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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES DUE. RECEIPT #: Permit #: -- — — J Planning & Development Services Department ® Building & Code Regulation Division o o 2300 Virginia Avenue QAni/v�D Ft. Pierce, FL 34982-5652 B Y Tel. 772-4R ROOF PERMIT �� CU�ie county 1553 APPLICATION FO O E ty SEE REVERSE SIDE FOR INST WCTIONS 1. Location/Site Address: 30D c f-e �'171ac.r!� {n-i,-LL 2. Parcel ID Number: _�? V-2 S - 7 O t, - Do mac/ —O DO Office Use Only Sect wnship Range Map Page ni Lan Use I I ' ' is 3. Description of Project or Work Activity: & - ZC)D >� 4. Total Roof Area (square feet): 12 S /1BQ 5. Roof Pitch: 6. Type of Roof: [' .Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other -[5JJ Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: i �' fV ack"e—Icy �.. "C Ddyl -f J Address``: C)q fh ct- City: N0y�_ a-t&fGt�tate• � Zip: Phone: Z 3- OW 9. Value of Construction: $ FL Reg/Cert #: CC( 03 2 S% 3 County Cert #: Cl0 'i 2- Business Name: (�Ai fi(�/" 12d EEC Cell Phone: 7 )2- "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that the inf, ation conta' ed n this application is correct and that all work will be done in c pliance all ap� bl a regulating construction and zoning. PRINT QUALIFIERS/OWNI&S NAME SIGNATURE OF QUALI IER/O ER STATE OF FLORIDA, COUNTY OF S T L U C C_ ACKNOWLEDGED BEFORE ME THIS /"1 b DAY OF 0UGG.57" 20_3 , BY ao S .1IUGF)A3 WHO IS PERSONALLY I OWN �TO ME OR HAS PRODUCED AS IDENTIFICATION J7en i5e L rm& �o,�;:PL�,� DENISE LEMAY SI N TURE OF NOTARY If TYPE OR PRINT NAM19 OF NOTARY (seal) * * MY COMMISSION # EE 870742 �1 /� EXPIRES: March 23, 2017 COMMISSION NUMBER ��f / O N;Z "'9�oF ." Bonded ThnlBudget Notary Serv(ces NOTICE TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY_ FILE # 3862701 OR BOOK%�;6 PAGE 413, Recorded 08/06/2013 at,, 33 AM l PERMIT N NOTICE OF COMMENCEMENT To be completed when construction value exceeds $2,500.00 TAX FOLIO N 3425-706-0024-000-5 STATE OF FLORIDA COUNTY OF: ST. LUCIE . The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS, IF AVAILABLE): THE PRESERVE AT SAVANNA CLUB BLK 45 LOT 12 (OR 3323-21 I2) GENERAL DESCRIPTION OF IMPROVEMENT: Rl3-ROOF OWNER INFORMATION OR LESSEE INFORMATION IF, THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name: LARRY 1 MCDOWEL Address: 3704 FETTERBUSH Interest in property: OWNER Name and address of fee simple ditterent trom Uwner listed CONTRACTOR'S NAME: CARDINAL ROOFING Phone No: 772.335.9550 Address: 1601 SE SOUTH NIEMEYER CIRCLE PORT ST LUCIE. FL 34952 SURETY COMPANY (if applicable, a copy of the payment bond is attached): Name and address: Phone No.: Bond Amount: LENDER'S NAME: Phone No.: Address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name: Phone No.: In addition to himself or herself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statues. Phone number of person or entity designated by Owner: Expiration date of Notice of Commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified): Under penalty of perjury,) declare that I have read the foregoing And that the facts stated are true to the best of my knowledge and belief. Signature of Owner or Lessee, or Owner's c r Lessee's Authorized Offieer/Director/Partner/Manager/Attorney-in-tact own ek Signatory's Title/Office The foregoing instrument was acknowledged before me this �117day of _ MdWST 201,E By: 1%A t�C Z as 1)Q,1 e C for Name of person Type of authority (e.g. office, trustee) Party on behalf of whom instrument was executed Personally Known _ or produced identificationZMV-Jr37;,5,V- n :a NotarAs Signature Type of Identification Produced — (Print, Type, or Stamp Commissioned Name of Notary) !;;;Wrt KNU 1EMAY rt * WWWZWN#EEV0f42 T:tBLDlBIdg_FonnsWewApplicotionstFomrsWoticeOfCommenament.Docx EI(PM:MarchA2017 Rev.9/15/11 eji,ea wm T" Bu* Nomy smius STATE ,OVF,Lofl�.� / ST: L.WIf COMY THIS IS TQ CFflTlF'VTWATrUjP rn ■ Property Appraiser - St.Lucie County, FIB.--� Larry J McDowell Record: 1 of 1 Property Identification Site Address: 3704 Fetterbush Court Sec/Town/Range: 25:36S :40E Map ID: 34/25N Zoning: PUD Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Owner: Larry J McDowell Madonna L McDowell Address: 3704 Fetterbush Ct Port St Lucie FL 34952-0000 Sales Information Date Price Code 9/2/2011 76000 0116 9/2/2011 0 0116 12/13/1999 0 01 1 /1 /1900 0 Page 1 of 1 Taxes Exemptions Permits Home Print \,UCIE ParcellD: 3425 706-0024-000 5 „ v- G2 Account #: 141325 y `� Use Type: City/Cnty: Mob Homes Saint Lucie County Q, �! Legal Description THE PRESERVE AT SAVANNA CLUB- BLK 45 LOT 12 (OR 3323-2112) Assessment 2012 Deed Book/Page 2012 Final: 63200 LE 3323/2112 Assessed: 63200 LE 3323 / 2110 Ag.Credit: 0 LE 1268 / 1722 Exempt: / Taxable: Taxes: 1278.61 BUILDING INFORMATION Total Land and Building Land Value: 15000 Acres: 0.17 Building Value: 48200 Finished Area: 1490 SgFt Exterior Features View: RoofCover: - RoofStruct: - ExtType: MHA - MHA YearBlt: 1999 Frame: - Grade: SAVL - SAVL EffYrBit: 1999 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 0 Electric: - PrmintWall: FullBath: 0 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: - %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Use Type Type Measure Depth 1 0200-Mob Homes 155 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=342570600240005 8/5/2013 r �t �f t I Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# /� (`'l I, /2i c�! ` -1 D f- 7 , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle kense type) *FS468 Building inspector General, Building, Residential or Roofing Contractor or, any Individual certlf/ed under 468 F.S. to make such an Inspection. On or about �1.3 , I did personally inspect the roof deck nailing (Date) ��"" /7 work at: °i(7 (.� F,r� ,K b&,K,5A (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and S I STATE OF FLORIDA COUNTY OF j G License # ar ap�c iJENISE LEMAY MY W1000N 0 EE 870742 EXPIRES: March 23, 2017 u�'�'a �o�r Bonded th+u 9udgst Nobry 5a+vicee Sworn to and subscribed before me this _L(l& day of 1 0A 20,j, by —A Who is personally known to me or who has produced as identification. Notary Public, State of Florida . Signature of Notary: Commission Number: I & 9E62V (seal) En 01/19/2011 RECEIVED AUG 19 2013 I 'd ti££L'ON 0NId00d 1dNI0p0 Wd9Z:Z £IOZ 'GI'gnV 01/06/2013 05:50 7728787�-�a • A e s Date:�� Property Address: WYNNE BUILDING �'— St. Lucie County Building & Zoning Department 230'4 'Virginia Avenue Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release JV PAGE 04/04 Permit Number: Nr�" o(.0'—'Q�z'-A 9 THE UNDERSIGNED HEREBY REQUEST RELE.AI,SE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT IWEXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that pern-Atted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all temps and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled °'Requirements for 30 Day Power for Testing". have been fulfilled and the prenuse is ready for compliance inspection. A. All requests for an extension beyond 30 days mutt be made in writing to the Building Official stating the reason fox the request. Power may be removed from the site and/or a Stop Work Order issued if the final Inspection has not. been approved within 30 days. A, fee of $1100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO MOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LXABILX'I'IES AND CLATMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN TIN FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE W H MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL VOWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. ELECTRICAL CONTRACTOR SIGNATURE DATE 0 DATE DATE RECEIVED SEP 1,3 2013 -7- CCI' ex Plant: Begin Loading: To Job: Arrive Job: Start Finish Unload: Leave Job: Return Plant; Customer Code: Customer Name: mjeet Coder Project Name. Ticket Data: Delivery Address:. I Delivery Instructions: ` fAN T sS."r�`"l+ LAKE' 'Cq"yp K11�16 i 4 i?