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RF-12-2402A � 0 K Miami Shores � /'�j es Building Department �\ g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING APR 12 FBC 20 Permit No. / 2 %O 2 Master Permit No�%�'� ROOFING JOB ADDRESS: (SC3 /y 6- /t S '7F City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �ff% A I/C Y e/L'A Phone#: Address: / 55-6 6k) 6 %e � g',/- city: ',City: /V /'&d I S�1 a S State: l Zip: Tenant/Lessee Name: Phone#: Email: Company Name: Phone#: Address: City: R `, State: b� Zip: 53,3 Z 2 Qualifier Name: 1' 7 Phone#: State Certification or Registration #: C--t.-�2JZ-, Certificate of Com etency #- Contact Phone#: Email Address: I DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $_ 3 S® Square/Linear Foot e of Work: G 00 Type of Work: ❑Addition ❑Alteration .0 ew epair/Replace ODemolition Description of Work: I I & / 06 —'— dd c+-4 /2c,j/ ,6c;0 K z z -_-CJ '/�/__ Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Votary $ Training/Education Fee $ Nuble Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ _ Technology Fee $ TOTAL FEE NOW DUE $ ' Bonding Company's Name (if applicable) ' A Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not e approved and a reinspection fee will be charged. Signature Signature Owner or Agent /Contractor The foregoing instrument was acknowledged before me this day of , 20 1�_, by who i" o#ally known e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: ,,y My COMMISSION H EE 066066 Print: A I e���natl Thru Notary Public Underwriters My Commission Expires: The foregoing ins ent was acknowledged before me this t day of r ,20 //,b who is personally known to me or who has produced as identification and who did take an oath. NOT LIC: Sign° Print: OTARY PUBLIC ATE OF FLORIDA My Commission;, ••` Commission #DD950706 '••..,,,.,; Expires: JAN. 10, 2014 BONDED THRU AM611MIC BONDING CO., INC. APPROVED BY Plans Examiner zoning Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 it/zklt3 Permit No: t --F- 13 —1 Lt �v Structural Critique Sheet -e-- A ",b %.-,, 8-g — ' Page 1 of 1 (10 %.% v%2 CA -6-e e N b ULA'- - V P,( -b'- At- t�. b -o L .4 iJ o A - -c s,1 cn L,- ��� eax.3-(OLi3- («( STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Mehdi Asraf f � High Florida Building Code Edition 2010 V Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and identify Manufacturer Fastener Spacing for Anchor/Base Sheet Attachment (if a componentriot jised, identify aasJ "NA)�(/� System Manufacturer _ O _ p' � Field: � oc O Lap, # Rows � Q _ _L= oc NCA No.: 0 -7 - Perimeter: L "cc @ Lap, # Rows _�_ & -�—" oc Design Wind Pressures, From RAS 128 or Calculations: Pmaxt Pmax2: Pmaa. 12��' Corner: ' oc @ Lap, # Rows _y_ @ —(e—" oc Number of Fasteners Per insulation Max. Design Pressure, From the Specific NCA System: _, t w—!C' (A) Board Field: Perimeter Comer Deck: o Tom: pit w9 illustrate Components NOW and Gauge/Thickness: h Details as Applicable: / ! % ! WooSlope. Strip blocking, Goiter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Anchor/Base Sheet& No. of Ply{s}: ,� Anchor/Base Sheet Fastensng teri • -ter � ' Coping, Etc. Indicate Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 11f and Chapter 16. t r—/` CZ Insulation Base Layer:_ Base insulation Size and Thickness: i 4 f !* Top insulation Layer: ti Top insulation Size and Thtda Top Insulation Fastener/Borc Base Sheet(s) & No. of Ply(s): Base Sheet fastens1`4111 BoC-11ndl '4 Ply Sheet(s) &�No. of Pty(s): f Ply Shept Fal ner/Bond' S ,L' ?" Top Ply: &tf:E, 44, Top Ply F erBonding Mi Material:of 5`� 0- 2�\Jyzy .ec' 10 �s FT 'N Parapet Height 0 0 • • • . •• •000.0 Reight 00 . • 0 0000•• • •Mean • Oe Roof 0000 0 0 .. ...... .... . ...... 00 . • • • . • 00000• 0000•• 0 0 . • 0000 .. . • . . 0• •• r r t Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Stoped Roof Sts#em) Roof System Manufacturer: C#6717% r Product Approval Number: r/ 30 • 0 / Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1P2 P3: Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: 0 P A - S Steep Stood System Description Deck Type: I -evv 148 Roof Slope: Type Underlayment: 3 © S -e 15 :12 Insulation: Fire Barrier: kJ 0000.. FastenerS • Ridge Ventilation?Ype & pacing: Adhesive Type:• • • • • • *00000 00,00. 0000. Mean Roof Height: l j 0000.. Type Cap Shoot: Pow; • • Tj�V 1 :. .. . .. 0090.. Roof Coverir- f 0000 I 0000 Type & Size Drips Edge: F�30 Co�PP�ed' r, � Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations,) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mt. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tie attachment method is acceptable. Method 1 "Moment Baseo Tile Caiculatgns Per RAS 127" ) {P, : 7 �x A QP -78 =13,� - M • �7 71 = Mn 3 S Rroduct Approval M, ( a (P2: �C ( � Y x A d• 278 = Z? • � - Mg: l = M" 9 r2 1 � OrProduct Approval M,�� (P3: LZ l - c� x �, � 218 = 33.0 - MQ: � ° 7 = M,3 2s.a 2 Product Approval lilk 3f - 3 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mt *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F with the values for F,. It the F values are greater than or equal to the F, values, for each area of the roof, then the tie attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" ; * '' 0: • (P,: x 1: = x w:_ _) - W: x cos & == F,1 Product ApprdYbi r• . • • • (PZ: _ x 1: x w:= `) - W: x cos 0: _=_.z F,s Product AppRI CP* • • (P,: _ x 1: - x w:= } - W: x cos 0 - =F,3_ Product App&'AFP- • M uired Moment Resistance* mbol Where to find .. • .. • . Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 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 the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F with the values for F,. It the F values are greater than or equal to the F, values, for each area of the roof, then the tie attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" ; * '' 0: • (P,: x 1: = x w:_ _) - W: x cos & == F,1 Product ApprdYbi r• . • • • (PZ: _ x 1: x w:= `) - W: x cos 0: _=_.z F,s Product AppRI CP* • • (P,: _ x 1: - x w:= } - W: x cos 0 - =F,3_ Product App&'AFP- • • Where to Obtain Information • • • • • • • Description mbol Where to find .. • .. • . Design Pressm P1 or P2 or P3 RAS 127 Table 1 or by an eiVineeekV analysis edby P1 VwWZ ASCE 7 Mean Roof Height H .lob Site Roof Slope d .bb site • • • Aerodynamic Multiplier A Product Approval • • • Reslorl+tg Moment due to Graft M• Product Approval Attachment Resislame M, Product Approval Required Moment ReslslAnwe M, Cabilated Mirdurn AttadrmeM Resistance F Product Approval Requved Uplillt Resistance F, Calculated Awage Tile V*AgM W Produrt Approval Tile Odmenslons larlp w Product Approval AN calculations must be submitted to the Building ON'ielal at the time of permit appiicatbn. • MIA A BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130-1563 (305) 375-290I FAX (345) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 1W been no change in the applicable building code negatively affecting the performanceof this prodda4..' TERMINATION of this NOA will occur after the expiration date or if there has beef0h* rc6ion dr. change in the materials, use, and/or manufacture of the product or process. Misuse of iliANOA as ari endorsement of any produc 4 for sales, advertising or any other purposes shall automa Q); termwite this NOA. Failure to comply with any section of this NOA shall be cause for ternindiptL Stld renabvV of NOA. ...... . ADVERB: The NOA number receded the words Miami -Dade p by C'dw'Its►, Florida, and followed by the expiration date may be displayed in advertising literature. N any piNcW of the 1164' is displayed, then it shall be done in its entirety. 0 • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or ipr , distributors and shall be available for inspection at the job site at the request of the Building OfiiciAf This NOA renews and revises NOA No. 03-0501.05 and consists ofpages I thro gh 19. The submitted documentation was reviewed by Jorge L. Aeebo. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page i of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: ' /;Z" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density/f -P) EnergyGuardm, EnergyGuardm Composite, EverGuare ISO; EnergyGwwd= RA, Ener"GuanFrm RA Composite Minimum 1"thick N/AN/A EnergyGuard"* High Density Wood Fiber, EnetgyGuardTm Recover Board, Wood Fiber, Minimum W thick N/A N/A EnergyGuardTm Perlite Minimum W thick N/A N/A Fiberglas (Min. '5/16" thick) N/A N/A Note: Ali insulation shall be adhered to the anchor sheet In full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs/100 fig. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulatiowlisted as base layer only shall be used only as base layers with a second layer of approved lop layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENTa EbimlantorT'e Perforated laid dry or a Bayer of EnergyGuardrK Perlite or wood fiber overlay board on all insocyanurate applications. "0900" Fire Barrier: FireOutTm Fire Barrier Coating, VersaShield®Non-AsphalticFibbrllass-Based. (optional) Underlayment or SecurockTu. ...... . .. ...... Anchor sheet: GAFGLAS® #$o ULTIMATM Base Sheet, STRATAVENio B�ipatorTU.. • : : • • • • Nailable, RUBEROIDo Modified Base Sheet, RUBEROIDo 20o.RMERM13 • •' • • • • • Heat-Weldrm Smooth or RUBEROMP Heat-Weldrm 25 base "picchap Wh • • • • • fastened as described below; • • • • • • • • • Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTu 6, GAFGLAS® 415 11as; She f gr ; • • • • • • any of above Anchor sheets attached to deck with approved