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305 Hidden Hollow Ct
cIVSD 11 CITY OF SANFORD BUILDING & FIRE PREVENTION NO 1 2016 PERMIT APPLICATION D BY: Application No: Documented Construction Value: S 'Z 3 - Job Address: 30S 141(70 `LA_> t`f oLL-Uw t:..,T—. Historic District: Yes ❑ No8l Parcel ID: 16 -2o -30 -- SGS - OE O u - O !zo Residentia& Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 'I ICAR OFF ot--iJ /4AJ� I t%5-rAL i _ Ajeci R.yoF S1 -t1 JtiL-CS Plan Review Contact Person: K] AIU-i PAL AA I F./zl Title: 0 W ti/E Z Phone: Fax: Email: 0 CLO CX4 ID a i tI 0S' Property Owner Information Name SAL.VMIE d- QAAIC, j PSI CI Phone: L/07• L/W' 60'Y Street: , � OS 4 ( Resident of property? City, State Zip: ��N��►R-�iFL 3���3 Contractor Information Name Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: AJ/4- Phone: Street: City, St, Zip: Bonding Company: PA_ Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. V The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/ gent Date AN&Y PAu I E/-1 I'r' r r/Age 's Na Ib � Signature of Notaryto of Florida Date NN\N� 3�;.••.,w+s CHARLES J. EDWARDS Commission • FF 193713 01 11 -s,., My Commission Expires January 26, 2019 o ntoMeor Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Eban understand that state law requires construction to be done by a licensed contractor and have applied for owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though 1 do not have a license. understand that building permits are not required to be signed by a property owner unless he or she is 05 responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 understand that,'as an owner -builder, I am the responsible party of record on a permit. I understand that I r-1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed CP in his or her name instead of my own name. 1 also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that 1 may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that 1 have built or substantially improved myself is sold or leased within ODI in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, l must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is \ not licensed to perform the work being done. Any person working on my building who Is not licensed �n 1 must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: � 0 S 1 • 1-6b EN 14uLLow c7'. , SAA)Fy(LD, F - 2a-)7_? I, Q AN C Y P A t. -M l �4LI , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Date Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will abide by all applicable laws and requirements that govern owner -builders as well as employers. 1 also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. np I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. 1 also understand that I may contact the Florida © Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address crr) listed below. 1 agree to notify the building department immediately of any additions, deletions, or changes to any of the information that 1 have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder pen -nit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: � 0 S 1 • 1-6b EN 14uLLow c7'. , SAA)Fy(LD, F - 2a-)7_? I, Q AN C Y P A t. -M l �4LI , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Date Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: l 0-20-30-5CS-OE00-0120 Property Record Card Parcel: 10-20-30-scs-oEoa0120 Owner: PALMIERI NANCY d SALVATORE III LIFE EST Property Address: 305 HIDDEN HOLLOW CT SANFORD. FL 32773.5501 Parcel Information Value Summary i Parcel 10-20-30•SC S -0E00-0120 Owner PALMIERI NANCY 8 SALVATORE 111 LIFE EST Property Address 305 HIDDEN HOLLOW CT SANFORD, FL 32773.5501 Mailing 305 HIDDEN HOLLOW CT SANFORD, FL 32772 Subdivision Name HIDDEN LAKE UNIT 1-13 Tax District St-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2015) +?, _ ao 12 `9S .b. 13 40.12 o a '?y Seminole C Legal Description LOT 12 BLK E HIDDEN LAKE UNIT 1-8 PB 17 PG 54 Taxes Page 1 of 2 Tax Amount without SOH $1,442.67 2016 Tax Bill Amount $1,163.68 Tax Estimator Save Our Homes Savings: $278.99 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $94,659 $91.445 Depreciated EXFT Value $600 $600 Land Value (Market) $21,000 $21,000 Land Value Ag $49,321 Schools Just/MarketValue" $116.259 $113,045 Portability Adj Save Our Homes Adj 516,438 $13,918 Amendment 1 Adj No P&G Adj s0 s0 Assessed Value $99.821 1$99.127 Tax Amount without SOH $1,442.67 2016 Tax Bill Amount $1,163.68 Tax Estimator Save Our Homes Savings: $278.99 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page City Sanford $99,821 $50,500 $49.321 SJWM(Samt Johns Water Management) $99,821 $50,500 $49,321 County Bonds $99,821 $50,500 $49,321 ~County General Fund $99,821 $50.500 $49,321 Schools $99,821 $25,500 $74,321 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 11/1/2014 08373 1264 $100 No Improved Y QUIT CLAIM DEED 5/1/2014 08267 0994 $100 No Improved QUIT CLAIM DEED 3/1/2013 07993 1351 $100 No Improved WARRANTY DEED 