=' Y Customer Job Number. Order Code / Date: 377 12/'1.3/ 13 Project P.O. Number. Order P.O.'Number: VERBAL EtODNE Y VERBAL RODNEwY Map Page: Map/Row/Column: Dispatcher. Ht LbC.I NE C Ticket Number. 2919869 Due On Job: Slump: Truck Number., Driver Number: 1 Driver Name: End Use: .i. 1 ", oo : f n .{ Jt 1 I () 0e '53—',,-7 J.I,Y 9 2 o3 tr4ACK RUDOLPH I...NEJtwCP ., f}R I tit: �111 LOAD QUANTITY. CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 1 Lt'�n tl., �x 7 t"{, =r� It t3 5t_Ji� RE*G YD3' r+{ i . 78,8 FUEL SURCHARGE . n J 26 74 9 ENVIRONMENTAL CHARGE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Dash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: 1 / /I WATERADDED: // V GAL YARDS IN DRUM: EC 1 G 2�,3 WHEN ADDED. RECEIVED D SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added onjob, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL PRE.V TRK: INVOICE LOAD NUM e I This Delivery Ticket incorporates h.ere.i. reference Buyer's previously executed, " 1:it Application, .if any, Seller's Standard Terms and Conditions, Seller's Quotatic any, and Seller's Order Confinnation (i ling limitations of wary ties)"as if fully set forth on this Delivery Ticket ("Agreem&nt"). Seller will provide the Standard Terms and Conditions upon request. Buyqr agrees that, unless otherwise noted on the front hereof, all quantities and .items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel., and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, cnlshing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose. throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move. to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de en.trega incluye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y Orden de confirmation del vendedor (con limitations y garant.fas), como acuerdo total. del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de as.f ser.requerid.os. Con este documento, el. comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzo.lan (tipo IP), azulejo de azotea y estuco. Los productos de coucreto incluyen cemento Portland. y productos de agregados como pied.ra caliza, dol.om.ita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y Ojos, y reacciones alergicas en ]a pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los Ojos, piel y/o en la zona respirato.ria. Polvo del manejo en el trituramiento, pulido, Corte y/o perl.'oraci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La mhalaci6.n del amoniaco puede causar toner, i.rritaci6n o quemadurras en la nariz, garganta y pulmones. Acudir him c, hgamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposition. Seguridad: Evite el. contacto con Ojos y contacto prolongad.o con .la piel. Use guantes, proteccion en los Ojos y ropa Primeros adecuada para protection. Lavese ]as manos con�ab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. . Primeros aux.ilios: En caso de contacto en los ojos, inmediatam.ente fluya agua en la parte afectada por 1.5 minutes. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus Ojos, lavelos a fondo con agua. Acuda a atenci6n medica imnedi.atamente si la irritacion continua. CEMEX, Memorial Hermann "Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para .mas info.rmac.i6n visita www.cemexusa.com. 4 • Termite Inspection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service •L' d&1 d Jesus Christ is fora =-172-323-7921 fax:112-340-5099 Email: Evictabug@gmail.com 2373 SW Woodridge St. icense nsure Lic. JB175775 Port St. Lucie FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL f DATE OF SERVICE l ) ` (` TIME O DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON �Qlt�td ,�c�n� r �� r(tj� 1 t1C ,r)eq ��W.Pv. K, I [ STRUCTURE ADDRESS (LOT/BLOCK) f CITY, STATE, ZIP CODE COUNTY p� TREATMENT TYPE/AREA ❑ FLOATING / yONOLITHIC ❑ CUTOUTS I FOOTER ❑ TAMP & TREAT b TREAT ONLY PRODUCTS N Termite & Pest Con trol,00 Inc. jJ,PAT10 ❑ GARAGE r11]DRIVEWAY El STEM WALL ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ©}FINAL ❑ POOL DECK ❑ OTHER r[P]BASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑ OTHER ACTIVE INGREDIENT CONCENTRATION ��.06% ❑ .12% ❑ .25% SQUARE FOOTAGE SQUARE FOOTAGE VERIFIED -1 , I YES ❑ NO JOB READY CONDITIONS MET l,YES ❑ NO BIFENTHRIN ❑TERMIDORTC . ❑BORACARE ❑ .05% ❑ 23% ❑ 9% ❑ OTHER --� �0 V MEASURED OR VERIFIED PER PLANS DETAILS LINEAR FOOTAGE ,�IC15 ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ DISODIUM OCTABORATE TETRAHYDRATE GALLONS APPLIED / 1 As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line -- ) A / .�;k 1 �) 5 FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER 'PCOTHER 'J NV\ ie •; > P� ��, ia. 'y 4 Payment Terms: Payment due at time of service. Date Date Applicator: (Evict A Bug Termit6jnd Pest Control, Inc.) Customer (Property Owner or Agent) fo- , 1` C6 /J 5 T, S1�9 It r4 j� C 4 t !Je Florida Building Code Online Page 1 of 3 Y ra jtft+a f Florida Departmento BCIS Home Log In User Registration Hot Topics ( Submit Surcharge,! Stats & Facts Publications { FBC Staff ; BCIS Site Map Links ; Search Bus' nes ,a 6 Profep /r' ' � Product Approval �y ssl , 16:1.15ER: Public User 4-� A�- zp` Regulation e Product Approval Menu > Product or Application Search > Application List > Application Deta ., FL # FL7006-115 Application Type YP Editorial Change C Code Version 2010 Application Status Approved S' *Approved by DBPR. Approvals by DBPR shaall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South . Brampton, NON -US L6W 3114 (708)496-2800 Ext200 rmetzOOI@tampabay.rr.com Robert Metz rmetzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 (727)776-5261 rmetzOOI@tampabay.rr.com Andy Lodge .IKO Industries LTD 40 Hansen Road S. Brampton, FL 33703 (727)525-0342 rmetzOO1@tampabay.rr.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden - Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM E108 Year 2006 2007 2007 http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K6mXtoZLhNVXDFI%... 7/3/2013 Florida Building Code Online - Page 2 of 3 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 10/15/2012 10/17/2012 10/29/2012 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge AR and CRC Biltmore AR Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL, Hawkesbury, Ont., Wilmington, DE and Toronto, Ont. plants Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - (3-1-2012) Ddf FL7006 R5 C CAC Shingle letter ASTM Compliance - (4-16-2012).Ddf Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions FL7006 R5 II 8TTEFS-2012-01 8 5 x 11 Application Instructions 3-2012 pdf FL7006 R5 II IKO-089-02-01 IK012001 Application Instruction Letter pdf Verified By: Zach Priest PE 74021 Created by Independent Third Party: Yes Evaluation Reports 7006.2 Hip and Ridge 12 Cap fiberglass shingles Created by Independent Third Party: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - (3-1-2012) pdf FL7006 R5 C CAC Shingle letter ASTM Compliance - (4-16-2012).Ddf Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions FL7006 R5 II Hip and Ridge Cap Shingle Installation Instructions. Ddf FL7006 R5 II IKO-089-02-01 IK012001 Application Instruction Letter.pdf Verified By: Zachary Priest PE 74021 Created by Independent Third Party: Yes Evaluation Reports 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton, Ontario plant Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - (3-1-2012) pdf FL7006 R5 C CAC Shingle letter ASTM Compliance (4-16-2012).odf Quality Assurance Contract Expiration Date http://floridabuilding.org/pr/Pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K6mXtoZLhNVXDFI%... 