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RF-14-155t__ ,- '_1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220843 Scheduled Inspection Date: December 31, 2014 Inspector: Rodriguez, Jorge Owner: GONZALEZ, JOSE Job Address: 289 NW 91 Street Miami Shores, FL 33150 - Project: <NONE> Permit Number: RF -1-14-155 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1131010331300 Contractor: WADRA LLC Phone: (305)812-3425 Building Department Comments RE -ROOF TILE AND FLAT INSPECTOR COMMENTS False Inspector Comments Passed/ CREATED AS REINSPECTION FOR INSP-219839. CREATED AS v REINSPECTION FOR INSP-206283. No renailing affidavit Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 30, 2014 For Inspections please call: (305)762-4949 Page 8 of 26 f Ir 7066 SW W SUM IAami, FL 33155 Tel: 786-398-8179 Fax 7864800-2627 LAS CERTIFICATION #10-0612-01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor WADRA LLC. Job Address 289 NW 91 Sl' EL PORTAL, FL. 33150 Owner's Name JOSEWNZALEZ Type of Tile ALTUSA Approximate Roof Height 12' feet Roof Pitch 3112 Approximate Square Footage of Roof 12 ft? Date Tested 09/1SM4 Number of Tests 35 Contact Name FRANKLIN Permit # RF -1-14-155 LIN Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 3/763-4355 LOCATION # OF TEST PASS # OF TEST FAIL Corner 7 Tests 7 Pass Test Fail Perimeter 8 Tests 8 Pass Test Fail Field 17 Tests 17 Pass Test Fail Ridge 3 Tests 3 Pass Test Fall TOTAL 35 Tests 35 Pass Test Fail iN DANCE WTH THE OUTERIA OF PROTOCOL PA M nW ROOF ASSEMBLY HAS PASSED THE STAnC UPUFT OUALTY CONTROLTEST. TMSTAS TS 676THAS BEEN PERFORMEOIN PULL AT REOLAREMENTB OF DADS COUNTRY. WITH NO DEVIATRRIiS. THIS REPORT IS NOT eLMANTEED IN CASE OF CASE OF NAUMAL0M*TM THIS REPORTTIS NOT VALID FOR INSURANCE CLAIMS. v , , 4 A-1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroof mspection ,gmail.com LAB CERTIFICATION # 10-0512.01 09/16/14 PERMIT. # RF -1-14-155 289 NW 91 ST EL PORTAL, FL. 33150 7066 SW Ut' Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 IA RE: Permit # 3' it 114 I.5 F2 Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: _ CA , a�2- 14 1 :D ( & u k s A licensed as a (n) Contractor / Engineer / Architect, (Print name and drde Uoense Type) FS 468 Building Inspector License #: -- .q On or about` , I did personally inspect the roof deck nailing and (Date a tlrrie) Secondary water barrier work at a % q t"� t-� 611 S T, I -A I yk V 1 ".2) 4 i0 CL IS (complete Job She Addrft) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signa State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this- day of Y2`0/ pIvt M COFOM Notary Public, Sate of Florida at Large �� ' ION # EE t G ---erxPIRES-111nray2 2ot� �9)FOF��pA Bonded Tta Bit N*Y Barites •Geraeal, Sup", ResWerft cr Rooting Conbadors or any bkdhrkkred cased under 468 F.S. to make such an tnspacuon. Include photographs of each plane of th roof wo pemdt # and address # dearly Shown marked on the deck for eadr Iropecom Robed on 50rM t Miami Shores Village F_ Pi r � Building Department MA14 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. --R F I L4- I 9 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: C� 01 IV' 4) -1, City: Miami Shores County: Miami Dade Zip: J 0 Foho/Parcel#: 11 - 31 Q 1 ®3 3 - 13 Q Is the Building Historically Designated: Yes NO Flood Zone: O OWNER: Name (Fee Simple Titleholder): 1 � Q t ( �� Phone#: 3®� - (cs s �(1 Address: City: e_U� 1 S Q�� State: Zip: Tenant/Lessee Name: Phone#:_305" Email: J 0, �p -7- (t � k ® vVI Ci 1 Co /✓1 CONTRACTOR: Company Name: `� R Phone#: _3 O - `a - 3E19 Address: P W 3 (® S 1 A S City: I (J 1,4 1 State: F Zip: 3 O'L �[ Qualifier Name: R N G U t S k. C._ Phone#: 3®S- 9 1 g. - 'j g p. t5 State Certification or Registration #: r- G 0 5 8 Certificate of Competency #: Contact Phone#: 3 0 T - 8 10l - 3 41 S Email Address: ® t2V e s _ t,,j 6 f) P tt S ® ul tJ E DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew ORepair/Replace ODemolition Description of Work: G ® ® CR y i ®cam 1 0 Submittal Fee Scanning Fee $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $3 c e _ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City state zip zip. Aw 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (/ Signature �/ C� Owner o Agent Contractor The foregoing instrument was acknowledged before me this 10 The foregoing instrument was acknowledged before me this 1® day ofd A aac , 20 L4__, by Z , day of M A , 20 14 , by *3� RAG u k s N C -as X - who is personally known to me or who has produced As identification and who did take an oath. NOTARY Print: &,6 /✓ C `%' C O My Commission Expires: APPROVED BY who is personally known to me or who has produced as identification and who did take an oath. w y meb• ?4 2 S ; G•"�?iCBOfOn1PJ�N°:•. Via. aYa�rtY3t�YaYaY&&�sYsk9raY�Y$esY�Y&,ktksti Plans Examiner Structural Review NOTARY PUBLIC: Print: My Commission Expires: (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) '.,6/�, .�oco.. pt`s.• 0 Zoning Clerk . w. Florida Building Code Edison 2007 High Veloo ty Nwrtum Zone unwonn Pennit Application Fonn Section D (Steep Sloped Roof Svsteml Roof -System Manufacturer. r_� R 4 e -R Notice of Acceptance Number.— Minimum umberMinimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): PI.