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RF-17-2821BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ['PLUMBING ❑ MECHANICAL JOB ADDRESS: `(/c -b 1- Miami Shores Village Budding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION FBC 20 ks 411 F'f--2,5D ❑ PUBLIC WORKS ❑ CHANGE OF �_ • . CONTRACTOR (t - El RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: MiamiShoresCounty: Miami Dade Zip: 331 J Folio/Parcel#: t 1- S2.06 '0t4 - 31St, Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1\OYV4'', mck_P„ Phone#: Address: l(pcb • .Ck1/41 6 r� C l- i p� City: &Gl it:k Skb f_e__% State: R.... -Zip: SS t �. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: tea.' C. ec+r•p Address: DO X1/45 %0-5 S/ - GC Phone#: 05 17251°3 City: iie;VH'1 ! State: Azo rv✓4 Qualifier Name: - ��c2 �J t tel'jYYtc�C e or �G /.5/ 04/ State Certification Registration #: Zip: 3./.61 Phone#: 5 4925/03 Certificate of Competency #: DESIGNER: Architect/Engineer: n Phone#: titiRnur chi f -� State: Zip: Ad d.ZZiAi�/p3. Vaiue•df Wt� Mor.tI�i"s_Permit: $ • ZZ3gwx9 - T}�p :of Wbrk•"�" 0' Ad ition Descfiptidrl:�fWc rk: '100 (1 Square/LiiIao' * tageof Work:ea.Bane El Alteration ❑ New 113: rrxRepair/Replace CO'tlk— OO k'D 1304. z Ci' GV\ ❑ Demolition >.6 ..,rrrrrreu,.., Specify color of color thru tile: Submittal Fee $ Permit Fee $ - GC) Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ 2 • GO Training/Education Fee $ CCF $ CO/CC $ DBPR $ 2 - O7 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ('1 . Bonding Company's Name (if applicable) Bonding Company's Address N / City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address /J City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 occur even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved • d a reinspection fee will be charged. Signature NER or AGENT The foregoingorjinstrume t�waas acknowledged��[�before/me this 1 t,l day of V e�' t Lb , 20 / 7- , by qiaiin'is Dom/ 1 /a who isersonally know o me or who has produced NOTARY PUBLIC: Sign: Print: Seal: tttttt u,,, , ,,,, as F-FF00.4 •'t+s * woe- ; a No(,.•.1s.20hl fir; o ��019• 0411y ...• APPROVED BY (Revised02/24/2014) 1 Signature The foregoing instrument was acknowledgedt�before me this Davidday / �/re�of lea/ i�-IS, , 20 1 %7 , by Da ii 1Q raii)i/ , who is p sonally know to me or who has produced NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner via.XPIgEa r ,c Sbelloo, Zoning Structural Review Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 BRADLEY, DAVID SCOTT EPOCA CORP 2055 ALAMANDA DRIVE MIAMI FL 33181 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATEOF FLORIDA DEPARTMENTOF BUSINESS AND PROFESSIOI+tALREGULATION CGC1519904: 1 1uED' r 09/06/2016 1. CERTIFIED. GEN ltALGpNTR ,.OR BRADLEY,-DAVIfC(/�1' - ,w�,_.- EPOCA CORP; ,c IS'CERTIFIEDunder the provisions of'Ch.4"89 FS. . Expiration date : AUG 31, 2018 L1609060001502 _ .. — •t'"'s....,'r. --w DETACH.HERE. • KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER 4" -CGC1519904 The'GENERAL,CONTRACTOR - ' - - --- ` ".1 Named IS"CERTIFIED y .: .. ** Under the provisions of Chapter .489' FS. --..: k.2- +L_ -ti i " _ , � Expiration •date: -AUG 31,_2018, - ti * -, • r r- BRADLEY, DAVID -SCO TT-,�;- r, •'• EPOCA CORP' - ; ,''"' • -800•NE 125.STRE•ET - — .--=- -•- n --- ` '- `-- '`• •-- -MIAMI f.",.+'";, ►'"1EL.33161 -- -� --; -•,t r } ` tic.*-..-", . ^—" ,r t w --- '"y- ..,•-•,- � 'r f - ISSUED: 09/06/2016 — 4 �'-"DTSPIAYAS RaOUIRED BY LAW u a �, ti • y. 4';� ;,,.p tit,\tet,.\\\',.. SEQ # L1609060001502 000552 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7118557 BUSINI!Ss..peenc,a. ttoPI) EPOCA CORP 335 NE 69 ST MIAMI FL 33138 OWNER EPOCA CORP Worker(s) 1 RECEIPT NO.' RENEWAL 7396120 LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter HA - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1519994--- PAYMENT RECEIVED BY TAX COLLECTOR $45.0D 1W02/2017 CREDITCARD-18-000370 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to tha business. 'The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miemidede.govfaxcoftector 000545 Local Business Tax Receipt Miami -Dade County, State of Florida r -THIS IS NOT A BILL - DO NOT PAY 7077928 EPOCA CORP 335 NE 69 ST MIAMI FL 33138 OWNER EPOCA CORP Worker(s) 3 RECEIPT NO. RENEWAL 7355746 LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 PLUMBING CONTRACTOR CFG1428595 s PAYMENT RECEIVED BY TAX COLLECTOR 545:00 10/02/20T7- CREDITCARD-18-000371 This Local Business Tax Receipt only confines payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holders qualification, to do business. Holder mut comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above mast be displayed on all commercial vehicles- Miami -Dade Code Sec 8a-276. For more information. visit www.miemidade.godtexcollector EPOCA-2 OP ID: PA ACORL7" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/28/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER M&L Insurance Agency, Inc. 2855 N.University Dr. Ste. 110 Coral Springs, FL 33065 David Vaandering CONTACT NAME: DaVld Vaandering PHONE FAX (AIC No Ext): 877-304-2323 (a/c, No): 954-840-0320 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Houston Casualty Company COMMERCIAL GENERAL LIABILITY INSURED EPOCA CORP 800 NE 125TH ST NORTH MIAMI, FL 33161 INSURER B: Ascendant Commercial Insurance TEN -19951 INSURER C: 08/28/2018 INSURER D : $ 1,000,000 INSURER E : $ s 100 000 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DD!YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY TEN -19951 08/28/2017 08/28/2018 EACH OCCURRENCE $ 1,000,000 PREMI EES (ES (RENTEDa PREMISoccurrence) $ s 100 000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE POLICY OTHER: X LIMIT APPLIES jE L PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ C AUTOMOBILE XX LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS CA -44663-0 07/05/2017 07/05/2018 COMBINED SINGLE LIMIT (Ea accident) $ 1000,000 r BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ PIP $ 10,000 A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE XTEN-50116 08/28/2017 08/28/2018 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 Excess of $ GL Only X DED RETENTION$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITYY/ N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? n (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) GENERAL CONTRACTOR SEE ATTACHED SCHEDULE B CANCELLATION Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, FL 33138 i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE David Vaandering ACORD 25 (2014101) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NOTEPAD INSURED'S NAME EPOCA CORP EPOCA-2 OP ID: PA PAGE 2 Date 11/28/2017 2014 FORD F150 1FTFX1CF8EKD13496 2011 FORD F250 1FT7W2AT2BEA58313 2007 FORD F150 1FTPX12V37FB74709 2008 FORD F350 SUPER DUTY 1FTWW32R68EB98037 1999 ISUZU NPR 4KLB4B1RXJ002291 2000 FORD F350 1FDWF36S7YE93802 2006 CHEVY EXPRESS G3500 1GCHG39U561241075 1999 INTERNATIONAL 1HTHCAHR6XH671576 Accrrc,' CERTIFICATE OF LIABILITY INSURANCE �---- DATE(MM/DD/YYYY) 11/10/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Keyes Coverage Insurance 5900 Hiatus Road Tamarac FL 33321 CONTACT Snelling000FAX PHONE 954-7 (A/C. Nn, Fxt) 954 724 7000 (A/C No 954-724-7024 E-MAIL ksnelling@keyescoverage.