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RC-18-1872NURES y�! Miami Shores Village `I- �; 10050 N.E. 2nd Avenue NE ...^ Miami Shores, FL 33138-0000 _71�. 4'FLORIDp' Phone: (305)795-2204 Project Address 429 NE 101 Street Miami Shores, FL 33138-3163 Permit No. RC-7-18-1872 Permit Type: Residential Construction Pen I' t Work Classification: Miscellaneous Permit Status: APPROVED Issue Date: 8122/2018 1 Expiration: 02/18/2019 Parcel Number 1132060170640 Block: Lot: Owner Information Address JAMES & JOYCE LYTLE 429 NE 101 Avenue MIAMI SHORES FL 33138- 429 NE 101 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone OBENOUR ROOFING SHEET METAL 1 305-757-2612 In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INSTALL RIGHT ANGLE MUSSETS Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Fees Due Amount C C F $4.20 DBPR Fee $2.87 DCA Fee $2.00 Education Surcharge $1 40 P&Z Review Fee $0.00 Permit Fee $191.25 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $5 60 Total: $276.32 Applicant JAMES & JOYCE LYTLE Cell (305)546-2376 Valuation: $ 6,375.00 Total Sq Feet 2471 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INSTALL RIGHT ANGLE MUSSETS Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # RC-7-18-68197 08/22/2018 Check #: 9360 $ 226.32 $ 50.00 07/12/2018 Check #: 9303 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT I certify that II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anding.AuthVVcq�F� authorize the above -named contractor to do the work stated. August 22, 2018 ^thorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy August 22, 2018 1 Miami Shores Village RECEIVED Building Department JUL 12 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel• (305) 795-2204 Fax• (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 `-C h FBC 20 BUILDING Master Permit No. P— -�- (g PERMIT APPLICATIONr . �(c Sub Permit No. UILDING ❑ ELECTRIC ROOF S c ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `7 a 9 A) t�_ lot .5I_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I - 3 —Of-7 -- -206 —Of-7 -t �1 U Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L le Phone#: 365 Address: a �)'G I`C) I S IF City: ko)66 Stater Zip:3�� J Tenant/Lessee Name: - _- Phone#: Email CONTRACTOR: Company Nam 6U/ 'AL Address: Cj b d %UE �- city: /'c f Qualifier Name: Phone#: 10 ask) t-C s state: /' 1 zip: < j �C ey^i A" aJ e'— Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ L1 3 7--57 Square/Linear Footage of Work: -)t/71 32t� Type of Work: ❑ Addition ❑ Alteration ❑ New [E Repair/Replace ❑ Demolition Description of Work: V-,)✓a,I Specify color of color thru tile: A� Submittal Fee $_ Permit Fee (67 $ I Z'- J CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ ' QJ Training/Education Fee $ Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ a Z 6 • 2— Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Zip, i 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. AlsoNays ertified copy of the recorded notice of commencement must be posted at the job site the first inspection which occ s seve ( after the building permit is issu In the Bence of such posted notice, the inspe will not be appra�ed andkreinsp fee will be charged. Signatu OWNER or AGENT Signature, CON The foregoing instrument was acknowledged before me this The foregoing instrument as acknowledged before melds day of "/,U' /1• 20 i �� by ZIP day ofL 20 /i) by i4 !n rS /�� who is personally known to r771 l S who is personally known to me or who has produced identification and who did take an oath. as me or who has produced identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: " Sign: Sign: Print: et IJ C , f i— Print: '-- h" - W Seal: Seal: ,,�tiPPY',;•••,,, CATHERINE A. DUFFIN , ,.,, ? c ; NotaryPublic- StateofFlorida .aY CATHERINEA.DUFFIN «' • _ Commission 4 GG 104295 ' .• Notary Public - State of Florida My Comm. Expires May 14, 20.' ; „^ + ': Commission q GG 10419( Bonded through National No(,, - APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk •vim•..• ��,✓.,�`,' "' 1 III Publications Contact Us 8CIS Site Map Links Search FL # L11473-R4 _ Application Type /Revision Code Version 017 Application Status Approved ift m Z c hiv Q 14 tV► _ i g t r Simpson Strong -Tie Co, e '�` I w nd / 2221 Country Lane +? cc McKinney, TX 75070 + (800) 999-5099 Ext 302 to < kcullum@strongtie.com to V co y � Authorized Signature Keith Cullum kcullum@strongtie.com o- - n; z Z Technical Representative Keith Cullum 0 w F- J Address/Phone/Email 2221 Country Lane W_ 1 LU 0 - McKinney, TX 75069 (800) 999-5099 Ext 3027 I c L:_ (f) VLi ui kcullum@strongtie.com `(� I n b a Q N CO Quality Assurance Representative Address/Phone/Email RECEIVED Category JUL 12 2['; 11 Subcategory Ab6` L a _.go Compliance Method Shelby Short 5956 W. Las Positas Boulevard Pleasanton, CA 94588 (800)999-5099 sshort@strongtie.com -- _ �' - .. • • Structural Components • • • •••• •••••• • • . • • • • • • Wood Connectors • • • • Evaluation Report from a Florida Register�d�chitect o• a Lioensed Florida• �: Professional Engineer ' ' • • • •' Evaluation Report - Hardcopy Recei • ' 0 a • • • • Florida Engineer or Architect Name who developed the Jeffrey P. Arneson • • . • • • • • Evaluation Report • • • • • • • • 0000 • • Florida License PE-58544 0 0 • • • • • • Quality Assurance Entity Benchmark Holdings, L.L.C. • • • • ; • • • ; • • • • Quality Assurance Contract Expiration Date 12/31/2018 • • • Validated By Ted Berman, PE Validation Checklist - Hardcopy Received Certificate of Independence FL11473 R4 COI Arneson C rt of Independence 2017-10-06 pdf Referenced Standard and Year (of Standard) Standard Year AISIS100 2012 ANSI/AWC NDS 2015 ASTM D7147 2005 Equivalence of Product Standards Certified By hftps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEl9bViKyWeNZL6yZYfZocVXI W luhj2PvMQ%3d%3d 1 /3 7/10/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/06/2017 10/20/2017 10/20/2017 12/12/2017 Summary of Products FL # Model, Number or Name Description 11473.1 DETAL20 Double Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1147 R4 N SrN201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: P11473 fRA=_SiM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19 pelf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19 pdf Created by Independent Third Party: Yes 11473.3 HETA12, HETA16, HETA20, HETA24, Embedded Truss Anchor HETA40 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19 pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: � - i n � . _ , - .7_, o: 1 AE SIM201701 Sealed 2017-10- pdf i Created by Independent Third Party: Yes • • ai •� u •s; • 11473.4 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor • • • • •' Limits of Use Installation Instructions ; Approved for use in HVHZ: Yes • • • r, 7 4T_R4 11 Sn 1L01701 Sealed 2 :t7-10 ' o_d_F • • • • • • • • Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P�E'.`MJ6 (CA)a9, a„ a • • Impact Resistant: N/A Created by Independent Third PLRy: Yes • • • • • • Design Pressure: N/A Evaluation Reports 000000 a • • ; • • • Other. FL11473 R4 AE SIM201701 9h I G 2017-010-019,ft Created by Independent Thir Party: Yes • • • • 11473.5 HGAM 10, HM9 Masonry retrofit connector ' ' ; • • ; • "' • • Limits of Use Installation Instructions • • • • • • • • • Approved for use in HVHZ: Yes _ 7_7 ? SIP_•.20'JO?. Sealed 2017-1� 15kodf • Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) • • • Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Multiple/additional connectors required to achieve 700 F1.1.1.473 R4 AE SIM201701 Sealed 2017-10-19 pdf Ibs uplift in HVHZ when using HGAM10 to anchor SPF Created by Independent Third Party: Yes truss/rafter to wall. 11473.6 HHETAI6, HHETA20, HHETA24 - --- Heavy Embedded Truss Anchor - --1 HHETA40 - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 Il SIM201701 Sealed 2017-10-19 pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: ___. _ _==1ii201701 Sealed 2017-10-14.pdf Created by Independent Third Party: Yes 11473.7 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEl9bViKyWeNZL6yZYfZocVXIWiuhj2PvMQ%3d%3d 2/3 7/10/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SII1201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19 pdf Created by Independent Third Party: Yes 11473.8 LTA2 Lateral Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: R 11177 K,i AE SIM201701 Sealed 2017-10-19 pdf Created by Independent Third Party: Yes 11473.9 META12, META16, META18, META20, Embedded Truss Anchor META22, META24, META40 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 1473 R4 II 5[M2(17.701 Sealed 7.017 1.0 19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FLI_1.473 R4 AE SIM201701 Sealed 2017-10-19 pdf Created by Independent Third Party: Yes 11473.10 MGT, VGT, VGTL, VGTR Girder