1/1/2012 07706 0466 $72,500 No Improved WARRANTY DEED 4/1/2006 06241 2M $237,500 Yes Improved WARRANTY DEED WARRANTY DEED 11/1/1992 6/111986 02506 01741L4 =82 L4 $79,000 $62,900 Yes Yes Improved Improved CERTIFICATE OF TITLE WARRANTY DEED 4/111985 11/1/1979 01635 01259 0454 1512 J $38,600 $51,900 No Yes Improved Improved I` ^I WARRANTY DEED 1/1/1976 01101 1226 629,000 No Improved Find Comparable Sales i Land Method Frontage Depth Units Units Price Land Value http://parceidetail.scpafl.org/ParceiDetai ilnfo.aspx?PID=1020305CSOE000120 11/10/2016 Florida Building Code Online Pagel of 2 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code SDP Int. 410-130 Bridgeland Ave Toronto, (866) 747-4035 Ext 4 sdipede@sdp-products.com Sandro DI Pede sdipede@sdp-products. cpm Sandro DI Pede 410-130 Bridgeland Ave Toronto (416) 780-1700 sandrodipede@bellnet.ca Sandro DI Pede 410-130 Bridgeland Ave Toronto (416) 780-1700 sandrodipede@bellnet.ca Roofing Underiayments Evaluation Report from a Florida Registered Architect or a Llcen Professional Engineer i7, Evaluation Report - Hardcopy Received Robert Nleminen PE -59166 Intertek Testing Services NA Inc.- ETL/Wamock Hersey 11/18/2015 John W. Knezevich, PE R, Validation Checklist - Hardcopy Received FL5325 R6 COI 2015 01 C01 Nieminen.pdf 1507.2.3 https://www.floridabuilding.or2Jnr/prLapp dtl.aspx?pararn=wGEVXQwtD... 10/15/2015 �z._ '.1)(c;y: ;, �.;+..' ;-1Bus'nes 90S Home i Log in User Registration : Hot Topics I Submit Surcharge ' Slats A Facts i Publications ' FOC Staff I BaS Site Map ' L *; Protessir�al ,, Product Approval USER: Public User �;ec7ul�ti�n Product Approval Menu > Product or Application Search > Application Ll st > Application Detail FL # Fa5335�R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived = Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code SDP Int. 410-130 Bridgeland Ave Toronto, (866) 747-4035 Ext 4 sdipede@sdp-products.com Sandro DI Pede sdipede@sdp-products. cpm Sandro DI Pede 410-130 Bridgeland Ave Toronto (416) 780-1700 sandrodipede@bellnet.ca Sandro DI Pede 410-130 Bridgeland Ave Toronto (416) 780-1700 sandrodipede@bellnet.ca Roofing Underiayments Evaluation Report from a Florida Registered Architect or a Llcen Professional Engineer i7, Evaluation Report - Hardcopy Received Robert Nleminen PE -59166 Intertek Testing Services NA Inc.- ETL/Wamock Hersey 11/18/2015 John W. Knezevich, PE R, Validation Checklist - Hardcopy Received FL5325 R6 COI 2015 01 C01 Nieminen.pdf 1507.2.3 https://www.floridabuilding.or2Jnr/prLapp dtl.aspx?pararn=wGEVXQwtD... 10/15/2015 -t; Florida Building Code Online 1507.2:4 1507.2.8 1507.3.3 1507.4.5.1 1507.4.5.2 1507.5.3 1507.7.3 1507.8.3 1507.9.3 1507.9.5 1518.4 1523.6.5.2.1 1523.6.5.2.9 Product Approval Method Method 2 Option B Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL it Model, Number or Name Description 15325�1�1� PALrffADE'RBofirig Uiid`e�la merits' Synthetic Roofing Underlayments rUmiimts of Use 'WRl11f'qren Installation Instructions Approved for use in HVHZ: Yes FL5325 R6 II 2015 04 FINAL ER SDP UNDERLAYMEN Approved for use outside HVHZ: Yes R6,od1 Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: 1.) PALISADE is for use In non-HVHZ and HVHZ Evaluation Reports jurisdictions. 2.) PALISADE SA -HT Is not for use in HVHZ. FL5325 R6 AE 2015 04 FINAL ER SDP UNDERL4vMF! 3.) Refer to ER Section 5 for Umits of Use. R6.odf Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: $IN0 Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records reques electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.735 Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department % address N they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public n not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To dr are a licensee under Chapter 455, F.S., please dick JIM. Product Approval Accepts: ®®o® 4rinitrm, I�:." am Mi https://www.floridabuilding.oriz/nr/pr app_dtl.aspx?param=wGEVXQwtD... 10/15/2015 TRINITY: : ERD EVALUATION REPORT SDP, Inc. 410.130 Bridgeland Avenue Toronto, Ontario M6A 1Z4 Canada EXTERIOR RESEARCH & DESIGN, LLC. CertlJkote of Authorization +15503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 519010.07.09-R2 FL5325-R6 Date of Issuance: 07/03/2009 Revision 2:04/29/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 evaluated for compliance with the 5t6 Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: PALISADE' Roof Underlayments LABELING: Labeling shall be 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 S. Prepared by: Robert J.M. Nieminen, P.E. F/orido Registration No. 59166, Florida DCA ANE1983 The bcslmfle scel eppearbr was suthortrcd by Robert Nteminen, P.L on 04/29/2015. Thb does not serve as an elecbonbRy signed document SWrord, stated Inrde optes have been traromItted to the Product Approval Administrator and to the named c0ent CERnRCATION Or INDEPENDENCE: 1. TrinitylERD 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. Trinity I ERD 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 Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i• i ;TRINITY! ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: PALISADE`" Roof Underlayments, as produced by SDP, Inc., have demonstrated compliance with the Intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Z. STANDARDS: Section Property Standard Year 1507.23, 1507.2.8,1507.4.5.1, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 2507.4.5.2,1507.53, 1507.5.3.2, on Heating 1507,7.3,1507.7-3.2, 1507.8.3, 1507.8.3.2, 1507.9.3, 1507.9.3.2, 1507.95, 1518.4 1518.4 Unrolling, Pliability, Behavior on Heating, ASTM D2626 2004 Breaking Strength, Water Vapor Permeance 1507.2.4, 1507.5.3 Unrolling, Thickness, Max load, Elongation ASTM D1970 2009 at Break, Adhesion, Thermal Stability, Low Temp Flex, Tear Resistance, Moisture Vapor Permeance, Self-Sealablllty 1507.33 Installation Practice FR5A/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Dimensional Stability, Tear Resistance, TAS 104 1995 Breaking Strength, Water Absorption, Low Temp Flex, UV Exposure, Accelerated Aging, Cyclic Elongation, Water Vapor Transmission 1523.65.2.9 Comparative Rupture TAS 117, Appendix 8 1995 TAS 110 Accelerated Weathering TA5110 2000 3, REFERENCES: Entiltv Examination Reference Date ERD (TST6049) Physical Properties 54240.30.06 10/03/2006 ERD (TST6049) Physical Properties & Rupture SO404C.12.05-R2 02/23/2009 ERD (TST6049) Accelerated Weathering 537000.06.11 06/14/2011 ;CC -ES (EVI2396) IBC/IRC Compliance ESR -1847 03/01/2015 Miami -Dade (CER1592) HVHZ Compliance 11-0714.05 11/10/2011 ITS-ETL/WH (QUA1673) Quality Control Inspection Report 11/18/2014 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Undedayments: 4.1.1 PALISADE'" is a synthetic roofing underlayment comprised of a polyolefin -coated, woven construction with dual skid resistant surfaces. PALISADE— is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein. 4.2 Self -Adhering Underlayments: 4.2.1 PAUSADE'" SA -HT is a self -adhering roofing underlayment comprised of a polyolefin -coated, woven construction with skid resistant upper surface and self -adhering bottom surface. PALISADE' SA -HT is not for use in HVHZ. Refer to Limits of Use herein. Exterior Research and Design, LLC. cerN/kote of AvMoriratlon #9503 Evaluation Report S19010.07AMZ FL5325A6 Revision 2: 04/29/2015 Page 2 of 5 .t A TRINITY ERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose 5.2 Non-HVHZ Jurisdictions: 5.2.1 Fire Classification Is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2.2 PALISADE' Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. H not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.2.3 Allowable Roof Covers: Table 1:; C� v;Options Underlayment Asphalt Nall -On Tile Foam -On Tile Metal Shai� Slate Shingles kkes PALISADE'" Yes Yes No Yes Yes Yes (u base byer only) PALISADE— SA -HT Yes No No Yes Yes Yes 5.2.4 Allowable Substrates: PALISADE'" SA -HT adhered to plywood or to mechanically attached PALISADE'". 5.2.5 Exposure Limitations: PALISADE'" shall not be left exposed for longer than 180 -days after installation. PALISADE— SA -HT shall not be left exposed for longer than 30 -days after installation 5.3 HVHZ Jurisdictions: 5.3.1 PALISADE" SA -HT is not for use in HVHZ. 5.3.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3.3 This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable FBC sections. 5.3.4 PALISADE'" shall not be applied in hot asphalt. 5.3.5 PALISADE'" shall be installed in strict compliance with the requirements for ASTM D226, Type 11 or ASTM D2626 underlayment in Section 1518 for the type of prepared roof covering to be installed. 5.3.6 PALISADE'" may be used with asphalt shingles, tile roofs (base layer only), non-structural metal roofing / metal shingles, quarry slate, slate -type shingles and wood shakes & shingles. For tile roof applications, PALISADE'" shall be mechanically attached as an anchor sheet in accordance with Section 6.4 herein, followed by Tamko TW Metal and Tile Underiayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16). 5.3.7 If PALISADE'" is not specifically listed in the prepared roof covering NOA, this report may be submitted to the AHJ or Miami -Dade Product Control Dept., along with fire classification information, for their consideration. 5.3.8 PALISADE" underlayment shall not be left exposed for longer than 180 -days after installation. 5.4 All products listed herein shall have quality assurance audit in accordance with FAC. Rule 61G2D-3 requirements. Exterior Research and Design, I.I.C. Calykore of Aurhor&Wkn NVS03 Evaluation Report S19010.07A R2 FLS325-R6 Revision 2: 00/I9/201S Page 3 of S TRINITY : ERD 6. INSTALLATION: 6.1 PALISADE'" Roof Underlayments shall be installed in accordance with SDP 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 with Elastocol Stick. 