martinez P.E. # 031509 A -1 CONSULTIN Lab. Certifica • # 07- 0306.0. Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 • A-1 CONSULTING ENGINEERS INC. ROOF STUCTURES CONSULTING UPLIFT TEST LAB. CERfl CATION No.01-12245 3 SW 70 CT, AMAMI FE 33155 TEL..3O5-740-9550 FAX305-740-9550 I ERTS ChcfteS name: job address: 190 NW 102 ST MIAMI SHORES FL. Roofing confractor: ROOFERS US INC Type of file: JiANSDItai Date Approximate roof height 12 feet Roo Tipe of access to roof: Scaffold: Ldder: Approximate square footage of roof: 27 ft2 Required te5.47,' force: 35 lbs Date tested: Number of tb 67 Othr: SKETCH OF R FReviced: Atili Date: la'*2012 Mit. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: c D lU • W ° 10 p.54- p' S4 City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes M@YEEVcill illt OCT a ;; 25i2 BY: FBC 20 Permit No. RF 12.71V+ Master Permit No. ROOFING Zip: NO Flood Zone: OWNER: Name (Fee Simple Titleholder): \ 19 Ka•v n ye& m,(,r► Phone #: Address: h / , .j 1 • imr. w't ' City: 1{-I4 % eA. VI State: PL. Zip: 6301 G. Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: t- ? C, 6 rgt n e erd vt spy e,rl 4— . Phone #: 3O S gnlc S3 7 Address:.Z.l SO (AN • t. (0+t^ a Vt., `J c City: 1 -�al fah State: Qualifier Name: f t.,Lea K- State Certification or Registration #: GG L B 3 3 D G 1 L Certificate of Competency #: Op( h0roC a.°)SKO+ 1 .th) 9 tv/4; Zip: 3SO t 0 Phone #: S 2iCI — 2 z Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ta_o *00 • " Type of Work: ❑Addition ❑Alteration Square/Linear Footage of Work: ❑New _ % - s air/Replace on o or : :t 7Y.V. t i A, f r ere £ *ice deT e lt,,.•4 Yi( �.� c.1`= I Ilan Upemolition 0.� dl►%cf ********** ** * *** **** nix+n+x**a:************ Fees********** ****+x*+i•+r, ********x:*+t * ***** ** x**** ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ .2 CCF $ DBPR $ ' • Technology Fee $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ 31 F • ClVJ 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, BOH.ERS, 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 t be approved and a reinspection fee will be charged. Signaf , Owner or Agent The foregoing instrument was acknowledged before me this t'U day of 20 I Z—by 2i&, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission * * * * * * * * * * * * * * * * ** APPROVED BY SignaturC) Contractor The foregoing instrument was acknowledged before me this (0 day of 20 127-b 'Pet 's 2� `) Y � Y who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: til4x1,. A My Commiss * * * * * * * * * * * * * * * * * * * ** s Examiner Structural Review (Revised 3 /I2 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) SAW ROMERO +adrnrwe - SINN aMerida *COWL Expirm JM 24. 2015 CMIN1101111 1E MOO Zoning Clerk NOTICE OF CO ENCEMENT 1 Ip11H 1111111111111111111111111 N911 a1H 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN 201.2R0712626 PERMIT NO. TAX FOLIO NO. OR Bk 28302 F's 29036 Ups) ) RECORDED 10/05x''2012 13:24:48 HARVEY RLIVI14 CLERK OF COURT MIA MI -DARE COUNTY r FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: •y gives no ice t at improvemen s wi •e ma •e o ce ain rea property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. p ere Space above reserved for use of recording office 1. Legal description of property and street/address: AO •(-0° l UZ SA PA Iflog* es Imo. 2. Description of improvement: (2.4, a r 3. Owner(s) name and address: flArettli 'Dm eaS4 -r-in e n 4-5 / / 40 P iv* 6 /-ro G Interest in property: Ow•r•ev -S .S"w 2.1 H-' f /ed 4 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: A Cc- eera5i a eri �a 6- - - • ,2 i `$d w • i 044.! lM - t4&4 i- j . -04. soiled, 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 Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: fir Pe, f. optS ro Bn s,, t Sr) ° 0 at. U. Ate)^ f-C.• 33aio 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Irenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: I 4 &' 'r (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 RECORDIN UR NOTICE OF COMMENCEMENT. Signature(s) of O er(s) or Owner(s)' Authorized Officer/Director/Par iM6 ' ` ?' Prepared ---'� Pre t 41111 11,E "ems a F { �`f' Print Name' nF,K, .4 t% f-2 r— Pn �tr1 ` / v3 dv-c � Tit {' MAW °ter. Title/Office r atelealerbr . , "i.ev�Ja7�"'', ^/Owt STATE OF FLORIDA r r a A � COUNTY OF MIAMI -DADE - ' The foregoing instrument was acknowledged Wore me this 10 day of 5 s•70 12 By S9.-,d 1/4, (Zcfs-e.,r-r..) /Zrag4 !fee f-r ❑idually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTE 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. e(s) of Ow er(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: 123_01-52 PAGE 3 6/12 By 10/10/2012 14:03 3058855073 09f.10/7613 1'4:I7 FAN APC ENTER PAGE 06/06 .ARC"" AT 7-, OlitnorterrY) ."1 d,.. l' #afar ` � 3+ iiz ' . m ., d .:.... ti iltlx Dom! �a:X�'�' Y _ .; I 'k "1 C !