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:Associated Industries Ins. Co. 23140 INSURED 14036 Epoca Corp 800 NE 125th Street North Miami FL 33161 INSURER B INSURER C : INSURER D $ INSURER E : INSURER F : COVERAGES •1422751871 • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE IN$D WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYW) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE _ LIABILITY ANY AUTO AUTOS OWNED HIRED AUTOS SCHEDULED NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PR PERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A y AWC1089783 9/4/2017 9/4/2018 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) GENERAL CONTRACTOR AND PLUMBING CONTRACTOR CERTIFICATE HOLDER CANCELLATION 30 Days Notice / 10 Days for Non -Pa y Miami Shores Village Department 10050 N.E.2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A+ Engineering Testing Lab. LLC 7066 SW 44 St Miami, FL 33155 PH: 305-668-5792 FAX: 786-513-3754 RETROFIT ROOF TO WALL CONNECTION • AT 9650 N Bay Shore Dr Miami Shores, FL ,0 .SAE �0`P. NSE . % Adbiaa H. Sai z ' , .: - P.E. ,s507 rw . el, cSS I 014 : `% • •• • • •• •• • • • • •••• •• • • • •. • •••• • •• • • •• • •• • •• •• .••• ••• • • • • •• • • •. •• • ••• • A / /1 / / • ...• . . . • . •• U Z GI J • • • N. • • •• r••• • • • • I.• •• • • • • • • • • •••• • •• ED' CD 2 • •• • • • • • •• •• •••• V) N R w • • • • • • • • • • • • • • • • • • •. • • ••• • / ROOF FRAMING PLAN \, SCOPE OF WORK RETROFIT ROOF TO WALL CONNECTION TRUSS CHORDS 12 WOOD TRUSS3,4,5,6 PL 1" 18ga NAILED TO TRUSS alik OR JOIST W/ (1) 10d COMMON NAIL _ PL 1.0" 16 ga NAILED TO TRUSS 5/16" ROUND FLAT WASHER TOP OF CONC. BEAM ; / 10d COMMON NAIL W/ 5/16" LAG SCREW 1-1/2" TIE BEAM • .4 1 1 ITIE • •' . • e _ CONCRETE TIE BEAM FRONT VIEW • SECTION•• •_ .••. .• • • • ••.• • •. • •.• . • • .• .• ...• •010.. • •. • • • • • • •• •• • NOTES:.414 GENERAL • 1) Design conforms to FBC 2010, IBC 2003 and NDS 2015. �•• 2) Structural steel shall conform to ASTM A36, yield strength 36000 psi. Load value shown are based on Steel Stress without 33% increase. All bolt holes are 5/16" diameter Lag screw. 3) All Nail values in wood conform to NDS 2015 for southern pine, G=0.55. Values for other species shall be adjusted as per NDS 2015. 4) Place strap over truss and verify that are legs are symmetrical (angle and lag screw's distance) and tense. • • PRODUCT CODE * MATERIAL BOLT NAIL DESIGN LOAD (LBS) PLYS (in) MEMBER DIM DESCRIPTION TO TIE BEAM TO TRUSS GRAVITARY UPLIFT STRAP 700 - - 1"X20" STRAP Plate 18GA (2)5/16"x1-1/2" (1) 10d - 700 Log screw PROJECT: REINFORCE ROOF FRAME AT. 9650 N Bay Shore, Miami FL SCALE 1 ":1' SHEET STRAP TIE WOOD TO WOOD BASE PLATE (1 members) CONNECTOR DESCRIPTION: STEEL PLATE (A36) GALVANIZED 18GA SHEET ASTM A653 CS -B G90 ALLOWABLE LOAD: Uplift := 700 -lb From SAP 2000 Output : REACTION: Ten si cn = T := 320.1b Shear = V := 200 -lb TENSION IN PLATE: Ten si cn = Tp := 405.37 • ib Geometric Properties: TRY (1) 1.0" 18ga STEEL PLATE A-36 Thckness of truss plate in contact with wood member Gross width of truss plate Bmin :_ lin Plate thick t := 0.052in' Diameter of Anchor Fracture net section B net bn := bef — d Aprov := (bn•t) d := 0.31in MN bn = 0.7 in Aprov = 0.036•in2 Allowable Tension (18 ga 1" Legs) Pn := Aprov-Ft Pn = 717.61b Control := if (Tp > Pn, "NO TOK" , "OK") CONNECTION TO TIE BEAM: ANCHOR BOLT CALCULATIONS: Wood Screw Diameter = 5 -in 16 SCREW QTY = Sqty := 1 each leg LOAD PER SCREW: T Tension per Screw = Tbolt :_ (Sqty) Control = "OK" Tbolt = 320Ib E := 29000000.psi Fy := 36000.psi Ft := 20000 -psi Fv := 14400 -psi • . • • . . .. . • . • • .... .. . • .. .... . .. • .. • • . • .. .. .... . • • . • • • • • • • • .. • ••• • . • V Shear per Screw= Vbolt := (Sqty) CHECKING ANCHOR BOLT COMBINED STRESS From Table specifications Thread penetration (in)= p := L5 Allavable Tension = ( := 307•b Allavable Shear= Z:= 200 Ib Figure 12F Courbirred Lateral and Withdrawal Loading Allowable Tension for lag screw Z := 433.281b Vbolt = 2001b . _ (W'P)Z. • (W'p)OQSs20.fZ'sin2a ontrol := if (Tp > Z , 'NO TOK" , "OK") • • • • • • • •• • • • • • • •••• •• • • • • • •••• • •• • •• • • • • •• •• •••• • • • • • • • 1 • • • • • • •• • ••• • Control = "OK" FzUSE 1.0" 18ga STEEL PLATE WRAP AROUND WOOD MEMBER AND CONNECT T OOD BASE PLACE W/ (2) 5/16" WOOD SCREW X 1-1/2" MIN. EMBEDMENT IN OOD BASE PLACE • • • • • • • • • •• • • • • • • • frIP • • • • • • • •• • • • • • • •••••• • • • • • • •..• • •• • •• • • • • • •• •• •••• • • • • • • • • SAP2000 Analysis Report Prepared by IR Model Name: plate 2D angle 60.sdb • • • • • plate 2D angle 60.sdb SAP2000 v15.0.0 - Contents October 29, 2016 Contents 1. Model geometry 3 1.1. Joint coordinates 3 1.2. Joint restraints 3 1.3. Element connectivity 3 2. Material properties 4 3. Section properties 4 3.1. Frames 4 4. Load patterns 5 4.1. Definitions 5 5. Load cases 5 5.1. Definitions 5 5.2. Static case Toad assignments 6 6. Load combinations 6 7. Structure results 7 7.2. Base reactions • • 7 8. Joint results .. .. ••••9• 7 9. Frame results •••• • 11 Pt •+ 8 List of Figures Figure 1: Finite element model • • • • ••.• •. • • • • • •• • • •••• • •• •• • •• • • •• . •.• •. ••••• •3 Figure 2: Deformed shape •••••• ••... 7 • • • • List of Tables • • • • • • • • •• • ••• • • • •• Table 1: Joint Coordinates 3 Table 2: Joint Restraint Assignments 3 Table 3: Connectivity - Frame 3 Table 4: Frame Section Assignments 4 Table 5: Material Properties 02 - Basic Mechanical Properties 4 Table 6: Material Properties 03a - Steel Data 4 Table 8: Frame Section Properties 01 - General, Part 1 of 4 4 Table 8: Frame Section Properties 01 - General, Part 2 of 4 5 Table 8: Frame Section Properties 01 - General, Part 3 of 4 5 Table 8: Frame Section Properties 01 - General, Part 4 of 4 5 Table 10: Load Pattem Definitions 5 Table 11: Load Case Definitions 6 Table 12: Case - Static 1 - Load Assignments 6 Table 14: Combination Definitions 6 Table 16: Base Reactions 7 Table 17: Joint Displacements 7 Table 18: Joint Reactions 7 Table 19: Element Forces - Frames, Part 1 of 3 8 Table 19: Element Forces - Frames, Part 2 of 3 8 Table 19: Element Forces - Frames, Part 3 of 3 8 home Page 2 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 1. Model geometry October 29, 2016 1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity. Figure 1: Finite element model 1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates Joint CoordSys CoordType Globe& GlobalY GlobatZ in in in 2 3 4 6 GLOBAL GLOBAL GLOBAL GLOBAL Cartesian Cartesian Cartesian Cartesian 6.914 11.872 13.372 18.329 0.000 0.000 0.000 0.000 5.022 13.609 13.609 5.022 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignments Joint U1 U2 U3 R1 R2 6 Yes Yes Yes No No Yes Yes Yes No No No No 1.3. Element connectivity Table 3: Connectivity - Frame Table 3: Connectivity - Frame Frame Joint' JointJ Length in 2 3 5 2 3 6 3 4 4 9.915 1.500 9.915 home • • • • • • • • • •• • • • • • • • • • • •••• •• • • • • • • • • •••• • •• • • • •• • • •• • ••• •• •••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• Page 3 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 2. Material properties October 29, 2016 Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame AnalSect DesignSect MatProp 2 PLATE PLATE Default 3 PLATE PLATE Default 5 PLATE PLATE Default 2. Material properties This section provides material property information for materials used in the model. Table 5: Material Properties 02 - Basic Mechanical Properties Table 5: Material Properties 02 - Basic Mechanical Properties Material UnitWelght Ue l Mass 1 012 U12 Al Lb/in3 Lb-s2/1n4 Lb/in2 Lb/in2 1/F A500GrB42 A992Fy50 2.8356E-01 7.3446E-04 29000000. 11153846. 00 15 2.8356E-01 7,3446E-04 29000000. 11153846. 0.300000 00 15 0.300000 6.5000E-06 6.5000E-06 ' ' • • • • • • Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a - Steel Data Material Fy Fu FilnalSlope Lb/in2 Lb/in2 A500GrB42 42000.00 58000.00 -0.100000 A992Fy50 50000.00 65000.00 -0.100000 3. Section properties This section provides section property information for objects used in the model. 