apnujdtring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap stagkWand in Im rows 12" o.c. in the field. (Madmwx Design Pressure —#S ps, ,, See General Lftm*dm #7) NOA No.: 07-1219.09 Expiration Date: 11/04113 Approval Date: 03110/08 Pages of 19 Fnntening Options: GAFGLAe Ply 4, GAFGLASo Flex P13Pw 6, GAFGLASo #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TedTm #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTm AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Lbn tation #7) -GAFGLAe Flex Plym 6, GAFGLAe 075 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a. fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General LimiMIan 07) GAFGLAe #80ULTIMATu� RUBEROID® 20, RUBEROWO Mop Smooth, base sheet attached to deck with approved I'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the enter of the membrane. (Maximum Daslgn Pressure -60 psf, See General Limitation #7) GAFGLAS* #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTw #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill-Tedm AccuTrac Plates, 12"' o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Muacimunt Design Pr une -64 psf, See General Llvd tadon #7) Any of above Anchor sheets attached to deck approved annular ring shank. nails and 3" inverted Drill-TecTO insulation plates at a fastener spacing of 9" O.C. at the 4" lap staggered in two rows 9" in the field. (Maarin wm Design Pressure -60 psf, See General Llnritadon 07) GAFGLA? #75 Base Sheet or any of above Anchor sheets attached to deck with Drill TecT" #12 standard, #14 or # 15 Screws and 3" Drill-TecTm steel plate or Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) Base Sheet; (Optional) Install one ply of GAFGLAS® #75, GAFGLAe #80 ULTUff tw • Base Sheet, GAFGLAr STRATAVENIO Eliminatorm Peffor .... • , RUBEROIDi Modified Base Sheet, RUBEROIEP Mop Smooth= •IfUBEiIb� 20 RUBEROID& Heat-Welem Smooth or RUBEROJV9 Heq ; �f f,4m dn+eatjy • over the top layer of insulation. Adhere with any approved mopping asphalt . : • • • • applied within the EVT range and at a rate of 20-40 lbs./sq; (see•General: ' • • • • • • • • Limitation #4). ...... . . ..... .... . Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLA? Flex PlyVI "eat, #80. ...... •' Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhirdirra full:... ; • • • • • mopping of approved asphalt applied within the EVT range qnd pt i< rate 4f 20-40 ; ....: lbs./sq. .. NOA No.: 07-121909 Expiration Date: 11/04/13 . Approval Date: 03t2W Page 9 of 19 t Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAe EnergyCaPXm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Surfacing: (Optional, required if RUBEROIDa MOP Smooth or RUBEROIDP 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS* Mineral Surfaced Cap Sheet, GAFGLAe Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. 3. Leak BusterTm MatrhCm 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak BusterTm MatrixTm 715, Leak BusterTM MatrixTm 322, TOPCOAT'* MB+, TOPCOAT* Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTm Matri:04 602 MB Xtra Elastomeric Roofing Membrane, EwrgyCoie® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT* Surface Scal, TOPCOAT* Firwhieida SB Solvent based Mastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Presaure: See Fastening above. • •..... •• •• NOA No.: 07-1219.09 Expiration Date: 11/04113 Approve[ Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM UmffATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTN 6 when used as a mechanically fastened base or anchor t sheet. 2. Minimum V4" Dens Deck7m or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. CzT+`mnuL LXMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs.lsq. Note: Spot attacked systems shall be limited to a maximum design pressure of -45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force On value of 275 1H.., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. .... 7. Perimeter and corner areas shall comply with the enhanced. uplift pressure requiFemeats of thou areas. Fastener densities shall be increased for both insulation and base sheet as calculalsdlincompftce pith Roofing Application Standard RAS 117. Calculations prepared, signed and seale&by rPlorida'reglaered Professional Engineer, Registered Architect, or Registered Roof Consultant (WgNiiWs limitation is specifladly referred within this NOA, General Limitation #9 will not beWpj mble r ., - 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termh atiou designs shall conform with Roofing Application Standard RAS 111 and applicable wind load rega ren6ts. 9. The maximum designed pressure limitation listed shall be applicable to all roof prgsa;e Anes (i.e.