* 9/..4* ...;.o X ., ..44PliQ:CON.RACFdNaCifS LIP,,Df$rAArcENGiNg f NO•DiTE{p, tti:'. .M1117 777411 . ------,,i E IMIds ,,f.1. Pit 15 %,0ai,aeakiltve), cop:ow i? aen '. ►p i+iaBG Gaaawi% gy'101.4 440eie frnaae8pz atuit¢t NE E. C44.17ACV6R ei0C 1S1it787 Masai Shores village Bldg Dept 19050 NE 2ND AVE MIAMI SHOR2S ,FL 33238 ApOtiiiiPiflivi tom. Tit 41y E'' ��A1 ' � M1 r : 1 Aawoo."0. + .. 0:marks or..AG'oRD 10/10/2012 14:03 3058855073 •�aF r • • DPI PRU TOD W1Tll ' MRONAFFJNTALLT • ,o0 FSC mum .siumas APC ENTER g. City of Hialeah Business Tax Receipt Mayor Carlos Hernandez Ez sines ±n64r PAGE 04/06 2012 -13 stile s5 s,tcdsubject:'to >Fhe, Ci G ENV iti4itiSES'II4".. 677637 -2 Buj(lhgrom ENTERPRISES INC 2150 W 10 AVE 33010 HIALEAH THfS IS NOT A PILL DO NQT PAY O XPE ENGINEERING ENTERPRISES INC si.'iVrigfteritt BUILDING CONTRACTOR THIS IS ONLY' A LOCAL BU7INISS TAX ReCRIPT- NT DOES NW PERMIT THE HOUMA TO WD.ATE ANT Eventio REQULATORY OR zONtHo LAWS OF THE COUNTY OR OT M, NOR DOES IT EX£YPT THE HOLDER FROM ANY OTHER REHM? OR LICENSE R8DU4R€D BT LAW. THIS is NOT A VAHT W'ICATION W' T}jE HOLDER'S OLNALI!tCA, now PAYMENTHEMBY8A YtANH.OADE COUNTY TAX F1RO8/28/2012 60060000069 000045.00 SEE OTHER SIDE FIRST -CLASS G.S. POSTAGE PAID MIAMI, FL PERMIT NO 231 RENEWAL STATE r 18787704991 -9 WORKER /S 1 DO NOT FORWARD APC ENGINEERING ENTERPRISES INC DAVID M DIPUGLIA PRES 2150 W 10 AVE HIALEAH FL 33010 lalfS i ?I:F. "11lifllF ±FUIF Fi1.41EAhh hili3i n df8 10/10/2012 14:03 3058855073 APO ENTER CERTIFICATE Oil 14A811,ITY : • N8CRACE T MATT , ONLY cs -Tracts so- Amilsomv,:lpAtioitapailOgie Altiog4p, aftx 711115 CENTIN04,14 **ROO OPUS NOT OOMF5114.4 slitstptitrArmif cnPlircoimeK iluiptomig olitsrmsr..08140.001, OM 3-X '5 '"O+ •'"4:1'7512'1.7" "T TitiFETNECCIetrnikerog Ariler,"CeteD pricpcas ."OroligEht ,fastmowsusfigRcel A4T41,0tRoup • s'• ";■••o'•,••,' "71 O ft S o p r i m W k eo ifiliishalkeh, tests& 040E201:A4w ist stoornelms cm sits warcovisb20 <50VISmis boils Sou, oS *ea aouth 51artii Iaismiraaaa 74r01- Dia/A Triiizt LLO 9831 tair 5E1 St.remst 5144'c-A 149 Dorea. 33178 calta 3 OS -59 9 ,p5N35 711.X ; 4015- 555-07 r-EMZWA557575-- 09/10/12 r 07! ,et 174N7/00011*%7 thIS rnst4 IN:AAK i.. CS, f r44 13 • teiWittraliArme ini, Eg NincAtra, 1:0YrwieN7r444043 ....ex. lot AKE. let Me ete upn.14. 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PAGE 05/EJE 10/10/2012 13:57 3058855073 APO ENTER §TAT.E Of FLORMA pxpastentpto. or eu�I8$ ;up PROrg'00;911210T, REM*ATIcitcr ,IVVVICVOT;(05R: 1 : 0 ': . ciER*0 X,I.R: ''';04$010) 144.4411.4418 n' 99 - 0703 PAGE 01/01 p5 . „ , • • • , . • ' : 0041 1100110:445.00i001316,4400 Ftir: 6.0,1 10i0A'tkOW414.)4i@:'DOPOrtiq401A.P104009":*:PlOr**41,1 24040.50., • 00.44400ais &d I:IOW:440B* Oro Oiptopoos'oyOlt.'0,, • Aii3Oitk *govili4Its,.600111611i640, r Wiilee*l000r*oir.Y• 144:work to itripfoyo he i4e45y b•1010049, It') ORS:kr:to 'e.44.00:, .Q4 11*togii ..:FAtitiolOonatio oboiAt4mir.skcis p1 0.109:.'000,*iii#0441011001' "0; TbettO '),¢i¢,{4r.r.fitiii iFt 1blirti03401f1 01:14314' Obr:difylof 906 arookitaiSq0itidin;o• 'that • • iirtii*gi:OiRtisr.44.06+...., .19.zi#0g01t:irvOkt:t105*. 004$101.1chltg's Ot.1/61iA.1110 . • • PiF r.O.EMO tit 1/10 DOP*4.1*041; L1654m4 affitfenny,, Rogt0itp.Paitity.‘ • contOrgii sirkie.tasong,ii:you :10001%0 ttAkyout;otplOrlire yoyr 040:147902... 110i1K )404:ibr 40414 1:41iimeo fr Florid, mrt0 ocalgratOotiont! on:,i'emen±204 D:ETAC HERE . : " • • .1 . .•". • a ittiP-- •14 " " • • • . • • • ' " • t !13., • •••; 6,,T0t011,11g 10/10/2012 14:03 3058855073 APC ENTER STATE OF FLORIDA DEPARTMENT OF OUOINESS AND PRWESSIONAL REGULATION CONSTRUCTION INUUSTRY LICENSING'BOARP 1S)40 NORTH moNRoE STREET TALLARAS SEE FL 32399-0783 CLARE, FASO aPC ENGINEERING ENTERPRISES INCORPORATED 2150 W 10TH AVE WESTON FL 33010 cdropratulatiOnsl With this kicense you become one of the nearly one million Flondians licensed by the Department of Business and Flrofesstonal Regulation, Our professionals and businesses range from architects to yaotot brbkers, from boxers to barbs:quo restaurants, and they keep Florida's economy strong, Every.day we work to improve the way we do busfness in order to serve. you better.l. ...• • • •,•:,• PAGE 02/06 (850) 487-1395 For Information about ow- services, please log onto www.rnyllorldalieensanCorro, t.;: • •;:`, There you can find more information about our divisions and Me .regiilati,ons that impact you, subscribe to department newsletters and team more about the Department's initiatives, Our mission at the Deportment is: License Bfficiently, Regulate Fairly, We constantly strive to serve youlxotter S filet You can sare your customers. Thank you for doing business In Florida, and congratulations OR your new license!' DETACIIHERE • • 7f. ".":VrE . • STAT 4dth: TX. PrEaff Li29.7)160.4i,s The EOFNQ Outakai4ok, 'NamecrlieloWIS cERTXVIZID .; Uttftt twils.rovisioua ,pat ohapt Xti,ort data AEG 31, _ 20,4 4 4l•o• '..t 1. ;• li . - . • ,APC RbiGINOJEWNG :Tiri4SORiC8j2S. • '. . ....1,..,;?f,,a.,;,4 : r :CLIARI__ .