- -39.1 -P2:-t69 -1 P3:_ - 100. a Maximum Design Pressure From the NOA Specific Method of file attachment: 3 M a� " r, ®U r 'I s MAS 1 2014 j I M. Roof Slope: 12 Steep Sloped Roof Svstem Description \oecic Typo. Ridge Ventilation? ZONING DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL VWqDFBMNTY RULES AND REGULATIONS NIN Type S Siccing:' S o �� I'll 6 f! o. c �4 1l NtllIs 0. c PI esive Type 13 K a c� M ® cue W7 V® o. +-A R oc T,1c-- �J6tsrve RIA Z0 ype Cap Sheet: SSC ® P . VA1. oof Covering: Key- u 5 N 15" C, ® Lkear F 7� G & Size Drip e° f' 3' A b G 2 Gt,1u l6 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: JOB ADDRESS: BUILDING 2 Permit No. Master Permit No. AN 1-U-14? 3 FBC 20 1 CD ROOFING City: Miami Shores County: Miami Dade Zip: i Folio/Parcel#: 1 - 1 ®I - ® 3 3 - 13 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple City: i 01 fit I Tenant/Lessee Name: Email: ACV_;1P ® re5 _ State: NO v Flood Zone: Lc �t�1�ZG t aw -763 -6571 -:551s 0 CONTRACTOR: Company Name: 10 L A R L. L G Phone#: _A Q 5- 06 1 'JL - 3 4a Address: 6 N W 3 G S T V-_ S City: M I A Pel I State: F 1 Zip: B-3 1:a h Qualifier Name: SOS'- st2- 3-1a�. CCG 0,f'%8l'rj m�� Contact Phone#: 3 3 b g y Email Address: C ®Ries - tJ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ® Ca Square/Linear Footage of Work: , R 18 Type of Work: ❑Addition ❑Alteration ❑New RRepair/Replace ❑Demolition Description of Work: IE - ® e _Vo T% I r- -f F 1 NA 7 ® F, AZr Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ 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 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip it 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 beffproved an4 a reinspection fee will be charged Signaturee(� `/I® Signature Owner or Agent The foregoing instrument was acknowledged before me this day of • AQL , 20 i-1, by :T®%r— G ®Qs 7 &e Z , who is personally known to me or who has produced As identification and wbWdM %M An oath. NOTARY PUBLIC: *.� EE06BeR�2:�N FX 6;749 / 7X = d ._ 9 Feb. 24, 2015 �. Print: _"A " C Y My Commission Expires: Contractor The foregoing instrument was acknowledged before me this day of:16,wwaav, 20 Imo, by D Rke u iy a, C"t , who is personally known to me or who has progp1J Py as identification and �ath. NOTARY PUBLIC: ;` rEX�sP7 9� (Un' .m x•24705 *S Sign: %, a :-•�\o,,�.0 Print: -MA N C `i My Commission Expires: APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Pr6perty Information Map Page 1 of 1 Property Information Map Aerial Photography - 2012 0 ® 112 ft This map was created on 1 /15/2014 8:56:57 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. E'7 uetans: NW 91 ST MIAMI ARES FL Assessment Information: ear: 2013 and Value: $84,750 uildin Value: $104 462 arket Value: $189,212 essed Value: $98,749 Exemption Information: ear: 2013 omestead: $25,000 nd Homestead: j YES Taxable Value Information: Authority: Sale I i are as a result of http://gisi ns2.miamidade.govlmyhomelprintmap.asp?mapurl=http://gisims2.miamidade.go... 1/15/2014 NOTICE OF COMMENCEMENT A RECORDED CO" MUST BE POSTED ON TIM JOB 11M AT. TWOF W INSPECTION P9RMIT NO. STATE OF FLbMDA.- . COUNTY OF MIAMI-DADE: 111111 Hill Hill 11111111111111111111 gill loll GFH 201-4R0067180 OR Bk 29006 Ps 4044, (IPS) RECORDED 01128/2C-11 13.111-2ft HARVEY RUVINP CLERK DF -COURT IIIAHI-DARE COUNTY? FLORIDA LAST PAGE THE UNDERSIGNED hereby g* hoticeffiat improvements will be made to certain real property, and In accordinbe with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement Of 2. Description of Space above reserved for use of recording office 0, C - (r. L- ( 0 - -5 Ci *$ % S--. -11t I 4K % S lo1wke-% IF 5"3 ari 3.OWneris) name and addrer3s: c> .4' n':L C14 51, tt kL Interest In property. Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. S. Surety: (Payment bond required by owner from contractor, 9 any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Peritons wltbin the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sectio 6 714I.1'3j1)(a)7.,`FIorIda Statutes, Name, address and phone number. a. In addition to -himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(6), FWda Statutes. Nan*, address and phone number 9. Expiration daft of this Notice of Commencement: Ift expiration dale W I ym ftm ft date of mccaq wdm a dftwd date is speWeo WARNING To owNm; ANY PAYMENTS MADE By THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS U140ER CHAPTER 713, PART 1, SECTION 713-13. FLORIDA'0TUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE 13EFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN MANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECbMING *OUR N CE OF CO CEMENT. Signature(s) of or.Owne d Oflicar/Prector/PaMw/MarIager Prow. d"ay Prepared Print Name Print Name Title/office Title/Office STA -Ti 00 PLOFHDA COUNTY 6): MIAMI -DARE The 142golng . hstru nt was ac"wiedgedibefbre me this day 3 L11- a:4 c as for or U Ir:lvi y� ratlom, T) L Z�.k 6 *3 'ai �7- P s614 noWn, or produced th9,1bII*nq jype, of a - Signature of.Nah" Pliblic. lle� I ...%% Print Name: /1- 7;; z M.12 (SEA4 W4 cil" ptsS 'N RUMPANYYid BROMN G&M BMW SYSUnder'pihaltlbs of perjury, I declare that I have read the foregoing and =Z it that the facts stated In It are true. to the best Of my knowledge and bellef. U% Signatures (s)4 VMthorized OM0er/l)lrector/Parbw/ManRW who signed above: U. Ix 123.0i -M KO y - Di BY PA 117;x lip, r CERTIFICATE OF LIABILITY INSURANCE . 0 2 PRODUCER South Pacific Professional Ins. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 500 K W. 49th Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE U HITS HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Hialeah, FL 33012 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)8254535 Fax (305)825694 INSURERS AFFORDING, COVERAGE NAIC # 10121/2014 INSURER A: GRANADA INS. CO. INSURED WADRA, L.L.C. MED EXP (Any one person) 50 00 46 NW 36 ST SUITE 5 INSURER B: PRODUCTS - COMP/OP AGG 100000 INSURER C: MIAMI, FL 33127 INSURER D: ASCENDANT i INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN•MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADlp0 TYPE OF INSURANCE POLICY NUMBER ppm � POLICY ATmN U HITS A ❑ GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE ❑ OCCUR ❑ ❑ GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC 01 FL004526M 10/21/2013 10121/2014 EACH OCCURRENCE 100000 DAMAGE TO RENTED 100000 PREMISES Ea occurrence) MED EXP (Any one person) 50 00 PERSONAL & ADV INJURY 100000 GENERAL AGGREGATE 100000 PRODUCTS - COMP/OP AGG 100000 ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea acddent) BODILY INJURY (Per person) BODILY INJURY (Per ac cle" PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESS I UMBRELLA LWBIUTY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/ PARTNER/ EXECUTIVE" OFFICER / MEMBER EXCLUDED? (Myaensdabory in NH) Ifcl sa under S ONS below WC -09-9963-01 01/03/2014 01/03/2015 ❑ W ❑ E.L. EACH ACCIDENT 100,00 E.L. DISEASE - EA EMPLOYEE 500,00 E.L. DISEASE - POLICY LIMIT 100,00( .OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION 1_11' 'V ACORD 26 (2009101) QF ©1 008 ACORD ORATION. All rights reWrvel. The ACO name an registered marts of ACORD SHOULD ANY OF THE ABOVE D CRIB LIC NCELLED BEFORE THE MIAMI S H O- E S VILLAGE EXPIRATION DATE THEREOF, ISSU G SUENDEAVOR TO MAIL BUILDING DEPARTMENT 10050 Ne 2nd AVE 30 DAYS WRITTEN NO THE LEFT, BUT FAILURE TO OF ANY KgdD UPON THE INS CE TO SOS ITS EC CLDER NAMED TO YA' I E UGATION ORLIABILITY G RA1�IES. MIAMI SHORES VILLAGE, FL. 33138 AUTHORIZED REPRESENT (305)75 1 6-8972 ACORD 26 (2009101) QF ©1 008 ACORD ORATION. All rights reWrvel. The ACO name an registered marts of ACORD • F • Mr,1 ■ L Section A (General Information) Master Permit No. Process No. Contractor's Name _ W P®@R lLe Job Address _ U9 V 9/ 57 ROOF CATEGORY 0 Low Slope ❑ Mechanically Fastened Tile ® Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 950 ROOF TYPE E3 New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION 2010 FLORIDA BUILDING CODE HURRICANE ZONES Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) //06 ` Fr l el s i Section B (Roof Pian) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow "t scuppers and overflow drains. Include dimensions of sections and levels, clearly ulmensions of elevated pressure zones and location of parapets. 4-4t- 2010 FLORIDA BUILDING CODE HURRICANE ZONES HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit ftiplication Form. Section U(Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet and Identify Manufacturer Attachment (If a component is not used, identity as °NA"j Field: _9_" oc @Lap, # Rows� �� �° oc System Manufacturer. m±, Perimeter. (6 ° ocm @ Lap, # Rows � aCi 6 ac Comer -L-" oc (g7 Lap, #Rows, `(c� �a ^ oc Design Wind Pressures, From RAS 128 or Calculations: P1: -A94 p2: -eZ,6 p3: Z/zg-L Number of Fasteners Per Insulation Board Max. Design Pressure, From the Specific NOA System., ___= 5?- , 5 Deck: Type: '?140000 Gauge/Thickness: Slope:_ AnchorBase Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation FastenerBonding Material: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate : Mean . Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. c6® 3qr-ex- H.,- ,.4 .2 PIY'4 r g/arf X75 USE '1 Base Sheet(s) & No. of Ply(s):,[�� ��.� 3ZG C" Base Sheet FastenerBo9�dding Material- - /I aterial:_/I rls /(sfk �nw 41,0 Pty Sheet(s) & No. o#Ply(s):A_dy t#-1 u 4ee ("C"(sK Pty Sheet Fastener/Bonding Material: q! 7- w0por s'p `e� Top Ply / p -.ca U 1JAA .SAF5 Si2�i Top Ply Fastener/ Banding Material: go,— HOP 7-yee= Surfacing:_ reo www OEZJ-:� 6/s 0fyuid h., Pi :F,j(feA] FT.I Parapet Heiaht 1.1 / Sa ".22 2nin FI rein& me m nuv... %mw Mean Roof Height HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Pentdt Appliodon Form, Section D (Steel) Sloped Roof System) Steep Sloped Roof System Description Deck Typ Roof Slope: 3 :12 Ridge Ventilation? & )O/y nderiayment: nsulation: \Fire Barrier: Mean Roof Height:. /1 2010 FLORIDA BUILDING CODE — RESIDENTIAL Wn Type & Spa�In: o ,, Y'ra1 , ks 6 roo c Aj CA l/`l NA4 ei .e �r es ive Type: � C o N P0 tic a i F c k K R®®F T,1 e Wkeslye A H 1(a ype Cap Sheet: - ?C' 'A S its s oof Covering: .4 jTJjsd -So Type & Size Drip _ dge: Fui;LRI Psi HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 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 Mr with the values from Mf. if the Mr values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable Method 1 "Moment Based Tile Calculations Per RAS 127" (Pr : x _ _ A• ; IL'.6 .6 = M.t Product Approval M, 19. 3 A - A Q = Y rti • e O - Md Alf Mrf'l 1 Product Approval Mr x 7l -8-r- 119 ,®- M, V 3 = M`,-QJ.A Product Approval Mr gm 3 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below. Product Approval Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the Fr values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: _ x I: _ = x w:- _) - W: _ x cos B.• = Fn: F (P2: _ x l: _ x W: _ _) - W: _ x cos B.- = Fri F. - (P3 : _ x 1: _ = _ x w: = _) - W • _ a cos B.• _ = Fra• If - Mr Required Moment Resistance" Descri tion S-ymbo-1-1 Mean Roof Height .