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Home My WebLink About130 Royalty CirCITY OF SANFORD CRVE BUILDING & FIRE PREVENTION PERMIT APPLICATION D JAN 19 2016 Application No: M . Documented Construction Value: $ 9,581.28 Job Address: 130 IuraltY Cir 4nfbx FL 32771 Historic District: Yes No Parcel ID: 33-19-30-5X-0000-0200 Residential © Commercial Type of Work: New Addition Alteration Repair ® Demo Change of Use Move Description of Work: R0cf P4JO=ut ArchItectllrsl aung>es 3000 SF Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name fit, aT01 J & R lar %lscon & Clara Phone: 407 323-4499 Street: 130 RaAt-Y Cir Resident of property? City, State Zip: c 7fcrdr EL 32771 Contractor Information Name Gillian TJJzVF10dda LlnivErsal lmofirrr Inc Phone: 407-648-8009 Street: 1808 Aare St Fax: 407-648--1070 City, State Zip: Crlmcbr EL 32805 State License No.: CC-CO57272 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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. I 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. 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. 6 :(11 lip Signa of Owner/Agent Date Signature of Contractor/Agent 11 i Date wiU-i an T uza Print Contractor/Aeent's Name SANDRA I TOYENS COMMISSION # FF923901 SAIVVKA I TUTCNG MY CO MMIS810N # FF923901MY EXPIRES October 04, 2019EXPIRESOctober04, 2019 so7 ecn C ,3 WkallotaryServka cam 4U7): Nlt143 Widalloury3wvkexom Owner/Agent is Personally Known to Me or Contractor/Agent is "Personally Known to Me or Produced ID Type of ID "FC" O L Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-5QS-0000-0200 Page 1 of 2 D-vldJof,rl8ori.CF4 Property Record Card PROPERTY Parcel: 33-19-30-SQS-0000-0200 APPRAISER Owner: BRUCKART CAROL 3 & TULLAR NELSON B & CLARA M SEMINOLECOlXf11 FlORIDA Property Address: 130 ROYALTY CIR SANFORD, FL 32771 I Parcel:33-19-30-SQS-0000-0200 I Property Address: 130 ROYALTY CIR Owner: BRUCKART CAROL J & TULLAR NELSON B & CLARA M Mailing: 130 ROYALTY CIR SANFORD, FL 32771 Subdivision Name: CROWN COLONY SUBDMSION Tax District: SI-SANFORD Exemptions: 00-HOMESTEAD (2004) DOR Use Code: 01-SINGLE FAMILY 1C.0 AUM r< 19 Legal Description LOT 20 CROWN COLONY SUBDMSION PB61PGS76-78 RDYAL--TY-Cl Value Summary 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 116,374 112,137 Depreciated EXFT Value 13,402 13,953 Land Value (Market) 28,000 28,000 Land Value Ag Just/Market Value 157,776 154,090 Portability Adj Save Our Homes Adj 38,145 35,408 Amendment 1 Adj Assessed Value 119,631 118,682 Tax Amount without SOH: 2015 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 2,304.43 1,583.82 720.61 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 119,631 50,500 69,131 Schools 119,631 25,500 94,131 City Sanford 119,631 50,500 69,131 SJWM(Saint Johns Water Management) 119,631 50,500 69,131 County Bonds 119,631 50,500 69,131 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 8/1/2003 1 05010 1182 148,800 Yes Improved WARRANTY DEED 1/1/2003 04694 0484 285,800 No Vacant Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value LOT I 1 28,000.00 28,000 Building Information Description Year Built Actual/Effective Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 2003 7 1,874 2,290 , 1,874 CB/STUCCO , $116,374 $122,177 iFAMILYFINISH Description Area GARAGE 360I i FINISHED http://www.scpafl.org/ParcelDetailInfo.aspx?PID=3319305QS00000200 1/19/2016 SCPA Parcel View: 33-19-30-5QS-0000-0200 Page 2 of 2 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=3319305QS00000200 1/19/2016 tr r IA 16.LAA—A11WKJIA'1111'I Igll t Itll I I t l a III 1 IF r I 1 111 11 N14 ilill H111 1111 IllyTHISINSTRUMENTPREPAREDBY. Name: Sandra Toyens Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: i:(•.+` ,•t, tl l' li_t1 .:3 r-.? •30'11rit:t.. l:. tiiF HS'[[. O - i h:i ii-_t' . U.ERK ,fir r ^IJ,6005R..: r ,fit• 1 d i ^.,}. , - : I.'t_tRT NG i :'c T1.Cl. 00 Parcel ID Number: 33-19-30-,5QS-0000-0200 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter p71 j3, Florida Statutes, the following information is provided in this Notice of Commencement. DLO tUT( jrOWnPI:O onyY5% iVIisio'rPitipybttieprgope an treet address if available) Royalty Ir an or , b I l S oo Replacemen i Arc iMec uraFlNShingles g OWNER INFORMATION: Name: Bruckart, Carol J & Tullar, Nelson B & Clara M Address: 130 Royalty Cir Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRA_ CJ'OR: U l ImName: Ljcp PcCIELiig Address: 18W Acne Sc LKiarm.r Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713,13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of, Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of y knowledge aq belief. Call) Cry 114 Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of [ i County of The foregoing instrument was acknowledged before me this day of F J L l 20 by cc1.l-D l i-0 mAI(A— Who is personally known to me Name of person making statement OR who has produced identification Q t pe of identification produced: 1 , ) i ' Q10 S SANDRAITOYENS M FF923901MY s??• COMMISSION 04. EXPIRES October NRTIFh COPY 93.0 J FbrldaNoiarYServira.comC- 0, 'P•. CRrO 0 C' V~ THCIFOURTAN Mitary:, ($'jignrar tureQ-71'407) 3 ;TLLF jtttok JHV 9 016SEMI,od'. tU, F'i RIDA iea se Tt'' BY EPUTYCLRIC LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I 11 /If, I hereby name and appoint: C 0.v OS i"1-e YZck-S Fladcb U i l Ong Inc an agent of: Name of Company) to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): OX The specific permit and application for work located at: 130 malty Cir Sarrtxd, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: `" 1-%'`"4'" Signature of License Holder: STATE OF FLORIDA COUNTY OF ar-- The foregoing instrument was acknowledged before me this 1 day of otn Gl 20 f (o Tamby 'an who is rsonally known to me or o who has produced as identification and who did (did not) take an o th. J , Notary Seal) SANOYENS MY COMMISSION N FF923901 EXPIRES October W. 2019 a07 , 39o.ou Rev.08.12) Signature — Print or type name Notary Public - State of F(OY)d-q Commission No. V—:V-2 3 O My Commission Expires: i0 I \1 Z019 FLORIDA UNIVERSAL ROOFING, INC. State Certified CC-CO57272 1808 Acme Street Phone 407/648-8009 Orlando, FL 32805 Facsimile 407/648-1070 PROPOSAL CONTRACT PROPOSAL SUBMITTED TO: PHONE: 407-323-4499 DATE: December 21, 2015 NAME: Bruckart, Carol JOB NAME: Bruckart Residence STREET: 130 Royalty Cir STREET: SAME CITY, ST, ZIP: Sanford, FL 32771 CITY, ST, ZIP: ATTN: ROOF REPLACEMENT We hereby submit Specifications and Estimates for: DEMOLITION AND PREPARATION FOR INSTALLATION OF NEW SHINGLES: 1.1. Remove existing one (1) layer shingle roof and felt paper underlayment to expose wood roof deck. 1.2. Inspect wood decking, fascia, and trusses and repair defective or decayed wood at the additional rate of 60.00/ man hour plus materials. 1.3. Re -fasten roof sheathing as mandated with .113" ring shank 8D decking nails and install simplex fasteners at 6" on -center spacing in shingle felt laps and 12" on -center staggered in the field as a secondary water barrier in accordance with current `My Safe Florida Home' standards. SHINGLE ROOF INSTALLATION: 2.1. Install new shingle roof as follows: A. Secure underlayment to comply with ASTM D226, Type II, or D4869, Type IV or D6757 shingle underlayment to deck as dry -in and roof system vapor barrier. Shingle underlayment to be fastened with: a) 3 " minimum laps on —26° pitched slopes; b) 16" minimum laps on —16° pitched slope. B. Install new valleys using ASTM D1970 modified bitumen self -adhering roof membrane and closed cut shingle method. C. Fasten shingles with 1 '/d' roofing nails in accordance with manufacturer's written specifications and local building codes. . Type of fiberglass shingles: Architectural Algae Resistant (Color) to be chosen by Owner. 7— ../' - A6 mac, e9G'Y 2.2. Remove and replace four (4) existing lead plumbing vent stacks. 2.3. Remove and replace two (2) paint finished galvanized gooseneck vents (color• lac brown, or white). 2.4. Remove existing drip edge flashing and replace with new 6" galvanized eave drip flashing, excludes existi drip edge flashings entrapped by gutters that are not being replaced (color: black, brown, or ite ATTIC VENTILATION MODIFICATIONS: Off -Ridge to Lomanco 770D vent 3.1. Remove one (1) existing off -ridge vents and the plywood sheets that have been cut with rough openings that correspond to these attic vents. Replace wood sheathing in all areas of off -ridge vents with % " CDX plywood sheathing — woodwork labor and material) associated with ventilation modifications are included in proposal. 