■*10164.44 ..:. ..': j :,:.. 7;.., ..iet-440 1, .26A31 rt .: An0,,k4Y 2150:W.OTH—Ale* • '':'..-•: - ..,..,.P,;f FL. 33O1 '....'''.i . . . , .. .:•• RICE ; SCOTT,. • I • . • • • 90.7-ER*OR , • • - baal,A.Y REOV.10 11 & Ay ,' • .KER.LAwsoN SECRETARY 10/10/2012 14:03 3058855073 APC ENTER PAGE 01/06 Miami Shores Village Building Department , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR 1$ A FLORIDA STATE CERTIFIED CONTRAGTOI3:, A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D • COPY OF WORKERS COMPENSATION LEITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER S. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: COMPLETE CONTRACTOR'S INFORMATION BUSINESS ADDRESS: cRI5O IA) /0 fhie CITY A (Aft ►' STATE Fir.- ZIP CODE 5/ BUSINESS PHONE: ( ) 716:37/ FAX NUMBER (0) 5371 CELL PHONE (a)5. )6.1/9'IR &7" QUALIFIER'S NAME IIfld 47D1i9agii a 04 QUALIFIER'S LIC NUMBER: '`� 1 Cf 8-1 6 a j 6 E-MAIL ADDRESS (1F APPLICABLE): do vi'd c/o C mad, cony" Created on 3119109 BY MLDV IRV 3P16IO9 MLDV Permit No: i/* / 7— /P6' Job Name: 2010 Miami Shores Vinage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Jorge Rodriguez 305 -795 -2204 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Permit No. Process No. 12 I "O"T Contrrlctoes Name A. P c E n o� n art ,n q v�+ Job Address °1 A N o I) • 1 0 2 64- �J Low Slope Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened The ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Ne Re-Roofing ❑ Recovering ❑ Repair ❑ Mortar /Adhesive Set Tile Wood Shingles/Shakes Are there Gas Ven Stacks? Yes Type: Natu '! . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) Act IV 344' Section B (Roof,'Ianl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scup scuppers and overflow drains. 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C_ 11_ 10 r 11. 11111 ...CI:..III.NIII.ss. . ■ ... CI.. C. I...E.. mfa. l 11:1: : : E ECC EC:Caa: C:: CCa ::: C C::E: C : SE : CC C::: E nmmusC: • U BJE " TO COMPLIANCE WITH ALL FEDE •. INICTIMIZIODWICHEE 123_01 -48 12/09 PAGE 2 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 REQUIRED 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 Otter 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 Testing /Calculation Documentation 123_01 -48 12/09 PAGE 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (lie component is not used, identify as 'NA') System Manufacturer d+r o.: P7 hi/CI. O Design Wind Pressures, From RAS 128 or Calculations: Pmax1 :— rPmax2:747 Pmax3: lc Max. Design Pressure, From the S System' NOA Deck Type: 6 Gauge/Thickness- Re Slope: %- • (J. �7 / Anchor/Base Sheet & No. of Ply(s): /.0O Anchor/Base h - Fastener/Bonding Material: insulation Base Layer. 4. �` Base Insulation Size and Thldmess: Base insulation FastenerBonding Material: / /i Top Insulation Layer. Top Insulation Size and Thcimess: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material ,r Ply Sheet(s).& No. of Ply(s): Sheet Fast /Bo ding M al: Fastener Spacing for AnchorlBase Sheet Atta ent Field: It ' oc @ Lap, # Rows 2` @i ' oc Perimeter. Co 'oc Lap, # Rows @i'oc Comer. to ' oc @ Lap, # Rows % oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocldng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indlcate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Ply eet enerA ng '1 Top Ply. Gj A qU Top Ply Fastener/ Bonding Material: _ / 4/ i .0 Surfacing: 123_01 -48 12/09 PAGE 3 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof Svsteml Roof System Manufacturer: Ran 5 6 N 1R'6 s £ 111c, Notice of Acceptance Number: 11 - 1031 0 t> 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: / P2: / P3: /O07 Maximum Design Pressure / (From the NOA Specific System): e6.6 Y Erg Method of tile attachment: 1'es S-e/ r F >e ,vs a'I gen.'s (`k Steep Sloped Roof System Description Deck Type: Roof Slope: 12 1 2 P14wood ype Underlayment: nsulaton: Fire Barrier: 100 ^ecks& ee4- Ridge Ventilation? IJo stoner Type & S cin : dhesive Type: ?Mgek Ci• (Zoo€ alb ype Cap Sheet: Mean Roof Height: 12 13`\ Pt oof Covering: Pict %giro double atm Type & Size Drip Edge: S 3 dole edge 123_01 -48 12/09 PAGE 4 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 Mrwith the values from M 1. If the Mr 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 (P1:_____ / z � t� (P2: i!<& . (P3:/.7x). omgnt Based Tile Calcula ons Per RAS 127" —Mg: t ' 61 =Mrr NOA Mci fo —Mg: i• 61 = NOA M — Mg: £. 