Tiedown Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 11 SIM201701 Sealed 2017-10-19,pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1147"� R4 AF SIN1201701 Sealed 2017-10-19 pdf Created by Independent Third Party: Yes 11473.11 MSTAM24, MSTAM36, MSTCM40, Strap Tie for Masonry MSTCM60 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19 odf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FI-11473 R4 AE SIM201701 Sealed 2017-10,14.Rdf Created by Independent Third Part Yes • - 11473.12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry • • • Limits of Use Installation Instructions • Approved for use in HVHZ: Yes FL11473 R^ iI i720170 :} �••�"� Approved for use outside HVHZ: Yes raL-c70i7-_T Verified By: Keith Cullum, P.F 8�) • • • • • • Impact Resistant: N/A Created by Independent Third•Pa": Yes ' • •: • • Design Pressure: N/A Evaluation Reports 000000 • • • 6 00000 Other: FL_1 _47 _ _': A`= S;i•'701 ^„ 7a e'�'?077-" �t Created by Independent Third Pa Yes • ♦rty:• •♦�_ • (� • • • • ••••% • • • •• • •• • • • •• • •••••• • • 06000 • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. LMyright 2007-2013 State of Florida.:: Pnvacy-Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: = � D 0 (.rE'di; Gard Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=-GEVXQwtDgv8JygqZ9WuEl9bViKyWeNZL6yZYfZocVXIWluhj2PvMQ%3d%3d 3/3 7/10/2018 LTA2, S/HGAM10 and HI OS Seismic and Hurricane Ties I Simpson Strong -Tie Horne , Connectors Cold -Formed Steel Connectors % Roof Truss and Rafter Connectors. Ties, and Straps LTA2, ' S/HGAM 10 and H 10S Seismic and Hurricane Ties The LTA2 develops high uplift at a minimum heel height. Great in areas where a strap over the heel is not required. The side tab acts - as a locator in the masonry block and the four embedded hooks provide for a positive bond in the concrete grout. The H10S and the S/HGAM10 attach to the truss joist and provide good uplift resistance. Material • See table Finish Galvanized Installation . Use all specified fasteners; see General Notes • S/HGAM10 can be installed into grouted concrete block Titenro screws are provided • Hurricane ties do not replace solid blocking • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the top lintel block Ordering Information • The HGAM10KT is a kit of (10) connectors with (40) 1/4" x 2 3/4" Titen 2 screws Related Links ."". . . .... ••••.• • Cold -Formed Steel Connectors T'echnica;arrd installation . Notes • General Notes Catalog Pages ' •' • • • ...... .. . ..... .. .. . .. ...... • 0 C-CF-2017 (Connector %�or�Cgd-Former:�Steel • • Construction), page 270 • . . . . ...... Load Tables https://www.strongtie.com/rooftrussandrafterconnectorstiesandstraps_coldformedsteelGonstruction/lta-s-hgam 10andh l0s_productgroup_cfs/p/lta2-s.h ... 1 /3 r/ iu/Zu in LTA2, S/HGAM10 and H10S Seismic and Hurricane Ties I Simpson Strong -Tie Connector Fasteners Allowable Uplift Load (lb.) Material _ _ _ Model'No. Thickness To Rafter/ To To 33 mil 43 mil mil (ga.) Truss' CMU Concrete (20 ga.) (18 ga.) LTA2 perpendicular -to- 43 (18) (10) #10 Embed + Embed 1,295 1,425 wall installation LTA2 parallel -to -wall 43 (18) (10) #10 Embed Embed 1,295 1,390 installation S/HGAM10KT 68 (14) (4) #14 (4) 1/4" x 23/4" Titen 2 (4) Y4" x 13/4" Titen 2 810 850 -- ---- ------ i---- -- ---- -------- -- — (2) 3/8' x 4" Titen HD H10S 43 (18) (8) -410 (2) 3/8" x 4' Titen HD 915 1,245 1. Min. f'm - 1,500 psi and Vc - 2,500 psi. 2. Minimum edge distance is 1 112" for TitenO' 2 screws. 3. The products shall be installed such that the Titen 2 screws and Titen HDO anchors are not exposed to the weather. 4. For more information see the Titen 2 screw, Titen HD heavy-duty screw anchor and Simpson Strong -Tie Fastening Systems Code Reports Part IAPMO LIES ER H10S ER-102 R�I ER-112 LTA2 S/HGAM10 S/HGAM10KT Related Products SSC Steel -Stud Connector ICC-ES ESR City of Los Angeles RR25814 No code listing. Please contact us for test data. No code listing: Please contact us for test data. State of Florida R FL10446 2 FL11473 R FL13904 Titen® Concrete and Masonry Screw https://www.strongtie.com/rooftrussandrafterconnectorstiesandstraps_coldformedsteelconstruction/lta-s-hgaml Oandh l0s_productgroup_cfs/p/lta2-s.h ... 213 7/10/2018 H Hurricane and Seismic Ties I Simpson Strong -Tie Home > Connectors > Wood Construction Connectors > Straps and Ties > Seismic and Hurricane Ties H Hurricane and Seismic Ties a _ a. Seismic and Hurricane Ties This product's information may differ depending on the category of use. You are currently viewing details related to Seismic and Hurricane Ties. You can also view product information related to the categories of: Hurricane Ties for Plated Truss. Hurricane Ties for Masonry, Roof Truss and Rafter Connectors, Ties, and Straps for Cold -Formed Steel Construction The hurricane tie series features various configurations of wind and seismic ties for trusses and rafters. ..._ H16 — The H16 series has a presloped seat of 5/12 for double trusses. The presloped seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various truss height up to a maximum of 13 1/2" (H16 series). Minimum heel height for H16 series is 4". HS24 — The HS24 attaches the bottom chord of a truss or rafter at pitches from 0/12 to 4/12 to double 2x4 top plates. Double - shear nailing allows for higher lateral resistance. H10S — The H1 OS provides a high -capacity connection from truss/rafter to wall. Also suitable for wood-to-woocL, gplications. HGA10 — The HGA10 attaches tZ*oiore-trusses' d provides • • good lateral wind resistance. • HM9 — The HM9 is designed to V41t &f truss/rafters for btook•.: construction. The HM9 hurricane tie provides high wP4and lateral capacity using Simpson Strong-Tie'!Yi en© 2 concrete and • •: * * • . • .... .. masonry screws. . . • . 00000 .. .. . ...... Material " • "' .WW... ....•• • See table • • • :....: Finish • Galvanized. Some models available in stainless steel or ZMAX® coating. See Corrosion Information. Installation • Use all specified fasteners; see General Notes. • Hurricane ties do not replace solid blocking. • H1 can be installed with flanges facing inwards (reverse of H1 drawing). • When installing ties on plated trusses (on the side opposite the truss plate) do not fasten through the truss plate from behind. This can force the truss plate off of the truss and compromise truss performance. https://www.strongtie.com/seismicandhurricaneties_strapsandtieslh_ties/p/h 1/9 • H1 OA optional nailing to connect shear blocking, use 8d nails. Slots allow maximum field bending up to a pitch of 6:12, use H1 OA sloped loads for field -bent installation. • HS24 requires slant nailing only when bottom chord of truss or rafter has no slope. Concrete and Masonry Application: • Connectors attached using hex -head Simpson Strong - Tie" Titen° screws. • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the course. Options • H2.5T, H3 and H6 ties are shipped in equal quantities of right and left versions. • HGAI OKT: sold as a kit with (10) HGA10 connectors. Simpson Strong -Tie° Strong -Driven SDS Heavy -Duty Connector screws are included. • Additional screws sold separately to install with all SDS25112 screws. Related Links Wood Construction • Wood Construction Connectors Technical and Installation Notes .. .......... .. _ • General Notes Cold -Formed Steel Construction • Cold -Formed Steel_ Connectors Technical and Installation Notes • General Notes Corrosion Information ..•. • General Corrosion Information : . • • .' • Corrosion -Resistant Prodwotcb• •. '.: • • • •: • Catalog Pages 6 0 •••• • • In C-C-2017 (Wood Cons ti (q j Connrt ••••• • 288-289 •• •• • •. • 0 C-C-2017 (Wood Cons:-nC,J ; Connectd • • 314-318 • • •••••• ........ ...... • 2 C-CF-2017 (Connectors for•(%ld-Formed Steel :•..•: Construction), page 263 " .".' 0 ' Load Tables Load Values with Carbon Steel Nails https://www.strongtie.com/seismicandhurricaneties_strapsandties/h_ties/p/h 219 A [;_A - - Fasteners - DF/SP Allowable Loads Uplift SPF/HF Allowable Loads Uplift Model No. Ga. To Rafters/ To Plates To Studs - -- -- - - with Uplift Lateral (160) 8d x 11/2" ---- -- - Uplift - Lateral (160) with 8d x 11/2" Truss ----; ---- (160) F1 F2 Nails (160) --- (160) - Ft -- F2 Nails (160) ' H2A 18 8 (6) 8d x 1 /z 8d 1'/2" (4) 8d 585 485 165 --55 455 400 415 140 370 _--(5) x I (2) 8d x 1 /z 5 8d x 1 /z' 575 130 i - 495 130 55 H2ASS- 18 (5) SSBD (2) SSBD (5) SSBD ---4 400 130 I 55 400 L--- -' 345 130 55 --- 345 H2 5A 18 (5) 8d (5) 8d _ - -- ' 600 1 110 i 575 505 � 110 j 110 i 495 H2.5ASS 18 i (5) SS8D _ (5) SS8D7- - -110 440 75 70 365 380 75 70 310 H2.5T 18 (5) 8d (5) 8d - — 545 135 i 145 1 _ 425 545 135 145 j 425 (4) 8d (4) 8d - 455 125 160 415 320 - - - 1_ _i (8) 8d { 105 140 290 H6 � 16 I I I (8) 8d _-- � 820 - 950 - H7Z 61 (2) 8d x 1 /2' 8 Sd O__ 985 400 - 845 345 - _ H8 18 5 10d x 1112 ( - i 630 565 ): 510 ---- H10A Sloped 18 i (9)10d x 1'/z" L.