3.2. Cut three (3) rough openings into the roof sheathing so that they are positioned approximately twenty- four (24) inches below the backside of the main ridge of the home. 3.3. Install three (3) Lomanco 770D painted aluminum vents into the roof assembly (color• lac brown, or white). 3.4. , Note: The change from Off -Ridge Vents to Lomanco 770D Vents increases the attic roof venting from 105) square inches of Net Free Vent Area existing to approximately (420) square inches of Net Free Vent Area, an increase of 300%. There are multiple benefits resulting from the increased attic venting; it ensures the manufacturers warrantee, substantially extends the life of your roof and will positively impact your overall air conditioning costs. BIRD'S MOUTH TRANSITION FLASHING: 4.1. Remove and dispose of any existing L-type flashing as needed in disparate bird's mouth roof slope transitions. 4.2. Install modified bitumen self -adhering roof membrane so that it extends throughout the length of the valleys and so that it extends over the fascia of the bird's mouth transition. 4.3. Install 4" x 5" x 9" galvanized steel L-flashing sections in the bird's mouth transitions so that they cover the newly installed modified bitumen bird's mouth transition backer-flashings. 4.4. Install new drip edge flashing so that it covers and obscures both the newly installed backer -flashing as well as the newly installed galvanized steel L-flashing sections at the bird's mouth transition. DEAD VALLEY: (30 SF) 5.1. Apply asphaltic primer directly existing modified bitumen cap. 5.2. Fully embed one (1) layer of CertainTeed Flintlastic modified bitumen SA granulated capping sheet with modified cement, so that all the horizontal and vertical surfaces of the existing modified bitumen cap sheet in the low -slope roof assembly are completely covered. 5.3. Seal all cuts and non -factory edges of the CertainTeed Flintlastic modified bitumen SA capping sheet membrane with modified roofing cement. Broadcast and embed ceramic granules into any excess roofing cement that emerges as a result of finishing seam compressions. GUTTERS: 6.1. Gutters are to remain intact. ADDITIONAL NOTES: 7.1. Upon completion, all work shall be inspected for soundness and all job -related debris will be removed from the job site. 7.2. This Proposal includes all permit fees and inspections required by corresponding city or county municipality. Florida Universal Roofing, Inc. will furnish a Five (5) Year Warranty against all leaks under normal wear and tear. Florida Universal Roofing, Inc. reserves the right to make any changes deemed necessary to improve the application procedures. We hereby propose to furnish labor and materials in accordance with the above specifications, for the sum of: Nine Thousand Five Hundred Eighty One ands28/100D61lars($9,581.28) with payment to be made as follows: (check or money order Due Upon Completio). All material is guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from above specifications or any necessary work to correct unforeseen conditions involving extra costs will become an extra charge over and above the estimate and will be billed on a time and material basis at an hourly rate of $60.00 per man hour plus materials. If"Additional Insured" certificate of insurance is required, an additional $200.00 will be added to the contract price. All agreements are contingent upon strikes, accidents, or delay beyond our control. A finance charge of 1.5% per month will be assessed on all unpaid balances after 30 days. This proposal is subject to acceptance within 30 days and is void thereafter at the option of the undersigned. All terns and conditions on the reverse side of this Proposal Contract are part of this Contract. ACCORDING TO FLORIDA's CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY THEIR SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED, YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER" FLORIDA's CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Authorized Signature: John Tucker ACCEPTANCE: The above prices, specifications and conditions are hereby accepted. You are authorized to do the work specified. Payment will be made as outline above. Date: 1 Signature: FLORU-1 OP ID: MJ CERTIFICATE OF LIABILITY INSURANCE DATE_ 015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Phone: 407-660-8282 Brown & Brown of Florida, Inc. 2600 Lake Lucien Dr., Ste. 330 Fax: 407-660-2012 Maitland, FL 32751-7234 John DeStefano, MBA, CIC, CRM CONTACT PHONE FAX c No E A/C No): E-MAIL ss: INSURERS AFFORDING COVERAGE NAIC # INSURER A: Southern Owners Ins. Co. 10190 INSURED Florida Universal Roofing, Inc 1808 Acme St Orlando, FL 32805 INSURER B : Bndgefield Employers Ins. Co. 10701 INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES -OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE ADDL S B POLICY NUMBER MMIDDY MM/DDffYYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FKOCCUR 72121681 06/26/2015 06126/2016 EACH OCCURRENCE 1,000,00 DA AGE To RFNTEU- PREMISES IEa occurrence 300,00 MED EXP (Anyone person) 10,00 PERSONAL & ADV INJURY 1,000,00 GENERAL AGGREGATE 2,000,00 GEN' L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC JECTAUTOMOBILE PRODUCTS - COMP/OP AGG 2,000,00 LIABILITY ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON - OWNED AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident A X UMBRELLALIAB EXCESS LIAB X OCCUR CLAIMS - MADE 48-448698-00 06/26/2015 06/26/2016 EACH OCCURRENCE 1,000,00 AGGREGATE 1,000,00 DED I I RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY/N OFFICER/ MEMBER EXCLUDED? Mandatory In NH) If es, describe under DESCRIPTION OF OPERATIONS below N / A 830- 36542 06/26/2015 06/26/2016 X WC STATU- OTH- O I E E. L.EACH ACCIDENT 1,000,00 E. L. DISEASE - EA EMPLOYEE 1,000,00 E. L. DISEASE - POLICY LIMIT 1 000 00 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) CERTIFICATE HOLDER CANCELLATION SANFOR6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford tYTHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 300 North Park Ave. Sanford, FL 32772 AUTHORIZED REPRESENTATIVE E ACORD 25 (2010/05) 1988- 2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD LLI '_ J RICK SCOTT, GOVERNOR _ __ __ KEN LAWSON. SECRETARY STATE •OF; MORIDA DEPARTMENT.OI=.BU-SiNESS AN,-D--RROFESSIONAL REGULATION CONSTRUCTIO"STRY L'tEEiVSII7G'BOARD i „.,; N72 Tt 1e00FNG-GOWTRACTOR-'. Narxfed;tieloj"niF1SnGER IFI,ED•. • _ - ' w,,..r«,,•-.;.; - - . y .' , . -_ y: tai del'tMe pro¢islons•ofChapter'489. FS: - -- •.. ^ xpira ioc-date AUG`3;7016•-,-. _ - _ : •`'.-,•:-. ' • .,- '•. • 1. r -' _ - _ „_ ... _...,c,•, y ,__`ti _ tie • ,•,' ", Ftr0RIWJJN1LVE _ - f . - ; F ,r `- k ~ ''; •' MEy-T «--_• r.:s<: ,.*=—" f— ".- 4'x`-""'.`'" • ' • ` r€ai-'•ts, E `'- ' ~ ' •ftew-MM. s^:` .. e. ' _ c..'""'+..,.' ~ "• • : K, '9 ` ' yam S `` ' ,' •'•' ". .. ' _ _._ ., t. f .. _ ..-• . % • - r_ ..C""^ - x9 . 3 "„ , h ; ... , t ' by ._ i• tr-.C:._../' - .__ _ Y. p'.`V _ f .•.J,.. :mac--.s.__ •...L:_-.--.. ._ ISSUED: 07/09/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1407090001013 iwful auttiocilies:'fiisieceiPt. 1806': PROOFING TOTAL TAX=7g •:•;.",..;,r t:;$60.00.: .: .. - ;-=: - PRE)`/IOUSL1G;` « $60 00: ; _ =• y: c" U=.ORL•A?VDQ;,328D5`:r:`a=' .. PAI4 `$GO`:00.•';OU99-00677385: 7/17•/2015 rdinance. Businesses,aresubje"ctto reputation ofzoning, health and o alty,is;atldedOcto6e 1: l -` 1.806=0962537 • . • S OFFICE •:: $30 ;00 ' .10 EMPLOYEE - T ZA,V111LLIAM. ORIDA UNIVERSAL ROOFING INC OUZA WILLIAM 1808 ACME ST ORLANDO FL32805-3606 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address. 