7/3 /2013 Florida Building Code Online _ Page 3 of 3 12/31/2018 Installation Instructions FL7006 R5 II IKO-089-02-01 IK012001 Application Instruction Letter.pdf FL7006 R5 II Leading Edge Plus Installation Instructions. pdf Verified By: Zachary Priest PE 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 7006.4 arathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's FM25AR Brampton, Ontario, Hawkesbury Ont., Toronto and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7006 R5 C CAC 797-07219-267 - FBC ASTM Approved for use outside HVHZ: Yes certification letter - (3-1-2012) pdf Impact Resistant: N/A FL7006 R5 C CAC Shingle letter ASTM Compliance - Design Pressure: N/A (4-16-2012).odf Other: Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions FL7006 R5 II IKO-089-02-01 IK012001 Application Instruction Letter.pdf FL7006 R5 II Marathon 25 AR Installation Instructions. pdf Verified By: Zachary Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statemen :: 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 mall 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 emalls 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: .®M CreditCar SAFE http://floridabuilding.org/prlpi _app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6mXtoZLhNVXDFI%... 7/3/2.011 LAMINATED FIBREGLASS SHINGLE 41ro APPLICATION INSTRUCTIONS DIRECTIONS NOTE: SHINGLES MUST BE APPLIED PROPERLY. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE. THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THE APPLICATION INSTRUCTIONS FOUND ON THIS WRAPPER. PLEASE USE CAUTION WHEN STACKING BUNDLES ON SLOPED ROOFS. ROOF DECK: Must be smooth, firm, dry and securely nailed. Plywood must be exterior grade, conforming to building code requirements. Half -inch plywood is recommended for best deck performance. The installation of asphalt shingles on dimensional lumber (including shiplap/board decks) is not recommended as it may potentially cause buckling problems. Buckling is not covered by our Limited Material Warranty. REROOFING: Split and re -nail curled or buckled shingles, replace any missing shingles, remove loose or protruding nails, and sweep surface clean. Roof slope should be 1:3 or steeper. For slopes 1:3 to 1:6, see special underlayment requirements outlined below. Never apply asphalt shingles to roof slopes less than 2:12. EAVE PROTECTION: Apply eave protection as per building code requirements, overhanging eaves by a nominal 1/4" minimum and extending up the roof at least 24" beyond the interior wall line. Ice & Water Protector is recommended for best performance, applied according to instructions printed on each box. UNDERLAYMENT: For areas where the roof slope is less than 4" per foot down to 2" per foot, use one layer of ICE AND WATER PROTECTOR, applied according to instructions printed on each box. Alternately, use 2 layers of asphalt saturated felt (or equivalent), the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19". (NOTE: IF THESE PROCEDURES ARE FOLLOWED, SHINGLES APPLIED TO SLOPES 3:12 TO 4:12 WILL BE WARRANTED FOR THE FULL WARRANTY TERM FOR THE SHINGLE. SHINGLES ON SLOPES 2:12 TO 3:12 WILL BE WARRANTED FOR 12 YEARS.) For areas where the roof slope is 6" per foot down to 4" per foot, it is strongly recommended to cover the remainder of the deck with one ply asphalt saturated felt (or equivalent) laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves. CHALK LINES: Sufficient chalk lines should be struck to ensure accurate vertical and horizontal alignment of shingles. Vertical chalk lines every 4 to 5 shingle lengths are recommended. 8TTEFS 01/12 (formerly 3TT/3TTSP) page 1 of 12 We 47 LA'si-RINATED FIBREGLASS SHIi+1GLE APPLICATION INSTRUCTIONS FLASHINGS: Base flashing should be in place before shingles are applied. Cap flashings of sheet metal and base flashing of metal or mineral surfaced roofing should be used at chimneys, skylights, vents, walls and other vertical surfaces and sealed with asphalt plastic cement. Flashing shall conform to the requirements of applicable building codes and good roofing practice. 6 3/8' ww u - NAIL LINE — NAILING - STEEP SLOPES/HIGH WIND AREAS Use six nails as shown. PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7 3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES/HIGH WIND AREAS: For high wind areas, or on slopes of 21 " per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. When application conditions might limit the effectiveness of the sealing strip, such as in cool weather or in areas subject to high winds or blowing dust, shingle adherence should be ensured through manual sealing as described above. 8TTEFS 01/12 (formerly 3T7/3TTSP) page 2 of 12 LAMINATED FIBREGLASS SHINGLE 4iro APPLICATION INSTRUCTIONS. To ensure coverage under the High Wind Application Limited Wind Resistance Warranty, - the shingles must be installed with additional nails as above, and - the shingles must have an opportunity to seal or be manually sealed as described above, and Starter strip shingles must be used at all eaves and rakes. OPEN METAL VALLEY:. (FIGURE 1) For longer roof performance, metal valleys are recommended. Complete valley flashing before shingles are applied. Center a 36" width strip of ICE & WATER PROTECTOR (A) in the valley. Ensure flashing is tight to the deck, then fasten with only enough nails to hold in place, nailing at the edges only. Center a minimum 24" wide, minimum 28 gauge pre-finished/galvanized metal valley liner (B) in the valley, and fasten with only enough nails to hold in place, nailing at the edges only. Snap two chalk lines (C) the full length of the valley, 6" apart at the top and increasing in width 1/8" per foot towards the bottom. When the shingles are being applied, lay them over the valley flashing, trim the ends to the chalk line, and cut a 2" triangle off the corner to direct water into the valley (D). Embed the valley end of each shingle into a 3 . band of asphalt plastic cement (E), and nail the shingles 2" back from the chalk line, 7 3/8" down from the top edge of the shingle. CLOSED CUT OR WOVEN VALLEYS ARE ALSO ACCEPTABLE. STARTER COURSE: If 3-tab shingles are used, cut off the tabs along a line level with the top of the cutouts, and install the starter course with the factory applied sealant adjacent to the eaves overhanging the rake edge and eaves by a nominal 1/4" minimum. Begin starter course (A) with a shingle cut 4" short so that joints will not coincide with joints between first course shingles. FIRST COURSE: Start with a complete shingle applied flush with starter course at rake and eave (B). Nail as described above and continue across roof with full shingles. SECOND, THIRD AND FOURTH COURSES: (FIGURE 2) Trim off 10", 20", and 30" respectively, from the left end of the starting shingle and apply to overhang rake edge by 1/4" c 8TTEFS 01112 (formerly 3TT/3TTSP) page 3 of 12 LAMINATED FIBREGLASS SHINGLE 4jW0 APPLICATION INSTRUCTIONS to 3/8". Continue each course across the roof with full shingles butting ends loosely. Align the bottom edge of the shingles with the tops of the saw teeth of the shingles in the underlying course (C). Note that other offsets between 4" - 10" are permitted. FIFTH AND SUCCEEDING COURSES: Repeat the sequence of the first four courses up the roof. For maximum wind protection, cement shingles at rake edges. HIPS AND RIDGES: (FIGURE 3) Cut strip shingles into individual piece over the hip or ridge, and nail 6-1/8" above the butt edge, 1 " in from each side, exposing each piece 5-5/8" to the weather. The final shingle should be set in cement and the exposed nail heads of this shingle should be covered with cement. Prior to application in cold weather, store hip and ridge shingles in heated area to allow for easier bending. c pieces by dividing at the cut-outs. Bend each FIGURE 2: UNDERLAYMENT NOTE: To obtain athree-dimensional effect (which is recommended' but not required), _ _ ------- apply hip and ridge shingles double B A thickness by stacking 2 pieces on top of one another (slightly offsetting the shingles FIGURE s: 3/4" in exposure; see diagram, beside). L 15-5/8" NAIL ""ETAL ZIP EDGE 8TTEFS 01112 (formerly 