6.3 Non-HVHZ Jurisdictions: 6.3.1 PAUSADE": Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.1.1 Non -Tile Applications: PALISADE'" is installed horizontally with the printed side up, and with 3 -Inch horizontal laps and 6 -inch vertical laps. Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck with roofing nails (smooth or ring-shanked) having 1 -inch minimum diameter plastic or steel caps compliant with FBC 1507.2.6. Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the field area, apply fasteners at 13 Inches spaced vertically and 22 inches on center horizontally. All caps (including nails) must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying course. Apply underlayment up all abutments at least 6 inches. In non-HVHZ high wind regions where V"n > 181 mph (V,,d > 140 mph) or exposure beyond 30 days, Increase the fastener density to cap nails spaced 3 inches on center at vertical laps, and at S.S inches on center at horizontal laps. In the field area, apply fasteners at 6.5 Inches spaced vertically and 11 inches on center horizontally. In addition, secure laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or sealants such as roofing cement (asbestos free meeting ASTMD4586), EPDM or butyl to seal laps. 6.3.1.2 Nail -0n Tile Applications. Base Laver in 2 Ply System: Reference Is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE"' as the mechanically attached base ply in a 2 ply underlayment system, followed by Tamko TW Metal and Tile Underlayment (FU2328), GAF UnderRoof 2 Polyester -Surfaced Leak Barrier (FL10626) or CertainTeed Flintlastic SA Cap (FL31288) as the top layer. For mechanically fastened tile roofing, refer to SDP published Installation Instructions, but not less than FRSA/TRI April 2012 (04-12), Table 1. 6.3.2 PALISADE SA -HT'": Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. The installer is responsible to determine whether priming is required to ensure PALISADE'" SA -HT will stay adhered to the substrate. 6.3.2.1 Non -Tile Applications: PALISADE SA -HT1 Is installed horizontally with the printed side up, and with 3 -inch horizontal laps and 6 -inch vertical laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the membrane into 10-15 ft. (3-5m) lengths and re -roll loosely. Peel back 1-2 ft. (300-600mm) of release film, align the membrane, and continue to peel the release film from the membrane. Press the membrane in place with heavy hand pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the substrate. Always work from the low to the high point of the roof. Follow good roofing practice by orientating PAUSADE-SA-HT'" so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press Into in place. Work the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold weather, back nail and cover the nails by overiapping with the next sheet. Exterior Research and Design, I.I.C. owfificaft Of AutharkWon #9503 Evaluation Report $19030.07.09-82 FL532S.R6 Revision 2:04/29/201S Page 4 of 5 Yr 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 CIA requirements. 9. QUALITY Assum CE ENTITY: Intertek Testing Services NA Inc. — ETL/Wamock Hersey — QUA1673; (905) 6784913 Exterior Research and Design, I.I.C. certificate of Authorization /9503 - END OF EVALUATION REPORT - Evaluation Report S19010.07.094t2 FL532S-R6 Revision 2.04/29/2015 Page 5 of 5 /TRINITYERD 6.4 WK )urlsdictions: 6.4.1 System E(1): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of PALISADE- with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.4.2 System Ef2): Base underiayment mechanically fastened to deck, too laver adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer: One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Top Layer: Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13- 1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16), self -adhered to the base layer. See current FBC HVHZ approval for installation guidelines and limits of use of top layer. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile. Note: For tile applications, AHJ shall verify that top layer underlayments listed herein hold current HVHZ Product Approval and/or Miami -Dade NOA for use as a tile underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 CIA requirements. 9. QUALITY Assum CE ENTITY: Intertek Testing Services NA Inc. — ETL/Wamock Hersey — QUA1673; (905) 6784913 Exterior Research and Design, I.I.C. certificate of Authorization /9503 - END OF EVALUATION REPORT - Evaluation Report S19010.07.094t2 FL532S-R6 Revision 2.04/29/2015 Page 5 of 5 Florida Building Code Online Page 1 of 2 Business & Professional Regulation rig FWaDep"M lEy� v� SaS Home ( Log In I User Registration ; Hot Topics ( Submit Surcharge I slats S Facts ( Publications i FBC Stan I aclS site Map ( Units( Search I BurinBusines f>� si ial Product Approval ProfeUSIER: Public User Regulation Product Aoorowl Menu > Product or Aoolia[lon Search > Application List > Appllcrgon Detall FL it FL1�83552 •51+a Application Type Revision Code Version 2014 Application Status Approved Comments Archived [1 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 3oplin, MO 64802 (417) 624-6644 Ext 2305 kerrl_eden@tamko.com Authorized Signature Kerrl Eden kerri_eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Zachary R. Priest developed the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 1WJ Validation Checklist - Hardcopy Received Certificate of Independence FLIB355 R2 Col TBP15001.2 FBC 2014 Product Evaluation Report Shinales.ndf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW83... 