3.1. Frames Table 8: Frame Section Properties 01 - General, Part 1 of 4 Table 8: Frame Section Properties 01 - General, Part 1 of 4 • •• • • • • • • • • • • •••• •• • • • • • • • • •••• • • •• • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • •• • ••• • SectionName Material Shape — t3 t2 tf tw Area TorsConst in in ir1 in in2 414.,. PLATE home A500GrB42 Angle 2.0000 0.0748 0.0100 0.0747 0.15 2.735E-04 Page 4 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 4. Load patterns October 29, 2016 Table 8: Frame Section Properties 01 - General, Part 2 of 4 Table 8: Frame Section Properties 01 - General, Part 2 of 4 SectionNarite 133 122 AS2 AS3 in4 in4 in2 in2 PLATE 4.980E-02 6.947E-05 0.15 7.480E-04 Table 8: Frame Section Properties 01 - General, Part 3 of 4 Table 8: Frame Section Properties 01 - General, Part 3 of 4 SectionName S33 522 233 Z22 R33 R22 in3 13 in3 in3 In In PLATE 4.980E-02 1.855E-03 7.470E-02 2.790E-03 0.5774 0.0216 Table 8: Frame Section Properties 01 - General, Part 4 of 4 Table 8: Frame Section Properties 01 - General, Part 4 of 4 ISsctlonNarne AMod A211Ao i A3MOd JMcd 12Mod 13Mod MMod WMod PLATE 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.aoa0aG • • • • . ... III . 4. Load patterns This section provides loading information as applied to the model. 4.1. Definitions Table 10: Load Pattern Definitions Table 10: Load Pattern Definitions LoadPat DesignType SeIfWtMult AutoLoad WIND WIND 0.000000 None 5. Load cases This section provides Toad case information. 5.1. Definitions home . ...... . . • . • • .... . . .. .. .. . • . . • • . .. • .. .. • .. .. • .... • • • • • • • • Page 5 of 8 plate 2D angle 60.sdb 6. Load combinations Table 11: Load Case Definitions Table 11: Load Case Definitions SAP2000 v15.0.0 - October 29, 2016 Case Type initialGond ModalCase BaseCase DesActOpt DesignAct WIND LinStatic Zero Prog Det Short -Term Composite 5.2. Static case load assignments Table 12: Case - Static 1 - Load Assignments Table 12: Case - Static 1 - Load Assignments Case LoadType LoadNalme LoadSF WIND Load pattern WIND 1.000000 6. Load combinations This section provides Toad combination information. Table 14: Combination Definitions Table 14: Combination Definitions ComboName ComboType CaseName ScaleFactor COMB1 Linear Add WIND 1.000000 home • • •• • • •• •• • • • • • •• • • • • • •••• •• • • • • • • • • ••••• • • •• ••• • • • • • •• •• •••• • • • • • • • • • • • • • • • •• • ••• • Page 6 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 7. Structure results October 29, 2016 7. Structure results This section provides structure results, including items such as structural periods and base reactions. 7.2. Base reactions Table 16: Base Reactions Figure 2: Deformed shape Table 16: Base Reactions OutputCase GlobalF)C dlobalfiv GIobaIFZ GlabalMX GlobalMY GtobalMZ Lb Lb Lb Lb -in Lb -in Lb -in WIND -5.551E-14 0.00 -700.50 0.00 8841.55 0.00 8. Joint results • • • • • •• • .••• This section provides joint results, including items such as displacements and reactions'.... • Table 17: Joint Displacements Table 17: Joint Displacements Joint OutputCase U1 U2 U3 121 R2 �� R•S•t+• • • . • •. • • . • • • • • • • • • ••• •• • • • . • • •• • • • •••• • • • • �• in in in 2 WIND 0.000000 0.000000 0.000000 3.713E-19 0.012928 •3.239E-1'8.: 3 WIND -0.000035 2.074E-17 0.001092 -1.723E-18 -0.026614 4.448E-18 4 WIND 0.000035 2.497E-17 0.001092 -1.723E-18 0.026614 1.193E-18 6 WIND 0.000000 0.000000 0.000000 -3.817E-18 -0.012928 -1.554E-20 Radians Radearn • • Rails , ,,j • • Table 18: Joint Reactions Table 18: Joint Reactions Joint OutputCase F1 F2 F3 M1 M2 M3 Lb Lb Lb Lb -in Lb -in Lb -in 2 WIND 6 WIND -204.09 0.00 204.09 0.00 -350.25 -350.25 0.00 0.00 0.00 0.00 0.00 0.00 home Page 7 of 8 plate 2D angle 60.sdb SAP2O0O v15.O.O - October 29, 2016 9. Frame results This section provides frame force results. Table 19: Element Forces - Frames, Part 1 of 3 Table 19: Element Forces - Frames, Part 1 of 3 Frame Station OutputCase P V2 V3 in Lb Lb Lb 2 0.000 2 4.957 2 9.915 3 0.000 3 1.500 5 0.000 5 4.957 5 9.915 WIND WIND WIND WIND WIND WIND WIND WIND 405.37 405.37 405.37 204.09 204.09 405.37 405.37 405.37 - 9.925E-17 -9.925E-17 - 9.925E-17 2.145E-14 -2.145E-14 -9.925E-17 - 9.925E-17 -9.925E-17 1.62 1.62 1.62 -350.25 350.25 1.62 1.62 1.62 • Table 19: Element Forces - Frames, Part 2 of 3• • Table 19: Element Forces - Frames, Part 2 of 3 • • • Frame Station OutputCase T M2 511 MaxN13'' • PtS• 11 Mix x511 M4 in Lb -In Lb -in Lb/in2 Lb -inn • • •.• • 1 • .._• 2 0.000 WIND 0.00 -1.735E-15 2713.30 0.a0 • • • • " • ..• . ;1.Qgp0 2 4.957 WIND 0.00 -8.04 7033.15 4.929E61Ej•• 2 •. .11:oj 2 9.915 WIND 0.00 -16.07 11353.01 9.84QF,ttl•• •2.:..• •i1.Q3 Q 3 0.000 WIND 0.00 -16.07 10005.75 9.84;iEl.. 2 . -1.Q()1)0 3 1.500 WIND 0.00 -16.07 10005.75 9.840-16 : • •.1.4:11% 5 0.000 WIND 0.00 0.00 2713.30 0.Q0 . it • 0.000Q 5 4.957 WIND 0.00 -8.04 7033.15 4.92d41b• : z • • n'a0ba 5 9.915 WIND 0.00 -16.07 11353.01 9.840E-16 2 • •: -1.0000 Table 19: Element Forces - Frames, Part 3 of 3 Table 19: Element Forces - Frames, Part 3 of 3 Frame Station OutputCase x3511 Max St1Min PtS11Min x °thin x3S11Min in in Lb/in2 in in 2 2 2 3 3 5 5 5 0.000 4.957 9.915 0.000 1.500 0.000 4.957 9.915 WIND WIND WIND WIND WIND WIND WIND WIND 0.0374 0.0374 0.0374 0.0374 0.0374 0.0000 0.0374 0.0374 2713.30 -1618.06 -5949.42 -7296.68 -7296.68 2713.30 -1618.06 -5949.42 1 1 1 1 1 0 1 1 -1.0000 -1.0000 -1.0000 -1.0000 -1.0000 0.0000 -1.0000 -1.0000 -0.0374 -0.0374 -0.0374 -0.0374 -0.0374 0.0000 -0.0374 -0.0374 home Page 8 of 8 - SAP2000 2/1/16 21:46:51 • • • •• ....� •• • • •••• 0.11. • 0000 • • • 00 0000• • • • • • • • ••• • • • • • •• •• 0000 •11•• • • • •• • • • • • • ••.• • • • • • • • • • ••••'• •• • ••• • • • • • SAP2000 v15.0.0 - File:plate 2D angle 60 - Frame Span Loads (WIND) (As Defined) - Kip, in, F Units SAP2000 2/1/16 21:49:04 • • • 00601• • • . 6600 140 00000 • 0000 .. 0 • • • • .0.• • .0 • . 0. • • • 0000 • .. • • • . • • • •• • • .6.6*. .t i • • 0.6 • • • .. 00 SAP2000 v15.0.0 - File:plate 2D angle 60 - Axial Force Diagram (WIND) - Ib, in, F Units • SAP2000 2/1/16 21:49:53 3-1 CO CO • ill • •41•• • •••• •0 • • • •• • •00• • 4,0 • O 04,0♦ • • • •• • I• •• •• •••• •s•• •,. e seeee A.I • • • e. • • • • • • •0410•• •• ••• • • )204.09 ••• SAP2000 v15.0.0 - File:plate 2D angle 60 - Joint Reactions (WIND) - Ib, in, F Units ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Editio High -Velocity Hurricane Zone Uniform Per Section A (General Inform ROOF CATEGORY pe 0 Mechanically Fastened Tile Mortar/Adhesive Set Tiles is Shingles 0 Metal Panel/Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance X Reroofing MOO ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) ZI O) Steep Sloped Roof AREA (SSF) �1 Total (SF) 0 New roof 0 Repair 0 Wood Shingles/Shakes ❑ Recovering • • • • • Section B (Roof Plan) .... • • • • Sketch Roof Pian: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers andb'Mlow draing.•111CIude dirrlth! • sions of sections and levels, clearly identify dimensions of elevated pressure zones and IocationdPeie�Jets. • • • • ... • • .. •. •• .•.•, ••••`• • ••• •• • •••• • • • . • • • • nritainimmittlisiii ..er mummummommammimmummumamm . 111111111111111111MMEIMIWINNIMEIMMEN III : 1 r 1 :i .419" 1 iinNimi 4 ItiA)k\ NOV 0 7 2017 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form' Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as 'NA') System Manufacturer. air me NOA No.: • l lag o , Q/ Design Wind Pressures, From RAS 128 Calculationb Pmaxl: /' Pmax2: 41 Pmax3: /42, Max Design Pressure, From the Specific NOH 14' System* Deck: Type: Gauge/Thickness:59 W • Slope: Anchor/Base Sheet & No. of Ply(s)• I.64.50 Insulation Base Layer. 