------------F... H10A 18 i (9)10d x 1 Yi' (9)10d x 1'/2" 1 ---I---- (9) lOd x 1'/i I 855 590 285 _ 760 505 285 - - - - - 1,140' 590 285 05 1 505 285 - -- H10ASS --- - - - - -- - 18 I (9) SSN10 - - - -- f- (9) SSN10 i ----- - 970 I 565 j 170 - 835 4 - H10AR i__ 1 18 (9) 10d x 1'/2' (9)10d x 11/2' 1 1050 490 285 905 r 420 285 - -----t -- - H10S110 - 18 I (8) 8d x 1 MY' I (8) 8d x 11/2"" (8) 8d 1,010 660 215 550 870 570 185 475 H10A 2 - 18 - :--- (9)10d x 1'/2' I --- -1- (9)10d x 11/2' - -------- 1,245 815 260 - - 1070 , -- 700 ---- ; 225 - H11Z 18 (6) 16d x 21/2' (6) 16d x 21/2 i - 830_ 7-525 760 - � 715 - 450 - 655 - - H14 �{ 18 1 (12) 8d x 1'/2' (13) 8d - 1,350' - 1,050 ` 84 0 245 --- --- -- l- 2 I ( 2) 8d x 1'/2' J1 (_)_ 15 8d I - ---� - -- - 1050 I 480 - 245 � 9 10d x 1 /2' O (6)10d --- — � 1 /z" - --�--- -`-- TSP 16 _ -_� x - 740 310 190 - 635 i 265 fpCf • - - - -• -- - - 76%. 5 • •.ram . .160 • -- ... 44 - (9) 10d X 1'/z" I (6 10d -) - 890 310 190 These products are available with additional corrosion protection. Additional products on this page may also be available with:****: -- n _ - this option, check with Simpson Strong -Tie for details. • . •..... These models are approved for installation with the Stron-Drive®SD Connector screw. • �• • See the load values below. • 1. Loads have been increased for wind or earthquake loading with no further increase allowed; reduce wr%e othet loads govera,. •.: 2. Allowable loads are for one anchor. A minimum rafter thickness of 2 1/2" must be used when framitTg anchors arAIWN on each side of the joist and on the same side of the plate (exeption: connectors installed such that nails on opposite side don't interfere). 3. Allowable DF/SP uplift load for stud to bottom plate installation (see detail 15) is 390 lb. (H2.5A); 265 lb. (H2.5ASS); and 310 lb. (1-18). For SPF/HF values multiply these values by 0.86. 4. Allowable loads in the F1 direction are not intended to replace diaphragm boundary members or cross -grain bending of the truss or rafter members. 5. When cross -grain bending or cross -grain tension cannot be avoided in the members, mechanical reinforcement to resist such forces may be considered. 6. Hurricane Ties are shown installed on the outside of the wall for clarity and assume a minimum overhang of 3 1/2". Installation on the inside of the wall is acceptable (see General Instructions for the Installer notes u). For uplift continuous load path, connections in the same area (i.e. truss to plate connector and plate to stud connector) must be on same side of the wall. See ® T-HTIECONPATH for more information. 7. Southern Pine allowable uplift loads for H10A = 1,340 lbs. and for H14 = 1,465 lbs. https://www.strongtie.com/seisrnicandhurricaneties-strapsandties/h- ties/p/h 419 8. Refer to Simpson Strong -Tie® technical bulletin [8 T-HTIEBEARING for allowable bearing enhancement loads. 9. H10S can have the stud offset a maximum of 1', from rafter (center to center) for a reduced uplift of 890 lbs. (DF/SP), and 765 lbs. (SPF). 10. H10S nails to plates are optional for uplift but required for lateral loads. 1.1. Some load values for the stainless -steel connectors shown here are lower than those for the carbon -steel versions. Ongoing test programs have shown this to also be the case with other stainless -steel connectors in the product line that are installed with nails. Visit strongtie.com/corrosion for updated information. 12. The allowable loads of stainless -steel connectors match carbon -steel connectors when installed with Simpson Strong -Tie® stainless -steel, SCNR ring -shank nails. For more information, refer to engineering letter 0 L-F-SSNAILS. 13. Allowable DF/SP/SPF uplift load for the H2.5A fastened to a 2x4 truss bottom chord and double top plates using (5) 8d x 1 1/2" nails into the top plates and (3) 8d x 1 1/2" nails into the lowest three flange holes into the truss bottom chord is 260 lb. (160). 14. NAILS: 16d x 2 1/2" = 0.162" dia. x 2 1/2" long, 10d = 0,148" dia. x 3" long, 10d x 1 1/2" = 0.148" dia. x 1 1/2" long, 8d = 0.131" dia. x 2 1/2" long, 8d x 1 1/2" = 0.131" dia. x 1 1/2" long. See other nail sizes and information. SCREWS: Strong -Drive® SD #9x1 1/2" (model SD9112) = 0.131 " dia. x 1 1/2" long (for the models marked with the orange flag only). Full table loads apply. Model Ga. No. To Rafters/Truss HGA10KT 14 HS24 18 H1G 18 H16S 18 H16-2 18 H16 2S 18 Fasteners To To Plates Studs (4)'/4" x 11/2" SDS j (4) 1/4" x 3" SDS -t -- (8) 8d — (10)10d x 11/2" (10)10d x 11/2" - (10)10d x 11/2' — (10)10d x 11/2' - (8) 8d x 11/2' and (2) 8d slant (2) 10d x 1 ?/Y' (2) 10d x 11/2" (2) 10d x 11,-2" (2) 10d x 11/2"- HS24 Installation DF/SP Allowable Loads' SPF/HF Allowable Loads' Uplift Lateral p (160) Uplift Lateral (160) (160) F1 F2 F3 (160) F1 F2 -` F3 695 _;'r--1.165 940 !' 780 - 500 840 675 i 495 - 60511 3 645 , 1 02511 — 5203 5553 18803 1 — 1,470 - I 1,265-- --- 1,4701,265 — — — 1,470' — — ; --r-- 1,265 -_ -- 1,470 ---- 1,265 f--- • • •••• • ••••• • • • • • • •••••• 1. Loads have been increased for wind or earthquake loading with no further increase allowed; reduce where otherbads govern. • 2. When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement to resist such forces should be considered. 3. HS24 DF/SP allowable loads without slant nailing are 605 lbs. (uplift), 590 lbs. (F1), 640 lbs (F2 values by 0.86. ). For SPF/HF loads multiply these 4. For H16-2S, S = short. 5. Allowable loads in the F1 direction are not intended to replace diaphragm boundary members or prevent cross grain bending of the truss or rafter members. Additional shear transfer elements shall be considered where there may be effects of cross grain bending or tension. 6. HGA10 loads in table are for when truss is perpendicular to the wall. If truss is parallel with wall, then uplift is 695 lb., Fis 925 lb. and F2 is 780 lb. for DF/SP. For SPF/HF, multiply load values by 0.72. 1 7. NAILS: 10d x 1 1/2" = 0.148" dia. x 1 1/2" long, 8d = 0.131" dia. x 2 1/2" long, 8d x 1 1/2" = 0.131" dia. x 1 1/2" long. See other nail sizes and information. HGA10 Installation to Double Top Plates https://www.strongtie.com/seismicandhurricaneties_strapsandties/h —ties/p/h 5/9 7/10/2018 Property Search Application - Miami -Dade County i n �if L 11°� L ' A a Summary Report Properly Information Folio: 11-3206-017-0640 Property Address: 429 NE 101 ST Miami Shores, FL 33138-2448 Owner JAMES LYTLE JOYCELYTLE Mailing Address 429 NE 101 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 2,751 Sq.Ft Living Area 2,256 Sq.Ft Adjusted Area 2,343 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $258,854 $258,854 $215,711 Building Value $167,150 $168,509 $169,868 XF Value $8,303 $8,362 $8,419 Market Value $434,307 $435,725 $393,998 Assessed Value $152,963 $149,817i $146,736 Benefits Information Benefit TType 2018 20171 2016 Save Our Homes Cap _ Assessment Reduction $281,344 $285,908 $247,262 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 PB 15-14 AMD PL OF MIAMI SHORES SEC 4 LOT 15 & W1/2 OF LOT 16 BLK 91 LOT SIZE 75.000 X 115 Generated On : 7/10/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,0001 $50,000 Taxable Value $102,963 $99,817 $96,736 School Board Exemption Value $25,000 $V, • $25,000 Taxable Value Tr $124�Zw17 • $121,46 City •••••• •• ••••• Exemption Value $50!tld01 • • $50,00b Taxable Value $102I963 • _ $99917�7,3� Regional 000000_ Exemption Value $504mol • $ lb, 000� 0 6 _ $" ,'Ob:1 Taxable Value $102W673 • $92,817 n J3� Sales Information • • ' • • • Previous Sale __ j Price OR Book- Page i ' • Qualification Description 06/24/2014 $521,600 29209-3689 Qual by exam of deed 10/23/2012 $100 28615-3998 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamiclacle.gov/info/clisclaimer.asp Version: ROOF ASSEMBLIES A C RECEIVEDITY. JUL 12 2018 Florida Building Code 5th Edition (2014) 0 8-1-A High -Velocity Hurricane Zone Uniform Permit Application For b"'"AK U""Im 1 Section A (General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name Q CrLoaa:6�� 1 1 Job Address P�� / T 1 1 ROOF CATEGORY • • • • • • • `• Low Slope ❑ Mechanically Fastened Tile Ur <Moar/Rdhesflre Set'fflA� ; • ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood S • • s/Shakes t ❑ Prescriptive BUR-RAS 150 0000 ROOF TYPE '••• • •••• P� ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing • •' •.� ReI'�vLrjq� • •. • • • ROOF SYSTEM INFORMATION 000000 � �Low Slope Roof Area (SF) - Steep Sloped Roof AREA (SSF)��rotal (SF) :� -.------ . 1 • 1^ �MEN �. Aims E�� rQl�n �iE..f�..l..�i>.f>•.......� IIIIIi•�ta♦Ill�ffff� 01 ME 10111 II` Iwo iMii�!!! mom IN 0 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 011't f t 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to Liccnu Agrument. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form , 1 Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number. Minimum Design Wind Press3x� e (From RAS 127 P1: P1: Deck Type: 1 1 �O 1 1 or Calculations): PI: 1 P1: � 1 1 ease 1 CAD ..... .. ==RIope: Type Underlayment: .. 9.*a .... Insulation: ..... 1 Fire Barrier: � • Ridge V t a ' Fastener Type & Spacing: (� �• 1 Adhesive Type: 1 Type Cap Sheet: A 3_ ,/ iQ 1 Mean Roof Height: 1 Roof Covering: � 1,1111,� r9 K S q 1 Type & Size Drip 1 Edge: Ca 1 1 1 FLORIDA BUILDING CODE -- BUILDING, Sth EDITION (2014) Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on ]un 8, 2015 10:32:12 AM pursuant t 15.39ac Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Ply ste er/Bon ing Mate' 1 Fill in specific roof assembly components and identify / —�--- �E e / 1 1 manufacturer 1 1 (If a component is not used, identify as "NA") Surfacing: Faste r Spacing for Anchor/Base Sheet ment: 1 _ 1 System Manufacturer: Cl �� 1 1 Field: c @ Lap, # Rows @ c 1 1 / Product Approval No/ ( jI 3t�- 1 Perimeter: " oc @Lap, # Ro _ @ a�• • • 1 1D Design Wind Pressures, From RAS 128 or Calculations: • . . .... Corner:" oc @Lap, #Roa ows • e' loose* 1 .' 1 P1:`% P2:2_ P3: O- b Number of Fasteners Per In lat' o • KL 1 Max. Design Pressure, fr a s�iecific product Field PerimeCer • • • • Corn • • • • �..... �.... 1 approval system:---� as ...... .. . Illustrate Components Noted and Details as Applicable: • ,.:.. • Deck: ( 1 / Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, BasE:rI�ajliiag, . d Type: (.tom Counterflashing, Coping, Etc. l 1 1 Gauge/Thickness: l l/ . ...... Indicate: Mean Roof Height, Paraaet y2i8ht, Height of Base . • • ; • 1 Flashing, Component Material, MaMMal Thickne;s,• F.dsjener • • • • • Slope: Type, Fastener Spacing or Submit Manufacturers I*tafls that 1 1 Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet & No. of Ply(s): %i 1 1 1 1 Anchor/Base Sheet Fastener/Bonding Material:T(� 1 1 1 Insulation Base Layer. � /A FT. O 1 1 1 l Base Insulation Size and Thickness: A Para pet 1 1 1 Height Base Insulation Fastener/Bing M terial: 1 Go 1' 1kcck 1 I� 1 �l„4F+0 svoo.l� 1 / Top Insulation Layer: I A FT.Top Insulation Size and Thickness: MeanTop re,, Insulation Fastener/Bonding Mateyia a RoofY �p a Height i 1 Base Sheet(s) & No. o PI ):67A C L{41 go 1 Ba et FasAner/Bondin 1 Material: 1 1 1 �11 Ply Sheet(s) & No. of Ply((): 1S U 8 M o }��) e04 1 1 l Ply Sheet F en r/Bonding Mater' 6 -e � ffi/'' 1 1 1 n c Top P: (�� MCA--( Cv 1 "a J C e-- L 1 1 1 16.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1911 a t ' t ' ' ' Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. au I 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. I Method 1 "Moment Based Tile Calculations Per RAS 127" ( x �,31i =(� - Mgfi_(,:� = M„ (.i Product Approval M, LW, (P20- I xA..d =-11± ) - Mg-LQ, = M2 15- $ 3 Product Approval M, 140- (P3 xX= 31. Z) - Mg Z (,L�_ = Mel�N.V Product Approval M, .... Method 2 "Simplified Tile Calculations Per Table Below" �. Required Moment of Resistance (MJ From Table Below Product Annmval M. 0 0 0 i 0 0 •' .....• M, required Moment Resistance' .... Mean Roof Height Roof Slope 15' 20' 25' 30' �40' 2:12 34.4 36.5 38.2 39.7 • • 212.2 • 3:12 32.2 34.4 36.0 37.4 .310.8 4:12 30.4 32.2 33.8 35.1 �7.3 • • 5:12 28.4 30.1 31.6 32.8 ..33.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L - x w: _ ) - W: x cos 0 _ = F,, Product Approval F' (P2:_ x L = x w: = ) - W: x cos 0 _ = F2 _ Product Approval F (P3:_ x L = - x w: = ) - W: x cos 0 - = Fi3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Mo Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, Sth EDITION (2014) I 11 t I J I I 1 > Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun B, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. MIAM + MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: .... This NOA is being issued under the applicable rules and regulations governing the use of coastruGtion m4MR. 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 JurisdiMeq f AHJ). •.: • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.H(Mict Co4tr9L $fiction: • • • • ... ..... (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the n"•ht to have this • product or material tested for quality assurance purposes. If this product or material fails to R grf in theacc ted • • "' P q ty PmP P iTe Qtm . ,efl ...... manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelaywypke, modify, or • suspend the use of such product or material within their jurisdiction. RER reserves the righfto re4oke this acgeptance•. ,; • if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet t%e . requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Florida Building erode 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 l through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 Expiration Date: 04/26/22 l Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Catezory: 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 Dimensions Saxony 900-Slate Saxony 900 Split Shake Saxony 900-Shake Trim Pieces 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 ...... 0 .. ...... ...... • • Test Produce.*ere ; • Specifications ... . Desciription . TAS 112 Flat profile, interlocking, MghVressurclextwaed ...... concrete roof tile with tw4ifdil Mles. For direct deck, • batten, mortar set or adhesive seeappli"its ' • • • • • TAS 112 Flat profile, interlocking, high -Assure extruded concrete roof tile with two nail holes. For*direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 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 Agency Test Identifier 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 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 II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R 1.894/R2.894/R3.894 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 Dock) . Static Uplift Testing TAS 102• • (2 Quik-Drive Screws, BattenSJ •; • • Static Uplift Testing TAS 1010 * 0 (1 Quik-Drive Screw, Direct De(K.0 • • Static Uplift Testing TAS 102..... (1 Quik-Drive Screw, Batten)'..' 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 112 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 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 Gravity TAS 112 Date May 1994 March, 1994 F,pb.1995 .... ...... F'eb. 1995 Mardi, 1995 ; • �. l4#rcll, 1995 , , • OctA 1994 .' Doc..1991 . . . .. . Aug. 1994 July 1994 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 f all be in corpp�ipnce with• • • • the applicable Building Code. .. 000 • • ...... .. ...... 4. INSTALLATION "" • .... . ..... 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components 0&W be installed in striae..' compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. • • • • • ...... 4.2 Data For Attachment Calculations • • . . . . ...... Table 1: Average Weight (W) and Dimensions (I x w )'.. . • • • • . .. . . • • . Tile Profile Weight-W (lbf) Length-1 (ft) Widtli-* (ft) Saxony 900 10.9 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) 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 CMIAMIMADECOUNTY NOA No.: 16-0711.05 Expiration Date: 071105 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 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 24.3 24.3 24.2 Clip) ••• 1-10d Smooth or Screw Shank Nail (Eave 19.0 : 1 %0. ' • • 22.1 • • • Clip)•. ; 2-10d Smooth or Screw Shank Nails (Field 35.5 034.8 •. Cli �' 0 ... 2-10d Smooth or Screw Shank Nails (Eave 31.9 • 31. ....32.2 ' Cli .... Sol Table 5: Attachment Resistance Expressed as a Moment Mf 1ft U3#1 �. for Two Paddy Adhesive Set Systems : • Tile Tile Application inirwum attachment:.. Profile Resistj* * Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 a 3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond- 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-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 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-lbf) 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 NOA No.: 16-0711.05 MJAMMADE COUNTY 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 WALE$ F1,PLANj j„• • • LOCATED UNDERNEATH TILE • ...... .. ...... 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the followini • • • ""' 6.1.1 This Notice of Acceptance. • .. .. . .. 