-♦r Roof Slope 15' 200 2V 30' 40' 2:12 34.4 36.8 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 812 28A 30.1 31.6 32.8 34.9 612 26A 28.0 29A 30.8 32 4 7:12 24.4 28.8 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the Fr values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: _ x I: _ = x w:- _) - W: _ x cos B.• = Fn: F (P2: _ x l: _ x W: _ _) - W: _ x cos B.- = Fri F. - (P3 : _ x 1: _ = _ x w: = _) - W • _ a cos B.• _ = Fra• If - Where to Obtain Information Descri tion S-ymbo-1-1 Where to find Design Pressure P1 or P2 or P3 RAS 7 127 Table I or by an engimvt1g analysis prepared by PE based on ASCE Mean Roof He! 1 Job Site Roof Slope A Job Site AerodynamicMultiplier x Product Approval Restming Moment due to Gravity M ProductAproval Attachment Resistance Mr Product Required MomentResistimce M, Calculated Minimum Attachmvt Resiaance F 1 Product Required Ur4ifj Resistance F Calculated kwVe Tile Wtight W Product Approval Tile Dimensions w length w µ•idol ProductApp oW All calculations must be submitted to the Building Official at the tithe of typlicatiom Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 1 .2 3 - !j/ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: D o s e G n Q Z a `e z Property Address:_. % cl m tjo q% 6T Roofing Permit Number: Dear Building Official: 1-'X® S e: G C� Ili 7-& �e z certify that I am not required to retrofit the roof to wall connections of my building because: Ilse just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South 14 Florida Building Code (1994 SFBC; %I Signa urea'' State of Florida County of Dade �Fc--ieAb'6nz:A7, Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ,V 3 day of Q. ru u iq 4 ,,'O'(Y v, *' "e06 Meta �2: c Notary Public, Sate of Florida at Large boy �4?� s When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bulik;WN64tructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21009 SECTION R"02.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of roviding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing, the existing wool roof deck may have to be nailed in accord ance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removingtheexisting roof system). 3.�5 Common roofs: Common roofs are those which have no visible delineation between neighboring nits (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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can e viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may ause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indiction of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not v doWed from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the tenor of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be benefi ial to consider additional venting which can result in extending the service life of the roof. Z' gent's Si nature ate Contractor Signe Date Revised on 7/9/2009 LD M IAMl.[I�E)E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Sweet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wynv.miamidadegov/buildiag/ Clay Forever 6801 NW 77 Avenue, Suite 301 Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa `IS" Clay 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 NOA consists of pages 1. through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0707.03 MIM aAaEauivn Expiration Date: 08/26/14 + + Approval Date: 10/13/11 Page 1 of 9 f • ROOFING ASSEMBLY APPROVAL CategorX., Roofing Sub-Cateaorv: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This new roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.U. in Pimlenta, Honduras and distributed by Clay Forever LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Aonlicant Dimensions Specifications Descrintion Altusa "S" Clay Length: 18-3/4" High profile, one-piece, `S' shaped single roll Roof Tile Width: 10-3/4" ASTM C 1167 clay tile with a nominal 2-'/z inch headlap. For varying thickness adhesive set applications. Trim Pieces Length: varies Accessory trim, clay roof pieces for use at Width: varies TAS 112 hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency American Test Lab of South Florida American Test Lab of South Florida IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing APPROVED Test Identifier Test Name/Report Date RT0426.01-11 ASTM C 1167 05/07/11 RT0706.01-11 Static Uplift Testing 07/11/11 TAS 101 2397-116 ASTM C 1167 06/28/07 94-083 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) 94-084 Static Uplift Testing May 1994 TAS 101 (Mortar Set) 25-7200-1 Static Uplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Project No. 307025 Wind Driven Rain Oct. 1994 Test #MDC -78 TAS 100 MTS 520649 TAS 102(A) May 2000 NOA No.: 11-0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 2 of 9 PRI Asphalt Technology, Inc. CLF -003-02-01 TAS 102 October 2001 Redland Technologies 7161-03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix I1 TAS 108 (Nall -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 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the 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. 