6'f = Mr3 7 NOA 11� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below A1) .y NOA M Mr Required Moment Resistance` Mean Roof Height 15' 20' 25' 30' 40' — Roof Slope 2:2 34.4 38.5 38.2 39.7 42.2 3:12 344 38.0 37.4 39.8 4:12 `" 322 33.8 38.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 8:12 26.4 28.0 294 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 the 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" (Pr : z 1: = z w: = ) — W: a cos O: = Fr,: NOA F' (P2: aI: = z w:= ) —W cos 0: = Fr2: NOA F' (P3 : z l: = z w: = ) — W: z cos O: = Fre: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure Pl orP2 orP3 RAS 127 Table 1 or by an engineering analysis prepared by PE basedonASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplies NOA Restoring Moment due to Gravity M, NOA Attachment Rice Mr NOA Requited Moment Resistance Mr Calculated Mirdinmn Ate Rice NOA Rem Uplift Resistance F, Calculated Avesage Tile Weight W NOA The Dimensions length w= width NOA All calculations must be submitted to the Building Official el the time ofpemdtapplication. 123_01 -48 12/09 PAGE 5 9 MIAMI 1 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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.miamidade.gov/pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll 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# 10- 0706.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1031.03 Expiration Date: 12/16/12 Approval Date: 02/09/12 Page 1 of 6 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Hanson "Hacienda" Length; 1714" Width: 13" %4" thick Trim Pieces Length: varies Width: varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Test Product Specifications Description TAS 112 Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar- or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile, Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94-060B 94 -084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 Test Name/Report PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 PA 100 PA 102 PA 102 PA 102 PA 102 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 NOA No.: 11- 1031.03 Expiration Date: 12/16/12 Approval Date: 02/09/12 Page 2 of 6 Test Asency Test Identifier Test Name/Report Date Celotex Corporation 528454 -2 -1 PA 101 Sep, 1998 Testing Services 520109 -2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 TAS 112 09/20/07 American Test Lab of RT1024.01 -11 TAS 112 10/28/11 South Florida 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 NOA No.: 11- 1031.03 Expiration Date: 12/16/12 Approval Date: 02/09/12 Page 3 of 6 Table 2: Aerodynamic Multipliers -.6 (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Hacienda Tile 0.267 0.289 NOA No.: 11- 1031.03 Expiration Date: 12/16/12 Approval Date: 02/09/12 Page 3 of 6 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7": 12" or greater Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-1bf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 3.1.9 3.2.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headiap and fasteners are located a min. of 2A /2" from head of tile. NOA No.: 11- 1031.03 Expiration Date: 12/16/12 Approval Date: 02109/12 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.13 2 See manufacturees component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Pol oam Product, Inc. Avera• a wei. ht • er • a 8 • rams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProT"" 86.614 Polyfoam PolyProTM 45.5 pLarge paddy placement of 54grams of PolyProT'". 5 Medium paddy placement of 24grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-1031.03 Expiration Date: 12/16/12 Approval Date: 02/09/12 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 11- 1031.03 Expiration Date: 12/16/12 Approval Date: 02/09/12 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 Bordeaux 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.miamidade.sovlbuildiva/ 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 Section 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 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 wiII 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 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: Polyset® One Roof Tile Adhesive 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 renews NOA# 09- 0622.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI'DADE COU APPROVED NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date; 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing 07320 Roof tile adhesive Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polyset® One Factory premixed canisters MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test Agency Southwest Research Institute PRI Construction Materials Technologies, Inc. Product Description Single component polyurethane foam roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.95 lbsift 3 7.8 psi 15 PSI Parallel to rise 4.6 Lbs./Ft2 1.94 Perm / Inch +0.89% Volume Change @ 70° C., 2 Weeks 54.1% Test Identifier Test Name/Report 01 -1208 -025 ASTM E 108 FOP- 009 -02 -10 Physical Properties FOP- 009 -02 -01 TAS -101 FOP - 009 -02 -02 TAS -101 FOP - 009 -02 -03 TAS -101 FOP - 009 -02 -04 TAS -101 FOP - 009 -02 -05 TAS -101 Date 06/16/98 12/14/10 11/8/10 11/4/10 11/8/10 11/8/10 11/8/10 NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and 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 Polyset® One roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (-- F _W —) 2 F'— MS INSTALLATION: 1. Polyset® One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Pressure treated wood filler block shall be required on all cave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement 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 Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. MANMADE COUNTY APPROVED NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAILS BEAD W THE PAN CONTINUOUS WITH ADHEBNE ON DECK. CUT AWAY VIEW BEAD IN THE PAN CONTINUOUS WITH ADHESIVE ON DECK. PLACEMENT DETAIL # 1 NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 5 of 5 4 M M 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 I603 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 (AM). 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 request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Categorv: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield"' Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak Buster", MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix'" 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak Buster"' MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLASS #75 ��.. , Iii ■-' APPROVED Test Dimensions Specification 3, 5, 55 gallons 60 & 1001b, bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/0/08 Page 2 of 19 Product GAFGLAS ® #80 • ULTIMATM Base Sheet GAFGLAS® Flex PlyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTie Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator"M Nailable RUBEROW) SBS Heat We1dTM Smooth RUBEROID ® SBS Heat- We1dTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS HeatWe1dTM PLUS RUBEROID® SBS Heat- Weld7M PLUS FR RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39:37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D-6164 ASTIVI D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type UL Type 02 BUR Product Descriution Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 3937" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 . ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5I47 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Descrintion SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak Buster"' MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak Buster"' MatrixTM 602 Leak BusterTM Matrix"' 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCote"M FireOutTM VersaShield® VersaShield® FB-1S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak Buster "' Matrix"' 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak Buster", Matrix"' 202 SBS Flashing Cement Leak BusterTM jftjjTM 203 Plastic Roof Cement Leak BusterTM Matrix"' 103 Cold Process Adhesive Dimensions 5 gallons 100 Ib. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350sg ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Saecification ASTM D2824, Type 1 ASTM D312, TYpes l,n :f and IV proprietary ASTM D-412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric rooting membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Dimensions Leak BusterTM Matrix", 5 gallons 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardm Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck® Prime, Dens Deck Dura GuardTM Structodek SecurockTM Test Specification ASTM D 2824 Product pescription Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type 1 roofcoating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp, GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product • Name 1. Dri11 -TecTm #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofmg Fastener 2. Drill-Teem ASAP 3. Drill -Teem #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TeeTM Galvalume Plates 5. Drill -Tech Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Aaencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM 3B9Q1.AM J.I.ODOA8.AM J.I.ODIA8.AM 0Y9Q5.AM 3029832 GAF- 012 -02 -02 GAF -020 -02-01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 - TAS 114 4470 - TAS 114 4470 - TAS•114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Da 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 19 /x" 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 /ft2 =P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A ' N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, • Minimum Y2" thick N/A N/A EnergyGuardTM Perlite Minimum 3h" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A • N/A Note: All 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 ft&. 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, VersaShield®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID® Heat- We1dTM 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 -45 psf,, See General Limitation #7) NOA No.; 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® 1175 Base Sheet or any of above Anchor shots 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 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 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, RUBEROM® Mop Smooth, base sheet attached to deck with approved 1'/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 Dri1I -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 phi, See General Limitati ©n #7) Any of above Anchor 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 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-TecTM #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) Base Sheet (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROIDOD 20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 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.isq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 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 lbs.sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: (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. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibs./sq. and 300 lbs./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 Elastomeric Roofing Membrane, EnergyCotet® 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 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 "Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) When applicable: Steel plate only =S, plastic plate only =P EnergyGuardTM, EnergyGuardTM RA Minimum 13" thick Insulation Fasteners (Table 3) 1,2,or3 EnergyGuardTM RN Minimum 1.4" thick 1,2,or3 EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 EnergyGuardTM Perlite Minimum %" thick 1 S(3.5"), or 3 EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 Fastener Density /ft2 1:3 ft2 1:3 ft2 1:3 ft2 1:2 ft2 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLASa STRATAVENT® Eliminator"! perforated laid dry or a layer of EnergyGuardTM or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners When applicable: Steel plate only =S, plastic plate only P (Table 3) Any of the insulations listed for Base Layer, above. N/A Fastener Density /ft2 N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard, EnergyGuared Recover Board Minimum le thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved 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. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTm. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 11 of 19 Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® STRATAVENT® Eliminator Perforated(laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID ® 20 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 Ibsisq; (see General Limitation 114). Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® FIexP1ymi 6 ply 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 lbs. /sq. (See specification number for appropriate number of plies). 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 lbsfsq. (See GAF application instructions for approved method of installation). 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 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs.sq. or applied in a flood coat of Leak Buster"' 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- 40lbs.sq. 3. Leak BusterTM MatrixTm 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM Matrix"' 715 , Leak -Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric 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 lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building-Codes. Maximum Design Pressure: -45 psf; (See General Limitation 117) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 12 of 19 } Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: One or more Layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only P) (Table 3) Density /ft2 EnergyGuardTM RN, EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick N/A N/A EnergyGuardTm Mb. 1.4" thick N/A N/A EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 ' for insulation attachment. 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. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only 'S, plastic plate only =P (Table 3) Density /fe EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, or 3 1:3 ft2 EnergyGuardrm RN 1,2,or3 1 :3ft2 Minimum 1.4" thick EnergyGuardTM Composite, EnergyGuardTm RA Composite Minimum 1-.5 thick EnergyGuardTM Perlite Minimum 3/4" thick Fiberglas Minimum 'S /16" thick 3 1S(3.5 "), or 3 1,2,or3 1:3 ft2 1:2 ft2 1:2.67 ft2 Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 1:4 ft2 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 13 of 19 Note: Insulation panels listed are minimum sizes and dimensions; if Larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® STRATAVENT® Eliminator'' Perforated laid dry or a layer of EnergyGuardm Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutT' Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS FIexP1y" 6, GAFGLAS® STRATAVEN'T® ElhninatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID® 20 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.. If base sheet is applied-directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay • board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® FIexP1yTm 6 ply sheet, #80 ULTIMA''M, , 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 20-401bsfsq. 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 Buster"' Matrix"! 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 Buster"! MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"' MatrixTM 715 , Leak Buster"' Matrix"! • 322, TOPCOAT° MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofmg Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOATS' Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: -45 psf; (See General Limitation #7) RPPROVED� NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 14 of 19 Deck Type 1I: Deck Description: System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuardTM, EnergyGuardTM RA, Minimum 1.3" thick N/A N/A Wood, Insulated 19/32' or greater plywood or wood plank EnergyGuardTM High Density Fiberboard, EnergyGnardTM Fiberboard Minimum 1" thick N/A Fire Barrier: (optional) Base Sheet: N/A FireOutTM Fire Barrier Coating, VersaShields'Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. Install one ply of GAFGLAS #75, GAFGLAS° #80 Ultima ULTIMA' Base Sheet, GAFGLAS® STRATAVBNT®EliminatorTM Nailable or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill TecTM AccuTrac Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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) Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID° 20, RUBBROID° Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate 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) Drill -Tec'h #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill- `I'ecTM AccuTrac Plates in 4 rows 12" o.c. 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) Ply Sheet One or more plies GAFGLAS® PLY 4, GAFGLAS ?, GAFGLAS® FIexP1yTM 6 sheet, #80 Ultima or RUBEROID® 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 15 of 19 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 Ibs./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 Ibs.sq. or applied in a flood coat of Leak Buster"' MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheot adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq. 3. Leak•BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galisq. 5. Leak BusterTM Matrix"' 602 MB Xtra Elastomeric 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 lto 1.5 gal.lsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03%20/08 Page 16 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19132" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 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 Limttaton #7) GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 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-Tee" 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 psi,' 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 Ph" 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 oldie membrane. (Maximum Design Pressure —60 psi; 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 two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 • / , 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, 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) 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 lbsJsq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBERO1D° 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./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 Ibsisq. 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 Elastomeric 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 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/088 Page 18 of 19 4 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1h" Dens DeckTM or ' /a" 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 lbsisq., 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 Ibf. 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 accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19