2/11/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/16/2015 12/18/2015 12/19/2015 02/10/2016 Page 2 of 2 Summary of Products FL tl �,.ta Model, Number or Name Description 18355.1 Glass -Seal, Ste Gias's-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Cage, H lege Prem um, He Lege Woodgate, e Inta e, end d andl rat H and Ri S In_ es Umks of Use Installation Instructions Approved for use In HVHZ: Yes FL18355 R2 11 TBP15001.2 FBC 2014 Product Approved for use outside HVHZ: Yes Evaluation Reportin f Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes other: See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation Report Shinales.pd Created by Independent Third Party: Yes Badr Nam The State of Florida is an AAJEEO employer. Ceevrieht 2007-2013 State of Florida. ;: :: Accessibility Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released In response to a public -records request, do not send electronic nail to this entity. Instead, contact the office by phone or by traditional mall. If you have any ouestions, 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 with to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please did b . Product Approval Accepts: ®®"M Be I■ Crrdi( r'vrrt SAFE https://floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83... 2/11/2016 Certificate ojAuthoriratlon No. 2382-0 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE S'" EDInoN (2014) Manufacturer. TAMKO BUILDING PRODUCTS Issued December 14, 2015 220 West 4"' Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Rooting Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Recon No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 -PRI Construction Materials Technologies (I ST5876) TAP -051-02-01 TAS'100 1995 PRI Construction Materials Technologies (TST5878) TAP4)54-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (T5T5878) TAP -117-02-M TAS 100 1995 PRI Construction Materials Technologies (tST5878) TAP -130-02-M TAS 100 1995 PRI Construction Materials Technologies (TST5678) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies T5876) TAP -280-02-M TAS 100 1995 PRI Construction Materials Technologies T5878) TAP -303-02-01 TAS 100 1995 Pftl Cin Materials Technologies (TST5878) TAP -W7-02-01 TAS 100 19% PRI Construction Materials Technologies (TST5878) TAP -314.02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-M ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologles (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK95D7 ASTM D 3161 2DO9 UL LLC (TST9628) 04NK24366 ASTM D 3462 2DO9 UL LLC (TST9628) OSNK28M ASTM D 6381 2008(2013)91 UL 2390 ASTM D 7158 2008d UL LLC (TST9826) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 08CM9132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2008 ASTM D 3462 2009 UL LLC (TST9628) IOCAMM98 ASTM D 3462 2009 UL LLC (TST9628) IOCA64882 ASTM D 3161 2009 UL LLC (TST9628) I INK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2DD8(2D13)91 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 20084 ASTM D 3161 2009 ASTM D 3462 2009 TBP15DOU FL18355-112 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 8113204. The manufacturer shall notify CREEL( Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes OW ars not spedHoely addressed herein. 0 C TAMKO BUILDING PRODUCTS Asphalt Shingles TECMICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-SeaW 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM 0 3462, Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Gass H self-sealing, 3 -tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4' x 36, ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on troth sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ onto. Heritageffi) 13-1/4" x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg a complying with ASTM D' 3462. Tuscaloosa). Heritage® Premium 13-114" x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 12" x 36', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying wlth ASTM D 3462. Heritage® Vintage® 17-1 P2" x 40% ASTM D 3161, Claes F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM) D 3462. Heritage®Woodgate 13-1/4' x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas a Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. H"erltage® Woodgate 12" x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12414' x 12', ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462 Vlntag96 Hip and Ridge 12" x 1.2", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FI -1055-R2 Page 2 of 11 This evaluation report Is provided for State of Florida product approval under Rule MGM-& The manufacturer shalt nifty CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Ellie GlassSeal® Basic Wind Speed (Vwo: (Frederick, Joplin 8 Basic Wind Speed (Vol): Tuscaloosa) Deck (HVHZ): 8 Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): AM Undertayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or Wood plank for new construction; Min. 15/32 In. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 In. plywood or wood plank for new construction; Min. 7/16 In. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application Instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure M accordance with RAS 115 and manufacturer's published installation Instructions. tions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed wilt► 5-1/8-Mch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either '4 Nail Pattern" or "6 Nail Pattern` detailed below. Figure 1. EIIEe Glass -Seal & Glass4eal 4 Nail Pattem (Non-HVHZ only) 7ff 5418" c Edp Figure 2. Enke Glass -Seal & Glass -Seal 6 Nail Pattem Mr i-118" TBP1St101.2 FI -18355-R2 Page 3 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express not Imply warranty, Installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (V,n): (Dallas. Frederick, Joplin, Basic Wind Speed (Vwd): Phillipsburg & Tuscaloosa) Deck (HVHZ): 8 HerltagoV Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): 8 Heritage® Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application Instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published Installation instructions. Shingles shall be attached using '6 Nail Pattern- detailed below. Installed with 5-W8 in. exposure in accordance with FBC requirements and manufacturer's published Installation instructions. Shingles shall be attached using either *4 Nail Pattern' or'6 Nail Pattern' detailed below. FASTENERS NAIL ZONE COMMON BOND 6-1/8111 1 1 l 1 1 I I EXPOSURE 6-mr- 1" �-- 12-1/211 12-3/8" 12-1/2` Figure 3. Heritage®, Heritage® Premlum, and Heritage® Woodgete (Dallas) 4 Nall Pattern (non-HVHZ only) FASTENERSNAIL ZONE COMMON BOND EXPOSURE S -SW 14 7a -4f *- 7-1 r1°-oj*-7-i" �- 4 0 Figure 4. Heritage® & Heritage® Premium 6 Nail Pattem TBP15o01.2 FL1ti3554R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any.product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC F 7-1 TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ COOMON BOND 1 48" FEWPOSWRE55W 1=-� �T-112t�17-111��N�7-1�Z�F7-1/2�►� �—�• Figure 5. Heritage® Woodgate 6 Nall Pattern 12-1 FASTENERS Is Common Bond 1 39 3W Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate- Alternate 6 Nail Pattern Figure T. Heritage® (Tuscaloosa) Expanded Nail Zone Nall paNerns from Figures 3, 4 and 6 may be placed In the nail zone as described above TBP1S001.2 FI -18355-R2 Page 5 of 11 This evaluation report is provided for State of Flodda product approval under Rule 8162D- . The manufacturer shall notify CREDO Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty. Installation, recommended use, or other product attributes that are not specificalri eddressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premlum Basic Wind Speed (V,*): (Frederick) Basic Wind Speed (V,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope; Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12.. Installed with 5 in, exposure In accordance with RAS 116 and manufacturer's published installation instructions. Shingles shalt be attached using '6 Nail Patiem' detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Nail Pattem" or'6 Nall Pattern' detailed below. NAIL ZONE/ COMMON BOND 5° 1 �---11 °120�'Io Figure 6. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAILZONE/ FASTENERS COMMON BOND 51/s°EXPOS E 5' . 1 'L-'1 �--9%4-'1�3 90-141114+9*A-I 14-1 Figure 9. Heritage® Premium (Frederidc) 6 Nall Pattem TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify, CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is Vaud. This evaluation report does not express nor imply warranty, installation, reoommended use, or other product attributes that are not specifically addressed herein. MCREEK TECHNICAL SERVICES. LLC NeritageO Woodgate Basic Wird Speed (V,n): (Frederick) Basic Wind Speed (Vac): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (Non-HVHZ): TAMCO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new constnx4lon; Min. 7/16 In. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published Installation Instructions. Shingles shall be attached using either "4 Nail Pattern' or *6 Nail Pattern' detailed below. ZONFI NON BOND IIT EPoSUREr .A.I. 1-.4 �— 11" "'1�12-&T—•*�- 11" --4 �-V Figure 10. Heritage® Woodgate (Frederick) 4 Nall Pattern (non-HVHZ only) ZONE/ RON BOND T 5-11rr EXPOSURE 51 I U I - M Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattem T9P15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 81 GM-& The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation. recommended use, or other product attributes that are not spedticely addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® VintaggS Basic Wind Speed (V, ky (Phillipsburg) Basic Wind Speed (V,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in.' plywood or wood plank for new construction; Min. 7/16 In. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 In. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using ''6 Nail Pattern' detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation Instructions. Shingles shall be attached using either "S Nail Pattern' or'6 Nail Pattern' detailed below. I•—»'—�I F--ra>r—� Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) (POMM Figure 13. Heritage® Vintage 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is.provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not speclBcaty addressed herein. 0 C pEEK TAMKO BUILDING PRODUCTS /'T Asphak Shingles TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V, ty Max. 194 mph (Frederick 6 Joplin) Basic Wind Speed (Vard): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. ptywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements: Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 In. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shag be away from the prevailing wind. DlrwWn of pulling wind rnl 5-118" exposure Figure 1 i�e 1 of 88ten@r %T1441� Figure 2 lxpmure Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Pege 9 of l l This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall ratify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed Me): (Phillipsburg) Basic Wind Speed (V,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUA.D1NG PRODUCTS Asphak Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing constrtldion. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturers published Installation instructions. The direction of the exposed end shall be away from the prevailing wind. DirwOo« of pirwalling wind rnl exposure 'Figure 1 1" PP:,4aste�ter `5-1/2" Figure 2 0-- UAPOUUM rtgure % Figure 15. Vintage® Hip & Ridge (Phillipsburg) T13P15001.2 FL18355-R2 Page 10 of /1 This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC• of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically Addressed herein. CREEK TECHNICAL SERVICES, LLC LWITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a bw7ding mean roof height of 33 -ft or less. 5) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall'be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shell prevail. 8) All products listed In this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5°' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. �� G� • .... q�� No 74021 ir p STATE OF • �/� :o�04 OR 1 O P' N-4 ,lS�oNAL CERTIFICATION OF INDEPENDENCE 2015.12.14 13:44:19 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest In any company manutacOning or distributing products under this evaluation. CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation: Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product. END OF REPORT TBP15001.2 FL183554R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule MGM-& The manufacturer shall ratify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaivation report does not express nor imply warranty. Installation, recommended use, or other product attributes do are not specifically addressed herein. Sunniland Sanford 401 Q5829 1735 -St Rd. 419 Longwood, FL 32750 pu6te Office: (407) 322-2421 Fax: (407) 324-4421 Pg 1 of 1 Email: Sanford@SunnilandCorp.com Quote Date • • - ' Sale r 11/10/2016 7829 SANFORD SANFORD CASH SALES NANCY PALMIERI 305 HIDDEN HOLLOW Ct SANFORD, FL NET 30 DAYS SHIP: 11/10/2016 Sales Person Contact Number >ALE CW 72 BD TAMKO ELITE FRS -GRAY BLEND 519790 72 22.66 1,631.52 24 SQUARES 3 RO : PALISADE / FELT TEX 10 SQR 521431 3 125.00 375.00 1 EA FREIGHT 999998 1 35.00 35.00 Sub Total Tax Grand Total $2,041.52 $140.46 $2,181.98 Quote is valid for 30 days. If delivery is included in price quote, every attempt will be made to deliver and roof load the materials. If roof load is too difficult or too dangerous, materials will be delivered curbside. If more than one delivery is required additional charges may apply. All deliveries are made at the customers risk including, but not limited to, damages to sidewalks, driveways, buildings, trees, shrubbery, lawns, and septic tanks. I All items are sold as is and without express or implied warranty by Sunniland, including but not limited to warranties for fitness or merchantability. r`r Returns must be approved by sunniland and are subject to a 20% RestocAing fee. In the event of dispute, venue shall be in Seminole County, FL f Florida Building Code Online Pagel of 2 Business& Professional Regulation ��. FIf idI LWment! DOS m 0, 1 Log In I user RegWnitlon I Mot Topla 1 submit 9pdarge I tsts a Facts I Publlatlora ! FOC star I sas sme Map 1 unto I searea i - Bus'nes "� l pFoeuet Approval Pro#essi� USER: public User Regulation ProAuct Approval Menu > Product m Application Search > Acolkation List > Application Oatall - _ FL 71 WFM2075-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer Florida Metal a ducts Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904)783-8400 Clark®flamco.com Authorized Signature Clark Jones Clark®flamco.com Technical Representative Clark Jones Address/Phone/Email p o box 6310 Jacksonville, FL 32236 (904)783-8400 Clark®flamco.com Quality Assurance Representative Clark Jones Address/Phone/Email p o box 6310 Jacksonville, FL 32236 (904)783-8400 dark®flamco.com Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence . Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Product Evaluation Entity Miami -Dade BCCO - EVL Miami -Dade BCCO - QUA 01/31/2018 Miami -Dade BCCO - VAL Standard TAS 100 (A) Year 1995 ETI affirm that there are no changes In the new Florida Building -Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param--wGEVXQwtDgvFGIWOugHV... 1/22/2016 Florida Building Code Online Documentation from approved Evaluation or Validation Entity 0Yes 0 N (D N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products. Method 1 Option C 02/27/2015 02/27/2015 03/09/2015 Page 2 of 2 FL _ Model, Number or Name Description 207541 , M.RV10 RV10 ALUMINUM RIDGE VENT Umlts of Use Installation Instructions Approved for use in HVHZ: Yes FL2075 R7 II rv10 noa 12-0810-08 exo 1-31-18.odf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVIL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. FL2075 R7 AE rv10 noa 12-0810-08 exo 1-31-18.0f ® tient rolMaa Us :: allahassee FL 32392 Perone: 850487-1824 The State of Florida Is an ANEW employer. Copyright 2007-2013 State of Florida.:: Prtyllm Stmbe=nt :: ACCESSIbliffir Statement :: g Under Florida law, emall addresses are public records. U you do not went your e -mall address released In response to a public -records request, do not sats electronic mall to this entity. instead, contact the office by phare or by traditional mall. 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 on ernau address if they he" one. The !malls pro4l0cd may be used for official ommunlotlon with the licenses. However emall addresses are public record. U you do not wish to Supply a personal address, please provide the Dept meet with an emall address which con be made ovaltable to the public To determine It you are a Ikersoe under Chapter 455, F.S., please dick JIM. Product Approval Accepts. ®®®0 sectaftstrinaucr Eam http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDgvFGIWOuizHV... 1/22/2016 i M®MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.rov/economy Florida Metal Products Inc. P.O. Boz 6310 Jacksonville, FL 32236-6310 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RV10 Aluminum Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 08-0611.10 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. tt�NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Product Specification Description RV10 Aluminum Ridge 7-5/B" x 10'-0" TAS 100(A) Ridge ventilation system Vent MANUFACTURING LOCATION 1. Jacksonville, FL. EVIDENCE SUBMITTED Test Aeency/ldentifier Name Report Center for Applied Engineering, Inc. MTS 257414a TAS 100(A) PRI Construction Materials Technologies, LLC FMP-003-02-01 TAS 100(A) Date September, 1995 02/12/08 NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 2 of 4 APPROVED APPLICATIONS Tradename: RV 10 Aluminum Ridge Vent System Type: Mechanical attachment of ridge vent system over asphalt composition shingles. Cutout: Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Ridge Pole Construction: Cut shall be 3-'/4" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent sealed with 100% silicone sealant. RV 10 Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the end plug. Apply '/." wide bead of 100% silicone sealant caulk to the bottom flange of the RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RVI0 Aluminum Ridge Vent in place using 1'/z" aluminum ring shank roofing nails 6" o.c., with the first nail 1'/2" to 2" form the vent end. All nail heads and vent section joints shall be sealed with 100% silicone sealant. .Install Florida Metal Products, Inc. High Wind Straps over each end of ridge vent, all connections between sections, and at a maximum of 3 ft. intervals over the remainder of the vent using four 1-1'/2 " aluminum ring shank roofing nails per strap Ridge Shingle: None Ventilation Refer to manufacturers published literature. Calculations: GENERAL UmTATIONS: 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. 3. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 4. Refer to applicable Building Code required ventilation. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. Him* counrrr NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 3 of 4 I DETAEL DRAWINGS 5-3/4" _ 1. 1-1/2" 7-5/8" owl RV10 ALUMINUM RIDGE VENT END OF THIS ACCEPTANCE NOA No.: 12-0810.08 �CouHrY Expiration Date: 01/31/18 � Approval Date: 01/17/13 Page 4 of 4