3.7 May be installed on slopes 7:12 and greater. MMI-VADE CO11W NOA No.: 11-0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 3 of 9 4. INSTALLATION 4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (Ibf) Length -1 (ft) Width -w (ft) Altusa "S'Ci?y Roof Tile 6.5 1.56 0.9 Table 2: Aerodynamic Multipliers - 7v ft Tile X (ft) Profile Batten Application A, (ft) Direct Deck Application Altusa "S" Clay Roof Tile 0.253 0.28 Table 3: Restoring Moments due to Gravi - M ft-Ibf Tile Profile 3"• 12" or less 4"• 12" 5": 12" 6"• 12" 7"• 12" or greater Altusa "S" Clay Roof rile Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 ".Deck-,, 5.35 } 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 NOA No.: 11-0707.03 MOM FpADE oMExpiration Date: 08/26/14 "•'+ ► Approval Date: 10/13/11 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Altusa "S" Clay (Min 15/32" (Min. 19132" Roof Tile plywood) plywood) Pol oam Product Inc. rage weight per patty 8 grams. Altusa "S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof 1-10d Smooth or Screw 5.1 6.8 2.8 Tile Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 148 Screw 28.7 28.7 18.1 248 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or'Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 1 Screw with Altusa Clip See c ip details Altusa "S" 1 Screw with clip (at the 187.1 187.1 N/A Clay Roof Tile" head of tile) Altusa "S" 1 Screw with clip (at the 35.2 35.2 N/A Clay Roof water course of tile) Tile' 1. Screw must be installed in the Inside nail hole located nearest to the hump of the tile. Table 5: Atta ce Expressed as a Moment Mf (ft-lbf) for Two Patty A tLesive Set Systems Tilei e Application Minimum Attachment Profile Resistance Altusa "S" Clay Adhesive 29.3 Roof Tile 2 See manufactures component a2proval for installation requirements. 3 Flexible Products Company THeBond Average weight per patty 10.7 grams. Pol oam Product Inc. rage weight per patty 8 grams. NOA No.: 11-0707.03 " CMAM1DApBCo TY Expiration bate: 08/26/14 ! Approval Date: 10113/11 Mage 5 of 9 Table 6: Attachment Resistance Expressed as a Moment - Mf (ftdbf) for Single Patty Adhesive Set Systems Tile Profile Tile Tile Application Minimum Attachment Resistance Altusa "S" Clay Roof Tile Altusa "S" Clay Roof Tile Polyfoarn Poi ProTM 66.5 Polyfoarn Poi ProTm 38.7 Polyfoarn Pol Pro7m 52.05 4 Large paddX placem;nt of &37g -rams of Pot Pro'"". 5 Medium paddy placement of 24grams of Pol ProTM. 6 Large paddy placement of 54 rams of Poi Pro'"". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa "S" Clay Roof Tile Mortar Set 24.50 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". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA "S" CLAY ROOF TILE. (LOCATED ON THE 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.: 11-0707.03 hLAM I-DAMUNTY Expiration Date: 08126/14 • q > Approval Date: 10/13/11 Page 6 of 9 PROFILE DRAwINGs U ALTUSA `S' CLAY ROOF TILE _ NOA No.: 11-0707.03 MIAMCOUNTY Expiration Date: 08/26/14 l 9 VZOD 401�� ApprovaI Date: 10/13/11 Page 7 of 9 TILE BY ALTUSA"" (TYP ) CLIP WITH ONE (1) SCREW ATTACHED TO DECK APPRDYED CLIP DETAILS 2-1/2" OVERLAP (COVERS PIN HOLE) CUP PLACEMENT DETAIL SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE NOA No.: 11-0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 8 of 9 CLIP DETAILS (CON'T) TILE BY ALTUSA 2 IX' OVERLAP (TYp.) i (COVERS PIN HOLE) SCREW (HOLDS CLIP ONTO DECK) NEAREST TO THE HUMP OF THE TILE SCREW IN THE INSIDE NAIL HOLE CLIP PLACEMENT DETAIL 1971 1 114" 13/4" 314" END OF THIS ACCEPTANCE NOA No.: 11-0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 9 of 9 COTCY.,:.w:., MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida. 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www. mi a midade.aovL/economv 3M Company 3M 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 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 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 revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 (r4 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof rile 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: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158T., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 ASTM D 1623 04/18/12 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3M"" 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. 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. NOA No.: 13-0502.02 Mu►ManauE ED Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 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 (13)• 6. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 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 1 to 2 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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 . Page 4of11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) j Two Piece j 65-70 sq. inches 34 grams under pan LABELING: All Wm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. 13UELDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 through plastic cement 0 0111m- - q ' I qS (BeneathTile) Earn Gosnre i Fesde Neu through plas4k (when required) Paddy (Bei iile) UndeAwnent , ry l 70hLX 2 in.wide Battens optional Eave Wrw Weephole 10 in. 2 Pn. Eeve dosure �P �e APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Napthroe plastic cement (Bar—th Ills) (when rhed) Underlayment 7 ha 21& sags optional � �% 0 o tole Fasda Eawclosute Nail through plastic cement (when required) Eave Closure APPROVED Flat/Low Profile Tile Starting at the eave course, apply a minimum 2 (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) —23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Na(l through plastic (when requ(red) Paddy (Beneath rile) Undedayment 7- 2 in. Baaens optional , e course Fascia Weephole 10in 2I1. Eavedoaure t� Drip edge �APPROVED� High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 ' %-2Z41% Fes. M77-1 I I 'i FUTRI 711 IM 1. On the eave course only, apply a minimum 211(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm') of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 iW (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) APPROVED Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %11 (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) place enough adhedve to achieve 65 to 701 In contact with the pantile. 