6.1.2 Any other documents required by the Building Official or applicable bWldiWode in order to ...... • • properly evaluate the installation of this system. ...... PROFILE DRAWINGS • NAIL HOLES UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES sees** sees • •• •• rr • •o. • • 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 19/32" (Sbaka) -To - .0 •••••• sees•• • • • sees•• • ••e•• • • • • •• sees•• • e • • sees•• sees•• sees•• •• • NOA No.: 16-0711.05 MAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES l PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE NOA No.: 16-0711.05 MiAMMADe COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy ICP Adhesives and Sealants, Inc. 12505 NW 40 Street Coral Springs, FL. 33065 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.Saation to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi4iorq f4HJ). `• • • • ` •..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County lzroduct Conflpj Sectipy .: • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve ther�`ft to have this product or material tested for quality assurance purposes. If this product or material fails to erform ftthC cce er bite q tY Pm'P P P � � PI��.$$� manufacturer will incur the expense of such testing and the AHJ may immediately revoke, ifibtl?fy, or suspend the ust; • • of such product or material within their jurisdiction. RER reserves the right to revo a •t1tt9 acce?%nd'e4 if it'"• • determined by Miami -Dade County Product Control Section that this product or material fa 604 s tp�t�teet the r �quiremenis . . of the applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with Ue.Ftorida'Building Cte• . � 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 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 16-0315.01 and consists of pages l through 11. The submitted documentation was reviewed by Alex Tigera. 11001rem, �m NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: 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 Test Specifications ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 N/A TAS 101 0000 . . .... ...... Product Descr;Dtion• • • • ...... .. ...... Two component polvu bane foam adhesiv;• • • • ...... .... . ..... N/A Dispensing Equipment • • • • • .. • • • .. ..... . N/A Dispensing Equipment ....:. • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption - ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI•DAD; COUNTY�rjuximil Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 f EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 • ASTM E108 •••••• ASTM E84 •••�•• •""• TAS 114 ASTMD 1623 ••�••� TAS 101 000000 TAS 123 ' : TAS 101 000 • • • TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 041Q/" 11/1614FC 01 / 16f95 :906:. 03/14/96 041UIrl 02/21 L 10,�33/98 12/28/98 03/02/99 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. OeVe 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 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 authd having • • • • • • jurisdiction. • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is regfthrd'before appkeation. - * - % of any adhesive. The mix ratio between the "A" component and the "B" component shalr8e hlaintained'between, .... .... .... . ..... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser R-Tfe 00 or ICP . • • • Adhesives ProPack® 30 & 100 dispensing equipment only. 000000 • • • ...... 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 minute$ a$er•ICP adhesives • Polyset® AH-160 has been dispensed. . • • • • • • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 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 Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at • overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal i grams perTead •' edge) 20-25 sq. inches each .. bead .... •••••• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches •.3.4gram3 under pan " • . . . ...... LABELING: • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of tht..'.' manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 li�ll='1'ptattktonr•rtt ►addyobr+achtM) h� r/qulnd) ondrh+ymrnt 101e Em c/un• 1 ' 10 iA.� t•xo• 2 E•veCl•wr• Won thro"h pks* cement owhew re9m1redi Paddy jgo"oeth T&I trna•.l.ynr.�nl R 21n.w�� se"M eptoe"al taw aasYN UAthc"! P1•+tk ("Oft ngulndl P•ddy [B.twothUel tle Woymwrt • l 10in. ij 0 2 M.w6d• rattles r •pt"nal • • Fasda ` Weephole dasure 1)fop/dV 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 cm') square inch adhesive contact with the underside of the tile. •••• • ...... •••••• •• •••••• • Medium Profile / Double P hqM g ...... .... . ..... 1. Starting at the eave course,' It ZY a m*Ayp11'tp 2" • • (50.8 mm) x 10" (254 mm� x " (25.4'mr1Rl foam ""; • paddy onto the underlayrpenrptsitioni d a shown '. • • • • • • under the pan portion of the the close$rttrtht overlock of the tile being sot* : .. • • • • • • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 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 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nall through plasticcan.nt hdLj IRrr+""IM10) tnta.daytn.ttt +� • eattes epdnnsl Eaw Ceura . •a )Oin Jr casda 2 ErwClosun `�..� Nail through plastic cement M111n requirvil nderlsyns.nt _,—Paddy iwnaath Tile) 72M R.ttem optional 10 Ea+r+ CMwr. Eae. Coors. , -' `— F stU 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 cm) — 23 (148.4 cm) 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 $hovo.under tke• • ...... strengthening rib closest to thtlovetlock aftlle Ole • • being set. ...... •• •••••• .....• . ......... 3. Continue in same manner. I>1z1VV; pproxtmetaly 10" (64.5 cmz) - 12 (77.4 cmz) sgvar ipch a(14esiye • contact with the underside o(de tile. 0 , 0 0: •..a.. Medium Profile / Double Pan Tila'. • • • • 1. Starting at the eave course, apply a minimum'2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cmz) square inch adhesive contact with the underside of the rile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) NaY tkmgh ptastk ce (when regwnd) ►rddy ro.rwa1+T11H , 210L lattans erdeaal . Few CoW" ascsa W..phor. loin, 21& fareC%I we clip edge High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2""q.8mm) x 7" (177.8 mm) x 1" (25.4 xim) foam pa'W.Q11to the, underlayment positioned as shown`under tke pan portion of the tile closest to i' Moterlock of a the • • • • :. being set. • .... ...... 3. Continue in same manner. IV$yre gpprox>mately 17 (109.7 cm2) - 19 (122.6 cm2 aqua a inch;ad)leisive • ...... contact with the underside of tke.61e. • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 mn it" h plastic atnent hedr (betr.een ties) (when roquiredl entensoptional ' • vaddy Mnder del � paddy X4kL un °ad stnpewddr ,j� one `r 2:411L �\ loin a \ 61"eloswe \ RaMm ProtlleTile Nag through plastic oen►ent Single paddy under tie (when required! Daddy (between ties) Battens paddy (under ties !optional Shupe *nWp et tie - :sin. a 4 in``+. Ears Clonne Ease Cause r Fasda Modlum Profile Tile 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 in (109.7-148.4 cm2) of adhesive contact with the underside of the tile . . .... ...... .. . ••• 2. Apply a 4" (101.6 mm) xe4': f l4l .6 mm) j; (2 5.4 • • ; • mm) foam paddy onto thevnderlayment just below the second course line pgstddf1gd foaip giddy under the strengthening rib ffif flat till, or under thy; • • • pan portion of the tile, closest0to the udderrwk for"' • • the second course tile to pp ip§galled. •Insure approximately 8-9 in' (5Z.6-58;1 cm2) of 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 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail ftono plu& 51 je paddy under dle twtw+ requkedl Paddytlxtweee On) Batteru Paddy (under dle) on t 4uatn. Sk,* 2:41n. ,IV 1: ti Eave Cocnrse uda weephole 10 in2 ta. Eave dosureDrIpedge High Pro11lom 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/a" (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 file 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 Vrdmml. . . .... ...... ...... •. ...... .... ...... .... . ..... ..•.•. • • .. • . • • • • • • • • • ...••. 00 . • •• •••• •• • •• • . • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 i 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, IUnderlayment 1 (motar shown) Fascia Board ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. Continue in same manner bringing two pan courses up toward the ridge. Insure •" approximately 65 (419.4"ft?); 70 `4 16.� 0000 m2) " square inch adhesive comaralewith the uxt4gside • of the pan tile. • • • i . • . 0 Turn covers upside dowfl txposing the Mersido • • • . of the tile. Apply a mini$iii'rA:i" (25:4 in" x I Ov •: • • • (254 mm) bead of adhesive directly on Me inner' . • • ; • edge of each side of thg cove; tile. Leave approximately 3/4" (19, mm) to 1" 154 tr m) from the outside edge of th'e tile, inwnd,free of; • • • • • foam to allow for expansion. '..'.' 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 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 141AMFDiADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 Pieduet Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve theMIlif to have this: • • ..:. product or material tested for quality assurance purposes. If this product or material fails to pe�orm to the accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatet% t%,oke, medify"p, or • suspend the use of such product or material within their jurisdiction. RER reserves the right,toreyoke thjs.acceptancei.... if it is determined by Miami -Dade County Product Control Section that this product or materinf %ifs to meet the 0 0 a 0 • requirements of the applicable building code. ; • •; •; • This product is approved as described herein, and has been designed to comply with the Floiida B1ildin&*QQ0;. •...:. 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, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., Re NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield... Polystick Dual Pro 61' x 3'33/s" TAS 103 and A rubberized asphalt self-adhe;W,, grass-fibe -/poyester "'; • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing memb�.Designe&gTa • Location #2 metal roofing and roof the undetlayr+ent. . Polystick Tile Pro 61' x 3'3 3/a" TAS 103 and A rubberized asphalt self-adhe2� grass-fi tt/paiyeste* Manufacturing 60 mils thick • • • �' ASTM D 1970 reinforced waterproofing membrane oDesiWd 4s a metal ; • • • Location #2 roofing and roof tile underlayit►ent!• .. ..,..� Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, lolyester reL iforce4 . .,: Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. DgigrLed�as a a roollne 0 Location #1 & #2 • • • underlayment. • • • • • :""' • Polystick TU P 32' 10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 313/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 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 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 • .Q7/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 %.OV12/14...... P46520.10.14 ASTM D1623 • • • • • 10k3/14 • P44360.10.14 TAS 103&TAS 1?0';" 147/14•••• • P43290.10.14 ASTM D 1970 & TAS110" 10/17/14:....; PLYG-SC10130.06.16-3 TAS 103 & TAS 1}o•::• :••0427/160 • PLYG-10130.06.16-1 ASTM D1970 & TAS 114.. .. 0¢/27/16,,;,, - PRI Asphalt Technologies PUSA-035-02-01 TAS 103 00/29/06.... V PUSA-O55-02-02 TAS 103 1;/10/07••��;• PUSA-089-02-01 TAS 103/ASTM D4798 & GL55 :"07M6/09. . ...... Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G 15 5 • • • 04701/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 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. 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. NOA No.: 17-0614.22 MIAMMAD6 COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: 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) Membrane: 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. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: •..• Min. 19/32" plywood or wood plank 0 System Type E(2): . . .... ...... Anchor sheet mechanically fastened to deck, membrane adhered '..' ... .' Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening:Per FBC 1518.2 & 1518.4 Nails and tin caps 12" d 6" o.c. at ffti um 4V Pe d la . tors 0 P grid, � � . �.. P ( base sheet only) • • • • • • • • • Membrane: ...... .. . ..... Elastoflex S6 G, hot asphalt applied .. .. . .. ...... Surfacing: See General Limitations Below. : • • : • . . . . ...... Deck Type 1: Wood, non -insulated 00 0 0 00 . . •• • Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: 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) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. MIAMMADE COUNTY ,...• UVI 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 prdtrusions or drains shall be initially taped with a 6" piece of underlayment. TIL91siling tapeshall be . • pressed in place and formed around the protrusion to ensure a tight fit. A second layur4gf•Polystick shad 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 Pelystick MTS Plus may tie ..... . used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof t *.systems and quarry. � ,. slate roof assemblies. so' 00 • 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 roofing and roof tile 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. Ex osure 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 ' 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 Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:1.2 • . 4;V without battens 0 .. 0 : ... . Profiled Prohibited 4:12 6:12 6:12 4:12 •; • • 6711 • Tile without battens ...... The above slope limitations can be exceeded only by using battens in accordance with t1reApprovea Yiie System: • • • Notice of Acceptance and applicable Florida Building Code requirements. When batfe?Wa1-1 requotd, they shelf • • • be utilized during loading and installation of tiles. 10. Case should be taken during the loading procedure to keep foot traffic to a minimum and to avoid d�opj Ong of ....:. tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for lo4dinnrocedtire —two till%0 laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,' for A total df f1jes — far • all underlayments except Polystick MTS which shall be loaded onto battens. so n O to N !O M xr�i l ASS I IN 1 j 9x POL`r TnCKTU Plus 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 APPLICA01IONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECONtM"ATIOW.* 1. Polyglass does accept the direct application of Polystick underlayment membranes to wx decks. In 0ta�lers a> e • • • cautioned to refer to applicable local building codes prior to direct deck installation to gusure this is acgeptable: • • • •; Please also refer to applicable Product Data Sheets of the corresponding products. •.... • 0•"' ..... 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edaeo * Oam as peroPolyglass" 0 0 0 • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimulp j;�; metal disk as • • required in Miami -Dade County or simplex type nail as otherwise allowable in other segiong, at a minimum rats...;. . .. of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail frea� %ea pars.e War" on. . ... the face of membrane, with the above stated nails and/or disks. The head lap membrantis to covel the, %ea bein... g • 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 contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer 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 TV12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/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. 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) 8944563. 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 APPLIEAOIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECONiMFZ-7QATIONS'." ' • • •; • boob.. .. boos,, END OF THIS ACCEPTANCE • • • • • bosoob b o bbb„b bbbb o , b o „ boob . .. boob.. • ,boob. . . . . o b b „ b boob.. b o . . ob0000 b NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 WO 1 MI��AMI•DADE_i MIAMI-DADE COUNTY ►�c�1/j1 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 ProdW4• Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami JDad% County•}... • reserve the right to have this product or material tested for quality assurance purposesp If th;s produo top material fails to perform in the accepted manner, the manufacturer will incur the expriri% bf such_tz.-ting and the AHJ may immediately revoke, modify, or suspend the use of such product or 1%Ltsrial within* their jurisdiction. RER reserves the right to revoke this acceptance, if it is determine:_i' 4iami-�_#aaa. County Product Control Section that this product or material fails to meet the requircri,;; �•of the,,. - • applicable building code. • • This product is approved as described herein, and has been designed to comply with�ie'1� rids Buil�'r_g Code including the High Velocity Hurricane Zone of the Florida Building Code. • - - , ; • • • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood D;x9* • • • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logQ, city,`!tate and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.02 WMAPSOr►MCOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description.: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection (optional) or Securock' Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima "' Base Sheet, GAFGLAS® Stratavent, Eliminator" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid' SBS Heat-WeW' Smooth or Ruberoid' SBS Heat -Weld' 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS' Ply 4, GAFGLAS® FlexPlyT' 6, GAFGLAS' #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ripg slVnk nai�s� ira • tin caps at a fastener spacing of 9" o.c. at the lap staggered and'in,tWQ rows.IZ" • . . o.c. in the field....,... Y. (Maximum Design Pressure —45 psf. See General Limitation,#7)a • • • .... GAFGLAS' Ply 4, GAFGLAS' FlexPly"" 6, GAFGLAS #75�ase.Sheet d?34 • of above base sheets attached to deck with Drill-Tec' #12 Faslacrar! 1Jri11-1:3c'*' • #14 Fastener or Drill-Tec'' XHD Fastener and Drill-Tec'" 3" %te2flate, Dot-il1-• • TecT" AccuTracl Flat Plate or Drill-TecT" AccuTrac® Recesse41:1-1'4nstalled o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaood: • approximately 12" o.c. in the field of the sheet. •- - " ' .. • •• •_ (Maximum Design Pressure —45 psf. See General Limitation i#7) ' MIAMI•DADE COUNTY GAFGLAS® FlexPlyT 6, GAFGLAS' #75 Base Sheet or any of ab6v0 base -sheofs- attached to deck with approved annular ring shank nails and tin cans at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c_ in -the field_ (Maximum Design Pressure —52.5 psf. See General Limitation: #7)- GAFGLASO #80 Ultima` Base Sheet, Ruberoid®20, RuberoidoMop Smooth, _ base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener, Drill-Tec' #14 Fastener or Drill-TecT" XHD Fastener and Drill -Tee'" 3" Steel Plate, Drill-TecT" AccuTraco Flat Plate or Drill-TecT"' AccuTrac' Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecT' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec'" #12 Fastener, Drill-Tec' #14 Fastener or Drill -Tee' XHD Fastener (Continued) and Drill-Tec' 3" Steel Plate, Drill-TecT" AccuTracl Flat Plate or Drill -Teti" AccuTrac' Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See Genera[ Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS' Ply 4, GAFGLAS' F1exPly". 6, GAFGLAS'° #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatch' SBS Modified Granular, Ruberoid'Mop Plus Granule, Ruberoid' 20, Ruberoid' 30, Ruberoid'EnergyCap" 30 FR SBS Membrane, Ruberoid' 30 FR or Ruberoid' Mop FR in adhered in a full mopFjttg of approved asphalt applied within the EVT range and at a rats of 2040 lbg.lsc}.' Or '..' : ... One or more plies of Ruberoid' I4op Smooth, Ruberoid' Moea:fldle, • RoofMatch— SBS Modified Granular, Ruberoid' Mop 170 F1t,*Au9eroid' Mo$ Plus Granule, Ruberoid' 20, Ruberoid' 30, Ruberoid' Energy E0p* j6 FR *S • % - Membrane, Ruberoid' 30 FR or Ruberoid' Mop FR adhered 46VAtsixTM W SPS Membrane Adhesive at an application rate of 1-2 gal./sq. 006900 0 . �:.' Surfacing: Optional on granular surfaced membranes; required for Cn obtp meiglvi xyts. Chosen components must be applied according to manufachkrar'c app'licafiU instructions. All coatings must be listed within a current NO -A. • • 1. • • Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat_ _ of Approved asphalt at 601bs./sq. - " _ " - - - 2. GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' Mineral Su:-fa--od Cap Sheet or GAFGLAS'EnergyCap' BUR Mineral Surfaced Cap Sheet-adhercd in a.fi611 mopping of approved asphalt applied within the EVT range anQ at 2 rnte of 20-40 lbs./sq. 3. Topcoat' Membrane, Topcoat' MB Plus (to be used as a primer with Topcoat® Membrane) or Topcoat' Surface Seal SB applied at 1 to1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 J WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly"I" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum `/4" 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 using spot mopping with approved asphalt, 12" diameter circle', 24'69.c.; or strip• mopped 8" ribbons in three rows, one at each side lap and'one down the center of the Sheet altftirjg a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" br@*69 shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application oti' e*r system stall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a m0mi1M design pressure of 45 psf. ...... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristi-L4,% e- (F') v36-4 275 lbf., as tested in compliance with Testing Application Standard TAS 105. V'_'t 1:'*:;tener=vatue,_ as field-tested, are below 275 lbf, insulation attachment shall not be acceptable.'- - :...:. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane a: �oLmPnt is ;)y e�' _ on a minimum fastener resistance value in conjunction with the maximum design value listeQ;vyhbtn a specific system. Should the fastener resistance be less than that required, as deter.nin:,d by the - Building Official, a revised fastener spacing, prepared, signed and sealed by a Flnri!la_Registered- Engineer, Architect, or Registered Roof Consultant may be submitted. Said reviled tas'_ener 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 I I I 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 9/14/2017 TGFU.R1306 - Roofing Systems _ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 070S4 USA R1306 "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@ #7S 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 "DensDeckp Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification !ben this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof declts. gftever, th@ LUtt joints fithg • gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or'lDensDeckp IwraGuerd— • Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the 9Wyystem, it must& placed• • •: • below the overlayment board. 1/4-in. thick (minimum) "SECUROCKO Roof Board" (Type FRX-G) and "SECURggKI) lass -Mat Roof Board". • (Type SGMRX) are limited to a maximum 3.12 slope when used over a combustible deck in a system with any UL Classified insulation exert• • • • polystyrene. • • • • • • • Multiple plies of Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex PI 6" or "Tri-PI @ Ultra- I • • • • • • • •. v r E l:zib►�.? v 6" Q1dY 4e adhered," . • Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuaiJRoof ti-rtl� hot rop�q% • • asphalt. "GAFGLASO FlexPly— 6 512 and "GAFGLAS@ FlexPlyT" 6" may be used interchangeably in any roof covering system listed below.. • • • • : • "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. ; ' _ . �. - • _ ; • • • • ; "GAFGLASO Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofiriS asptiai;-4,- - noncombustible decks and as a recover over existing roof systems. - - - "EnergyGuardTM Perlite Insulation" may be utilized as a cover board over "EnergyGuardT"" in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified -urethane 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 manufacturer's installation instructions (excluding 'LRF Adhesive O") in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardT" Tapered' is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. "EnergyGuardTM Ultra Tapered" is an acceptable alternate to "EnergyGuard'" Ultra" in any applicable Classification. "EnergyGuardTM NH Tapered" is an acceptable alternate to "EnergyGuardT" NH" in any applicable Classification. "EnergyGuardTM NH Ultra Tapered" is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable Classification. "EnergyGuardT" Barrier Tapered" is an acceptable alternate to "EnergyGuardT" Barrier". "EnergyGuardT" NH Barrier Tapered' is an acceptable alternate to "EnergyGuardT" NH Barrier". Minimum 1-in. thick "EnergyGuardT" Barrier' is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. Minimum 1-in. thick "EnergyGuardT" NH Barrier' is an acceptable alternate to "EnergyGuardTM NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLASO #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply@ --a-rLexible Ply 6") in the Class A, B or C roof systems indicated below. -cf deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent@ Nailable Venting S eey cr "GAFGLASO Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot and nailable base sheets are to be mechanically fastened granule side down. G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UltimaT 'GA-FGLAS@ Stratavent@ Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet bin/XYVRemplate/LISEXT/iFRAMEJshowpage.html?name=TGFU.R1306&ccnshorttiUe=Roofing+Systems&objid=1074351... 1/48 9/141*2017 TGFU.R1306 - Roofing Systems Ply Sheet: — Three or more plies Type GI "GAFGLASO 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@ EnergyCapT" ' Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 10. Deck: NC Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" 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-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@ EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 11. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type GI "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 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or ?GAFGLAS@ EnergyCapT" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum Lift "gR1lsDeck@ A88fboard" err' "; • "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in, thick United States GIMbgn eo. • "SECU ROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). • • • • • • • • • • • •: • f` Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/pplyitQcyanurate composite or. • perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deck joins). o • • • • e Base Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flax fly 6: or "T"bA Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Uli1fit"" Base Sheet" or "GAFM416. Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@-Perforated Venting Base SheeWt7r+f713e G3•"EAF6W5® Mirie" Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered Wi-1�•W roofing;aspbalf. • .... Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply@ APP Smooth" or'Tri-Ply -E,?g Pranule ors 1k0BEROID@• • Torch Granule" or "RUBEROID@ Torch 180", torch applied or "RUBEROID@ Mop Smooth" or "RUBERtJD R. Ckap Smcath 1.5" or •- "RUBEROID@ Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or'Tri-Ply® SBeGranuie", full; sdialed withToi* * • roofing asphalt. • • • •- • Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet:or'iCAFGLA_S 5r.6rgyCapl • �: Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. ';.'.• 13. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DEnsJeck@ Roofboard" or,- "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsia, Z". '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 c..--aret;iane or - - perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, at } thickness. Base Sheet: — Two or more plies Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or 'Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with ::st rccfing asphalt. Phir Sheet (Optional): — One or more plies Type GI "GAFGLAS@ Ply 4" or'"rri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or'Tri-Ply@ C:.-a-,=iexible Ply 6", fully adhered with hot roofing asphalt. Hembrane: — One or more plies "RUBEROID@ Torch Smooth" or'76-Ply@ APP Smooth" or "Tri-Ply® APP Granule" or "RUBEROID@ 7a-ch Granule" or "RUBEROID@ Torch 180", torch applied or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or 'RJ ISER0I1300 Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granule", fully adhered with hot i raofrg asphalt. 1 Cap Street: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapT"` Yineral-Su�. ced Cap Sheet", fully adhered with hot roofing asphalt. C-15132 Incline: 2 Barrier Board (Optional): — OOne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or 'DensDedc:a Prim Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. SECUROCK® Roo: Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). nsulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate impolite or wood fir/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. ise Stmet: — One ply "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G2 "GAFGLASO #75 Base Sheet"or 'Tri-Ply@ 15 Base Sheet' or'GAFGLAS@ #80 UltimaTTM Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLASO a•aver:tJ Perfarated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Sheep — .Two or more plies Type GI "GAFGLASO Ply 4" or'Tri-PlyO Ply 4" or "GAFGLASO Ply Flex 6" or "Tri-Ply@ Ultra -Flexible 5' or'RUZSE -D23 Mop Smooth" or "RUBEROIDS Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth", "Ruberoid@ 20 Plus eth` cx— *RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt. tttrane: — Type G3 'Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASO Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT" sal -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. se.ul.comlcgi-bin XW/template/LISEXT/1FRAME/showpage.html?name=TGFU.R1306&ccnshortffe=Roofing+Systems&objid=1074351... 4/48 9/1472017 TGFU.R1306 - Roofing Systems ` 20. Deck:'C-15/32 Incline: 1 base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "RUBEROID@ 20 Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROID@ HW 25 Smooth", mechanically fastened or 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". 21. 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@ DuraGuardTM 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 perl ite/polyisocyan u rate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or one ply Type G2 "GAFGLAS@ #75 Base Sheet' or'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex 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. 1. Deck: C-15/32 Class B Incline: 3-1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "p9psDeck@•12do1board" dr ' •;' "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick UnILEd States GW!tgmgCo. • • "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 polyisocyanurat8 pt yrpthane or . . • perlite/polyisocya n u rate composite or perlite/urethane composite or wood fi ber/polyisocya nu rate corrIpo ii4e or phegnolic, any thici mp • Base Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS@ Flex•P�y 6" or "'awl601vtoUltra-Flexible• Ply 5", mechanically fastened or fully adhered with hot roofing asphalt. • • * • • • • • • • Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-Ply@ BUR Granule Cap Shutt Ct&GAFGL�6@ En ergyCepwo • Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. .. .. • •. • • • • • • 2. Deck; C-15/32 Incline: 3-1/2o • • • • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLt "P%sDeck® koorboard" ay...; "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM Roofboard" or minimum 1/4-in. thick UrtiLid States ClyQwT•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 ur urethane or- - - - perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate corr.;,j.;i.L ,,r phenolic, -any thickness: Base Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply_Flez 6-or "Tri:Ply@.,Ultra-Flcr`tl�_ _ Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri-Ply® #75 Base Sheet" or "GAFGLAS@ #80 Ultima— Base Sheet"-or"GAFG1 AS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Shee`" or-T}pe G3 "GAFGLAS@ M:r.a, dl- Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with not i`oofing 8sph31t- Membrane: — One or more plies "RUBEROID@ Torch Smooth" or 'Tri-Ply@ APP Smooth" or 'Tri-Ply@ APP Granule" or " hL,BEROID@ Torch Granule" or "RUBEROID@ Torch 180", torch applied or "RUSEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUSEROID@ Mop Plus Smooth" or 'RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granule" 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: C-15/32 Incline: 2-1/2 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 polyisocyan u rate or urethane or pert lmelpWsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Two 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" Knerai-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15132 Incline: 2-1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or *D%esd1_NedQ Pr ne Roofboard" or "DensDeck@ DuraGuardi" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. SECL2OCK0 ,Roof Hoard" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocya n u rate or urethane or per'_.=; Y"yisacyara2te composite or perlite/urethane composite or wood fi ber/polyisocya n u rate composite or phenolic, any thickness. Base Sheet: — Two cr more plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible �11* 6' cr -ype Gil 'GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ .t`—_tzver9 MZabte Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral SLvfaced Cap Sheet' or 'Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. http-l. oahazseaiconVcg 4*VXYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R1306&ccnshorttitle=Roofing+Systems&objid=1074351... 6/48 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in tVRenailing space indicates that the item has been explained. 2. wood decks: When replacing roofing, the existing wood roof deck may have to accordance with the current provisions of Section R4403. (The roof deck is ustlly concealed prior to removing the existing roof system). • • . . .... ...... • Y � 4. Exposed Ceiling: Exposed, open beam ceilings are where the uhMMde of the ro6f decking... •: can be viewed from below. The owner may wish to maintain the architectural o6pearance; tgawfdre, • roofing nail penetration of the underside of the decking may not be acceptablg;fly Qrovide the option ol*: m 'ntaining the appearance. • • • • • . . . . ease•. 6. Overflow scuppers (wall outlets): It is required that rainwater f1Dws•of�so than the roof is not ov oad rom a buildupof water. Perimeter/edge a wall or other roof exteritton May bIQMt % a • a • a • g y di char if o ow scuppers (wall outlets) are not provided. It may be necessary to install overflow �pers ac ance with the requirements of Sections R4402 4403 and R4413. J-1 y�1k Owner/Agent's Signature Date / ntractor Si. nature Date �g tiroi� Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTFn RFI nw- Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,�,6,7 • Metal Roofs A,B,D 1,2,3,4,5,6?7 • Wood Shingles and Shakes A,B,D 1,2,4,5*ef • • Other As Applicable 1,2,3,4,5,61a7. • ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation ••• 0 • •• • • .•••• •• • 15.36 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) a t ' i I I I Copyright to, or licensed by,1CC (ALL RIGI4TS RESERVED); acecssed by Eliezor Palacio on Jun 8, 2015 10:32:12 AM pursuant to Licensc Agreement. No further reproductions authorized.