3TT/3TTSP) page 4 of 12 DIRECTIVES DE POSE - BARDEAU DE FIBRE �0 DE VERRE LAMINE DIRECTIVES NOTE: LES BARDEAUX DOIVENT ETRE APPLIQUES SELON LES NORMES ET NOTRE MODE DE POSE. NOUS N'ASSUMONS AUCUNE RESPONSABILITE POUR LES FUITES WEAU OU TOUT DOMMAGE SUITE A UNE MAUVAISE POSE OU A UNE NEGLIGENCE DURANT LA PREPARATION DE LA SURFACE A ETRE RECOUVERTEOU PAR UNE VENTILATION NON CONFORME AUX NORMES. VERIFIER TOUS LES CODES DU BATIMENT APPROPRIENT, LES NORMES ET EXIGENCES DOMICILIAIRES MINIMUM AVANT DE POSER CES BARDEAUX SELON LES DIRECTIVES FOURNIES SUR VEMBALLAGE. SOYEZ TRES PRUDENT LORSQUE VOUS EMPILEZ LES PAQUETS SUR UN TOIT EN PENTE. PREPARATION DU TOIT : Le contre-plaque doit etre lisse, solide, sec et cloue correctement et doit etre d'au moins 1/2" d'epaisseur et de qualite pour 1'exterieur. La pose de bardeaux d'asphalte sur les supports de couverture en bois de construction (incluant les panneaux joints a mi-bois) ne son pas recommande car it peut causer un probleme de gondolement. Notre garantie limitee ne couvre pas le gondolement. POUR REFAIRE LA TOITURE : Fendre, reclouer le bardeau ondule ou gondole et remplacer les bardeaux qui manquent. Enlevez les clous qui bougent ou depassent. Bien nettoyer la surface. La pente du toit doit etre de 1:3 ou plus. Pour pentes de 1:3 et 1:6, voir la section sous-couche requise tel que decrit en dessous. Ne jamais appliquer le bardeau d'asphalte sur les toits avec pente qui sont moins de 2:12. PROTECTION WAVANT-TOIT : Appliquer la protection d'avant-toit comme 1'exige le code du batiment -en surplombant ('avant-toit d'au moins 1/4" et en prolongeant la protection jusqu'en haut du toit d'au moins 24" au-dela.de la ligne interieure du mur. Le protecteur contre ('eau et la glace est recommande pour une performance optimale. Appliquer conformement aux instructions imprimees sur chaque boite. SOUS-COUCHE : Pour les superficies dont la pente du toit est moindre que 4 sur 12 jusqu'a 2 sur 12, utiliser une couche de protecteur contre ('eau et la glace, appliquer selon les instructions imprimees sur chaque boite. Alternativement, utiliser 2 couches de papier feutre Wasphalte (ou equivalent). La premiere feuille chevauchant la protection d'avant toit de 19", suivi par une pleine largeur de 36". Chevaucher chaque feuille precedente par 19". (NOTE : SI CETTE PROCEDURE EST SUIVIE, L'APPLICATION DE BARDEAUX SUR LES PENTES DE 3:12 a 4:12 SERA JUSTIFIEE PAR UN TERME DE GARANTIE COMPLET. LES BARDEAUX APPLIQUES SUR UNE PENTE DOUCE DE 2:12 a 3:12 SERONT GARANTIS POUR 12 ANS.) Pour les endroits ou la pente est de 6" au pied a 4" au pied nous recommendons fortement de recouvrir la balance du contre-plaque avec une sous-couche de papier d'asphalte sature (ou un equivalent acceptable) poser parallelement au debord avec chevauchements lateraux de 2" et chevauchements de bouts de 4". Posez un larmier metallique par-dessus la couche de pose ou le feutre sur le 8TTEFS 01/12 (formerly 3TT/3TTSP) page 5 of 12 DIRECTIVES DE POSE - BARDEAU DE FIBRE IKO DE VERRE LAMINE bord des versants de toit et directement Sur le support de toiture, le long des debords de toit. LIGNE DE CRAIE : Des lignes tirees au cordeau doivent etre utilisees pour assurer un bon alignement vertical et horizontal du bardeau. Les lignes tirees au cordeau verticales a tous les 4 ou 5 longueurs de bardeau sont recommandees. SOLINS : Installer des solins de couverture avant I'application de bardeau. Les solins en aluminium, cuivre ou tole plombee doive etre utilises clans les regions de la cheminee, puits de lumiere, events de colonne, murs ou autres surfaces verticales et ensuite scellees avec de la colle plastique pour asphalte. Les solins doivent etre conformes au code du batiment et aux bonnes pratiques de toiture. CLOUAGE : Utiliser des clous a couverture galvanises d'un calibre de 11 ou 12, avec une tete d'au moins 3/8" et suffisamment longs pour penetrer le support de toiture d'au moins 3/4". Utiliser 4 clous par bardeau, placer dans la bande de clouage a 7 3/8" dessous le bord du haut, approximativement 1 " et 13" de chaque extremite. Les clous doivent etre cloues droit et les tetes ras avec la surface du bardeau. Eviter que les tetes penetrent la surface. PENTES RAIDES/REGIONS VENTEUSES : Pour les regions venteuses ou pour les pentes de 60" (21 Sur 12) ou plus, utiliser 6 clous par bardeau tel qu'illustre en dessous. Assurez-vous qu'il n'y a pas de clou au-dela de 2" du joint ou de la fente du bardeau en dessous. Sceller chaque bardeau avec trois rondelles de ciment plastique d'un diametre de 111 au-clessus des fentes (approximativement la grosseur et 1'epaisseur d'un vingt-cinq sous) 6 3/8' l.L%J V J LIGNE DE CLOUAG E PENTES RAIDES/REGIONS VENTEUSES Utiliser six clous comme illustrer. `IIVILIY 1 LA BONNE APPLICATION DE BARDEAU DEMANDE QUE LES CLOUS PtNETRENT LE CHEVAUCHEMENT ET LA SOUS-COUCHE. 87rEFS 01/12 (formerly 3Tr/3TTSP) page 6 of 12 DIRECTIVES DE POSE - BARDEAU DE FIBRE �0 DE VERRE LAMINE et placer en dessous du bardeau, 2" par-dessus le bord inferieur et espace egalement du long de bardeau. Appliquer le ciment plastique en moderation, car des montants excessives peuvent causer des boursouflures. AVERTISSEMENT :.Les bardeaux devraient sceller a la sous-couche une fois que la colle appliquee a chauffee suffisamment par la chaleur directe du soleil. Quand les conditions d'applications peuvent limiter 1'efficacite de Ia. bande adhesive, tel que par les temperatures froides, les regions venteuses ou poussiereuses. L'adhesion du bardeau devrait etre assuree par le scellement manuel tel que decrit au-dessus. Pour que la garantie limitee de la resistance aux grands vents soit applicable, les points suivant doivent etre respectes Des clous additionnels doivent etre appliques tel que stipule ci-dessus. Les bardeaux doivent avoir eu Popportunite de coller adequatement ou etre co/les manuellement tel que decrit ci-dessus. Une bande de depart doit etre utilisee au pourtour du toit. NOUES A DECOUVERT EN METAL: (FIGURE 1) Nous recommandons I'emploi de noues de metal afin de maximiser la durabilite de la toiture. Installez les solins de noues avant de poser les bardeaux. Centrer une lisiere de 36" de PROTECTEUR CONTRE L'EAU ET LA GLACE (A) clans les noues. Assurez-vous que le solin soit -bien ajuste au support, a I'aide d'assez de clous pour le maintenir en place et clouer les bords seulement. Centrez-y une garniture de noue de metal pre- fini ou galvanise (B) d'au moins 28 de calibre et d'au moins 24" de largeur F-- -- c que vous fixerez, a la lisiere seulem.ent, a I'aide d'assez de clous pour tenir en place. De chaque cote de la noue, tracez une ligne au cordeau. La distance entre ces deux lignes sera de 6" et augmentera de 1/8" par pied jusqu'au bout de la none. Posez les bardeaux par-dessus le Bolin de noue, taillez-les le long de la ligne au cordeau et enlevez un triangle de 2" du coin de fa�on a diriger I'eau vers la noue (D). Noyez le bord de la noue de chaque bardeau avec une bande de 3" de colle asphaltique (E) et clouez les bardeaux a 2" de la ligne au cordeau et 7 3/8" plus bas que le bord superieur du bardeau. LES NOUES RECOUVERTES SONT AUSSI ACCEPTABLES. RANG DE DEPART: Si on utilise des bardeaux a trois jupes, couper les jupes le long d'une ligne alignee avec le sommet des fentes, puis installer le rang de depart avec le produit d'etancheite applique en usine en faisant en sorte qu'il is m i tf-S U1J72 (formerly 31 rr3 FTSP) page 7 of 12 DIRECTIVES DE POSE - BARDEAU DE FIBRE DE VERRE LAMINE soit adjacent a Pavant-toit et qu'il surplombe la rive du toit et I'avant-toit d'au moins 1/4". Commencer le rang de depart (A) avec un bardeau plus court de 4" de fa�on a ce que les joints ne soient pas alignes avec les joints separant les bardeaux du premier rang. PREMIER RANG : Commencer avec un plein morceau de bardeau, appliquer a ras avec la bande de depart, la pente du cote et I'avant-toit (13). Clouer tel que decrit au-dessus et continuer au travers du toit avec des morceaux complets de bardeau. DEUXIEME, TROISIEME ET QUATRIEME RANGS : (FIGURE 2) Couper les bardeaux de depart du deuxieme, du troisieme et du quatrieme rangs a 10", 20" et 30" respectivement a partir du cote gauche du bardeau et les appliquer de fa�on a ce qu'ils surplombent la rive du toit de 1/4" a 3/8". Continuer cha.que rang en posant des bardeaux FIGURE 2: COUCHE DE BASE entiers bout a bout. Alignez le bond inferieur des bardeaux avec les dessus des dents de la scie des bardeaux du rang �4. inferieur (C). II convient de noter qu'un decalage de 4" a --`- ' +-- o a ---------- 10" est permis. t 2° CINQUIEME ET RANGS SUIVANTS Repeter les quatre 30u PROTECTION premiers rangs vers le haut du toit. Pour une protection j �20"~ D�AVANTTOIT maximum contre le vent, scelle le bardeau au pente du c .