2)Tam covers upside down. Place adhesive In to 11n from oubide edge of covertile. Then install the tile. Ensure 207 25 sq. in contact area; 1 Iundertayment i (mater shown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) point -up Mortar on longitudinal edges of the Remove top portion of the eave course carer tile. Abut to second course of pan tiles. Ensure eave end of pan arul covertiles am flush at eave Me. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. S. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 MIAMI -DARE COUNTY MIAMNDn4DE PRODUCT CONTROL SECTION ° 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeaov/economy GAF 1361 Alps Road Wayne, NJ 07470 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 falls 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: 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 revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 0 5 f Pagel of 17 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37" (1 meter) ASTM D 4601 Type II asphaltimpregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ultima 39.37' (1 meter) ASTM D 4601 Type II asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1exPly"m 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCapT. 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote" GAFGLAS® Stratavene 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent® 39.37' (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Eliminator"m Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoie SBS Heat- 39.37' (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer- Weld`" Smooth Wide modified asphalt and smooth surfaced. Ruberoid" SBS Heat- 39.37' (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer- Weld7 25 Wide modified asphalt and smooth surfaced. Ruberoid® 20 39.37' (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. NOA No.: 13-0424.09 MIAMEC Expiration Date: 11/04/14 p. Approval Date: 10131/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoie Mop Smooth 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOutm Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShield®Fire 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: Product Name EnergyGuar(r Polyiso Insulation TABLE 2 Product Description Polyisocyanurate foam insulation EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation EnergyGuardm RN Polyiso Insulation Polyisocyanurate foam insulation EnergyGuarC Perlite Roof Insulation Perlite insulation board. EnergyGuardTM Perlite Recover Board Perlite recover board EnergyGuarr RA Composite Polyiso Polyisocyanurate foam insulation with high Insulation density fiberboard or Permalite perlite insulation SecurocV Gypsum -Fiber Roof Board Gypsum roof board StructodeV High Density Fiber Board High density fiber board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF USG Corporation Blue Ridge FiberBoard, Inc. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -Tec"" #12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill -Tec"" #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill-Tec XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec ASAP 3S Drill-TecTM #12 Fastener Various GAF with Drill-TecTM 3" Standard Steel Plate 5. Drill -Tec"" 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -Tec"" fasteners. 6. Drill -Tec"" 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec'74 fasteners. 7. Drill -Tec"" AccuTrac"Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec" #12 Fastener, Drill-Tec"m #14 Fastener and Drill -Tec"" #15 Fastener. 8. Drill -Tec TM AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Tec T. fasteners. htu►htinnnE C NOA No.: 13-0424.09 APPROVED Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Trinity I ERD Test Identifier Description Date J.1.2B8A4.AM 4470 07/02/97 J.I.3139Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 : TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 GAF -084-02-01 ASTM D 6083 05/09/06 GAF -314-02-01 ASTM D 2178 08/23/11 GAF -315-02-01 ASTM D 2178 08/23/11 GAF-276-02-01Rev ASTM D 6083 12/16/10 GAF -276-02-02 ASTM D 226 11/15/10 GAF -270-02-02 ASTM D 226 11/15/10 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 G6850.08.07-1 ASTM D 3909 08/13/07 G34140.04.11-4 ASTM D 6401 04/25/11 G30250.02.10 -3-R1 ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11 -5-R1 ASTM D 4897 10/18/13 634140.04.11-2 ASTM D 6163 04/25/11 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum I" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 1/2" thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum %" 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 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. 