�field, perimeters, and corners}. Neither rational analysis, nor extrapolation shall be permitted fdr enh&=A . fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners'. �1�O." this limitation is epwili ally referred within this NOA, General Limitation #7 will not be appikwQ 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 98-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-121909 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 hilmihl MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMTITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/vera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 revi Wo=chanr.in the • • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endomemant of 4 pP uct, ....% for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ee;viy with any section, .... of this NOA shall be cause for termination and removal of NOA. "60000 • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fior18a•,•&nd fbgewetby the•' • • • expiration date maybe displayed in advertising literature. If any portion of the NOA is displayegttken it shay be done • • ,' • in its entirety. • . . . . ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture;. its +distributors and • • • shall be available for inspection at the job site at the request of the Building Official. • • • This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofmg Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Aipplicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces Dimensions L =17" W =12'/4" Thickness ='/z" L = 17" W=121/4 Thickness = `/z" L =17" W=121/4" Thickness =%" L =17" W=121/4" Thickness =1/z" L =17" W=121/4„ Thickness =1/a" 1= varies w = varies varying thickness Test Specifications Product Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete r;9f lilgbrusbo* fitjish *.0*:* equipped with two naV AQv. For QditWte set, • ...: + direct deck or battened sxon applications. o• TAS 112 Accessory trim, clay roof ph ces for use at hips, • • ; ` • . rakes, ridges and valle M4natio& .. ; . ' Manufactured for each file Drofile.' �: • •. •+ NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 r � • t � T PRI Asphalt Technologies 2A EVIDENCE SUBMITTED: Test Asencv Test Identifier Test Name/Reuort Date PRI Asphalt Technologies ERPF -001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 111 TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101(Mortar Set) The Center for Applied 25-7094{2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(1, 5, & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7496-(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing• • • 0 1996 W 0000.. Engineering, Inc. TAS 102 • • • *0 6 .' Celotex Corporation Testing 520109-1 Static Uplift Testing 0@0:06 •Det' 6199 8 "00 00 Service 5201114 0000" TAS 1010000. ' Celotex Corporation Testing 520191-1 0000 Static Uplift Testing ' 0 0 6 0' .. 1I&s 1999.0.6 0 • Service TAS 101 •••0•• • • • ••�••� Walker Engineering, Inc. Calculations Aerodynamic Multiplier::.:: ynami' • Se Q •2006 • Walker Engineering, Inc. Calculations . Restoring Moments Due to Gravity ' ; $Cpn006 •0 0.0 6 . 0 0 . 6 6 0 .06.0. 66 6• NOA No.:12-0430.04 Cou1 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (ibf) Length -I (ft) Width -w (ft) Bel Air, Bei Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, • • • • ... 0 Ponderosa Double Eagle Fiat Tile' ::.::o 0 ":' 0 • 0000 0-1 0000 00- : 00 0 Table 2: Aerodynamic Multipliers - A (fe) • • • • • • • • • • Tile Profile A (ft j ... �► (ft) .. . Batten A pplication DireDeck idatibn Bel Air, Bel Air Double Eagle, 0.301 • • : • E1i278 : : Ponderosa, Golden Eagle, • • • • ... 0 Ponderosa Double Eagle Fiat Tile ::.::o 0 ":' 0 • 0000.. 0000. 0000 .. 000 0 0000.. 0000.. Cts COUNTY NUA No.: 0430.04 � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - Mg (ft4bf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile (min 16132" plywood) (min. 19132" plywood) 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck 2-10d Smooth or Screw Deck 18.8 Deck Ponderosa, Deck Shank Nails Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa, Golden Eagle, Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Ponderosa 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip). • • • •. 2-10d Smooth or Screw Shank Nails Field Clip) Double Eagle 35.5 *34.8 2-10d Smooth or Screw Shank Nails ave t 31.9 31.9 ...; 0000 32.2 .. . .. � Flat Tile 1. Installation with a 4" file headlap and fasteners are located a min. of 219/" from hbatrof tile. • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Nail -0n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" plywood) (min. 19132" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Ponderosa, Golden Shank Nails Eagle, .1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip). • • • •. 