2r N,/.4 Base Insulation Size and Thickness: /4 Base Insulation Fastener/Bonding Material: 4.0) Top insulation Layer. 4414 rfW4 Top Insulation Size and Thickness: • Top Insulation Fastener/Bonding Material: WA Base Sheet(s) & No. of Ply(s): 4)/4 Base Sheet Fastener/Bonding Material: it/4 Ply Sheet(s).& No. of Ply(s):2 ,Pb f4 Y," Ply Sheet F ne B ndi g" ten Top P44 AI� �=✓c�f� .��Pi 2,L Top Ply Fa allg Surfacing: �f Miff Fastener Spacing forAnchor/Base Sheet Attachment d Field: /' oc © Lap, # Rows A . oc Perimeter. ' oc © Lap, # RowsP7_ © ' oc Comer. 42:1'ocg Lap, #Rows ©•oc Number of Fasteners Per Insulation Board Field 414 Perimeter Corner 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, Partpet Height, Height of Base Flashing, Compor..nt Material, Material Thickness, Fastener Tyne, Fastener Spacing or Submit Manufacturers petaJrr•that Comply with RAS 111 and Chapter 18b.• • �Lf`g 211470 feep4et../os fry4 •.• • • • •••••• • •••• • • •••• ••. • •• •• • • • • • ••• • • • . • Mean Roof Height Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof Slope: 3 :12 • • • • . • • . . Steep Sloped Roof System Description.... Deck Type: •. . • .• ..• • . ype Underlayment: nsulation: Ridge Ventilation? N4 • • • • • 0••. . • .... .• SO4 4->-1-h4 -fr-1 re Barrier: astener Type & Spacing: dhesive Type: ype Cap Sheet: oaf Covering: Mean Roof Height: 13 V, 5 / jA T_U. M'- SMv ) Type & Size Drip dge: 3>c3 266,34,w. N N D -11 2- Roof System Manufacturer: lJ o . i. C(4:30,� \ 1' e Notice of Acceptance Number: /4- 03 (I ' 6 5 - Minimum Design Wind Pressures. if Applicable (From RAS 127 or Calculations): Minimum P1: ,1 P2: 17, 11 P3: 30.`6 Maximum Design Pressure (From the NOA Specific System): '10.4 Method of tile attachment: lite....� Zq 5 Roof Slope: 3 :12 • • • • . • • . . Steep Sloped Roof System Description.... Deck Type: •. . • .• ..• • . ype Underlayment: nsulation: Ridge Ventilation? N4 • • • • • 0••. . • .... .• SO4 4->-1-h4 -fr-1 re Barrier: astener Type & Spacing: dhesive Type: ype Cap Sheet: oaf Covering: Mean Roof Height: 13 V, 5 / jA T_U. M'- SMv ) Type & Size Drip dge: 3>c3 266,34,w. N N D -11 2- Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculationsi For Moment based tile systems, choose either Method 1 ns the Mr for Mrwlth the values from M,. lithe Mr values are greater man or values, for each area of tate roof, then the lir attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" ‘47,131 '315 s 14.Si�-mg: 7 -M, NOAM, 710,1( (Ps: 8--1)..315 s 2510)–Mg: 7•67 – gil4 NOAH, fip. 4 (Ps: 11-1.'3 x ,315- se Z'$.ij)–Mg:=Prf .0=±1 NOAM, y®,4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA M1 M. Required Moment Resistance* Description Paan Roof Haight — Roof Slope 15' 20' 25' 30' 40' t12 34.4 36.5 362 30.7 42.2 X12 32.2 34.4 36.0 37.4 S :AL 4:12 30.4 32.2 33.6 •V''4'11./ „ 37.5 I- 5:12 28.4 30.1 31.6 ••sem• ;• 6:12 26.4 26.0 29A •066.6. All calculations must be submiead to the Building Official at the time of permitappiiation. 7:12 24.4 25.9 27.1 ••662 ...: ••30.0 -..•.' 'Must be used in conjunction with a list of moment based tile systems endorser6f lee Broward County Board of Rules and Appeals. • • • • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F` values are greater than or equal to the F. values; fob, lgch area of the roof, then the the attachment method is acceptable. • • • Method 3 "Uplift Based (Pi: 11: - z w: -_J -W: (P2: 11: -_1 w: )–W (Ps: xI: a 1 w:)–W: Tile Caknlations Per RAS 127" 1cos 0:_= F.,: NOA _zcos 8:_– Fa: NOAF' 1 cos 8: = Fa: NOA F' ... • • • •• . . • • •.. • •• •. •4 ••••4 • . . • • • • Where to Obtain Information Description Symbol Where to find Design Premiss PI or P2 or P3 RAS 127 Table 1 or by an angiOeaina analysis prepared by PE bored on ASCE 7 Man Roof Height H Job Site Skim Roof Slee a Job Site Aerodynamic Multiplier A. NOA Removing Moment due a Gravity Ma NOA Attacbm at Resistance Mr NOA Requited Moment Resistance Mr Calculated Minimum Attachment Resismoo F NOA Requited Uplift Resistance F. Calculated Ave NOA TileTileO =W Tie 1- larstia are widdt NOA All calculations must be submiead to the Building Official at the time of permitappiiation. . • • • • • . M1AM1 DADS 0 7d�•�:v DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadc.eov/economy 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 pi•o(Arc t Coriwl..ection •• (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve ttre rf t to have this product or material tested for quality assurance purposes. If this product or material fails to pnrfg rn in thei.iepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatet,v ratike, mtay.or suspend the use of such product or material within their jurisdiction. RER reserves the right l,q,rev ke this. ceptance,..;..• if it is determined by Miami -Dade County Product Control Section that this product or material falls to meet requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with the Flofida B ilding•Code. • including the High Velocity Hurricane Zone of the Florida Building Code.• • . • • • • DESCRIPTION: Saxony 900 Concrete Roof Tile •. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cate2orv: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Saxony 900 -Slate Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces MIAMI•DADE COUNTY APPROVED Dimensions Length = 17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS -1 12 • • • • • Pro.••ductr•• Description • • • • �• • Flat profile, interlocking, higk•pressure extrx4ied • • concrete roof tile with two rmil.holes. For direct declr,•••• batten, mortar set or adhes?v,setrpplictttfo>is.; • Flat profile, interlocking, llighprgssure extrided concrete roof tile with two:naithQles. Fpr direct decl�, batten, mortar set or adhesive set applic$ttOrts: •Top • surface produced with 4 dinertnt;config ratings: • 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 .' • • 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Aaency The Center for Applied Engineering, 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. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMI DADE COUNTY Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC -77 7161-03 Appendix 11 & 1II Letter Dated Aug. 1, 1994 P0631-01 P0402 R 1.894/.R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 1 d2 . •. (1 Quik -Drive Screw, Direct Decd) Static Uplift Testing TAS 102 • (1 Quik -Drive Screw, Battens/ Wind Driven Rain• • •••• TAS 100 Wind Tunnel Testing' TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails .. .. • . . • • • • . .• • Physical Properties TAS I12 Static Uplift Testing TAS 101 Static Uplift Testing. TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Grav:ty TAS 112 Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 . . March, 1995 •... qFI•.I•994 ... • Dec. 1191 • .teigs;994 July14 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 . • • . • • • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION . . . • .. . • • • • 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components, 613311. be installed in stricj compliance with Roofing Application Standard RAS l 18, RAS 119, and RAS 120... 4.2 Data For Attachment Calculations .... • • . Table 1: Average Weight (W) and Dimensions (I x w )•• •• ..,... •• •• Tile Profile Weight -W (Ibf) Length -I (ft) • •Width-w.(ft) .. Saxony 900 Slate, Shake & Split Shake 10.9 1.417 :��.•• Direct Deck 1.08 .. . . Table 2: Aerodynamic Multipliers - X (ft3 Tile X (ft3) . (ft3) Profile Batten Application Direct Deck Application Saxony 900 0,291 0.315 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAM1.DADE COUNT' NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 • • ... • • • ..