--1-10" O cOtd. LARMIER ARETES ET FAITES : (FIGURE 3) Couper les bardeaux entiers en trois parties egales. Plier chaque piece pour recouvrir I.'arete ou faite et clouer a 6-1/8" de 1'extremite opposee en laissant un pureau de 5-5/8". Le dernier rang ainsi que les tetes de cloue doivent etre coller avec du ciment plastique. Par temps froid rechauffer le bardeau avant de le plier. NOTE: Pour obtenir un effet a trois dimensions (qui est recommande mais non requis) applique le bardeau Aretes et Faites d'epaisseur double en empilant 2 pieces I'une par- dessus I'autre (expose legerement le bardeau par 3/4"; voir le diag,ramme au cote). FIGURE 3: U METALLIQUE 8TTEFS 01/12 (formerly 3TT/3TTSP) page 8 of 12 AOINSTRUCCIONES DE APPLICACION DE TEJAS LAMINADi4 CON BASE 9E FIBRE 2E V1DRI0 DIRECCIONES NOTA: LAS TEJAS DE ASFALTO DEBEN COLOCARSE CORRECTAMENTE. NO ASUMIMOS RESPONSABILIDAD POR GOTERAS NI DEFECTOS QUE SEAN RESULTADO DE LA INCORRECTA COLOCACION O DE LA PREPARACION INCORRECTA DE LA SUPERFICIE A TECHAR, O POR NO PERMITIR LA SUFICIENTE VENTILACON SEGIJN LOS REQUISITOS DE LAS NORMAS BASICAS DE LA PROPIEDAD. REVISE TODOS LOS CODIGOS DE CONSTRUCCION QUE CORRESPONDAN ASI COMO LAS NORMAS BASICAS DE CONSTRUCCION, Y SUS REQUISITOS ANTES DE COLOCAR ESTAS TEJAS DE ASFALTO SEGON LAS INSTRUCCIONES QUE SE ADJUNTAN EN LA ENVOLTURA. TENGA PRECAUCION CUANDO APILE LOS PAQUETES EN UN TEJADO CON PENDIENTE. El TEJADO: debe estar liso, firme, seco y bien sujeto con clavos. El contrachapado debe ser de calidad para exterior, segun los requisitos del codigo de construccion. Se recomienda contrachapado de media pulgada para obtener mejores resultados. No se recomienda la instalacion de tejas de asfalto en madera dimensional (incluyendo rebajo a media madera/plataforma de placas) ya que podria causar problemas de pandeo. El pandeo no esta cubierto por nuestra Garantia Limitada de Materiales. VOLVER A TECHAR: corte y vuelva a clavar las tejas de asfalto curvadas o deformadas, substituya cualquier teja que falte, retire los clavos flojos o que sobresalgan, y barra bien la superficie. La inclinacion del techo debe ser de 1:3 o mas inclinada. Para inclinaciones de 1:3 a 1:6, vea los procedimientos especiales mencionados a continuacion. Nunca instale tejas de asfalto en azoteas con pendientes menores de 2:12. PROTECCION DEL ALERO: Aplique la proteccion del alero segun los requisitos del codigo de construccion, de manera que sobresalga de los aleros un m%nimo de 1/4" nominal y se extienda por encima de la azotea al menos 24" mas ally de la linea interior de la pared. Se recomienda usar un protector del hielo y agua para lograr un mejor rendimiento si se aplica segun las instrucciones impresas en cada caja. CAPA INFERIOR DE RECUBRIMIENTO Y PROTECCION PARA EL ALERO: Para las areas donde la inclinacion del techo es menos de 4" por pie de caida a 2" por pie, utilice una capa de manto impermeabilizante I PROTECTOR DEL HIELO Y DEL AGUA, aplicada segun las instrucciones impresas en cada caja. Como alternativa, utilice 2 capas de fieltro saturado de asfalto (o el equivalente), la primera tira con un traslape de 19" para la proteccion del alero, seguido de una tira completa de 36" de ancho que traslape cada hilera precedente por 19". Para las areas en donde la inclinacion del techo es menor que 6" por pie y hasta 4" por pie, es altamente recommendado cubrir el resto del tejado con una capa de fieltro saturado en asfalto (o su equivalente), paralelamente a to largo del alero, con un traslape horizontal de 2" y una capa final de 4". (NOTA: SI SE SIGUEN ESTOS PROCEDIMIENTOS, LAS TEJAS COLOCADAS EN INCLINACIONES DE 3:12 A 4:12 ESTARAN GARANTIZADAS POR EL PERIODO TOTAL DE LA GARANTIA DE LAS TEJAS. LAS TEJAS COLOCADAS EN INCLINACIONES DE 2:12 A 3:12 8TTEFS 01/12 (formerly 3TT/3TTSP) page 9 of 12 INSTRUCCIONES DE APPLICACION DE TEJAS Sd4dJlINADA C49d BASF DE FIBRE DE VODRIO TENDRAN GARANTIA DURANTE 12 ANOS). Coloque las molduras antigoteo sobre el sustrato a to largo de las vertientes y directamente en la cubierta de madera a to largo de los aleros. LINEAS DE TIZA: Trace lineas de tiza, segun sea necesario, para asegurar una alineacion correcta de las tejas tanto vertical como horizontalmente. Se recomienda trazar lineas verticales a to largo de cada 4 o 5 tejas. GUARDAGUAS: Antes de colocar las tejas debe colocar los guardaguas inferiores. Los.contraguardaguas superiores de hoja metalica y los guardaguas inferiores de metal o recubrimiento para techos con superficie mineral deben colocarse en chimeneas, tragaluces, ventilaciones, paredes y otras superficies verticales y deben sellarse con cemento plastico asfaltico. Los guardaguas deben cumplir con los requisitos de los codigos de construccion que correspondan y las buenas practicas de techado. CLAVADO: Use clavos galvanizados (recubiertos con zinc) para techos, de calibre 11 o 12, con cabezas de por to menos 3/8", to suficientemente largos como para que atraviesen el contrachapado o penetren 3/4" dentro de la madera. Use 4 clavos para colcocar cada teja y clavelos en la linea a 7 3/8" debajo del borde superior, aproximadamente 1 " y 13" de cada borde. 6 3/8' LINEA DEL — CLAVO I—uwU.3 CLAVADO EN INCLINACIONES PRONUNCIADAS / ZONAS DE VIENTOS FUERTES: Utilice seis clavos segun.lo demostrado. EL USO APROPIADO REQUIERE QUE LOS CLAVOS PENETREN EL RECUBRIMIENTO Y FUERAN LA BASE DE LAS PORCIONES DE LA RIPIA. CLAVADO EN INCLINACIONES PRONUNCIADAS / ZONAS DE VIENTOS FUERTES: Para zonas con vientos fuertes, o en inclinaciones 21 " por pie (mas de 60°), use 6 clavos por cada teja clavados en los lugares que se muestran a continuacion. Asegurese que no haya clavos en un diametro de 2" de la union de la teja inferior. Al momento de colocar cada lengueta, la Sella con una gota de cemento plastico para asfalto de 1 " de diametro (tamano y grosor aproximado de una moneda grande) puesta bajo de la teja, 2" mas arriba del borde inferior y espaciado STTEFS 01/12 (formerly 3TT/3TrSP) page 10 of 12 4 INSTRUCCIONES DE APPLICACION DE TEJAS Jwo LAMIIVA9A CAM BASE DE FIRE DE blDRI9 por igual a to largo de la teja. Aplique el cemento plastico con moderacion, sin aplicar demasiado, ya que esto causa formaci6n de burbujas. CUIDADO: Las tejas deben adherirse a la lamina inferior cuando el sellador de asfalto aplicado por la fabrica en la parte posterior de la teja (tira selladora) se caliente to suficiente por el sol. Cuando condiciones tales como bajas temperaturas o areas con mucho viento o donde sopla polvo, limiten la efectividad de la tira selladora, aseg6rese de que las tejas se adhieran manualmente como se describio anteriormente con gotas de cemento plastico. Para terser el cubrimiento de la garantfa limitada de resistencia a los vientos bajo la tecnica de aplicaci6n de fuertes vientos, asegdrese que: - Las tejas tienen que ser instaladas con clavos adicionales como se explico anteriormente - Las tejas tienen que cellar adecuadamente con la linea de asfalto instalada por la fabrica, o ser selladas manualmente