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 *34.8 2-10d Smooth or Screw Shank Nails ave t 31.9 31.9 ...; 0000 32.2 .. . .. � 2-10d Ring Shank Nails 50.3 65.5 • • • • • • 3 • • 1. Installation with a 4" file headlap and fasteners are located a min. of 219/" from hbatrof tile. • • • 0000 0000 000 0000.. . 0 .. .0000. .. so 00 NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (fi Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application Resistance Bei Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Double Eagle Flat Tile Ponderosa Double Eagle Flat 009000 • : • • 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3hem 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per partty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application ResistahtV Resistance Bei Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.9 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat 009000 • : • • 5 Tile -Tits Roof Tile Mortar. .69.09 Tile 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium paddy lacement of 24 grams of Po roTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar Set Systems Tile Tile Attachment Profile Application ResistahtV Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.0. Eagle, Ponderosa Double Eagle Flat Tile 009000 • : • • 5 Tile -Tits Roof Tile Mortar. .69.09 10 ... 6666 .. 9 6666 . .. 6666. 1 6666.. 6 6666. 69066 .. .. . 6666.. ..6.09 NOA No.:12-0430.04 Expiration Dote: 10105/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAG-%' FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:12-0430.04 hpAMDe �� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10, • • • •••• •••••• •••••• • •• •••••• • •••• • •• ••••• •••••• • • ••••• •• •• • •••••• • • • • • •••••• NOA No.:12-0430.04 hpAMDe �� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10, MIAMI MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 4U section of this NOA shall be cause for termination and removal of NOA. 0' .... ... • • • •• . .. . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flopi&pand follewed-by the • ...... expiration date may be displayed in advertising literature. If any portion of the NOA is d*sjed, then it thall be :....: done in its entirety. . "". • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer o`ri�distriblttor * and .... 00 shall be available for inspection at the job site at the request of the Building Official. 00 . . . . This revises NOA # 11-0601.10 and consists of pages 1 through 8 • • • • • • ...... The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-1229.01 Expiration Date: 09/13/16 CotY Approval Date: 04/05/12 • Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub-Catesorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'321s" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location file underlayment. #2 Polystick TU P Roll: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3' 3-3/g" *000:0 waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick underlayment. • • • • • with polyolefmic film on the upper surface for #2 use as an underlayment for metal roofing, roof ...... Polystick Tile Pro Roll: tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'3j/,," ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' membrane. Designed asfm a•m�i�d �roo grpof bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. """ Designed as an ice & rain shield and as a flat .. Polystick Dual Pro roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'l 0" x 3'3 3/S" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. roof tile underlayment. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'321s" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location file underlayment. #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3'V/8" 3/$" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tide roof • • • • *000:0 underlayment. • • • • • *0 • ...... . .. ...... Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self- •admixing, glass- • • • • • • Manufacturing Location 61' x 3'3-'/g" ASTM D 1970 fiber/polyester reinforcedwwwaWrproofing • • • • • ; • • • #2 60 mils thick membrane. Designed asfm a•m�i�d �roo grpof ' •"' • • • • tile underlayment.09 """ .. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-:adher hg, glass • • • • Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforcedgvvgtergroofiu& • ;"": #2 60 mils thick membrane. Designed as a metal roofh4a id: roof tile underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 ...... 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ( ERD P5110.08.07 TAS 103 08/29/07 ...... 