• • •••• • Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Mechanically Fastened Systems • •, Tile Profile Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Adhesive' Battens �• Saxony 900 State, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38,1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 . 35.. • • • 6••••3.8 st • • 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 '31.9 - :•••Z2.2 • • Table 5: Attachment Resistance Expressed as a Moment Mf Efe•� t:Ib#} •"'• for Two Paddy Adhesive Set Systems •••• • •, Tile Profile Tile Application ilitiriiirytiim Attacrw4ent • ••••Resistance •.'31.3;4.•;• •• Saxony 900 Slate, Shake & Split Shake Adhesive' , �• 1 See foam adhesive manufacturer's component approval for installation requirements. 111. la •••• • • 2 The Dow Chemical Company TileBondT" one -component foam minimum weight per paddy 13.9 grams. • 3. ICP Adhesives Polyset® AH -160 two -component foam, minimum weight per paddy 8 grams. . • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam 5 Tile-Tite Roof Tile Mortar 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH -160. • 4 Medium paddy placement of 24 grams of Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment :Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43,96 5 Tile-Tite Roof Tile Mortar MIAMI•DADE COUNTY NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 • • . .••• • •• • .• .••• • • • ••.• • ••.• • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS . • . •. . • . 6.1 Application for building permit shall be accompanied by copies of the following! • 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by the Building Official or applicable buulZ1Ii .ode irrorderto properly evaluate the installation of this system. �' NAIL HOLES PROFILE DRAWINGS . ... . . . . ..• .. .. • • • . • • • • . • . • . • . • . •. . .•. . • . • • .• 1-5/32" (Slate) 17" MIAMI•DADE COUNTY COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS 1-9/32" (Shake) Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE MIAMI.DADE COUNTY APPROVED • . • • • . • • • ••�M i. ••••• • • • 1•• •••• ••.• • • ••• •• •• •• • • ••• • • • •• • • • •• • • • • • • • • • • • •• • •.• • • • •• NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE MIAM I•DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 »•ww.miamidade.eov/economv 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 Cout ty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Ctrhty) • reserve the right to have this product or material tested for quality assurance purposes. Iftilis product or material fails to perform in the accepted manner, the manufacturer will incur the expense o%•sriah testing' . and the AHJ may immediately revoke, modify, or suspend the use of such product or materialivithin thgiT • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miarn IM:e Counry'. Product Control Section that this product or material fails to meet the requirements ofth�.pgfic• • able •• building code. • • • . . . . This product is approved as described herein, and has been designed to comply with thef lorjda,BuildRrg Code including the High Velocity Hurricane Zone of the Florida Building Code. •• • •••• • • •• DESCRIPTION: GAF Conventional Built -Up Roof Systems 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 NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of31 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Specification Description ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic ply sheet reinfsrced. with fiberglass mat. . • • Smooth surfaced asphaltic plg%heel reinffr :. with fiberglass mat. • Product GAFGLAS® Ply 4 ri-• y" Ply 4 0 1'1PP.t. UAl'uLAS® #80 Ultima' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nai fable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth MIAMI•DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 • Smooth asphaltic base or baselipily sheet reic�'otced • • • with fiberglass mat. ••••• •••• Smooth asphaltic base or blspfpjy sheet rein�vrc :d with fiberglass mat. • Smooth asphaltic base or ba'§e/ply Sheet rQi41 r d with fiberglass mat. • •.• • ••• • Smooth surfaced asphaltic perforated venting%tce sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer-modified.asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 • . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Rub Product GAFGLAS® Mineral Surfaced Cap Sheet Test Dimensions Specification 39.37" (1 meter) ASTM D6164 wide 39.37" (1 meter) ASTM D3909 Wide R 39.37" (1 meter) Wide Granule Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat ' MB Plus 39.37" (1 meter) Wide ASTM D3909 ASTM D3909 5 or 55 gallons ASTM D6083 1, 5 or 55 gallons ASTM D6083 5 or 55 gallons Proprietary Proprietary ASTM D226 Topcoat ' FireOutm 5 or 55 gallons Fire Barrier Coating VersaShield®Fire- 12" x 100' rolls Resistant Roof Deck Protection VersaShield® Solo' 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSeal"'' MIAMI•OADE COUNTY APPROVED 1, 5 gallons or 1 qt. tube ASTM D146, D828, D4869, D6757 TAS 139 Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCote' Elastomeric Coating. • • Solvent -based thermoplasticYel bar • sealant designed to protect end jestore aged roof surfaces and to increase•roOfttfleetivity. • . • •... •••• Water-based elastomeric cdaYiig•'•• . • •• . . . . Water based, low VOC primer 8esigned to block asphalt bleed -through. . • • • • • Low VOC, water based firabarritr coating. •. . •.. . • . Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuard'" Polyiso Insulation EnergyGuard'" Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuard"' RA Polyiso Insulation EnergyGuard' RA Composite Polyiso Insulation EnergyGuardTM RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard' Perlite Roof Insulation EnergyGuard' Perlite Recover Board Securock® Gypsum -Fiber Roof Board Securock® Glass -Mat Roof Board Structodek® High Density Fiber Board Roof Insulation DensDeck® Prime Roof Board DensDeck® Roof Board MIAM1•DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF • • . CoAF • U'AF • . . .•.. .•.. .... . . ..•. ••••OAF •••• • . • . . ..• •. .. • • QAF • • . • • U'AF . ••• . • . United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: Fastener Product Number Name 1. Drill -Tec"" #12 Fastener 2. Drill -Tec" #14 Fastener 3. Drill -Tec' ASAP 3S 4. Drill -Tec'" 3" Steel Plate 5. Drill-TecT" 3" Standard Steel Plate 6. Drill-TecT" AccuTrac®Flat Plate 7. Drill TecT" AccuTrac® Recessed Plate 8. Drill -Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR -10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-Tece' #I2 Fastener with Drill-Tece' 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-TecT" fasteners. Galvalume® coated steel stress plate for use with approved Drill -Teem fasteners. A2 -SS aluminized steel plate for use with Drill-TecT" fasteners. Galvalume® steel plate with recess for use with Drill- Tece" fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-Tece" fasteners. Manufacturer Dimensions (With Current NOA) #12 x 8" max. GAF length, #3 Phillips head. #14x 16" max. length, #3 Phillips head. GAF • See GAS components • 3" Round 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round . . .... GAF.... . . .... .... . • . • . . . . ..• .. .. • GAF •. • .• . • . . .. • ... . • . .. GAF GAF GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 02/13/13 3047636 4470 08/08/13 ODOA8.AM 4470 07/09/99 OD 1 A8.AM 4470 :0• 7,1g9f94 0Y9Q5.AM 4470 •• • • • : 04/0 1/98 •• • 1B9A8.AM 4470 •09/84,97 • 2B8A4,AM 4470 •07/Q2/97 3B9Q1.AM 4470 .... 41f Q$/98 • 3D4Q2.AM 4470 ••• •• • •4V34/97 797-03221-267 4470 .U/27/7 • • 797-03825-267 4470.. • .. • 07/2 USJ8 797-10228-267 4470 01/23/15 •.