130 Rz:alty Cir mod, FL 3ZM As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 w) 01 Ah IA Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles wilco EL i CIS - e- 1 Underla ments Se ed s dS I i z a—Ccj 3 1RoofingFastenersIC- 0j d- Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen C-eV l nA--056 MOat IZ 3 Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating ct n GlL_ C-OYFOYLL-Al of ASQha 4 Cee F oa--emu Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents I,00av)LO Inc 70b 00 OJv r VC3`799--" a- June Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 as rAQ-cPR?fpn_= A9On OHFP` 087E bil'ISiDNS .FofAcTDePl; Submit Surcharge Slats & Facts i Publications FBC Staff Product Apmroval Menu > Product or Application Search > Application list Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Aoolications I&Y-) 101.1- r ) hi 2014 FL# ALL ALL Product Manufacturer Roofing Subcategory Approved Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Dl NA- "ea — CertainTeed Corporation -Roofing Underlayments ALL ALL ALL ALL ALL ELA T e Manufacturer Validated By Status CertainTeed Corporation -Roofing John W. Knezevich, PE Approved vision Category: Roofing 954) 772-6224 Subcategory: Underlayments R35692-RI Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments FL16543-111 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments Approved by DBPR. ADDrovals by DBPR shall he ravinwnd and otiriod and/or the Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-4B7-18Z4 The State of Florida is an AA/EEO employer. 1;oovripht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply apersonaladdress, 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 h Product Approval Accepts: rr'e;-dit CArFE Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 developed Robert Nieminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL11288 R13 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4601 2004 ASTM D4869 2005 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6757 2007 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FRSA/TRI April 2012 (04-12) TAS 103 TAS 110 Method 1 Option D 03/16/2015 03/24/2015 03/26/2015 06/22/2015 2012 1995 2000 FL # Model, Number or Description Name 11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings. Underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FL11288 R13 II 2015 03 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- R13,12dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-555.0 Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: 1.) The DP in this application pertains to a particular application for use Evaluation Reports FL11288 R13 AE 2015 03 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- R13 finadhesive -set tile applications. DP is N/A for underlayments installed beneath Created by Independent Third Party: Yes mechanically attached prepared roof covers. 2.) Refer to ER Section 5 for other Umits of Use. sacir Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuantto Section 45S. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: RFNW securityhtL•- rR[cs- TTPRJNITYIERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization ##9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 i PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 11610.09.08-R14 FL11288-R13 Date of Issuance: 09/03/2009 Revision 14: 03/12/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed 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. TrinitylERD 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 7. 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 03/12/2015 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF 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 lERD 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. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underiayments, as produced by CertainTeed Corporation, 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 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3 Physical Properties ASTM D226 2006 1507.2.3 Physical Properties ASTM D4869 2005 1507.2.3 Physical Properties ASTM D6757 2007 1507.2.4, 1507.2.9.2, 1507.5.3 Physical Properties ASTM D2970 2009 1507.10.2 Physical Properties ASTM D4601 2004 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 FRSA/TRI April 2012 (04-12) Underlayment Installation References 2012 3. REFERENCES: Entity Examination Reference Date ERD M6049) Physical Properties C7290.01.08 01/16/2008 ERD M6049) Physical Properties C8440.04.08 04/28/2008 ERD M76049) Physical Properties C9560.05.08 05/25/2008 ERD (TST6049) Physical Properties C10080.09.08-R1 04/17/2009 ERD (TST6049) Physical Properties C12960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-111 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08-R1 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-112 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/01/2010 ERD (TST6049) Physical Properties C31840.05.10 05/10/2010 ERD (TST6049) Physical Properties C31860.05.10 05/18/2010 ERD M6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST6049) Physical Properties C35460.05.11 06/16/2011 ERD (TST6049) Physical Properties C34940.09.11-R1 10/04/2011 ERD (TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD(TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Physical Properties C31410.10.10-R1 11/02/2012 ERD (TST6049) Physical Properties C45240.01.14-1 01/15/2014 ERD (TST6049) Physical Properties C32930.01.11-R2 01/20/2014 ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014 Mn (TST2508) Physical Properties 0X08C4A 03/22/2004 MTI (TST2508) Physical Properties TX1486A-001 02/27/2006 MTI(TST 2508) Physical Properties TX14B6B-002 03/13/2006 M71 CM 2508) Physical Properties TX14136F-006 03/13/2006 Mn (TST 2508) Physical Properties TX1486E-005 03/13/2006 PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI(TST5878) Physical Properties CTC-075-02-01 02/15/2011 PRI(TST5878) Physical Properties CrC-067-02-01 08/08/2011 PRI(TST5878) Wind Uplift CrC-112-02-01 12/12/2011 PRI(TST5878) Physical Properties CTC-163-02-01(x3) 05/10/2013 PRI(TSTS878) Physical Properties crc-189-02-01 11/18/2013 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 31610.09.08-R14 Certr7icate of Authorization #9503 FL11288-1113 Revision 14: 03/12/2015 Page 2 of 7 QO-rRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 WinterGuardTM' HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment. 4.1.2 WlnterGuardTM Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuard " Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 MetaLaymentTM is a self -adhering, film -surfaced, waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164, Grad G, Type I requirements. 4.2 Torch Applied Underlayments: 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meeting ASTM D6222, Grade G, Type I requirements. 4.3 Asphalt Applied Underlayments: 4.3.1 Flintlastic GMS or Flintlastic Premium GMS is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and II requirements, respectively. 4.4 Mechanically Attached Underlayments: 4.4.1 Flintlastic SA NallBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D4601, Type 11 requirements for use as a mechanically attached base -layer in multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTM D6757 requirements. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD 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 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 CertainTeed 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 11610.09.08-R14 Certificate of Authorization u9503 FL11288-1113 Revision 14: 03/12/2015 Page 3 of 7 MINK 1 TRINITY I ERD 5.5 Allowable roof covers applied atop CertainTeed underlayments are as follows: 5"y5'.•"it'' :,'cI ts.Sv"r _- aBrc'R00%Covcis _ 5 ti o=.,F i.`^L2'y , F' :y?r ,y_:..,.,.,, mr. y ;•iR' ;€ :.. =_,. ,:-, OPTIONS 3t t M v srar,.<.. a.::?F "3' , 1 _ .n -G Underlayment Asphalt Nail -On Tile Foam -On Mortar -Set Metal Wood Shakes & SlateShinglesTileTile Shingles Roofers' Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand or Granular Yes No No No No Yes Yes Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes es Yes No Yes YesSee5. Flintlastic SA Cap FR No Yes No No No Yes Yes MetaLayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes es Yes No Yes YesSee5. Flintlastic GMS or Yes Premium GMS No Yes See S.S.1 Yes No Yes Yes 5.5.1 "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. 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. Dow TILE BOND' Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: New or existing plywood D ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: D New or existing plywood; ASTM D41 or FlintPrime SA primed new or existing plywood; ASTM D41 or FlintPrime SA primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: ASTM D41 primed structural concrete. 