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 PRI Asphalt Technologies PRIO111 I ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 ...... PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 0 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23138B TAS 103/ASTM D4798 & G155 02/18/10 DX231)8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 11-1229.01 Expiration Date: 09/13/16 r�nr+Fowne cotnrt�r Approval Date: 04/05/12 Page 3 of 8 . . .... ...... ...... . .. ...... .... . .. ..... .. .. . ...... . . . . ...... .. 0 00 NOA No.: 11-1229.01 Expiration Date: 09/13/16 r�nr+Fowne cotnrt�r Approval Date: 04/05/12 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type lI 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 membranes self -adhered Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove 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 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 0000 . 0000 0000V . • .. .. • 0000.. . .. . 0000.• 0000.. 0000.. 0000 .. 0000 0 00 00000 000000 . % 0000. 0000.. .. .. . 0000.. 0 0 0000.. 0000.. 0 . :too*: . 0000.. 00 0 . 0 . 0 0..*.: NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. 'Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes 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. E sure Limitations (days) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven FL. 180 180180 180 180 180 180 Hazelton, PA. NIA 30-4 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof file applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof file applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof file underlayment for (direct -to -deck) file assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance Mth the Approved Tile System Notice of Acceptance and applicable Florida Building Code rej Ifitteps are required for both loading and installation of tiles at all times. • •• • • •• • NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 K GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 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. n 1APPROVED1 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: • • • • • • 1. This Notice of Acceptance. . . 0000 0000.. • 0000.. . .. 0000.. 2. Any other documents required by the Building Official or applicable building code in ord 0 �t Arpperly evaj ate the installation this :0660: of materials. 0000 60 . 0000 . .. 0000. . 6 0000.. 0000. 6 6 ..66.. 60 06 0 0000.. .0666. 0 6 . 6 . 0600.0 0 000.. . 6 0 . 600000 NOA No.: 11-1229.01 Expiration Date: 09/13/16 ..�O Approval Date: 04/05/12 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being 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, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, 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 file 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 file manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 t/4"/12", precautions should be taken, such as the use of battens to prevent file 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, Polyglass PG500 MB FIashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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. 10. All self -adhered membranes must be rolled to ensure full contact with approved substi );olyglaw requires a minimum of 40 lbs for a weighted roller for the rolling of the field membraw..V d rolrers ad acceptable for rolling of patches or small areas of the roof. Brooming may be used where Lope prohibits rolling. 1,90000 • • • 0 00 11. All approved substrates should be dry, clean and properly prepared, before any applicaA?ln�o4tPolysrick . membranes commences. An approved substrate technical bulletin can be furnished uppp'reQQest. It i%* * recommended to refer to applicable building codes prior to installation to verify accept "s substrates. - 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes ind : • • • : • PolyProtector UDI, can be furnished upon request by our Technical Services Departmsntjbjalling )+ (80Q) 894-4563. • NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 7 of 8 4 4, 1 r 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofmg Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 0000 f i 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofmg Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 0000 . . 0000 0000 :0 . .. • .. 0 • 00000. . .. 0000.. 0.0.00 ,0000. 0000 . . 0. .. 0000 . 00 0000. 0000.. . . 0000. . 0 0000.. .. .. . 000000 000000 0 0 . . 0 0. 0000.. .00.00 . .. 0 0 . 