• • • •• . UL LLC R1306 UL 790 •• •• :0�'91h17• • • PRI Construction Materials GAF-012-02-02 ASTM D4977 • • • • • •Pll'Q6/91 • Technologies, LLC GAF-020-02-01 ASTM D497.7 02/0 VO2 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01 Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 . 08/08/14 GAF-559-02-0] TAS 117(B) 09/30/14 MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC MIAMI•DADE COUNTY APPROVED (CONTINUED) Test Identifier GAF -559-02-04 GAF -559-02-05 GAF -559-02-06 GAF -559-02-07 GAF -559-02-08 GAF -559-02-09 GAF -559-02-11 GAF -559-02- 12 GAF -559-02-13 GAF -559-02-] 4 GAF -559-02-15 GAF -559-02-16 GAF -559-02-18 GAF -559-02-19 02-005 02-014 C8500SC.1 1.07 03 0250.02. I 0-3-R2 031360.03.10 G33470.01.11 G34140.04.11-2 034140.04.11-4-R2 634140.04.11-5-R3 036780.07.11-R1 G40630.01.14- I G40630.01.14 -2A G40630.01.14 -2A -1-R1 043610.01.14 G6850.08.07-1 SC6870.08.14-R 1 11-053 Description Date ASTM D 1876 10/01/14 ASTM D 1876 10/15/14 TAS 114(H) 10/02/14 ASTM D 903 1.0/02/14 ASTM D 903 10/02/14 ASTM D 903 10/02/14 TAS 114 10/14/14 TAS 114 10/14/14 TAS 114 10/15/14 TAS 114 10/15/14 TAS 114 10/I5/14 TAS 114 10/15/14 TAS 114 10/15/14 TAS 114 :p441Y(15 TAS 114' •..• : .01/1$/02 TAS 114 :7o2 TAS 117 117.707 ASTM D3909•::::• •Q¢%;115 ASTM D6164 .W31410 ASTMD6164..•••• 11/1g1 I ASTM D616^ 04/5/11 ASTM D6401 : • : .06/04/15 ASTM D4897. • :6611 715 4470 -TAS 114.. : •Q;/18111 ASTM D6163 01%6,14 ASTM D6164 01/07/14 ASTM D6164 04/10/14 ASTM D3909 01/22/14 ASTM D3909 08/13/07 ASTM D3909 09/04/14 TAS 114 08/12/11 NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 Membrane Type: Deck Type II: Deck Description: System Type E(3): All General and System Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: MIAMI DADE COUNTY APPROVED BUR Wood, Non Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports.spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. Limitations shall apply. TOPCOAT FireOut" Fire Barrier Coating, VersaShielde Fire -Resistant Slip Sheet or VersaShield® SoIoTM Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. •• (Maximum Design Pressure: —45 psf. See General Limitation #y. • Miami -Dade County Approved min. 12 ga. annular ring shan(.neitTend min. 1-5/8 in. diameter tin caps are spaced 6 in. o.c. in the nein 4 in. wide anthaf Sheet side laps and 6 • in. o.c. in the field of the sheet in two staggered rows. ."". .••.•. • (Maximum Design Pressure: —52.5 psf. See General Limitation #'7) •••• Drill -Tee"' #14 Fasteners and Drill-TecT" 3 in. Standard Steel flate9,6Drill-TecT•• AccuTrac® Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume stat: (flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in'o,c. inthe field pfne sheet in two staggered rows. • . (Maximum Design Pressure: —52.5 psf. See General Limitation #71 Drill-TecT"' #14 Fasteners and Drill-TecTe" 3 in. Standard Steel Plates, Drill-TecT"' AccuTrac® Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Drill-TecT"' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill -Tee' AccuTrac® Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri -Ply'' Ply 4, GAFGLAS® Flex Ply 6 adhered m a u mopping o hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 27 of 31 Surfacing: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® BUR Granule Cap Sheet or GAFGLAS .EnergyCap"' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 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® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMI-DADE COUNTY APPROVED • . . .• .. . . •. . . . ... . • . ..• .. ... . . • • . • • • . . • .• .. • ... • • . NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyT' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDeck' 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 usi ii mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons rews, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilatititr. Bncirclh&gethe • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow crds'�' ehtilatiort. Asphalt • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attathed'$Tstems sh�dll 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 23.5•lTf., as • • tested in compliance with Testing Application Standard TAS 105. If the fastener value.iS fed -tested, atplelow 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is Based an a minimum •' fastener resistance value in conjunction with the maximum design value listed within as peri is systarrr7 could the • fastener resistance be less than that required, as determined by the Building Official; a revised•fasterretspaling, • • 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 TGFU.R1306 - Roofing Systems Paoe Bottom TGFU.R1306 Roofing Systems Page 1 of 4 Roofing Systems Gene Seeral Information for Roofing Systems GAF 1 CAMPUS DR R1306 PARSIPPANY, Ni 07054 USA "RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1,5" may be utilized as an alternate to Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum board or 1/4 -in, thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" "DensDeck® DuraGuard" Roofboard" (minimum) United Gypsum 'lafi(Type or "SECUROCK® Glass -Mat Roof Board" SGMRX) may be in any existing nonombustibledeck Classification. When thisis done, the resulting roofing system Is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" are to offset a minimum of 6 -In. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4 -in, thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK®Glass-Mat Roof Board T • SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insylation exwpty�� polystyrene. • • • • • • • • • • Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri -PI y® Ply 4" or biaeaerto Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime "DensDFlexeckor'DensDec ®UDuareGua d" P0000fb acrd" ins of r offing • asphalt, • • "GAFGLAS® FlexPly'" 6 5L" and "GAFGLAS® FlexPly" 6" may be used interchangeably in any roof covering system I sled below. • • •• • • • • "EnergyGuard"" Ultra" Is an acceptable alternate to "EnergyGuard'"" In any applicable Classification, • • • • •• • • • • "GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot rovfing�phalt over • • • •• noncombustible decks and as a recover over existing roof systems. •• "EnergyGuard"" Perli[e Insulation" may be utilized as a cover board over "EnergyGuard'"" • in any of the foilowing systems.• • • • •• •• • Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or CL Cla,s!igjed uretftane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation.•• • • Unless otherwise Indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacture's Installation • • • • • • instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuard" Tapered" is an acceptable alternate to "EnergyGuard"" in any applicable Classification. "EnergyGuard" Ultra Tapered" is an acceptable alternate to "EnergyGuard" Ultra" In any applicable Classification. "EnergyGuard" NH Tapered" is an acceptable alternate to "EnergyGuard'" NH" in any applicable Classification, "EnergyGuard" NH Ultra Tapered" is an acceptable alternate to "EnergyGuard" NH Ultra" in any applicable Classification. "EnergyGuard" Barrier Tapered" Is an acceptable alternate to "EnergyGuard" Barrier". "EnergyGuard'" NH Barrier Tapered" is an acceptable alternate to "EnergyGuard" NH Barrier". Minimum 1 -in, thick "EnergyGuard" Barrier" is an acceptable alternate to "EnergyGuard" Ultra" in any applicable Classification, Minimum 1 -in. thick "EnergyGuard" NH Barrier" is an acceptable alternate to "EnergyGuard'" NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 gss mat base sheet (GAFGLAS #75 Base Sheet" or "Tri-Ply a suitable aasphalt errnate for Type G1 asphalt"glass fiber® ber®ply sheet ("GAFGLAS® Ply 4" or Tri Ply®75 BaseS Ply 4heet" or "GAFGLAS® FIexor "GAFGLASO #8x PIyl6"Ultma or "Tri -Ply® Ultra - Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet") may be substituted for Type 61 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS® Flashing" or "RUBEROID®" may be used for flashing In any of the Class A, B or C systems listed below. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 8/7/2017 TGFU.R1306 - Roofing Systems Page 2 of 4 When "perlite" Is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are Suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in, minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of on polystyrene es board minimum thick perlite board ewith rosin (perlite/rosinpaper/polysty paper/polystyrene/perlite) Is suable alternate orpolyocyanurateboardn hfollowigClassA 13 or C systems.Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Ultima" Base Sheet" may be used In any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation In any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings" FireShield MB Roof Coating" applied.at a rate of 2-1/2 to 3-ga1/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "RUBEROID® Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes In any applicable Class( fication. Class A 1. Deck: C-15/32 Incline: 3 • • Barrier Board(Optional); TM thick Georgia-Pacific1/4-in. Gypsum D•• • "DensDeck® Prie Roofboard" or "DensDeck® DuraGuardRoofboard" or hik United States Gypsum Ea • • • "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Vapor Barrier: — one or more plies "GAF® SA Vapor Retarder" self -adhered • Insulation: — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or pgr i�polyisocyanii��e• • composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickeess. • • • PIy Sheet: — Three or more plies Type G1 "GAFGLAS® Piy 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply !"•o► •Tri -Ply® U10 -10 -flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel, ••• • • • o • 2. Deck; C-15/32 •• •• •• Incline: 2 • • • Barrier Board (Optionalyersm• • • • "DensDeck® Prime Roofboard" or OneDensDeck® DuraGuard'" Roofboard" or minimum 1/4- n 1/4 -in. thick Georgia-Pacific�.thick UnitedeStatte9►Gyypsumsum LLC "rtnsDecktbGo � • • • "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). - • • • Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perrite/polyisocyanurat� . • • composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. •• Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4 -in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-PIy® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. 6DCap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. ck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet", mechanically fastened. Ply Sheet; — One or more plies Type G1 "GAFGLAS® Ply 4" or "Trl-PIy® Ply 4" or GAFGLAS® Flex PIy 6" or "Tri -Ply® Ultra -Flexible PIy 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings" TOPCOAT® EnergyCote" Roof Coating" or "TOPCOAT® MB Plus Coating" or "united Coatings" Roof Mate MB Plus Coating" applied at a rate of 2-gal,/100-ft.'. 5. Deck: NC Incline: 3 Base Sheet; — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" or "GAFGLAS® Stratavent® Mailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® • •• • • • • • • http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 8/7/2017 • TU\r\ctuIGy�ir\A-- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 rp8e't•tht requirements of the applicable building code.• This product is approved as described herein, and has been designed to comply with the F1or Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Polyglass Polystick Underlayments . • . • .... .... . . . .... •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereirrk RENEWAL of this NOA shall be considered after a renewal application has been filed and in the applicable building code negatively affecting the performance of this product. ... • • pi,ty.state and fpllowing . • . . • • • . • . Iliere^has beettvo3hange TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 • ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR -Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI•DADE COUNTY APPROVED Dimensions 65' x 3'3-3/8" Or 65'x3' 60 mils thick 61' x 3'3-/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed.as a metal roofing and roof tile underlayment . • • •. • • A rubberized asphalt self-adl ing..polye$ttf feihforceil,.. ••. waterproofing membrane. Designed as a a roof tile • • underlayment. •••• •••• • • •.... ••.. • A rubberized asphalt waterprpajw.memllr e, glass- • • fiber/polyester reinforced, with agranular surtade designed for use as a tile roof nndeilayment. • A rubberized asphalt self -adhe• ring, g• lass iiU▪ 'lri lblyester . reinforced waterproofing meiribr'an;. Designed 3.6 a metat • •: roofing and roof tile underlayment. • • • • • • A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P10870.09.08 -RI P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 11.0 • ASTM D1970 & TAS 1.10 • TAS 103 TAS 103 •••• TAS 103/ASTM D4798 8e6155 • TAS 103/ASTM D4798 &'Gn5 TAS 103/ASTM D4798 ik.or5i TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 84.0155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 • 14!17/14 : "dd/27/16 • 06/27/16 • 49/29/06 . ..1.1' 10/07 ' • "Ws/06/09 .•. . 0Lf/D1/08 1'1/09/09 : •'02N18/ 10 ...02/.18/10 •• . • . . • • • • • LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI.DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMI•DADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at vminii.mum 4!+ita4lap. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. Wood, non -insulated . . .• . . . • • . . .... •... . . .. .• ... . • . .. • Min. 19/32" plywood or wood plank . . . • Base sheet mechanically fastened to deck, subsequent cap membrane sett-'�1flered.. • . . One or more plies of ASTM D 226 Type II or ASTM D 2626. • . • • • • • Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A secondlayer of Polystick shall be applied over the underlayment.• • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. • • •. . .. • • . . . . • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pery%fi'ck MTSYIb%.may used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, root'tile systems nn quarry . . slate roof assemblies. • • •• •• ..• •. .. . Polystick TU P may be used in all the previous assemblies listed except metal roofing. • • •. • Polystick IR -Xe may be used in all the previous assemblies listed except metal roofrrg an&roof title systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems: • •. • Elastoflex S6 G may be used in roof tile systems only. ' •.. • . • .• . • . . . 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) • MTS IR -Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI•DADE COUNTY APPROVED Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus System (E3) MTS Plus with TU Plus Flat Tile Prohibited without battens 4:12 • 6:12 6:12 .5:12 6:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 6:12 • • ••••• The above slope limitations can be exceeded only by using battens in accordance wit; he epprovid Tile System • • Notice of Acceptance and applicable Florida Building Code requirements. When batte„n„%we requjittl'tliey shill • • •• • • be utilized during loading and installation of tiles. • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum ani savoiddMing of • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loi.jQroced i — two tiles • • laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, fo; a total of nites — fg; • • • • all underlayments except Polystick MTS which shall be loaded onto battens. • • • • 0. 