5.6.2 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile 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 April 2012 (04-12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6.2.1 Maximum_DesiRn Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AH1. Primer: ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 5.6.2.2 Maximum Design Pressure =-555psfPressure = -555 asf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 or FlintPrime SA. Base: Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. Evaluation Report 11630.09.08-R14 Certi lcate of AuthorIzodon #9503 FL11288-1113 Revision 14: 03/12/2015 Page 4 of 7 QOTRINITYIERD 5.6.2.3 Maximum Design Pressure = -105.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime SA or ASTM D41 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.2.4 Maximum Design Pressure = -127.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime SA Joints: Min. 4-inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.2.5 All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set the systems carry a Maximum Design Pressure of -45 psf. 5.6.3 Bond to Base Laver Underlayment: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM D226, Type I or it felt. D Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or II felt. D Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MiclPly. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on or mortar -set tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that detailed below. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6.3.1 Maximum Design Pressure = -37.5 psf: Deck: Min. 15/32-inch•plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type II felt or Flintlastic SA NailBase mechanically attached with 12 ga., lY.-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps spaced 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.2 Maximum Design Pressure = -52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with min. 1-inch long, 12 ga. Simplex Metal Cap Nails spaced 6- inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.3 Maximum Design Pressure = -60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with 12 ga., 1Y4-inch long galvanized ring shank nails through 32 ga., 15/8-Inch diameter tin caps spaced 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.4 Maximum Design Pressure = -75.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with 12 ga., 1Y..-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps spaced 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. Evaluation Report 11630.09.08-R34 CertiTicate of Authorization #9503 FL112MR13 Revision 14: 03/12/2015 Page 5 of 7 ll!AII N A1 TRINITY I ERD 5.6.3.5 Maximum Design Pressure = -105.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with 12 ga., 3Y-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps spaced 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) staggered rows in the Held of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.7 Exposure Limitations: 5.7.1 Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure In Section 6. 5.7.2 Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. 5.7.3 Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. 5.7.4 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base - layer In a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed 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 primed the substrate (if applicable). 6.3 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid -layer in multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table 1. 6.4 Black Diamond Base, Flintlastic SA Cap or SA Cap FR, WinterGuard or MetaLayment: 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 44hch and end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. 6.4.2.2 Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 6-inch end laps and T-seam detailing. 6.4.2.3 Consult CertainTeed instructions regarding back -nailing requirements. 6.4.3 For tile applications (Flintlastic SA Cap, SA Cap FR only): 6.4.3.1 Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.4.3.2 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, 5th Edition and Table 1 herein. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R14 Certificate of Authorization #9303 FL11288-R13 Revision 14: 03/12/2015 Page 6 of 7 7. 8. 6. TRINITY I ERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset 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. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or Flintlastic Premium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, 5th Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset 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. 6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by %-inch. Overlap ends (vertical laps) at least 4-inch and sides horizontal laps) at least 2-inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by Yz-inch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses up the roof slope, overlapping the previous course by 19-inch in "shingle -fashion". Overlap ends at least 12-inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 11630.09.08-R34 Certificate of Authorization #9503 FL11288-1113 Revision 14: 03/12/2015 Page 7 of 7 o e i FbMa DeParncrn« BCIS Home Log In i User Registration Hot Topics i Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Links j Search , Busines Professl ' I *USER: Product Approval Public User Regulation Product Approval Menu > Product or Application Search > Application List I Search Criteria Refine Search Code Version 2010 FL# ALL Application Type ALL Product Manufacturer ALL Category Roofing Subcategory Roofing Fasteners Application Status Approved Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Searcn tcesuiis It. FL# Type Manufacturer Validated By Status FL699-116 Revision OMG, Inc. Robert J. M. Nieminen, PE Approved History Category: Roofing 203) 262-9245 Subcategory: Roofing Fasteners FL4500-R2 Revision Altenloh, Brinck and Co. U.S., Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Roofing Fasteners FL16937 New Simpson Strong -Tie Co. Shawn G. Collins, PE Approved Category: Roofing 813) 235-8712 Subcategory: Roofing Fasteners FL 731 Ne Peak Building Products Locke Bowden Approved Category: Roofing 334) 300-1800 Subcategory: Roofing Fasteners ApP - pprovals by DBPR shall be rev dno muucu ur u.c Fv ail Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply apersonaladdress, 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: cClmcY EM Creditsand a OBPRHW.IE J BCUi_UBFP' CBk1341'<151i5`t5 COIYTACi;0 FA Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17315-RO Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Peak Building Products Address/Phone/Email 3890 West Northwest Hwy Suite 400 Dallas, TX 75220 214) 956-5100 bpupp@rsgroof.com Authorized Signature Brett Pupp bpupp@rsgroof.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Fasteners 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 developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity FM Approvals - CER Quality Assurance Contract Expiration Date 12/31/2015 Validated By Locke Bowden a Validation Checklist - Hardcopy Received Certificate of Independence FL17315 RO COI Evaluation Report RSG14003 Fasteners FINAL.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.2 Product Approval Method Method 2 Option B Date Submitted 10/21/2014 Date Validated 10/22/2014 Date Pending FBC Approval 10/27/2014 Date Approved 12/15/2014 Date Revised 04/14/2015 Summary of Products FL # Model, Number or Name Description 17315.1 Peak Roofing Fasteners Fasteners and stress plates for roofing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17315 RO II Evaluation Report RSG14003 Fasteners Approved for use outside HVHZ: Yes FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL17315 RO AE Evaluation Report RSG14003 Fasteners FINAL.odf Created by Independent Third Party: Yes Sack Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(i), 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 ad h lable to the public. To determine if you are a licensee under Chapter s, F.S., please Product Approval Accepts: sChxl. CreditSArh Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT 2010 FLORIDA BUILDING CODE Manufacturer: PEAK BUILDING PRODUCTS Issued October22, 2014 3890 W. Northwest Highway, Suite 400 Dallas, TX 75220 214) 956-5100 http://www.rsqroof.com Manufacturing Plants: Itasca, IL Agawam, MA Quality Assurance: FM Approvals (QUA1860) SCOPE Category: Roofing Subcategory: Roofing Fasteners Code Sections: 1714.2 Properties: Physical Properties REFERENCES Enti Report No. Standard Year FM Approvals (TST1867) OHOA7 FM 4450 1992 FM Approvals (TST1867) 2Y6A5.AM FM 4450 1992 FM Approvals (TST1867) 3D3Q8AM FM 4470 1992 FM Approvals (TST1867) 3041535 FM 4470 1992 FM Approvals (TST1867) 3042374 FM 4470 1992 FM Approvals (TST1867) 3051348 FM 4470 1992 PRODUCT DESCRIPTION & APPLICATION Peak Standard RoofGrip Phillips head, modified buttress thread, carbon steel fastener with CR-10 coating for Drill Point Fastener the mechanical attachment of roof insulation and membrane assemblies. Dimensions: #12 x Max. 8-inch length 3 Phillips Truss head; 0.435-inch diameter 0.22-inch thread diameter 0.16-inch shank diameter Roof Decks: Min. 22 ga. steel Min. 3/4-inch penetration through steel at top flute Min. 19/32-inch plywood Min. 1/2-inch penetration through plywood Min. 1-inch wood plank Min. 1-inch embedment into wood plank Peak Heavy Duty Roofing Truss head, self -drilling, pinch point, high thread fastener with CR-10 coating for the Fastener mechanical attachment of roof insulation and membrane assemblies. Dimensions: #14 x Max. 16-inch length 3 Phillips Truss head; 0.435-inch diameter 0.245-inch thread diameter 0.19-inch shank diameter RSG14003 FL17315 Page 1 of 3 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. PEAKAK BUILDING PRODUCTS Peak Fasteners TECHNICAL SERVICES, LLC Peak Heavy Duty Roofing Roof Decks: Min. 22 ga. steel Min. 3/4-inch penetration through steel Fastener (continued) Min. 15/32-inch plywood Min. 3/4-inch penetration through plywood Min. 1-inch wood plank Min. 1-inch embedment into wood plank Min. 3,000 psi concrete Min. 1-inch penetration into 3/16-inch pilot hole predrilled 1/2-inch deeper than embedment into concrete Peak Extra Heavy Duty Truss head, self -drilling, drill point, high thread fastener with CR-10 coating for the Roofing Fastener mechanical attachment of roof insulation and membrane assemblies. Dimensions: 15 x Max. 16-inch length 3 Phillips Truss head; 0.435-inch diameter 0.265-inch thread diameter 0.202-inch shank diameter Roof Decks: Min. 22 ga. steel Min. 19/32-inch plywood Fasteners must always be tested on site by an OMG representative to determine performance and proper installation procedures. Peak 3" Galvalume Plate Round galvalume plated steel stress plate with reinforcing ribs for use with Peak fasteners in the mechanical attachment of roof insulation. Dimensions: 3-inch round LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. Structural integrity of the roofing substrate or assembly is not within scope of this evaluation. Refer to the appropriate product approval for installation of these components within an Approved roof assembly. 3. Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4. Applications are valid for new and existing roof systems. 5. All roof surfaces shall be prepared as per manufacturer's instructions. 6. Products shall not be applied in inclement weather conditions. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. RSG14003 FL17315 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnicalServices, 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 PEAK BUILDING PRODUCTS Peak Fasteners TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2010 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. 0%1111111 11IR. p ,r4i CENS.F j`'. No 74021 2014.10.22 :.. STATE OF 06:59:45-04'00' 0' &'- f 0 R t O Q='N Zachary R. Priest, P.E. Cl> Florida sS;O N M : Organization No. ANE9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing 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 RSG14003 FL17315 Page 3 of 3 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 specifically addressed herein. Y. A-M FA Submit Surcharge ( Stats & Facts ! PUWlcations ! FBC Staff aCIS Site Map ! Links Search y......,,. Praduc. AooroYal Menu > Product or Aopliption Search > Application List > Application Detail FL1956-Rll FL # Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kern eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles i Compliance Method Certification Mark or Usting Certification Agency UL LLC Validated By Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved umma ry of Products f9L.# IModek Number or Name 1956. 1 j Elite Glass -Seal Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other. Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. 03/ 20/2015 04/ 02/2015 04/ 06/2015 Description A three tab asphalt shingle. Certification Agency Certificate FL1956 Ril C CAC Tamko Sery Conf FL 1956 2012.odf FL1956 Rli C CAC UL certificabon 10-11-12.pdf Quality Assurance Contract Expmtion Date 10/ 10/2015 Installation Instructions FL1956 R11 II Glass Seal Elite Glass Seal aoo instpdf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956 2 fGiass-Seal A ree tab asphalt shingle Limits of Use Certification Agency Certificate R11CCACTamkoServ. Conf FL 1956 M 2 p__dfApprovedforuseinHVHZ: No 1956 FL1956 Rll C CAC UL certification 10-11-12.pdf ApprovedforuseoutsideQuartyAssuranceContractExpirationDateHVHZYesImpact Resistant: N/A 10/10/2015 Instanation Instructions DesignPressure: N/A other. Asphalt shingles shall be FL1956 R11 IT Glass Seal Elite Glass Seal anp instDdf VerifiedBy: Robert Nieminen PE 59166 usedonlyonroofslopesof2:12 Nails must be used Created by Independent Third Party: No or greater. as the method of attachment. Evaluation tyReportsdepedent Third Party: 11956. 3 I Heritage A dimensional asphalt shingle. - Limits of Use Certification Agency Certificate f f Approved for use in HVHZ: No Approved for use outside FL1956 RI C CAC UL cerbficabonnl0-1112.od56 Assurance Contract Expiration Date HVHZ: Yes Impact Resistant: N/A Quality 10/ 10/2015 Instanatlon Instructions DesignPressure: N/A IOther. Asphalt shingles shall be I FL1956 R11 II Heritage D F J P app inst.odf used only on roof slopes of 2:12 Nails must be used FL1956 RSl II Heritage F ._app mst.odf FL19% R11 1 Heritage T app inst.odf 9166 orgreater. as the method of attachment. ed by Independent Third Party: CreatedEvaluation Reports i Created by Independent Third Party: 11956. 4 i Heritage 30 A dimensional asphalt shingle. I Limits of Use Certification Agency Certificate FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.odf ApprovedforuseinHVHZ: No Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.odf Date quality, Assurance Contract Expiration HVHZYesImpact Resistant: N/A 10/10/2015 Design Pressure: N/A Instanation Instructions Asphalt shingles shall be FL1956 Ril II heritage 30 app inst aoril 10_pdf Other. only on roof slopes of 2:12 R-1956 R11 IIheritage 30 app inst f aoril lO.Ddf used or greater. Nails must be used Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No as themethodofattachment. Evaluation Reports i Created by Independent Third Party: 1956.5 f Heritage 50 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other. Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. A dimensional asphalt shingle. Certification Agency Certificate FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.Ddf FL1956 RIL C CAC UL certification 10-11-12. f Quality Assurance Contract Expiration Date 10/10/ 2015 Installation Instructions FL1956 R11 II heritage 50 ano inst april 10.Of FL1956 Rll II heritage 50 app inst f apnl 10.Ddf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: f 1956.6 1 Heritage Premium I F A dimensional asphalt shingle. Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf R- 1956 2012.pdf i Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions I Other. Asphalt shingles shall be FL1956 P11 II Heritage Premium D P app inst.pdf used only on roof slopes of 2:12 FL1956 R11 II Heritage Premium F app inst.pdf or greater. Nails must be used R-1956 R11 II Heritage Premium T app inst.pdf as the method of attachment. Verified By: Robert Nieminen 59166 iI Created by Independent Third Party: No j ( Evaluation Reports Created by Independent Third Party: 1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL1956 R11 C CAC FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012.pdfR-1956 R11 C CAC UL shingle matrix.pdf fIApprovedforuseoutside HVHZ; Yes Quality Assurance Contract Expiration Date I Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other. Asphalt shingles shall be FL1956 R11 II Heritage Vintage app inst pdf used only on roof slopes of 2:12 Verified By: Robert]. M. Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No j as the method of attachment. Evaluation Reports Created by Independent Third Party: 11956.8 Heritage Vintage Hip and ridge shingles 112X12Hip and Ridge Limns of Use I Certification Agency Certificate IApproved for use in HVHZ: No FL1956 R11 C CAC FL1956 R9 C CAC Tamko Sery Conf FL 1956 Z012.odf Approved for use outside FL1956 R11 C CAC UL shingle matrix.pdf HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A other. Asphalt shingles shall be Installation Instructions FL1956 Rii II TAMKOM HeritageO 12 x 12 Hip and Ridge Application Instructions.pdf Verified By: Robert]. M. Nieminen PE 59166 usedonlyonroofslopesof2:12 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluatian Reports Created by Independent Third Party: t 1956. 9 Heritage A dimensional asphalt shingle. i Woodgate Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 Rii C CAC Tamko Sery Conf FL 1956 2012.pdf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.pdf HVHZ: Yes Quality Assurance Contract Expiration Date 1 I Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other. Asphalt shingles shall be FL1956 R11 II Heritage Woodgate D app inst pdf used only on roof slopes of 2:12 FL1956 R11 If Heritage Woodgate F app instpdf or greater. Nails must be used Verified By: Robert Nieminen 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: I i 1956. 10 { Heritage XL A dimensional asphalt shingle. j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.pdf Approved for use outside F11956 R11 C CAC UL certification 10-11-12.pdf HVHZ: YP5 Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions other. Asphalt shingles shall be FL1956 R11 II heritage A app inst d aorii l0.pdf f' used only on roof slopes of 2:12 FL1956 R11 II heritage A app inst f april 10.pdf i I or greater. Nails must be used Verified By: Robert Nieminen PE 59166 I` as the method of attachment. Created by Independent Third Party: No IIEvaluationReportsCreated by Independent Third Party: 1956. 11 Hip and Ridge Hip and ridge shingles Shingles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.pdf Approved for use outside F71956 RII C CAC UL certification 10-11-12.26f HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Hip and Ridge shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Quality Assurance Contract Expiration Date 10/10/2015 Installation Instructions FL1956 R11 II 12.25x12 Hip and Ridge.pdf FL19S6 R11 II 12 x 12 Hip Ridge Anolication Instructions.Ddf FL.1956 R11 II 12-1-4x12 HIDRidge Sealant Dab Illustrations.pdf FL19S6 R11 II 12xlZ HinRidge Sealant Dab Illustrations_pdf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: r'•1LrC El Contact Us :: 1940 North Monroe street. Tallahassee Ft_ 32399 Phone: 850-487-1824 711E State of Florida Is an AA/EE0 employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: Arsssibility statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please contact 1351487.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 11 2012, licensees licensed lender Chapter 45S, F.S. must provide the Department with an email address if they have one. The emalts provided may be used for official commureotion with the licensee. However email addresses are public record. If you dii not wish to supply a persmal address, please provide the Department with an email address which can be made available to the public To determine if you are a rrr>'nsee render Chapter 455, F.S., please dick here . Product Approval Accepts: CreditSCaard 1 Application Instructions for TAMKO HERITAGE 30 BAIIiG pS08IICTS UMMM il>N7 8 irtii SHINGUM Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT I$ COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40'0, CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. L lM DM These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied property. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to property prepare the surface to be roofed over. NEW R)OF DECK CONsMUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD; Ail plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 In. thicilmess and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and - groove boards and not over 6 in. nominal width. Boards shall bea1in. nominal minimum thickness. Boards shall be property spaced and nailed. L VEMMON Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. iT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate searing, apply 4 quarter -sized dabs of TAM -PROS Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the undertayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. if the fasteners are not placed as shown in the diagram and described below. this will result in the termination of TAMKO' s liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty. See limited warranty for details. FASTENING PATTERNS. Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with sk pes 2 in. per foot to 21 in. per foot) One fastener 1 in. back from each end and one 13-1 /2 in. back from each end of the shingle for a total of 4 fasteners. ( See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND EXPOSURE 53l8' 1--' -- 12-1/2°-+-• 12-W 12-1/2—+ -lu Continued) I Central District 220 West 4th 5t., Joplin, MU b4tsul ouu-vl+I- roU a I — Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Visit Our Web Site at Southeast District 2300 35th St, Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 TAMKU PRODUCTS CONTINUED from page 1) HERITAGE 30 UNHUMM Astor seu OLn Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. back from each end and one fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND MGM WIND FASTENING PATTERN NAL zoNE FASiENERS COMMON BOND E5 5•XPOSURE51 j s 7_i2ar• 7-318° 7-1/L 7- v+ l 1. 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener g- 1/2 in. backfrom each end and one fastener 16 in. backfrom each endfor atotal of sox (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO alsorequirestheuseofthefollowingTAMKOproducts: TAMKO felts or underlayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coataigs products where required; TAMKO ventilation where required, TAMKO starter shingles tf available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit (See Mansard and . High Wind Fastening Pattern illustrated above.) IAA . TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/ 4 in. into the roof deck Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. v. Vwb Odwo eaproperiy omen LJ, 1 3W miadiametu ,mdemdven ovWmW mookea Asptoft F— s Oddng yr aomrtul ( s vex coo deep, ors kwdequ&t ad tBt54 wiM aarace penetration into slm,gle a..ho g. STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 314 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Properly Driven Improperly Driven undad6ven ovedriven aaoked shDeddng ies E CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL zONE/ COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. iDNDERU MF.lIR UNDERLAYMENT. An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. if left exposed, the underlayment felt pray be adversely affected by moisture and weathering. Laying of the underlayment and the shingle application must be done together. Products which are acceptable for use as underayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type 1 or ASTM D4869, Type I Any TAMKO non -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plue waterproofing underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as shingle undedayment. S. A"MIi:AT en MSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 318 in. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11 Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Visit Our Web Site at Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228--2656 tamko. com Southwest District 7910 S. Central Exp., Dallas, TX 75216 80043-1834 800-530- 8868 s Western District 5300 East 43rd Ave., Denver, CO 80216 CONTINUED from page 2) CATMKO HERITAEE7 30i BOt6DLAMiNATM UPIMT SHINGM i6 P ODQ Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE AppUCATiON; Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingle29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the retraining 16-3/8 in. piece of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure ( see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are8in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. snt course ar, worse and eaase 2ndcaase lstwase Leu, ota AM eoorse sbagm b make 2V and a to 3/8- tr gOLCsatameddupleamaima23'20 zr 17 qq ga9n y po'e3n a hra. 6Rbnhy yaa29'. aS. 763b' a,d to Sat tengdn. as yw to see. ease stagtes„an ro aas ma sve m.rsc. ecawe wallat5 YWt my across me noon. vmm you make you 3. rm a3 « o-s +kvear attees mx a- a kxga backeme the ns(.T1+e5E o axsca7 ce waked in anynhere a.ithoea M21ifVA*v rarerVMI". Nam Do aata6gt, joudeors ag eo,ases wrten weda,q in na places.. lob,ts st Wd be M doss man a- hom are a,oem, S. LAW SLOPE APPUGATiON On pitches 2 in. per foot to 4 in, per foot cover the deck with two layers of asphalt saturated felt Begin by applying the felt in a 19 in. wide strip a" the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overlapping it. AN succeeding courses will be positioned to overlap the preceding course by 19 in. If wintertemperatures average 25°F or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Pius® self -adhering waterproofing underlayment may be used in lieu of the cemented felts. 9. MMSABO ROOF 06 STEEP SLALE ROOF if the slope exceeds 21 in. per foot (60), each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam-Seai Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $25 piece and applied to shingles with a 5-58 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. 8. 11& 600FING Before re - roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. It re - roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard PlusP waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-58 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge ( with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. U this is not the case, cut and apply the starter strip so that. it win provide sufficient overhang for proper drainage. First Course. Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Continued Central District Northeast District zzu west 4in ar., Jop1111, 1w j v-+w 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Visit Our Web Site at Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 TAMKO 80M-- -R @60D04TS CONTINUED from page 3) HRRITA6Ir 30 LMMA= aspmT siumm Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO Second and Succeeding Courses. Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). D S.1 Y APPMCAnollif Overthe shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Nail-FastO Moisture Guard Pluse or a minimum 50 lb. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height Extend the end shingle at least 12 in, onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. E= Aa in FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT L' u'rude sheeet er6ne d NO Fes, moist" Gums P4s orW m. or hee Extend end single 1r-18- beyond a9ey cereerrm No kmtw era wd6i 6' of centertx azce'R morsrn+gle on e edge of fromver6cWMaineh,d backg 11L SIP AND RMIN FSSTEN016 DETAS. Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side; 5-1/2 in, back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip Fx Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of Prevailing wind THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKOO, Moisture Guard Plisse. Nail Fast. TAM -PRO® and HedtageS are registered trademarks of TAMKO Building Products. by - Information included in these application irsbuctions was ctrrrertE at time of prinrvrg. To obtain a copy of the most current version of these apprication irtstmctiors. visit us onrne at tamko.com or call us at 800-6411-4691. venvaf utsinct 22o West 4th St., Joplin, MO 64801 800-641-4691 11ro9 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District tamko.com 2300 35th St., Tuscaloosa AL 35401 800-228-2656 Southwest District 7910 S. Central Exp., Dallas, TX 75216 80044.3-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 I 4 i0(lda DepnMeMd BCIS Home Log In User Registration Hot Topics i Submit Surcharge I Stats & Facts Publications I FBC Staff scls site Map Links Search ! Busines rfofeSsi ( *USER: Product Approval J Public User Regulation Product Approval Menu > Application Detail FL # FL15961-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall 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 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 Southeastern Metals Mfg. Co. 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Jim Horton jwhorton@semetals.com Jim Horton 11801 Industry Drive Jacksonville, FL 32218 904) 757-4200 jwhorton@semetals.com Jeremy Kelsey 11801 Industry Dr. Jacksonville, FL 32218 904) 696-4687 jhkelsey@semetals.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity Miami -Dade BCCO - EVL Miami -Dade BCCO - CER 09/21/2017 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Standard TAS 100 HVHZ Year 1995 u I I u Product Approval Method Method 1 Option C Date Submitted 08/07/2015 Date Validated 08/08/2015 Date Pending FBC Approval Date Approved 08/15/2015 Summary of Products FL # Model, Number or Name Description 15961.1 Aluminum Ridge Vent (RV 10) 1.) Aluminum Ridge Vent (RV10) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15961 R1 II 12042602 Aluminum Ridge Vent RV 10.odf Verified By: Miami -Dade BCCO - EVLApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A other: Wind driven rain resistant TAS 100 Evaluation Reports FL15961 R1 AE 12042602 Aluminum Ridge Vent RV SO.Ddf 15961.2 Weather Vent (off ridge) Weather Vent (off ridge) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15961 RI II 13081408 Weather Vent.odf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports other: Wind driven rain resistant TAS 100 F I5961 R1 AE 13081408 Weather Vent.Ddf FEE: k Fax Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can beF.S., please chere ad available to the public. To determine if you are a licensee under Chapter 455, Product Approval Accepts: III] FOR 99 CreditSAFE 1. , n . ..r 1 -1&" IWL11 G,i. +. ri.' 11•104111 l A011'- .11.ai o.44 A, --A1%1 / I I "er _t 9L ' I'! J - tli'1"'411 "A, .1 J. „ . I- q i DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) amidade.Eov/Hera Southeastern.Metals Manufacturing Company, Inc. 11801 Industry Dr. Jacksonville, FL. 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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# 07-0619.08 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. 1•. APPROVED Kfmk` NOA No.: 12-0426.02 Expiration Date: 09/20/17 Approval Date: 07/19/12 Page 1 of 3 r A ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Roof Vent Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Product Specification Description Aluminum Ridge Vent W = 9-7/16" TAS-100 Aluminum low profile attic ridge vent for H = 1.5" installation in shingle roof systems. L= 8" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer Roofing Nails 11 ga. X 2" x TAS 114 Galvanized smooth shank, Any Miami -Dade 3/8" roofing nail County Listed Suppliers Flashing cement Various ASTM D 4586 Cut back, asphalt modified Generic adhesive for flashing (with current NOA) attachment. MANUFACTURING LOCATION 1. Jacksonville, FL. EVIDENCE SUBMITTED Test Aaency/Identifier Name Report Date PRI Construction Materials Technologies TAS 100(A) SEM-006-02-01 03/19/07 APPROVED APPLICATIONS Tradename: Aluminum Ridge Vent System Type: Mechanical attachment of ridge vent. Slot: Cut a minimum 2" slot along the apex of the roof by cutting 1" on each side of the ridge. The slot shall terminate approximately 6" from the rake edge. Installation: Install Aluminum Ridge Vent by centering it over the 2" wide opening. Fasten vent to the the deck with 11 ga. 2" x 3/8" smooth shank galvanized roofing nails placed through the factory formed nailing locations on the vent. Ventilation Calculations: Refer to manufacturer's published literature NOA No.: 12-0426.02 t uzr NE coutvr r Expiration Date: 09/20/17 Approval Date: 07/19/12 Page 2 of 3 LIMITATIONS: 1. Refer to applicable Building Code required ventilation. 2. Ridge Vent shall comply with applicable Building Code. 3. Ridge Vent shall not be installed on rof mean heights greater than 33 feet. 4. Ridge Vent shall comply with 1517.6 of the Florida Building Code (FBC). DETAIL A 9'1 s ALUMINUM RIDGE VENT END OF THIS ACCEPTANCE 1.5" NOA No.: 12-0426.02 Expiration Date: 09/20/17 Approval Date: 07/19/12 Page 3 of 3 1/11/1016 jaDeprMtj BCIS Home j Log In User Registration `; Hot Topic Busines;i: Professi IrIN PER: Pub Approval USER: Public User Regulation Florida Building Code Online fir- 4t=+ Submit Surcharge 3 Stats & Facts' Publications I FBC Staff 1 BCIS Site Map' Links l Search 111MMI-MMMMProduct AOproyal Menu > Product or Aoolication Search > Application List Search Criteria Ref Code Version 2014 FL# ALL Application Type ALL Product Manufacturer Lomanco, Inc Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofi Application Status Approved Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications Tvoe Manufacturer Validated By N FL2847-R7 Revision Lomanco, Inc Miami -Dade BCCO - VAL Al History Category: Roofing 786) 315-2590 Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL3595-R6 Revision Lomanco, Inc Category: Roofing Miami -Dade BCCO - VAL 786) 315-2590 Al History Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL3792-118 R vision Lomanco, Inc Category: Roofing Miami -Dade BCCO -VAL 786) 315-2590 Al Hi Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Revision Lomanco, Inc Category: Roofing Miami -Dade BCCO - VAL 786) 315-2590 Al History Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL3794-R5 Revision Lomanco, Inc Category: Roofing Miami -Dade BCCO - VAL 786) 315-2590 Al History Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL14471-R2 Revision Lomanco, Inc Category: Roofing Miami -Dade BCCO - VAL 786) 315-2590 Al History Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL15696-RI Revision Lomanco, Inc Category: Roofing Miami -Dade BCCO - VAL 786) 315-2590 Al History Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL17202-Rl Revision Lomanco, Inc Steven M. Urich, PE Al History Category: Roofing 717) 932-8500 Subcategory: Roofing Accessories that are an Integral Part of the Roofing System approved by Dorn. Approvais by Ddrn span be reviewed and ratified by the FuOC and/dr the Can Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entiq 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 licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. He 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 determin licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Chxt am Credit-C 11 ai wWSAFE https:/Auww.floridabuilding.org/pr/pr_pppjst.aspx 1/1 1/11/2016 Florida Building Code Online AFI 6 . Depaftmentq BCIS Home I Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications FBC Staff BCIS Site Map ( Links Search Busines Professi I USER: PublProduc icUUUser Regulation MMZMZM= Product Approval Menu > Product or Application Search > Application List > Application Detail E., FL # FL3792-R8 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 Product Approval Method Method 1 Option A https:Uwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 1/3 1/11/2016 Florida Building Code Online Date Submitted 09/30/2015 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FL # I Model, Number or Name Description 13792.1 1 135 Roof Louver I Aluminum Roof Louver I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be installed on roof mean heights greater than 33 feet. 3792.2 1 730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Quality Assurance Contract Expiration Date 08/17/2016 Installation Instructions FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series - NOA 11- 0602.04.odf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 13792.3 1750 Roof Louver I Aluminum Roof Louver I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series - NOA il- 0602.04.odf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.pdf Created by Independent Third Party: Yes 13792.4 1 770 Roof Louver I Aluminum Roof Louver I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable bulding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series - NOA 11- 0602.04.pdf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver se Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R8 II NOA 15-0709.09.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 2/3 1/11/2016 r tL I— 1 1. Florida Building Code Online Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCtrlc6 rw. CrwdltiWE https://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 3/3 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lyov/economy Lomanco, Inc. 2101 W. Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable riles 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: 770-D ROOF LOWER LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #10-0610.03 and consists of pages 1 through 3. The submitted documentation was reviewed by Gaspar J Rodriguez. 1, +s A i NOA No.: 15-0709.09 MIAMI•DADECOUNTY Expiration Date: 10/04/20 Approval Date: 09/24/15 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Tyne. Static Roof Vent Materials Aluminum Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 770-D Roof Louver 32" x 22 3/a" x 5 3/4" TAS 100(A) Embossed aluminum static louvered roof Minimum Thickness 0.025" ventilation system with two 9'/z" diameter openings. MANUFACTURING 1. Jacksonville, AR EVIDENCE SUBMITTED Test Agency Test Identifier Description Date Fenestration Testing Laboratory 15-6074 TAS 100 (A) 08/25/15 APPROVED ASSEMBLY: System Type A: Mechanical attachment of static vent over composite shingles. Vents should be evenly spaced on the rear slope of the roof. Cutout: Using marked positions on the provided diagram as a template, at chosen location and centered between two roof rafters a no less than 18" and no greater than 36" from ridge, scribe two 9%2" diameter circles. Drill a starter hole inside the circles. Starting in the drill holes cut through shingles and sheathing boards. Take care not to make holes to large or water leakage may occur. Installation: Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof sealant around the perimeter of each opening in the decking. Apply approved roof sealant on all seams inside the vent collars. Apply approved roof sealant on the bottom of the vent flashing along all four sides and along the parting seam running from the top edge to the bottom edge. Carefully slide vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent holes. Fasten the base to roof decking with 1'/4" ring shank nails. With the first nail 1" from roof louver end and a minimum of 5" o.c. at the front and backside of louver vent parallel to the ridge and with the first nail 1" from roof louver end and a minimum of 5" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 770-D Roof Louver vent installation instructions & drawings). Seal all seams and nail heads and loose shingles with roofing cement. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 15-0709.09 Expiration Date: 10/04/20 Approval Date: 09/24/15 Page 2 of 3 LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. 770-D Roof Louver Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. 770-D Roof Louver Vent shall not be installed on roof mean heights greater than 33 feet. 5. 770-D Roof Louver Vent shall comply with 1517.6 of the Florida Building Code (FBC). 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 7. Minimum Roof Slope 2:12 DETAIL 32" 770-D ROOF LOUVER END OF THIS ACCEPTANCE 5-3/4" 22-3 NOA No.: 15-0709.09 Expiration Date: 10/04/20 Approval Date: 09/24/15 Page 3 of 3 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: f Y 0 Zf5 I, WUl'an ZbM hereby acknowledge that I personally inspected f Roof deck nailing and/or 1 Secondary water barrier work at 130 Ryal-Ly CSr SFxfcgd, EL 32-7,71 and have determined that the work Job Site Address) , was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify'fthat my statements herein. are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the perfor_ a_n of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.p F.S. 7 _ 0A—Z Signature of Contractor fi Date Printed Name of Contractor r License # License Type: General Building Residential Lx Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. ~ STATE OF FLORIDA COUNTY OF Qmnge Sworntian (or affirmed) and subscribed before me this s day of rtja , 20 _, by iza who is C AkTsonally Known to me or has Produced (type of iden 'fcation) as identification. ale SEAL) Signature ofotary Public State of Florida _ TqXm AN, y,, SAWRA I YdYENS Print/ Type/Stamp Name of Notary Public 5 MY COMMI98tGN # PF923901 EXPIRES October 04.2019 1i07) a69 o+ss FWMN°" s°`vks ` M t s}'