00. .. • 00 66 NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 4 0 1 1 HIAMWMIAMI-DADE COUNTY �, a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33173-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Birdview Skylights dba. Guy E. Bird Enterprises LTD 201 Longhorn Read Fort Worth, TX 76179 Seope: 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 -lade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) andfor the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manuihcturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF-DADS ", sheets 1& 2 of 2, prepared by Birdview Skylights dates February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. IVJMIILE IMPACT RATING: Large & Small Missile Impact Resistant LABFJANG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there ha#tW no change in the applicable building code negatively affecting the performance of this pro*ct.' . "" TERMINATION of this NOA will occur after the expiration date or if there has been a era �isfon or VuW* in they materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enOesement of 4any product, for sales, advertising or any other purposes shall automatically terminale this 449Failure tQ comply :0000 with any section of this NOA shall be cause for termination and removal of NOA. 000000 : ' 00:069 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cou t3ks iwiida, and followed by... the expiration date maybe displayed in advertising literature. V any portion of the NOAP&-4play K tl'ien it shglt 0 0 ; • be done in its entirety. :09:0: • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer & its dllgmUlton and shall be available for inspection at the job site at the request of the Building OfiiciaC .' . : • . • • This NOA revises NOA # 08.0611.09 and it consists of this page 1, evidence submitted pagesIF,I &4;2 pi well as approval document mentioned above. The submitted documentation was reviewed by Rel my A. Makar, P.E., M.S. NOA Na 11-0811.09 Expiratlon Date: 07/0212013 O¢ foS�Zo )Z Approval Date: 0410.SM12 Page i s A 1 • . .Jl!.1.rti' � _ ! L' I �. 1 I \ i iI MR, � 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #4340303.11 A. DRAWINGS 1. Drawing No. E9696, sheets I & 1, model "6SFD-DADS' , prepared by Birdview Skylights, dated 07126100, with no revisions, signed and sealed by Y. N. Tolat, P B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DARE Self Flashing A1;uminuvvPo4vw--bonate Skylight' . prepared by Miami Testing Laboratory, report No. K-49362 issued on 09110196, signed and sealed by D. G. Ober, P.E C. CALCULATIONS I. Anchor Calculation, sheets 2 through 5, dated 0&21196 and signed by D. A. Terwilleger, PE D. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 00-0718.02 issued to General Electric Company on 0910812000, expiring on 0710212003. 2. Extrusion drawings No. BVS-XIO947--A & BVS 8534 by Tel Tower Extrusions, LTD for Bh*iew Skylights. E. STATEMENTS 1. No change letter issued by Birdwew Skylights, on 0811012000 and signed by E. Bird 1. No change letter issued by Birdview Skylights on 02111103 and signed by G. E Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0$-0611.09 A. DRAWINGS 1. Drawing No. DADE608.1. model "MF --DADS ' , sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by r1pin N. Tolat, P. K, on July 08, 2008. • • • • B. TXS► 0.00 i •• • 1. Test report on Large Missile Impact Test per TAS 201, Cycle4 • Test per• 1AS 203 and Uniform Static air Pressure Test per TAS 202, on `es 65F:DARE Self Flashing AluminumlPolycarbonate Skylight'. prepared - Jmeriean•1''est Lab of South Florida, report No. 0331.01-08, dated 05123f , siSOf4Wrd sealed by William R. Mehner, P.E. and Henry Hattem, RE • • •' 0000•• • 40iviy A. 0000•• • Maker, Pa, M.S. Product Control Examiner NOA No. 08-061L" Expiration Date: 0710212013 Approval Date; 07!31!16118 E-1 • • 0000•• w • 0000•• •0000• NOTICE OF ACCEPTANCE: EVIDKNOJU MITTED C. CALCULATIONS 1. Anchor Calculation, sheets I through 3 of 3, dated 0610912008, signed and sealed by Yipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By rami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. & NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE6081, model "6SF--DADE ", sheets I & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Yipin N. Tolat, AE, on February 22, 2012. B. a Y M 1. None. � s x C. NOTICE OF ACCEPTANCE: EVIDKNOJU MITTED C. CALCULATIONS 1. Anchor Calculation, sheets I through 3 of 3, dated 0610912008, signed and sealed by Yipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By rami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. & NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE6081, model "6SF--DADE ", sheets I & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Yipin N. Tolat, AE, on February 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By A41ami-Dade County Department of Permitting, Environment and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. • •0•t•Y • Y• 0000•• • 0000•• • • •. 0000•• 0000 •• • • • • • i • • 0000 Y •• 0000• 0000•• • • •0000 • • •••000 • 0000•• • • • • • • • • • • 0000•8 0000•• • • • • 0000•• my A. Maker, P.r, 998. Product Control Examiner NOA No. 08-0611.09 Expiration Date: 07/0?