0 -OL\Z11CK11J Plus MIAMI•DADE COUNTY APPROVED • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is ggCe.ptable. • Please also refer to applicable Product Data Sheets of the corresponding products. : • •.• • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage eclser n as perrolyglass • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimu'tfl•1•V metal disk as • • required in Miami -Dade County or simplex type nail as otherwise allowable in other MM., at a gelifihiujm rat • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area area para c1'avar" on • • the face of membrane, with the above stated nails and/or disks. The head lap membraip isle cover t1 �> ea bein�� • back -nailed. (Please refer to applicable local building codes prior to installation.) • • • • •• •3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full cont2ct. • • • • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, unifor?ri ISyar of •Polyglass • • • • • Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement; XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/a"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED • •. ..• • • • . . . • . •••• .... • . • .• .... .... . • .... ... . .. • . . • • • ... • • .. • .• .. . . ••• • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 TOO %()( DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www. mia midade.2ov/economv 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 4he Florida Building Cod • • • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • ••. DESCRIPTION: ICP Adhesives Polyset® AH -160 •••• . . .... . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logti'tfty, state •and.followinc .. .... 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 ani there has b:e'it ht•change in the applicable building code negatively affecting the performance of this product. •• • .. . ... . . .. . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipmert • • • •• • • •••• • • •••• • • • • • • •••• • • •••• • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NO3 inich 1ig't attachment •• •• •• resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • • • • • • •• • Results • • • • • • • •• • • ••• • • •• 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] 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 0/21/J2 TAS 123 Celotex Corp. Testing Services 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 TAS 101 TAS 101 TAS 101 • . . .. . . .... . . . . ..• .. . . . . . iimsit • • • . • . .... . . . 12?r8/ 8 . . • • • . • • °••• 01/D2/99 .. • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® 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 ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® 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 ICP11�eSives Polyset® AH -160 has been dispensed. • • • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in acco;de with the.. • Placement Details' herein. Each generic tile profile requires the specific placement noted befein. •••••• MIAMI•DADE COUNTY APPROVED .. .• ... • • . .. • • . . • • • • • • • • • . . ..• . ..• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: •• • • • •• • • • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable )#fig of the . • manufacturer's name or logo and following statement: "Miami -Dade County Product Control 4 1joved"• or tl .Miami Dade County Product Control Seal as shown below. ' ••••• ' •••• • • MANMADE cOUN1T BUILDING PERMIT REQUIREMENTS: •. .. • . • • • •. • • • • • As required by the Building Official or applicable building code in order to properly evaluate the installation o system. MIAMI•DADE COUNTY APPROVED • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic Iwhen required) 35 mem Mal tlsrougpi pI•HIe c 9rum (when raqurreel ( Urtefulayniont Pael Mons / lel td In. leephofe closure Drip.dq. MIAMI•DADE COUNTY 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 cm2) — 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 mil) foam paddy onto the underlaymen.positioj►edtesthowri under the pan portion o;tJtilr closest to.lhe •' overlock of the tile beings ... • • • • • • 2. Continue in same manner. di ure approzi i tely 14/ • (109.7 cm2) — 23 (148.4 c!rt esquare ir2Cf3dhesive': contact with the underside pine the"'. .. .. •. • •. • • • • • • • . • •.• • ••• • •• High Profile / Single 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6of11 ADHESIVE PLACEMENT DETAIL # 2 Ksit rt+r•ugh plasaic tamrns dr.quirod ye ddyIBKn•tttiTa.) Ursdartasyrn. et lin. Batton optic Easw{oun. Ewa Clown through plastic c.mant (when reguiredl Paddy idan.a hiller &attend optional Emir caw MIAMI•DADE COUNTY 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 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manlier. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. • • • • • Medium Profile / Double Pan THe • • • •• • • 1. Starting at the eave courseMprra minimum 2" (50.$ • mm) x 10" (254 mm) x 1" 4 5:Entm) foam paddy onto the underlayment positioned as shoArl under the..;' pan portion of the tile closestrgrtJ overloc1 pithe tile being set. Insure approxipWglry 17 (109.8 cm2) — • • 23 (148.4 cm2) square inch adhesisie contact with the underside of the tile. •• • . • ••• • ••• • • 2. At the second course, apply a minimum 2" (5r8mm) 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7of11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI•DADE COUNTY APPROVED High Profile / Single 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. 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 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. . . • • .. • • .... • • •.•• • • • • •••• • • • • •••• ••• • • • •• • • •• • • • • • • • • •• •• • • ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mail through plastic cement twhen required) Battens optional Paddy (between tiles) Paddy under tile) 4 x 4 fn. ui�g le pad wider til Singa� u paddy la are closure Flat/Low Profile Tile Nag through plastic cement (when required) Single paddy under tile Paddy (between tiles) Paddy (under tilel Eave Course Medium Pronto Tlle MIAM WADE COUNTY APPROVED — Ewe Oosure Fascia 1. On the eave course only, 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 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" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) 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 in2 (51.6-58.1 cmt•01•adhesive, contact with the undersi4iff the tile. • • (Instructions continued on nexbpne) •.•• •••• • •.•. • • • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall through plastic ce Single paddy under de (when required) Battens optional Paddy 'between tiles) Paddy (under tile} SiniePaddY lifon un erlaymen sine x4 in. ddy on top of tdie 10ir ascla hole Rave dosure Drip edge High ProflleTlle MIAMIDADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x4"(101.6mm) x3/4" (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 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications (when required) Sheathing Eave closure (motor shown) Weephole Fascia Board Remove top portion of the *ave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED 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 tie co ver tile. 1_t/Itt• approximately 3/4" (19.i to 1" 425.4.mm) .' i?i from the outside edge ',l]ie tile, int rdof. tree ' foam to allow for exparesiaa. • • • • 4. Turn cover tile over af'ter•ft�ain is applied and place onto pan tile coiti!P.•1? ure aifIlimkim of 20 (129 cm2) - 25 (1613 ctr) square ii car' contact area on each wile ot't e cover the to the pan tile. Continue in some riianner. rttti•A vay any cured exposed foa adhesive. EQijiting of . . longitudinal edges of the cover tiles are.: considered optional. . .• . . 5. 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11