con cemento plastico como se explico arriba - Las hileras de inicio tienen que ser usadas a todo to largo del horde de los aleros y lac vertientes LIMAHOYAS ABIERTOS: (FIGURA 1) Se recomiendan los limahoyas metalicas para obtener un mejor rendimiento del tejado. Complete la limahoya del vertice antes de colocar las tejas. Centre una bands de 36" de ancho ICE & WATER PROTECTOR (A) en la limahoya. Aseg6rese de que el recubrimiento este firme en la.cubierta de madera, I.uego clave solo en los bordes con la cantidad suficiente de clavos para que se mantenga en su lugar. Centre una pieza de hojalata de ver tice (B) galvanizado / prefabricado de calibre 28 y de 24" de ancho como minimo y d6velo solo en los bordes con la cantidad suficiente de clavos para que se fije a su lugar. Trace dos lineas de tiza (C) del largo total del vertice, a 6" una de la otra en la par to superior, aumentando 1/8" de ancho por pie hacia la par to inferior. Cuando coloque las tejas, extiendalas cubriendo los bordes de la limahoya, recorte los extremos en las lineas de tiza y.corte c un triangulo de 2" de la esquina para hacer que el agua se dirija al F ver tice (D). Selle el extremo de cada teja en el borde de la limahoya, con una banda de cemento asfaltico plastico de 3" (E) y clave las tejas 2" hacia atras, desde la linea de tiza. TAMBIEN PUEDE UTILIZAR LIMAHOYAS CON CORTE CERRADO O ENTRELAZADOS. Comenzar con una tira completa de 3 lenguetas colocadas al ras con la hilera inicial del filo y del alero (B). Clave como se le indico anteriormente y contin6e a traves del techo con tejas completas. HILERA DE INICIO: Si se utilizan tejas de 3 lenguetas, corte las lenguetas a to largo de una linea nivelada con la parte superior de los tortes a instate la hilera An inicio con el sellador aplicado de fabrica de 8TTEFS 01112 (formerly 3TT/3TTSP) page 11 of 12 INSTRUCCIONES DE APPLICACION DE TEJAS L.AMINA9A CON BASF DE FIBRE DE bIDR10 manera adyacente a los aleros que sobresalen de las vertientes y los aleros que sobresalen un minimo de 1/4" nominal. Comience la hilera de inicio (A) realizando un corte de tejas 4" mas corto, de manera que las uniones no coincidan con las uniones ubicadas entre las tejas de la primera hilera. PRIMERA HILERA: Comenzar con una tira completa de 3 lenguetas colocadas al ras con la hilera inicial del filo y del alero (B). Clave como se le indico anteriormente y continue a traves del techo con tejas completas. SEGUNDA, TERCERA Y WARTA HILERA: (FIGURA 2) Recorte 10", 20" y 30" respectivamente desde el extremo izqui- erdo de la teja inicial y coloquela de manera que sobresalga de la vertiente entre 1/4" y 3/8". Continue cada hilera a to largo del techo dejando sueltos los bordes de empalme de las tejas enteras. Alinee el borde inferior de las tejas con las partes superiores de los dientes de la sierra de las tejas ubicadas en la hilera inferior (C). Tenga en cuenta que se permiten otros desfases de entre 4" y 10". . QUINTA HILERA Y SUCESIVAS: Repita la sequencia de las primeras cuatro hileras. Para mayor proteccion contra el viento coloque cemento en las tejas de los filos o bordes. CUMBRERAS Y LIMATESAS: (FIGURA 3) Corte la teja para obtener lenguetas individuales. Doble cada pieza sobre la cumbrera o limatesa, y clave a 6 1/8" sobre el borde de empalme, a 1 " de cada lado, exponiendo 5 5/8" de cada lengueta al ambiente. La ultima teja debe ponerse con cemento y la cabeza del clavo de esta teja que quede al descubierto, debe cubrirse con cemento. En climas frios guarde las tejas cumbreras y limatesas en un lugar calido antes de colocarlas, para permitir que se doblen facilmente. NOTA: Para obtener un efecto tridimensional (se recomiende pero no se requiera que), aplique las cumbreras y limatesas con doble lengueta sobrepuestas y desfasadas levemente 3/4" en la exposicion; vea el diagrama, por otra parte). FIGURA 2: CAPA INFERIOR DE RECUBRIMIENTO Y PROTECCION PARA EL ALERO L4' a FIGURA 3: - --- --- --- - - --- ----------------- r PROTECCION ��\ •� .-2U"i DEL ALERO C . -.10 " Q d BORDE DEL GOTEO /DEL METAL CLAVO B A 8TTEFS 01/12 (formerly 3TT/3TTSP) page 12 of 12 Llcenseeffidentiy. Regulatefaidy. Page 3fE r}.ati1 i bull BCIS Site Map i Links Search "�v ;product Approval Ilg USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5259-1115 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone%Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Lwl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/30/2012 Validated By John W. Knezevich, PE iw! Validation Checklist - Hardcopy Received Certificate of Independence FL5259 R15 COI Trinity ERD CI - Nieminen odf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk2vS%2fegOlipkDl%... 7/17/2012. Florida Building Code Online . Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D226 ASTM D6164 ASTM D6222 ASTM G154 ASTM G155 FM 4474 FRSA/TRI07320 TAS 103 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2012 Date Validated 04/25/2012 Date Pending FBC Approval 04/28/2012 Date Approved 06/11/2012 Page 2 of 2 Year 2001 2006 2005 2002 2005 2005 2004 2005 1995 Summary of Products FL # Model, Number or Name Description 5259.1 Polyglass Roof Underlayments Roofing underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system for use under foam -on tile systems. Refer to ER Installation Instructions FL5259 R15 II er042212FINAL POLYGLASS UNDERLAYMENTS FL5259- R15.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5259 R15 AE er042212FINAL POLYGLASS UNDERLAYMENTS FL5259- 1115.0f Created by Independent Third Party: Yes Section 5.5.2 for other systems and maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Coovrlaht 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(cdbor. state. fl.us. Product Approval Accepts: WOMME Credlt5.AFE k http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk2vS%2fegOlii)kDl%... 7/17/2012 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 -r�.�-,:�R 353 CHRISTIAN STREET, UNIT #13 I.J V OXFORD, CT 06478 PHONE: (203) 262-9245 EVALUATION REPORT FAX: (203) 262-9243 Polyglass USA, Inc. Evaluation Report P12060.02.09-1110 150 Lyon Drive FL5259-R15 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 10: 04/22/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/22/2012 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD does not have, nor does It Intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. TrinityiERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. ROOFING COMPONENT EVALUATION: 1. SCOPE: UTPUNITY]E-RD Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance .is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 2006 1507.7.3 1507.8.3 1507.9.3 1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Weathering ASTM G154 2005 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20117A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 Exterior Research and Design, LLC. Evaluation Report 1312060.02.09-11110 Certificate of Authorization #9503 FL5259-R15 Revision 10: 04/22/2012 Page 2 of 10 S. Entity TR�N� 1 1 � ERD � Y Examination Reference Date ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ICC-ES (EVL 2396) IBC Compliance ESR-1697 11/01/2011 Miami -Dade (CER 1592) HVHZ Compliance NOA Current Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control File No. R14571, Vol 1 Exp. 11/30/2012 PRODUCT (DESCRIPTION: 4.1 Mechanically Fastened Underlayments• 4.1.1 ELASTOBASE is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 ELASTOBASE P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlayments• 4.2.1 POLYSTICK MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 POLYSTICK IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 POLYSTICK TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.4 POLYSTICK TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 POLYSTICK TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 POLYFLEX SAP, POLYFLEX SAP FR, MULE -HIDE SA-APP CAP SHEET AND MULE -HIDE SA-APP CAP SHEET (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.2.7 DUAL PROT14 is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.2.8 TILE PROM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlayments• 4.3.1 ELASTOFLEX S6G AND ELASTOFLEX S6G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 POLYFLEx G AND POLYFLEx G FR are polyester reinforced, APP modified bitumen cap sheets. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents.. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-11110 Certificate of Authorization #9503 FL5259-R15 Revision 10: 04/22/2012 Page 3 of 10 5.4 Allowable roof covers applied atop the underlaymenl Table 1: Roof Cover Optic Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Elastobase Yes Yes No Elastobase P Yes Yes No Polystick MTS Yes Yes No Polystick IR-Xe Yes No No Polystick TU Yes Yes Yes See 5.4.1 Polystick TU P Yes Yes Yes See 5.4.1 Polystick TU Plus Yes Yes Yes See 5.4.1 Dual Pro Yes Yes No Tile Pro Yes Yes Yes See 5.4.1 Elastoflex S6G or S6G FR Yes Yes No Polyflex G or G FR Yes Yes Yes See 5.4.1 Polyflex SAP or SAP FR Yes Yes Yes See 5.4.1 Mule -Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet (FR) Yes Yes See 5.4.1 `Jonk I N I TYIER are as follows: Metal Yes Yes Yes No No Rr Yes Yes Yes No No No No Wood Shakes & Shingles Slate Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex G, Polyflex G FR, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule - Hide SA-APP Cap Sheet (FR) or Tile Pro. ➢ Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro 5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU P or TU Plus, or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design, LLC. Evaluation Report 1312060.02.09-1110 Certificate of Authorization #9503 FL5259-R15 Revision 10: 04/22/2012 Page 4 of 10 t � 4Tk-JN17Y1ERb 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Polystick, Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ➢ ASTM D41 primed new untreated plywood; ➢ Existing plywood; ➢ ASTM D41 primed existing plywood; ➢ ASTM D41 primed OSB; ➢ Southern Yellow Pine; ➢ ASTM D41 primed Southern Yellow Pine; ➢ ASTM D41 primed structural concrete; ➢ Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood sheathing. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6G or S6G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile A lications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are used in foam -on tile applications, Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.2.1 Maximum Design Pressure — -622 5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polyflex G or G FR torch -applied. 5.5.2.2 Maximum Design Pressure — -315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR). 5.5.2.3 Maximum Design Pressure — 135 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R70 Certificate of Authorization #9503 FL5259-R35 Revision 10: 04/22/2012 Page 5 of 10 5.5.2.4 Maximum Design Pressure — -90 psf. TRINI`T1r' I ERD Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) 5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on the systems carry a Maximum Design Pressure of -45 psf. 5.5.3 Bond -to -Insulation: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate .or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. ➢ Elastoflex S6G or S6G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. ➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, Insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix J. 5.5.4 Bond to Mechanically Attached Base Layer: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Elastoflex S6G or S6G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6G or S6G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Polyflex G or G FR only), in which case the maximum exposure is 180 days. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-11110 Certificate of Authorization #9503 FL5259-R15 Revision 10: 04/22/2012 Page 6 of 10 T_rR,1N1-rY1ERD 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlavments users hana.1-1, f•;I- .., c - -. _--__ ---- --.... I.- - VVI aY,tx 1115. Table 2: Tile System Options per FRSA/TRI 07320/8-05 System Underlay Section Option Reference Product(s) 3.02A 1 Batten Modified Cap Sheet Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR only System One: 2 3.02B No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P Mechanically Sheet Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR Fastened Tile, Unsealed or 4 3.02D No. 30 Elastobase; Elastobase P Sealed 5 3.02E Self -Adhered Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR; Underlayment Underlayment Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); System Dual Pro; Tile Pro Base Layer: ASTM D226, Type II, Elastobase; Elastobase P; 6 3.02E No. 30 / Self -Adhered Mule -Hide Nail Base Underlayment Top Layer: Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro 3.02A 1 Batten only Modified Cap Sheet Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR System Two: 2 3.02B No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P Mechanically Sheet Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G Fastened Tile, or G FR Sealed 4 3.02D Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Mule- Underlayment Underlayment Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual System Pro; Tile Pro Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; 5 3.02E No. 30 / Self -Adhered Mule -Hide Nail Base Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) -Dual Pro; Tile Pro 1 3.02A Modified Cap Sheet Polyflex G or G FR System Four 2 3.02B No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P g: Sheet Top Layer: Polyflex G or G FR Adhesive -Set Tile, Unsealed or 4 3.02D Self -Adhered Underlayment Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Sealed Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Underlayment Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; System 5 3.02E No. 30 / Self -Adhered Mule -Hide Nail Base Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Base Layer: ASTM D226, Type II; Elastobase; Elastobase P 1 3 02A No. 30 / Modified Cap Sheet System Four Top Layer: Polyflex G or G FR "B : 3 3.02C Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Adhesive -Set Tile, Sealed Underlayment Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Underlayment Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; System 4 3.02D No. 30 / Self -Adhered Mule -Hide Nail Base Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Sheet(FR) Cap Exterior Research and Design, LLC. Evaluation Report P12060.02 Certificate of Authorization ##9S03 .09-1110 FL5259-R15 Revision 10: 04/22/2012 Page 7 of 10 TRINI?l'' ERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6G or S6G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 Polystick MTS. IR-Xe. TU TU P or TU Plus Polyflex SAP or SAP FR Mule Hide SA APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro 6.4.1 Shall be Installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back - nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back - nailed 6.4.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R10 Certificate of Authorization #9503 FL5259-R15 Revision 10: 04/22/2012 Page 8of10 �I I RINITY JERD View of Ovelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 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 Flashing Cement, Polystick TU Plus Tile Underlayment 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 to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be Installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein In conjunction with' FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1110 Certificate of Authorization #9503 FL5259-R15 Revision 10: 04/22/2012 Page 9 of 10 Q0TRINITY-JERD 6.5 Elastoflex S6G or S6G FR: 6.5.1 Elastoflex S6G or S6G FR shall be installed in compliance with current Polyglass published installation requirements. For use in nail -on tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex S6G or S6G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference 'is. made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging.. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 must be used on all roof slopes greater than 7:12. For roof slopes in excess of 61/4:12, precautions should be taken, such as the use of battens, to prevent the sliding during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC - QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1110 Certificate of Authorization #9503 FL5259-RlS Revision 10: 04/22/2012 Page 10 of 10 DATE: r RECEIPT: PERMIT NUMBER: U _ti l PLANNING & DEVELOPMENT SERVICES DEPARTMENT ® BUILDING & CODE REGULATIONS DIVISION 0 0 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER:�--` 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: /mac 4CLCe_. �ZJ cSIL�/Z%TG 7(J 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: U( Afactni r1i f` C Address: 3JILr r City: �) _ State: Fil Zip: ' Z Phone:(-) — 530 Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: �' C C-C7 b3 ZS7 3 County Cert #: q D 7 Z Business Name CAf l / Phone Number: 09 Z) Email: D'&' ym e_ COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS -1= ,. p F 3 63170 SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 2D• 00 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in thi on is correct a d at all work will be done in compliance with all applicable laws regulati const on and z g. CC J .mil o� �'1-"6-- PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWN OR C TRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF --if LU'CIE ACKNOWLEDGED BEFORE ME THIS M) DAY OF 40946% , 20�3 , BY WHO IS PERSONALLY KNOWN TOLE OR WHO HAS PRODUCED AS IDENTIFICATION. lea/5e leagX �o�P;`::;ei•� DENISELEMAY SIGNAT JRE OF NOTAI& TYPE OR PRINT NAME OF NOTARY * AMY COMMISSION # EE 870742 s1 EXPIRES: March 23, 2017 TITLE: NOTARY PUBLIC COMMISSION NUMBER tl�_tr �� / oi '"r4 OF s�aP Bonded Thru Budget No" Services NOTICE TO OWNER: 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. MIAMI-DADE DEPARTMENT OF,ii C,111LAT "ND BOARD AND COD iI�IST ON NOTICE 01; :PTANC Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 , Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be.used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF-DADE ",sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shalt 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 (narked by GE Plastics. 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 because 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, them 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 # 11-0811.08 and it consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MiAMI-DADEC0 NTY ~t f �'f,.'Si:-': - NOA No. 13A31 1. 10 ► ! / Expiration Date: 07/02/2018 Approval Date: 06/13/2013 Page 1 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdvietiv. . Skylights, dated 07126100, with no revisions, signed and sealed by V. N. Tolat, P.E. 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-DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09110196, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08121196 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-0718.02 issued to General Electric Company on 0910812000, expiring on 0710212003, 2. Extrusion drawings No. BVS-XI 0947 A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdvietiv Skylights, on 0811012000 and signed by E Bird. 1. No change letter issued by Birdvietiv Skylights on 02111103 and signed by G. E Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1108-0611.09 A. DRAWINGS 1. Drawing No. DADE608.1, model 116SF--DADE ", sheets I & 2 of 2, prepared by Birdvietiv Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF--DADE Self Flashing Ahauinrun/Polycarbonate Skylight", prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 0512312008, signed and sealed by William R. Mehner, P.E. and Henry Hatlem, P.E. HeUm'y A. Makar, P.R., M.S. Product Control Unit Supervisor NOA No. 13-0311.10 Expiration Date: 07/02/2018 E Approval Date: 06/13/2013 -1 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets I through 3 of 3, dated 0610912008, signed and sealed by Vipin N. Tolat, P.E. D, QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.08 A. DRAWINGS 1. Draining No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated Febritmy 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draiving No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22,. 2012, signed and sealed by Vipin N. Tolat, P.E., on Febritaty 22, 2012. Hefi�� A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No.13-0311.10 Expiration Date: 07/02/2018 Approval Date: 06/13/2013 E-2 Birdview Skylights d.h.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 1191hiy A. Makar, P.E,, M.S. Product Control Unit Supervisor NOA No.13-0311.10 Expiration Date: 07/02/2018 E - 3 Approval Date: 06/13t2013 VI RAL NOTSEE ESS #2 2.373" 1.50" — 6.0' OUTER POLYCARBONATE DOME (GE LEXAN XL10 OR SHEFFEILD MAKROLON SL) 1/8" THICK INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" (R) / FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER 10% OT SPAN 4" MIN. NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/V and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot PRODUCT RANE54AD n; complying with 1110 F10,133 Auildiug Coda Acuprw,ce Nat 37_ •31 }. i r3g4timt DalcBy a— r �adurt Control MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. I 13@ 71/2" = 97 112" 3 7/8, i YP.) 14 SCERWS LS -----i .125" EXT. ALUMINUM ANGLE(6063-TS) G.E. SILICONE ADHESIVE SEAL (SCS 1000 ) f CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 1 CONDENSATE GUTTERWI7H0.25" WEEP HOLE I LOCATED AT EACH CORNER #10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACI1 CORNER AND 7 1/2' MAX ON CENTER THEREAFTER r 1 .090" EXT. ALUMINUM CURB FRAMING (6063-TS ) ALL ALUMINUM TO BE 6063-TS ALLOY FULLY MITERED AND WELDED AT CORNERS 3 7/8" (TYP.) TOTAL 50 SCREWS DESIGN PRESSURE RATING AT LOCATIONS POSITIVE+ 60psf NEGATIVE -80psf 80 1/4" FASTENER LAYOUT 10@ 7 1/4" =72 1/2" AB & C FORTHIS SKYLIGHT. LS = LONG SIDE SS - SHORT SIDE I 1 SCREWS SS FOR OTHER SMALLER SIZES PROVIDE FASTENERS @ 7 1/2" LARGE MISSILE IMPACT RESISTANT ON CENTER EACH SIDE t nRa 1051/4" —'.—i 0cc BIRDVIEW SKYLIGHTS GENERAL NOTES 1 THIS SKYLIGHT COMPLIES FBC BVI a DBA of Guy E Bird Enterprises, Ltd. • WITH 2010 13YM 201 LONGHORN RD. FT. WORTH TX. 76179' 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACA IS FOR SHINGLE aA TEL:81 -439- 266 FAX:877-232-8468 OR BUR WITHOUT INSULATION DATE: 2 - 5 - 08 1 MODEL: 6SF - DADE FOR INSULATION AND ROOF TILES ADD THE TILE HIEGHT &D THE INSULATION THICKNESS TO THE 4" MINIMUM HEIGHT. '2�2Z�1Z - WIN #D DE608. �eaSe-1 ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS) SEE GENERAL NOTES # 1 r#14 X 1" PAN HEAD LAG SCREW 3 7/8' FROM EACH CORNER, MAX ON CENTER \j 7 1/2". WITH MW. ROOF DECK PENETRATION OF 7/8". �L —ROOF MASTIC ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANT N CREEK LANE HO11� 017,:TX77068 1 .070 Fix —..... } 50070, . 1 n r r.070 t.330 .090 - -- --_ -- C094-1 l 1 BIRDVIEW SKYLIGHTS 0 Mk aC Guy E Wd E=Cwtet.Lrt. ; 701 I ONCKOMAD F7 %=D1TXrav7F } r.P.GTB,2., •�.. .•._.� MODELYdC.�.UADL' i DRAA T- cW bar. 1 DRAwN 8Y• E RtP.D M—M'r 2 of : Sc.ALE NTS 7q FB 97A2 as cerly;7in- .� ii1c.�'.'ostlf► Buzdfs Code Aocer-ancc No a P TS COS.Flu i lu AI o . O p _ D� oi . p S of3 � vJYlN Ih. WL.&T PE. M£G. ♦ )Z94T --.09Q 1smL.a2crSWeLAVES ,rig Vt ; ti NOTE-S: (.:a?$ ! YP wAu. 'TN)c. EXCEPT AS NOTE) 2. BREAK SHARP CORW.RS A7 .0!5 R. n EXTR iM9 , M :kdl `...:•: o-.5q'.- "— �s� 81RD1ViPW SKYI iGH S AL.UN4v1 d&eA.57i;l1+CTlei�'T'.0.ER%m1C"5 Ti7 APPL•YT7t¢ E55.O:}FRiR SPEGIFiED LU7b '1«tsre , T�,4.s. sue' t2Xi.5 y h SE! F F LASHjNG ,.. ..— .._ .... 'M34..24.952 ID. ! ! :�. iG Sdi.10 i F76�.7 i •!fi1 _iiiQQ47:h v