=13 Approve! Date: 07/31MM E-2 .494 4000 6.000 13jO C, .750,, .070 070 604) 375* PRODUCT REVUMD 80Wompiyhlg wfth the rmi& REF. a —Ift ODd* AprN N. U"T PL W11 0 12847 090 15123 L.RNii 4MMLANE TX 77663. BIRDVIEW SKYLIGHTS 741 ON(*I(M I. 41F c MAW(r" 60K 0 0 • 4010LA WX gy J.P. fifiu)o ...... , ;— .. — ... : 1 - NTS IVO. SmEn. 2 of 2 SCA I 46 0,0? er 6:e • *0 00 4 e a 6 NOTES: 1. :M IYP *AL1. 'n -m. EXCEPT AS NOTED 2. BRCAK SHARP CORNFRS Al .015 R. ...... . - TAGWH EXTRUSACUD e 4 wr .SKYE IGH A CIA BIRPV�FW a Y. w rggr- L'071 SE I FL ASWG �rt1791 12)05 .[CLAU. ^JAW go.. 6 6 -X - 4.)-1 $ kS. _Jjj 1 _ _ 4 L 2.373" —1.50'- 1.50" 30"- 1.50" ,�M g� 7.0" NOTES #2 6.0" 3.0" OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8' THICK INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) AW THQ- r #10 X I" HWHSD WITH NEOPRENE WASHER LOCATED 3.7/8" FROM EACH CORNER AND 71/2" ON CENTER THEREAFTER !0'A Old SPAN, 4" MIN. NOTE: This design can also be used for other smaller skylights as tong as the longside does exceed 105 114" and the short side does not exceed 801/4" and maximum ptasures do not exceed positive 60 / negative 80 psf, and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPINING DIM�ION 74" X99" ALL UNITS EQUAL TO OR LESS N 50.875 Sq. f i 13@ 71/2" = 971/2" 3 7/8" (TYP.) 14 SCERWS LS 125" EXT. ALUMINUM ANGLB(6063-TS) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER OASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER 010 X 3/8" SS HWHSMS LOCATED 3 718" FROM EACH CORNER AND 71/2" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM CURB FRAMING 6063-T5 ALL ALUMINUM TO BE 6063 -TS ALLAY FULLY MITERED AND WHLDED AT CORNE ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS) SEE GENERAL NOTES # 1 #14 X I" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 71/2". WITH MIN. ROOF DECK PENETRATION OF 7/8". ©L r— ROOF MASTIC ROOF DECK (BY OTHERS) 3 7/8" (TYP•) TOTAL 50 SCREWS DESIGN PRESSURE RATIN T AT LOCATIONS VIP1N N. TOLAT " FASTENER LAYOUT t 7 I/4" - 72 112" AB & C FOR THIS SKYLIGHT. FL. REG. # 12847 POSITIVE 60psf NEGATIVE 80 1/4 15!23 LA N CREEK LANE '8ppgf • • •R OTHER SMALLER SIZES • LS m LANG SIDE 11 SrS W • • • • • • • • • CRE SSS HOIdS dN, SS =SHORT SIDS PROVIDE FASTENERS ®7112" 77068 LARGE MISSILE IMPACT RUISTAb& • • i i i • ON CENTER EACH SIDE • • • • • • • PRCDttCTRBvtseD • � 105114" 4t+vahffieriaslas �� BIRDVIEW SKYLIGHTS GENERAL NOTES `t00' 0j NO ' °8 a DBA of Guy B Bird i YLIG ES WITH FBC 2010 t /# tt Y Enterosas, Ltd is • • 1.i�S 1 �aCOM�Ls Yz 1 201 LONGHORN RD. Ff. OR 1X. 76=79 2.:4" M V?AUM DISfAILT11ROM ANGLE LIP TO ROOF 3URFACi IS FOR SHINGLE TELQR BUR WPlfid � TION DATE: 2 - S - 08 O UL LES TILES ADD THE TILS HIIiGHT AND THE 12>L,WINf // SINS TION C S TO THE 4't MINIMUM HEIGHT. �saisl �QZ�t Z S ET10172 SCALE& NTS I �i i i i i ! • • • • • • • • • • • • • V •• • •• • •• •• ••• • • ••• • • w s 1 Roofing Permit Application Required Owner's Notification for Roofing Considerations It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the h1orida Bialding Code. H►rilding, govern the minimum rer..+irements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicated that the item has been explained. pi 1.Aesthetics-Workmanship: The provisions of Chapter 15 of the Florida Building code are for the purpose of ng that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner �2 and tl contractor. . Re -nailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re -nailed in accordance with the current provisions of the Hurricane Retro -fit Manual and the Florida Building Code. (The roof deck is usualf concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. t uses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the cu ants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings where the underside of the roof decking can be viewed from below, may be penetrated by roofing mails. The owner may wish to maintain the architectural appearance; therefore, roofing nail' po!i etratioris of the underside of the decking may not be acceptable. The Florida Building Code provides (fie option of maintaining this appearance through the use of alternate materials. 'this should be addressed as part of the 7agreen nt between the owner and the contractor. . Ponding Water: The current ruuf system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corre d. 6. Overflow Scuppers (wall outlets): It is required that rain water flow off so that the roof is not overloaded from a build-up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Pllumbiug. O 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. �A L[(,,T-v4 _.... .._. - - Owner (Please 1) - Contractor (]'leas Pri --_--------------- Signature 'tgnature Date: Date: Property Address: Permit Number: