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RF-13-1744 s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-201080 Permit Number: RF-8-13-1744 Scheduled Inspection Date: October 15, 2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: AGUIRRE, HORACIO Work Classification: Tile/Flat Job Address:620 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060172000 Project: <NONE> Contractor: ISTUETA ROOFING CORP Phone: 3061266-1011 Building Department Comments RE ROOF TO NEW TILE SYSTEMS AND FLAT SECTIONS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-200968. CREATED AS CH REINSPECTION FOR INSP-196473. Replace broken tile Missing renailing affidavit Failed ���✓� '����/'�� �.�����%� Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 11,2013 For Inspections please call: (305)762-4949 Page 22 of 25 .R. Lab Report No. 121864 FLOMDA 764C Providing Solutions to the Roofing Industry C.A.#:26095 Lab Certificate:09-0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PRoPERTYADDRESs: 620 Grand Concourse,Miami PERMITNo: RF 8-13-1744 owNER:_ Oracio Aguirre ROOFING sQUARES• 52 CONTRACTOR: Istuetta Roofing RooF PPPCH. 4:12 TILE TYPE: Flax INSPECTOR INITLAL . AB ATTACHMENT.• P2b foam TEST DATE: 10/0412013 Testin E ui ment:Di ital Chatillon DFIS 200 Test Tebutatfon Required Testing Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 40-49 Passed 80-89 Passed 10-19 Passed 50-59 Passed 90-95 Passed 20-29 Passed 60-69 Passed 30-39 Passed 70-70 Passed THIS ROOF HAS:PASSED FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. Front 3 2 1 / \4 5 6 7 // \, 12 It 1 9 51 17\ \ // 493 `� . 48 54 \5 25 14 �\`T' \_ 47 g2 4 5 89\\ 90 18 / 42 41\ 24 \..\ 45 5683 36 \\39 40 \�91 19 60 '58 81 95 3 1'yg / / 23 6$ \ / 84 37 94 92 20 28 61 69 80 22 34 67 85 93 38 21 62 70 79 32 \33 66 86 31\ 71 63 78 65 87 Reviewed by: / 74 e ona.P.E.-Li 17138 10735 SW 216x'St. Tel:(305)256-4550 Unit 416 Miami,FL 33170 www.floridatec.net Fax(305)256-6833 a 51;° s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Jrp Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# /00C- e�100- DATE:— 520/Aer _2013 INSPECTION AFFIDAVIT licensed as (n)Contractor/ ngineer/Architect, (Print name and circle Ucense Type) FS 468 Building Ins License#: 2 ` On or about e�a 4e�- Aw"", 0,1 %W467 , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at e�® e-1 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of JOSE ALEJ® Notary Public,Sate of Florida at Large =•; *: MY COMMISSION#EE1.34019 EXPIRES September 28,2015 (907 3l�01e3 FbrldaNOta bo.aom. 'General,Building,Residential,or Roofing Contractors or any in MMdual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection Revised on 5/2112009 ri �l �. �HH�9 YH9�� 11lFaE6�l�� B� �IS�I C FN 2013R��&1 a731.ate-.. ~ OR Bk '8755 Ps 09169 (1pa) RECORDED 08/06/211 3 10a33a03 HARVEY t UVINY CLERK OF COURT NOTICE OF COMMENCEMENT MIAMI-DARE COUNTYP FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST PAGE PERMIT NO TAX FOLIO NO,49�jc2t 6-O//' 2000 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 Q Is provided in this Notice of Commencement. Space above reserves,1pfor use of recording office 1.Legal description ofBrgperty d streettaddr GG/144 4045 2.Description of improvement: 3.Owner(s)name and address: �v r2roid Interest in property: c * y� Name and address of fee simple titleholder ti 4.Contractor's name,address and phone nurnber �' t < 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 Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number j ew 8.In addition to himself,Owners designates the followin 4 g g person(s)to receive a copy of the LIsnor's Notice as provided in Sect( 713.13(1)(b),Florida Statutes. I,. Name,address and phone number I �x 9.Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different data Is specifle* WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDD IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWIC :R IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFO E'J FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENDING OR RECORDING YOUR NOTICE OF COMMENCEMENT. d49 Signature(s)of Owner(s)or Owner(s)'Authorized Offlcer/Director/Partner/Manag Prepared By Prepared By Print Name Print Name Title/Offlce Title/Offlce STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of By 9 Individually,or C3 as f�t 0 or ❑Personally known,or ❑p educed the follovAng type of Ident Signature of Notary Public: Print Name: SEAL ; Q VERIFICATION PURSUANT SECTION 5 O A STA EXPIRES July 28 2017 Under penalties of perjury,I declare that I have read the foregoing an )398-0153 Roridanrotaryserwe.co�n that the facts stated in it are true,to the best of my knowledge and belief. Signature s)of Owner(s)or Owner(s)'s Authorized Offlcer/Director/Partner/Manager who sigped abov . By s By r !S t-r9 Al�L rra• 125.01.62 0 e t/ � � r Miami Shores Village A 3 ® �a s3 DS�j Building Department a Yaamaoamm®®����®®����� � " � 90050 N.E.2nd Avenue Miami Shores Florida 33138 \(J Tel:(305)795.2204 Fax: (305)756.8972 V INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING Permit No. O® PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 6 2d a ltd &,olf M 1-51•0- City: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated:Yes NO Flood Zone: r OWNER:Name(Fee Simple Titleholder): �"�� �'LC l �"-�- Phone#:L�d 06/j -T"99?6 Address: / �Iwot d City: dta sec gjuj -e State: Zip. 313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: e P 4-- r Z&P, Phone#: [!rO-;X 6 06 f 49 Address: 7�b I A' ail 7 5d�° City: State Zip: /a Qualifier Name: •fie s'f U-e Phone#:00/� co t 0 r State Certification or Registration#: MA 67•x`4/7�^!7 Certificate of Competency#: Contact Phone#:(���e� '® _Email Address: &11 A`F sou a(,&- DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew M%epair/Replace ODemolition Description of Work: a� Color thru the: o`rL s W IS I S.- xx xxxx x xx x x xFees x m xx x x x x Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address city State lap Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature r or Agent Contractor The f jeoi g•n ment was ackn wledged befor me this The oin instrument was acknowledged before me this day o ,20 ,by A� day o ,20�by F: , who is person known to me or who has produced who is personal known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Y6L-k Sign: Print: Y"`' PATRICIA BARNES °� `r" `� RICIA BARNES .=o� �'••. Print: '«•' �AY COMMISSION#FF017885 « ?* COMMISSION#FF017885 EXPIRES July 28.2017 My Co :9; i �' My Com e _?,a�•,.• ••.rFOP��?.•°' EXPIRES July 28.2017 (407)398-0153 FloridaNataryService•com (407)398.0153 F1or1daN0taryServ1ae.c0m �knkakakaksk�k�kik�kakik�ksk�kak�H��k�l:�k�k:ksk:ksk�ls skskHa ik:k�k sk�sk�ksksks kH��k�k�kik�k�ksk�ask�kHsHaXs�z:k�IsHsik�sk�,Isaksk,ks k,kskx:�k:kak�k�Hiaksks laa�asks k,kskskaRak�iksk sksk�k�ksknk�ksk�Iaa�a�k�2sa�a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ,g TALLAHASSEE FL T STRFLT32399-0783 ISTUETA, JOSE FRANCISCO ISTUETA ROOFING CORP 7501 NW 7TH STREET MIAMI - FL 33126 STATE OF FLORwA AC#6 2 30 30 cn ongratulationsl With this license you become one of the nearly one million DEPARTMENT NT OF BUSINESS AND oridlans licensed by the Department of Business and Professional Regulation. I'RO?ESSTpl REGULATION ur professionals and businesses range from architects to yacht brokers,from )xers to barbeque restaurants,and they keep Florida's economy strong. CCCO54759 07/27/12 126001612 iery day we work to improve the way we do business In order to serve you better )r information about our services,please log onto www.myfloridalicense.com. CERTIFIED ROOFING CONTRACTOR isre you can find more Information about our divisions and the regulations that IST.UOTA, 00119 AvANCIS!CO ipact you,subscribe to department newsletters and learn more about the ISTUETA f 66# G Cb1tP j apartment's initiatives. ar mission at the Department is:License Efficiently,Regulate Fairly.We I j instantly strive to serve you better so that you can serve your customers. zs C>?RtTIg�BD tye prciviaione at ca.489 �s ; lank you for doing business in Florida,and congratulations on your new licenSel 2014 � X+120727.489 amsraeaoa "tai' fi'=31, i DETACH HERE 6230302. STATE OF FLORIDA DEPARTMENT OF A$SINEIS T PROFESSIONAL REGULATION CONSTRUCTIpN 1 1'U TRY LICENSING BOARD SEQ#LI2072700936 : LICEN68 NBR 2' 01 60016 la : .0 C054759 I R;O0FZN'G CONTRACTOR ; led below IS CERTIFIED ier the provisions of Chapter 489 r$,. Uration date: ISTURTA, 40pSE FRANCISCO ISTUBTA ROOFING CORP 7501 N.W. 7TH STREET MIAMI FL 33126 1 RICK SCOTT KEN LAWSON i GOVERNOR Qr0VRmaAV i FIRST-CLASS U.S.POSTAGE PAID MI MI,FL PERMIT NO.231 260321-6 THIS IS NOT A BILL_DO NOT PAY RENEWAL BUSINESS NAME/LOCATION RECEIPT NO. 273091-0 ISTUETA ROOFING CORP STATE# CCCO54759 7501 NW 7 ST 33126 UNIN DADE COUNTY OWNER ISTUETA ROOFING CORP Sec.Type of BusUtos WORKER/S 196 SPECIALTY BUILDING CONTRACTOR 35 THIN IS ONLY A LOCAL SUSOIESS TAX RECEIPT.IT DOES NOT PERMIT THE .HOLDER TO VIOLATE ANY ZONING uxWOOFF� DO NOT FORWARD COUNTY OR CITIES. NOR IgES IT EXEMPT THE HOLDER FROM ANY OTHER �-PERMIT RE BYLAW.THIS LICENSE ISTUETA ROOFING CORP NOT A CERfIFICATWN OF THE HOLOE"oUALIFICA- JOSE FRANCISCO ISTUETA 71ONS' 7501 NW 7 ST PAYMENTRECFwED MIAMI FL 33126 MIA!"ADE COUNTY TAX COLLECTOR: 07/12/2012 6090000017 lltilf�itlft/f1li}1}+ytlifii�tl�f�ifiii���1i11 3iififyl �i�1 000200.00 SEE OTHER SIDE r ' e ACCOREP® CERTIFICATE OF LIABILITY INSURANCE 2�E(MWDD"3 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Laura Buratt NAME: Frank H. Furman, Inc. PHONE (954)943-5050 Fax C .(954)942-6310 1314 East Atlantic Blvd. EMAIL .laura @furmaninsurance.com F. 0. BOX 1927 INSURER(S)AFFORDING COVERAGE NAIC# Pompano Beach FL 33061 INSURER AAmTrust Int'l Underwriters Ltd 08072 INSURED INSURER B:TraVelers Property Casualty Co 25674 Istueta Roofing Corporation wsuRERCBrid efield Employers Ins Co 10701 7501 NW 7th Street INSURER D: INSURER E Mismi FL 33126 INSURER F: COVERAGES CERTIFICATE NUMBER-2013-14 GL/WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AD L S LTR TYPE OF INSURANCE POLICY NUMBER MMIDDDY EFF POLICY EXP LIMITS �LILIAMtM EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE T RENTED 100 000 PREMISES Ea occurrence $ A CLAIMS-MADE FXI OCCUR PAL1042733 00 /1/2013 1 ^ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- LOG $ AUTOMOBILE LIABILITY Ea COMBINED SINGLE LIMIT 500,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 7A873964 0/8/2012 0/8/2013 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION $ C V1tORKf�S3�0 Y�1P-ENSATION-) WC STATU- OTH- ANBEINPLOYERS't(ABIL7T 1� YIN X TORY LIMITS FIR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? F—] NIA (Mandatory in NH) 3040491 /1/2013 E.L.DISEASE-EA EMPLOYE $ 100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN VXLLAG (mow -MT�HOgRS` ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE Dirk DeJong/LB ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025,gmnrim m Thu Arnion nama and Innn arc ranlafarcr(marlrc of ArnPn kx'+ � II SDM Florida's Most Tn d R00%r S/nce 1985 Date:July 30,2013 Village of Miami Shores Building Department Ref: Horacio Aguirre 620 Grand Concourse Miami Shores, FL 33138 Re-Roofing Cost: $46,982.00 According to Hurricane Mitigation Retrofit for Single Family Residential Structures, Rule:96-3.0475 Section 201-3 Roof-to-wall connections shall not be required unless evaluation and installation of connections at gable ends or all corners can be completed for 15%of the cost of roof replacement. - Removal of plywood 5/8 and sheetrock(interior and/or exterior) around structure. - Place or replacement of straps and anchors of roof to wall connections. - Re-nail w/8" d.straps and anchors on roof to wall connections. - Replacement of plywood 5/13 and sheetrock. - Total cost of labor and material$16,132.00 If retrofit is done as per rule guidelines$16,132.00 will exceed 15%of replacement cost. Roof to wall connection should not be required. Jose F. Istueta/Istueta Roofing Corp. CCC054759 Delivering Top Value and Service to a Deserving Clientele 7501 N.W.7th Street,Miami,FL 33126 1 Ph:305.266.1011 J Fax: 305.266.6484 E-mail: info@istuetaroofing.com I www.istuetaroofing.com CCC 054759 i' K47 Ir Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form -------- Section A (General information) Master Permit No. Process No. m /? Contractors Nae -e� =- 'f 'a'P , Job Address 1101"161 yw A'f e®u r-3 a Uj ROOF CATEGORY Q Low Slope ❑ Mechanically Fastened Tile L'1 Mortar/Adheslve Set Tile Uj Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles v 13 Prescriptive SUR-RAS 150 Are there -_ Gas Vent Stacks a� ROOF TYPE Type: Natu�ral0o LPGXO n 0 � ❑ New Roof Re•Rooflng ❑ Recovering ❑ Repair ❑ Maintenance E `-' :5 ROOF SYSTEM INFORMATION LU d. ® LQ Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) Section B (Roof,Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include. dknensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets, Ads or eM 6 V1 1�4 £rvv J ri i Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Slowed Roof System) Roof System Manufacturer. f /2,t Notice of Acceptance Number: 2^ ®zz z_ . 05- Minimum Design Wind Pressures If Applicable From RAS 127 or Calculations): P1: � P2: 1-4 U P3: a Od' 2 M a Fcoo M Maximum Design Pressurey� /r,D From the NOA 3 clflc Syste m Method of the attachment: CGS P - p Steep Sloped Roof System Description Deck Type' A-) u-L � .31' e ., ype Underfayment; . Roof Slope: Pe ` nsulation: Fire B Ur:.. Ridge Ventilation? astener Type&Spacing:�/Vkof�- u y,g �p� " 1''Pal ti d�a P. dhesive Type ype cap Sheet: e- l t'ee- Covering: Mean Roof Height: 22 rfe 0 ( --- Type&Size Drip Edge: a i.y� , d e.P r t c t Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compared the values for M,wlth the values from M#.U the Mr values are greater than or equal to the Mr values,for each area of the root,then the tale attachment method is acceptable. (' Method 1 "Moment Based Tile Calculations Per RAS 127' (P1.7 =)._tj 1 X' ■ 1.2,OA3 -M8: 7,y °h'4: $r�- NOA (P=: �[:x "11 s 21,3�l_'Mg: '7,`�/ _ /�. P NOA 11h '•�. (P3; ®o :A /3 = alp�►1-Mg:7 9/ _ O NOA Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below NOA A* M,Required Moment Resistance' Won Roof RO ght IV 20' 2r 30' 40' 2:12 so SU 3L2 312 lu so 36.0 412 30A 32.2 33.8 L12 nA 30.1 31.6 L-12 X4 28.0 30J 32A :1 •Mait be aced in conjunction with a list of moment based the 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 F,values,for each ores-of the roof,then the the attachment method is acceptable. Method 3"Uplift Batted Tile Calculations Per RAS 127' (P::._:1:__,._z w:____,-W:._:cos ti:_¢ Fn:_ NOA F (P=:_Y1 =___ x w:=_ )-W:_zcos@ Fn:_ NOAF' w:_—J-W:_=eds8:—= Frs: NOAF' Where to Obtain Information Description Symbol Where to find Deep Nrm—=F_F1­orM­or7J LU 127 Table or by m by PE G Zo—n BW 7 Mean Rod Mjbt H X Roof Skoe e Job site I NOA Meanest dw 1b 01xvity N A Mr NOA ROA Reeld OM F OdWded &yMaTileweWd W NOA A W-Wift mmtbe tothe at t Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Se� E (Tile Calculations) For Moment based tale system`,choose either Method 1 or 2.Compared the values for M,with the values from M*U the M,values are"ter than or equal to the Mr valves,for each area of the roof,then the file attachment method is acceptable. �/'� p Method 1"Moment Based Tile Calculations Per RAS 127' (Pi:""�+• iz�' e -MS: 7�'l'�-Mr,' NOA; (P,:-, f� E 7�.• ( s 2 2 3 = : - ,bye ?O� NOA (po- z x .- tdL. Mg: ' - ► NOA M, Method 2"Simplifled Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below NOA M, M,Required Moment Resistance* Um Roof Height Roof slops 1b' 201 2F 30' 40' 2:12 34A su X2 5:12 UA SOO 313 *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 tilt 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 F,values,for each area-of the roof,then the the attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127' w:-_._J-W:r,zcos8:_- FN:_ NOAF z coo 6:_- Fa:_ NOAF' Fn:_ NOA F' Where to Obtain Information Descripflon Symbol Where to find or or T or - on 7 Mcan RodMW lob Site Roof SWe e lob ft NOA RaWing Messaot do is UMVW A NOA r ROA F &V=Tue W NOA Tile Dimaxious I.k%* A w-wk lh All nnmtbo to the � W 12710 EFFECTIVE MARCH 2012 2010 FBC HVHZ ROOFING APPLICATION STANDARD RAS-127 TABLE 1 - RISK CATEGORY 11 EXPOSURE CATEGORY "C"' a MINIMUM.DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd (1)j, PERIMETER [Pasd (2)2], AND CORNER [Pasd (3)1 AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 ROOF SLOPE �F >212-to-5.61:2 > 6:1.210:512.'1. ROOF MEAN HEIGHTS Pasd.(1>) FFa s tl (2) Pasd (3) -,Pasd j') Pasd (2-)&Pasd (4�,) F � fX Z.8 52:3 > 25'to 5 30' -42.4 -73.9 109:3 4:6.4 -54.3 > 30' to 5 35' -43.9 -76.6 -113.2 -48.1 =56:2 > 35' to 5 40' F 745.1 F-78.7 -116 3 -49.4 -57.8 TABLE 2 - RISK CATEGORY V EXPOSURE CATEGORY "D"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd (1)], PERIM=TER [Pasd (2)], AND CORNER [Pasd (3)] AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED i ROOF SLOPE > 2:12 to :5 6:12 > 6:12to _: 12:12 ROOF MEAN HEIGHT Pasd (1) Pasd (2) Pasd (3) Pasd (1) Pasd (2) & Pasd (3) :5 20' 47:.0 81:9 121.0 -51.4 -60.1 > 20' to 5 25' -48..8 -85.0 125.7 -53.4 -62.4 I > 25' to 5 30' =5'0.3 =87.7 -129::6 55 Q 64.4 __..._ > 30'to 5 35' =5'1.5 -89.9 F-1 32.7 F-56 -65.9 f �> 35' to 5 40' ( ;52.7 =91;9 ( =1�35'.8�(�-57.7 -67.9 CALCULATED IN ACCORDANCE WITH ASCE. FOR HIP ROOFS WITH SLOPE 5_5.5:12, Pasd (3) SHALL BE TREATED AS Pasd (2) �.Ppsd = 0.6 Pult asd: allowable stress design alt: ultimate (calculated design pressure) t Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Hoof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (If a component is not used ' e ify as"NA") p A I Field:_ P"oc @ Lap,# Rows "oc System Manufacturer: moo` ° Perimeter: "oc @ Lap,# Rows @ O"oc NOA No.: tea '"° 4d?161-0 2 Corner. "oc CAP Lap,#Rows @—6"oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fastwiers Per Insilatinn Board !:1: ;A Pmax2: Pmax& /®� PmaxY Field Perimeter Corner Max.Design Pressure, Fpm 2ta Specific NOA Illustrate Components Noted and Details as System: _ Applicable: Deck: Woodblocking, Gutter,Edge Termination, Type: �� _ Stripping, Flashing,Continuous Cleat, Cant Strip, Base Flashing,Counter-Flashing, Gauge/Thickness: Coping, Etc. Slope: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing,Component Material, Anchor/Base Sheet&No.of Ply(s): lAi 7� Material Thickness, Fastener Type, Fastener Anchor/Base Sheet Fastener/Bonding Material: Spacing or Submit Manufacturers Details that �t�'!tf'�tTi�lP� ,� • Comply with RAS 111 and Chapter 16. Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material- e n � D Top Insulation Layer: - ` `U wb fight Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Mater al: COMO., FT /W (/J Mean Roof Base Sheet(s) & No.of Ply(s - � Height Base Sheet Fastener/Bonding Material: y See' (MI 6-r Ply Sheet(s)&No.of Ply(s): Ply Sheet Fastener/Bonding Mate l: Top Ply: Z --G-4P C.I n V 1 Top Ply Fastener/Bonding Material: / see i 01A L& Surfacing: R14S.128 10 EFFECTIVE MARCH 2092 2010 FBC HVHZ ROOFING APPLICATION STANDARD RAS-128 FOR LOW SLOPE ROOFS TABLE 1 -RISK CATEGORY II EXPOSURE CATEGORY"C"y' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF .-FOR FIELD [Pasd (1)2], PERIMETER[Pasd (2)9,AND CORNER[Pasd (3)2] AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 -MEAN HEIG JBEI OW} ti d.(4)-FIELD Patd_( )_PERIIgIETER Pa§d"(3) CORNER f 0�8____ 25' -44:8 75:1 11:3'..0 7 i 30: -46:4 -77.8 �F -1 17.2 35' -48.1 T -80.6 -121.3 40' F-49.4 -82.9 -124.7 i TABLE F - RISK CATEGORY 11 EXPOSURE CATEGORY MINIMUM DESIGN WIND UP:IF PRESSURES' IN PSF j FOR FIELD [Pasd (1)], PERIMETER [Pasd (2)y, AND CORNER [Pasd (3)1 AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED' ROOF.-MEAN HEIGHTS(BELOW) Pasd (1) FIELD Pasd (2) PERIMETER Pasd (3) CORNERS 20' -51.4 -86.2 ~ -129.7 3 25' -53.4 F-89.5 -134.7 30' -55.0 -92.3 -138.9 35' -56:4 [--94.:5 142.3 40' F -5.7.7 96.8 145;8 f t°OALCULATED IN ACCORDANCE WITH ASCE. ?'Pasd= 0.6 Pult asd. allowable stress design colt: ultimate(calculated design pressure) t �♦ Owner's Notification Form HVHZ 2010 MLAMF "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. P ar1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane e for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v ed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofin g system is removed. Ponding conditions should be corrected. Z6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the for of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: Date: Contractor's Signature: 1 Permit Number:_771 Property Address: e, 1 y r r MIAMI. ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/sera aI Roo0g,L 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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:�y - o rvte---Wo`o TIte-1 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 and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera.. M1,4M4�1oe CouNTY f� Ex�on�ate�4)U/I77 o P ROVED Page 1 of 8 t ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high- w= 13" pressure extruded concrete roof tile 1-5/32"thick Slate equipped with two nail holes. For 1-9/32"thick Shake& direct deck or battened nail-on,mortar Split Shake set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, Width:varies concrete roof pieces for use at hips, varying thickness rakes,ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied_ 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.:12-0222.03 MIAMFQADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 � e The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994 Inc. R2.894 TAS 112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 NOA No.:12-0222.03 MIAMFGAD,COUM77 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) 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 Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -X(f e) Tile ),(ft) '% (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 Slate, Shake&Split Shake NOA No.: 12-0222.03 MuRh�Enuwe CI Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3":12" -4-_:42 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 T--9V, 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2.#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 (Ea ve Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. NOA No.: 12-0222.03 MIAMFD�IDE ColJN71r Expiration Date: 04/26/17 JAPPROVEDI Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Y Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Polyfoarn Pol ProTm um m Slate, Shake&Split Shake Pol oam Pol ProTm 40.4 3 a - - s� P _ 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monierl-ifetile Saxony 900 Mortar Set 43.9 Slate, Shake&Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT) LOCATED UNDERNEATH 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.:12-0222.03 MIAMMADE COUNTY Expiration Date: 04/26/17 ,...• Approval Date: 04/19/12 Page 6 of 8 a PROFILE DRAWING NAIL HOLES • • 16/32°(date) 19/32°(shake) 17" OVERLAY 13" WATERLOCK SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.:12-0222.03 MIA E COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 e_ ^e MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SIIAKE MODEL END OF THIS ACCEPTANCE NOA No.:12-0222.03 MIAMFWIDECOUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 4 { r HI� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTI EPTAN OA www.miamidade.goy/economy 7575 Irvine Center Drive,Suite 100 ine,CA.92618 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 RER-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. RER 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 inc Hi Velocity-Hurricane Zone of the Florida Building Code. DESCRIPTION; 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#12-0417.06 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MiAhlt`OiADE N(�A�= 1=��13�1 • Emir tia> 11�s :- 2/3� 1"7 ApprovlDate:-41ZtQ1i3--- Page 1 of 4 1 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product .Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(I) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NOA No.: 12-1219.01 Mt APPROVED ouMY Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-1219.01 �,,,, Co�A�TY Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below APPROVED' END OF THIS ACCEPTANCE NOA No.: 12-1219.01 JAPPR Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 4 of 4 MIA • r MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) PRODUCT SW 6 Street,ROL SECTION BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamLdade.aov/i)era 3M Camp> IM Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3 �a ,,,r _z.�,Q, „__rte }eh�•r; � ft 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 and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. - -- MIAMF[agDECOUNTY EX[�iti —e - ,...O 4pr6ilaLl)<me-i-0/X42 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water-Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMIwecouN7�r Approval Date:05/10/12 Page 2 of 7 a Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test A2encv Test Identifier Test Name/Repo rt 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 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in-accordance with TAS 101 with section 10.4 as modified herein. F' W 2 F'= MS NOA No.: 12-0228.18 Expiration Date:05/10/17 MwMbw�C�; Approval Date:05/10/12 Page 3 of 7 P INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles 1 #3 1 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 Mwht�•om�aecouNr�r Approval Date:05/10/12 Page 4 of 7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Paddy(Beneath Tae) Nall through plastic cernerd Paddy(8000 1110) Undedaymetd undeftyKnund 1 1 Tin , 101n. 21 6reCouna3 . Fa cla Em CeLm FaSda W°ephde Eeve course only. Em own one. Eeve closure Eyre Cbshue Keep adhesive approx. Keep adhoM approx. Bdp� 4 hG uptram we°phol� 4 in.up from weepholes Nail through plastic cenreM PBS Rened Toe) 1)Place enough adhesive to addeve 17 to 29 �p 4s foaPPkd oes Nag through plastic hremerd underiartent square Inches in contact with the pan ale 2)Turo can upside down.Placeadhe°hre 112 In. To 1 In.From outehie edge of ooverdie. Then roll the Co. o Undedayment lob �2 m. Ereve Comes i EneClosmw Eave ccuree onry: Re 1, fo pw olesh �prox 4 in.up Fasda of the save - Sheathing worse cm tk Abut to second cow of p� Pon ahwh.Erroare s ar ernl of Pohd� pan aral coverales are flush ateareghre. ofab Eeve domae Weep hoY Fritts ( ) NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMFIaRD;COUNIY Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy Pan"111e) Nail through plastic cement Paddy(Beneath THe) UndedaymeM ° - Undedaymerd 1 1 ° Q 7 in irk 2 in. 7 In. i, Eave Coarse ° o Fascia Fascia Weephole Eave Couree Eave closure Eave Closure Drip edp Nail through plastic cement Paddy(Beneath Tile) Underlayment ° rr.. ° Eave Closure Ewe Coursse Fascia NOA No.: 12-0228.18 M"PDADECOUNTY Expiration Date:05/10/17 ... a Approval Date:05/10/12 Page 6 of 7 � e ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under file (between tile) Underlayment Single paddy between file Paddy 2 In.x 7 In.medium (under tile) size paddy save course only Single paddy * in.x 3 In. 3 I• under tile / I x 31n. Single 4 in. 2 in . Single paddy on 2 in. 4 In. under- paddy layme under- �rt ° layment Single paddy Fascia Eave course on top of the Weephole Single paddy 21n.X 71n.medium Eave Eave closure on top of file size paddy save Coume Drip edge Fascia course only Nall through plastic cement Single paddy under Ole Single paddy between Ole ° f� 3 in.x 3 in. 41n. Single/paddy ° on undedayment 2 n` Single paddy Eave Closure on top of file 21n.x 71n.medium Eave Course size paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 MIAMM�IDE COUNTY Expiration Date:05/10/17 � Approval Date:05/10/12 ;qj Page 7 of 7 MIAM�� ►�L'i1W MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION ( R) 11805 SW 26 Street,Room 208 Miami,Florida 33]75-2474 T(786)315-2590 F(786)315-2599 ICE OF CEPTANCE OA www.mianjidadexoy/economy 150 Lyon Drive Fernley,NV 89408 S P . 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 RER-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. RER 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 descri and has been designed to comply with the Florida Building Code including the Hi urricane Zone o i 'x Code. DESC PTI :P y ass Self=Adhere oo em over o eck LABELING: Each unit shall bear a permanent la a manu ac er'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# 11-0425.07 and consists of pages I through 26. The submitted documentation was reviewed by Alex Tigera. E APP"val-Date:-i M/M Page I of 26 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastobase 65' 2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. Elastobase P 5' 2"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type l sheet. Elastoflex SA V FR 32' 6"x 3' 3-3/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified (1.5-mm) Type l bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 32' 6"x 3' 3-3/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified PLUS FR Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V(1.5- 32' 6"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified mni) Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 32' 6"x 3' 33/g" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified PLUS Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' 6"x 3' 3-3/8" ASTM D 6164, Self-adhered,polyester reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Elastoflex SA P 32' 6"x 3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P 32' 6"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 6"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko SBS SAP 32' 6"x 3' 33/s" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. cm NOA No.: 12-0815.07 Expiration Date: 10/11/13 Approval Date:09/27/12 Page 2 of 26 I 2007• ROOFING MATERIALS AND SYSTEMS DIRECTORY 380 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT) Roofing Systems (TGFU)—Continued Roofing Systems (TGFU)—Continued Membrane: One or more layers "DUFLEX", "DUFLEX G", "POLY- Membrane: 'TOLYALU',"POLYRAM","DUFLEX G FR","POLYFLEX BOND","POLYBOND G","POLYFLEX"or"POLYFLEX G"(modified G FR"or(modified bitumen),heat fused. bitumen),-heat fused. 26. Deck:C-15/32 Incline:I Surfacing: Fields"F350 Heat Shield Aluminum Coating"or"F630 Heat Insulation: 1/4 in.thick G-P Gypsum DensDeck®,perlite,wood fiber Shield Fibered Aluminum Coating",1-1/2 gal/sq. or glass fiber,l in.,mechanically fastened. 19. Deck:NC Incline:1/2 Ply Sheet::Type G2,mechanically fastened. i Barrier Board: 1/2 in.gypsum board. Membrane: POLYFLEX",heat welded. Insulation: Polyisocyanurate,any thickness. Surfacing: Money Products "Endure Aluminum Roof Coating", Base Sheet(Optional): Type G2,"ELASTOBASE","ELASTOFLEX V" "Weather Check"or"Pro-Grade Aluminum Roof Coating",1.5 gal/sq. or"DUFLEX". 27. Deck:NC Incline:1/2 Membrane: "POLYFLEX G FR", "DUFLEX G FR" (heat fused), Barrier Board: 1/2 in.gypsum board. "ELASTOFLEX G S6 FR"(hot mopped),'TLASTOSHIELD TS4 FR"or Insulation: Polyisocyanurate,2 in.max. "ELASTOFLEX VG FR"(heat fused or hot mopped). Base Sheet: One or more plies Type G2. 20. Deckc C-15/32 Incline:l . Membrane: "ELASTOFLEX VG FR",heat fused or hot mopped. Insulation: 1/4 in.thick G-P Gypsum DensDeck®,perlite,wood fiber 28. Deck:C-15/32 Incline:No Limitation or glass fiber,l in.,mechanically fastened. Base Sheet: Type G2,mechanically fastened or hot mopped. Ply Sheet; Type G2,mechanically fastened. Ply Sheet: Type G2,hot mopped. Membrane: "POLYBOND", "POLYFLEX" (modified bitumen), heat Membrane:. 'POLYALL PLUS",'TOLYRAM PLUS" or"POLYSTEEL welded. PLUS-,heat fused. Surfacing: Monse Products "Endure Aluminum.Roof Coating", 29. Deck:anon: 2 Incline:ur Limitation � 8' Y g Insulation: Polyisocyanurate or polyisocyanurate composite (2 in. "Weather Check"or"Pro-Grade Alun-drium Roof Coating",1.5 gal/sq. min,), glass fiber (7/16 in. min.),perlite (3/4 in. min.) (mechanically 21. Deck:NC Incline:1/2 fastened or hot mopped). !I i Insulation: Polyisocyanurate, perlite,glass fiber or wood fiberboard, Ply Sheet Type G2,hot mopped. I any thickness. Membrane: 'POLYALL PLUS",'TOLYRAM PLUS" or"POLYSTEEL Base Sheet On ply Type G2,hot mopped or mechanically fastened or PLUS",heat fused. "ELASTOBASE",heat fused,hot mopped or mechanically fastened. 30. Deck:NC Incline:No Limitation j I Membrane: "ELASTOFLEX G S6 FR"or"ELAMMHIELD T54 FR;' Insulation: Polyisocyanurate,polyisocyanurate composite,perlite,any I hot mopped or heat fused. thickness,mechanically fastened or hot mopped. 22. Deck C-15/32 Incline:1/2 Ply Sheet •Type G2,mechanically fastened or hot mopped. Base Sheet One ply Type G2 or"ELASTOBASE",mechanically fas- Membrane: "POLYALL PLUS TOLYRAM PLUS" or"POLYST'EEL tend. PLUS",heat fused. Ply Sheet One ply Type G2, hot mopped or "BLASTOBASE", hot 31. Deck-1-1/2 T&G Incline:No Limitation mopped or heat fused. Base Sheet•Type G2,one or more layers,hot mopped,loose bind or Insulation(Optional): Polybocyanurate, perlite,glass fiber,any thick- mechanically fastened. ness. Insulation: Polyisocyanurate,1.5 in.min. Membrane: "ELASTOFLEX G S6 FR"or"ELASTOSHIELD TS4 FR;' Insulation: Perlite,3/4 in.min. hot mopped or heat fused..'* used. Ply Sheet "BLASTOFLEX V",heat fused,hot mopped or mechanically 23. Decla C-15/32 Incline:1/2 fastened. Insulation: Polyisocyanurate (2 in. min),glass fiber(15/16 in.min), Membrane: 'POLYALL PLUS". perlite/pol 'yrsocyanurate composite, perlite/urethane composite(2 in. 32. Deck:C-15/32 Incline:2-1/2 min). Barrier Board: 1/4 in.(min)G-P Gypsum DensDeck®with all joints Base Sheet One or more layers"DUFLEX"(heat fused or mechanically staggered 6 in.from the plywood joints. fastened), "ELASTOBASE", "ELASTOFLEX V" (hot mopped or heat Base Sheet Type G2,mechanically fastened. fused)or Type G2 base sheet(hot mopped or mechanically fastened). Membrane: 'POLYFLEX G FR",heat fused in place. Ply Sheet (Optional): One or more layers "DUFLEX" (heat fused), 33. Deck:NC Incline:1/2 "ELAST OBASE","ELASTOFLEX V"(hot mopped or heat fused)or Type Insulation(Optional): Polyisocyanurate,glass fiber,perlite,wood fiber G2 base sheet(hot mopped). any combination,any thickness,mechanically fastened. Membrane: 'POLYALL", "POLYRAM", "DUFLEX G FR" or 'POLY Base Sheet Type G2,mechanically fastened. FLEX G FR (modified bitumen),heat fused: Membrane: "POLYFLEX","POLYBOND"or"DUFLEX",heat fused in 24. Deck:C-15/32 Incline:1/2 place. . Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), Surfacing: "300 AM"Aluminum Roof Coating at 1-1/2 gal/sq. perlfte/polyisocyanurate composite,perlite/urethane composite (2 in. 34. Deck:C-15/32 Incline:2 ). Insulation (Optional): Polyisocyariurate, perlite, wood fiber or Base Sheet One or more layers"DUFLEX"(heat fused or mechanically polyisocyanurate/perlite board,any thickness. fastened),"ELASTOBASE","ELASTOFLEX V"'or Type G2 base sheet Barrier Board: 1/4 in. (min)G-P Gypsum DensDeck®,mechanically (hot mopped or mechanically fastened). fastened with all joints staggered 6 in.from the plywood joints. j ? Ply Sheet (Optional): One or more layers "DUFLEX" (heat fused), Base Sheet' "ELAST'OBASE" (poly/sand), mechanically fastened or ' "ELASTOBASE", "ELASTOFLEX V" or Type G2 base sheet (hot 'M ASTOFLE(SA V FR BASE"(self adhered). mopped). Ply Sheet(Optional): "ELASTOFLEX SA V FR BASE"(self adhered). I' Membrane: "ELASTOFLEX G S6"or"ELASTOFLEX VG FR"(modified Membrane: 'POLYFLEX SA P FR", 'EI.ASTOFLEX SA P FR", bitumen),hot mopped. "ELASTOFLEX SA V FR","ELASTOR.EX SA V FR HT",(self adhered)or 25. Deck:C-15/32 Incline:1/2 'POLYFLEX G FR", "DUFLEX G FR", "ELASTOFLEX S6 FR", Note:.Unsupported plywood joints are covered by a min 6 in.wide strip "ELASTOFLEX VG FR","ELASTOSHIELD T5 4 FR",heat fused. of Celotex GS Roofing Tamko Asphalt Products or Black Warrior 35. Deck:C-15/32 Roofing Type G2 base sheet nailed in place prior to roofing. •Insulation (Optional): Polyisocyanurate 1.5 in. (min.)with all joints Base* Sheet: One or more layers "DUFLEX", "ELASTOBASE", staggered 6-fn.(min.)from the plywood joints. i "ELASTOFLEX V"(heat fused or mechanically fastened)or Celotex GS Base Sheet Type G2,mechanically fastened followed by 'T3LASTO- Roofing,Tamko Asphalt Products or Black Warrior Roofing Type G2 base BASE",mechanically fastened. sheet(mechanically fastened). Ply Sheet(Optional): "ELASTOFLEX SA V FR BASE"(self adhered). Ply Sheet: One or more layers "DUFLEX", "ELASTOBASE", Membrane: "POLYFLEX SA P FR", "ELASTOFLEX SA P FR", "ELASTOFLEX V"(heat fused or mechanically fastened)or Celotex GS "ELASTOFLEX SA VG FR" (self adhered) or "DUFLEX G FR", Rnnfine.Tamko Asphalt Products or Black Warrior Roofing Type G2 base "ELASTOFLEX G S6 FR","ELASTOFLEX VG FR","ELASTOSHIELD TS Membrane Type: SBS/AP YP P Deck Type 1: W,,00d,l ---- atddl� Deck Description: 19/32°or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. .--"se Sheet: O r�1v�Flacmi,ase or Elastobase P fastened to the deck as described below: at�ni Attach base sheet using 11 ga.annular ring shank and 1-5/8"diameter tin caps spaced 8"o.c.in =- a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet. Fastening,#2: Attach base sheet using OMG Roofgrip Fasteners and Flat Bottom Plates,Dekfast#14 with Galvalume Steel Hex Plates,Polygrip Fasteners(#14)with Polygrip Hex Plates or Tru-Fast HD (#14)Fasteners with 3"Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c.in two equally spaced staggered rows in the center of the sheet. P�1 eet -Orr wwe�OfEI&Stollex N,Elastoflex SA V PLUS,Elastoflex SA V FR, or Elastoflex SA V PLUS FR self-adhered. QpPolyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko APP SAP FR,cElastWWx�SA=��i�stoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P F ered. Surfacing: (�onaL tall one of the approved surfacing products listed in Table 4 to obtain desired Oating or r uired fire classification. Maximum Design Pressure: 72 5__psp , See General limitation#7.). NOA No.: 12-0815.07 Expiration Date: 10/11/13 Approval Date:09/27/12 Page 20 of 26 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap 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 lbs./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 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered 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 to 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 comers).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 12-0815.07 Expiration Date: 10/11/13 Approval Date:09/27/12 Page 26 of 26