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® EliminatorrTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck Protection or (optional) SecurocV Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavent® Eliminatoem Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® Heat-WeldTM 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) GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above. anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-Tedrm #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTraco Recessed Plate 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) NOA No.: 13-0424.09 Muao�►oe Coin Expiration Date: 11/04/14 JAPPROVEApproval Date: 10/31/13 Page 6 of 17 GAFGLAS® FlexPlyTM 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® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTraco Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above anchor sheets attached to deck approved annular ring 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 412 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3 Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrac®Recessed Plate 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 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene Eliminatofm Perforated Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- We1dTM 25 directly over the top layer of insulation. Adhere with any approved mopping. asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 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. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening above. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 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 Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick 1, 2, 7 or 8 1:2 ft2 StructodeV High Density Fiberboard Minimum 1" thick 1, 2, 7 or 8 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 GAFGLAS® Stratavene Eliminatorrm Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (Table 3) Density/ftz Any of the insulations listed for Base Layer, above. N/A N/A Structodek® High Density Fiberboard, EnergyGuardTM Perlite Recover Board Minimum 1/2" 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, VersaShielde Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima: Base Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® Stratavene EliminatorTm Perforated Venting Base Sheet laid dry, 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. (See General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® F1exPly'14 6 or GAFGLAS® #80 Ultima Base Sheet 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 BUR 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. (See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 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. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 10 of 17. Deck Type 1I: Wood, Insulated Deck Description: 19/3211 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 Insulation Fasteners Fastener (Table 3) Density/fid EnergyGuardTM RN Polyiso Insulation, EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuardTM Polyiso Insulation Min. 1.4" thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum %" thick N/A N/A StructodeV High Density Fiber Board 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 RoofingApplication Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGI.AS® Stratavent® EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer Insulation Fasteners. Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft' EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2 or 3 1:3 ftz EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ftz EnergyGuardTM Perlite Roof Insulation Minimum %" thick 1, 2, 7 or 8 1:2 ftz Structodek® High Density Fiber Board Minimum 1" thick 1, 2, 7 or 8 1:4 ft' NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 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® Stratavene Eliminatofrm Perforated laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPly` 6, GAFGLAS® Strataven? EliminatorTM Perforated Venting Base Sheet laid dry, 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® F1exPlyTM 6 ply sheet or GAFGLAS® #80 Ultima'"' Base Sheet 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 BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 12 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank 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 Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A StructodeV High Density Fiber Board Minimum 1" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima"` Base Sheet, GAFGLAS® Stratavente Eliminatofrm Nailable Venting Base Sheet or Ruberoide 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill-TecTM #12 Fastener or Drill-Tecrm #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate is 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 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill TecTM AccuTrae Flat Plate or Drill-TecTM AccuTrae Recessed Plate is 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® #80 UltimaTM Base Sheet, Ruberoid®20, RuberoideMopSmooth, 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 roses 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-TecTM #12 Fastener and Drill-TecTM #14 Fastener and Drill-TecT1H 3" Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTraco Recessed Plate 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® FlexPlyTM 6 or GAFGLAS6'#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0424.09 M"HIADEcauNrY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 13 of 17 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 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. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.09 ;coutvnr APPROVEDExpiration Date: 11/04/14 Approval Date: 10/31/13 Page 14 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoide SBS Heat-WeidTM Smooth or Ruberoid® SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTraco Recessed Plate 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 #;9 GAFGLAS® Flex P1yTM 6, GAFGLAS® 475 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® #80 UltimaTM Base Sheet, Ruberoid®20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #,'9 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrace Recessed Plate 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.: 13-0424.09 htu4htu�►oe Couwrr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3 Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTrace Recessed Plate 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 or GAFGLAS® #80 Ultima Base Sheet 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 fap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" Dens DeckTM Roof Board or '/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing. Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 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 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, .prepared, signed and sealed by a Florida Registered 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 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE APPROVED! NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 0 TGFU.R1306 - Roofing Systems Page 3 of 55 5.DIncline: 3 Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-PIYO #75 Base Sheet". Ply Sheets —One or more piles Type G1 "GA GLA ' ar" r "Trl-Ply@ Ply 4" or "GAFGIAS6 Ply 6". Cap Sheets —-Me ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLASO fnergyCap'" BUR Mineral Surfaced Cap Shee . 6. Deck: C-15/32 Inclines 2 Insulatlons — One or more layers perlite, glass fiber, poiylsocyanurate, urethane, perlite/polylsocyanurate composite, perlite/urethane composite, phenolic, i in. minimum (offset a minimum of 6-1n. from plywood deck joints). Base Sheets — One or more plies Type G1 or Type G2 or Type G3. Membranes — One or more plies "Ruberold@ Torch Smooth" or "Ruberold@ Torch Granule" or "Ruberold@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberold@ Mop Granule° or "Ruberold® Mop Plus Granule" or "ROOFMatchm SBS Modified Granular" or "rri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular" or "Tri -Ply@ TP -4G" or "Fri-PIyO TPA" or "Ruberold® Dual Smooth". Cep Sheet: - Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet"or "GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Decks C-15/32 Incline: 2 Insulation (Optional). — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Base Sheets — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more piles Type G1. Membranes — One or more plies "Ruberold@ Torch Smooth" or "Ruberold@ Torch Granule" or "Ruberold@ Torch Granule Plus" or "Ruberold® Mop Smooth" or ' Ruberold@ Mop Smooth 1.5" or "RuberotdO Mop Smooth Plus" or "Ruberotd@ Mop Granule" or "RuberoldO Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri-PIye SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberold@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. S. Deck: NC Incline: 2 Insulation (Optional): — Periite or glass fiber or polylsocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheets — One or more piles Type G2, "GAFGLASO #75 Base Sheet° or "rrl-Ply@ #75 Base Sheet". Ply Sheets — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Piy@ Ply 4" or "GAFGLASS Ply 6". Cap Sheets — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or GAFGLASO EnergyCapm BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "Fireshleld MB" applied at 2'h to 3.0-gal./100-ft2. 9. Decks C-15/32 Incline: i Insulation (Optional): — One or more layers perlite or -wood fiber or glass fiber or polylsocyanurate or urethane or perlite/pofyisocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheets — Three or more plies Type G1 "GAFGLASO Ply 4" or 'Trl-Ply@ Ply 4" or "GAFGLASO Ply 6". cap Sheets — "GASFGLASO EnergyCap"' BUR Mineral Surfaced Cap Sheer. 10. Decks NC Inclines 1 Insulation (optional): — One or more layers perflte or wood fiber or glass fiber or polylsocyanurate or urethane or perfite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGiAS@ Ply 4" or'Trl-Ply@ Ply 4" or "GAFGLASO Ply W. Cap Sheet: — "GASFGIASO FmergyCap'" BUR Mineral Surfaced Cap Sheet". 11. Deck: NC Incline: 2 Base Sheets — One ply Type G2 "GAFGLASO #75 Base Sheet" or Tri -Ply@ #75 Base Sheet". ply Sheets — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply V. Cap Sheets — "GASFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet". 12. Decks C-15/32 Inclines 1 Insulations — One or more layers perlite or glass fiber or polylsocyanurate or urethane or perlite/poiylsocyanurate composite or perlite/urethane composite or phenolic, 1 -in. minimum (Insulation Joints offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type Gi "GAFGLASO Ply 4" or "Trl-Piyw Ply 4" or "GAFGLASO Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Trt-Ply@ Mineral Surfaced Cap Sheet". Membrane: — One or more plies "Ruberold@ Torch Smooth" or "RuberoldO Torch Granule" or "Ruberold@ Torch Granule Plus" or "Ruberold@ Mop SmnUth" or "Ruberold@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberold@ Mop Granule" or "Ruberold@ Mop Plus Granule" or "ROOFMatchm SBS Modified Granular" or `Tri -Ply SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified http://database.ul.comlegi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name--T... 6/13/2011