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r- DATE: $ FEES DUE: ^[ RECEIPT #: 4.13 d Permit #: j =C. Planning & Development Services Department Building & Code Regulation Division R!PDS 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 a� Tel. 772462-1553 APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: V3 Oq �y� 77 _ Col,._ 2. Parcel ID Number: 801 O OS 7 0' o O l Office Use Section Township Range Map Page Zoning Land Use Initials Only 3. Description of Projector Work Activity: le-gr D - P,tCifi�T .ad 1�'1.�� �;►� � 4. Total Roof Area (square feet): I �0o 5. Roof Pitch: 6 �2 6. Type of Roof: j Fiberglass Shingle [ ] Concrete Roof Tile ( ] Wood Shake / Shingle [' ]`Tar & Gravel ( ] Modified Bitumen [ ] Other [ ] Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: cDmne a, &A(er, a 16 Ir Address: L% 3 (39 1& City: Pr e j-e CCX State: l" L Zip: Phone: 6( 9. Value of Construction: $ FL Reg/Cert #: 0 J- 0 2 / County Cert #: 20.5 d �P Business Name: f.'a", Cell Phone: � 7 3 6 I 01 7 **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTORIOWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating cons zoning. PRINT- QUALIFI /OWNERS NA E S113OWURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS it DAY OF 201�/, BYN�e.c���%��/ IS PERSONAL Y KN N 'TO ME OR HAS PRODUCED AS IDENTIFICATION Nancy L, Hamilton GNATU E FNOTARY TYPE OR PRINT NAME OF NOTARY (seal) COMMISSiON#EE035845 9�°¢ COMMISSION NUMBER L� J 8 J ���'na�O EXPIRES; OCT 19 2014 WWWgARONNOTARYcom NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 Re: Permit# Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTIQN AFFIDAVIT ,; ,'At licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector 'General, Building, Residential or Roofing Contractor or any individual certified under468 F.S_ to make such an inspection. On or about �_" J I did personally inspect the roof deck nailing (Date) work at:FL {Jab site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.W F.S.) Signature and Seal - `�— License # STATE OF FLO COUNTY OF y SW 9EW to a d subsc od � fore me this day of � � L Z0� by jj �/s{ ;l�v�f `. s 1�s, if ?� Who is personalty known to me or who has produced as identification. Notary Public, Stat Of {` r Signature of Notary ' 6 Commission Numb °'�-' , 7i. � -_ (Seai) En 01/19/2011 Nancy L. Hamilton, COYM,SS,'; IEE035545 r yf'e EX ..4'r.S: OCT. i 8, 2014 �.1=00 Va;';:;.A.-= 'v N0?ARY,Con 8i:Z btOZl6UZ £ Jo Z 96ed 8L9i-Z97 (ZLL) t+ :xej AaiydwnH AaJPny :ol 0 . Z998-049 (998) t+ :xed PUVIMON PTe43i8 :wail NOTICE OF COMMENCEMENT Permit No. � IyJ ..s -- (i6 1 _ l Tax Folio Nor �� �i State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if vBilabie}: �. i General description of improvement: ��" ..._ C rE Owner i f rmation or Les ee )nfo oration if the Lessee contracted for the improvement: Name i -ef) 7_0\f i~� Address _ Ll.��y� ci r�Y Interest in property: -- Name and address of fee simple titleholder(if different from Owner listed above): Contractor's Name: Contractor Address: Phone Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: ]C( I Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as - Y provided bySectis Ty 3. �(1) (a)7., Florida Statutes: Name: _ Phone Number: Address: X In addition to himself or herself, Owner designates___ _of Lienor's Notice as provided in Section 71.'y3(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy o Expiration date of notice of commencement: (the expiration date may not be before the completion of constructiona,.nd final payment' contractor, .but will be 1 yearfromthe date of recording unless a different date is specified)ff tr CJ—) i rr�, '• Lt-1 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSi IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT iN YOUR PAYJNG TWICE FC IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE Ti INSPECTION, IFYOU INTEND TO OBTAIN FINANCING,. CONSULT WITH YOUR LENDER OR AN ATTORNEY BErORE COMMENCING WORK O RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to my knowledge al cd belief. a 0 U E- � z U r a� Q �fl F4M t: 0 U�bo Q enw��"' jjj y?WWO n0MH (5lgnafurebf Owner or essee, or Ownppr Vor Lessee's Authorized Officer/Director!Partner/Manager '-� U.41--t v" " (Signatory's Title/Office) The foregoing instrument was .acknowledged before methis day aYd�'et-fa"� -as t"..•t.K�✓ forte-� Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed 0800ded RiCHARDNEKMNpPersonaliy[cnawn_oraroducedldentification(Signature of Notary Public- State of Florida)WCOMHiiiB}0H#EE=715 (Print,Type, or5tamp Commissioned Name oflic)MES: W 13,2017 Type of Identification produced Onit h f St 6tate lOsur&= 86Z IrIOZ/61./Z £ Jo £ 96ed 8L96-Z9 (ZLL) L+ :xed AerydwnH harpnv :o1 o , Z998-01.9 (999) I+ :xe j puelrleri pies:gJ l :woj i Florida Building Code Online Page 1 of 3 F1LE COPY_ I �M7 f 'F C t C L91i0i%Y6ys 3 g - �f M yyp� p �' o Y X x s x } "ICini i� j'ar „r.. --I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links SearchProduct Tim Busiries���, 3 4tt User Professional USER: PubiApproval Regulation Prnrl4ct Ap�rpv_�I hf2ny:. > Product or Aonlicatiog Sgarghh > AApolication U5t > Application Detail FL # FL1956-R8 Application Type Revision Code Version 2010 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing UL LLC Robert J. M. Nieminen, PE J Validation Checklist - Hardcopy Received Standard ASTM D3161 ASTM D3462 ASTM D7158 Method 1 Option A 09/27/2012 10/15/2012 Year 2006 2007 2007 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs%2fmGFoyT6... 2/ 17/2014 :r Florida Building Code Online j Page 2 of 3 Date Approved 10/16/2012 Summary of Products FL # Model, Number or Name Description 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL1956 R8 C CAC UL certification _10-11-.12.p f Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R8 II glass seal elite app inst april 10.1)df method of attachment. FL1956 R8 II glass seal elite app inst f april 10.1)df FL1956 R8 II TAMKO Glass -Seal Elite Glass -Seal (Frederick Joplin Tusc� 1 oc15a,1.,1a ci f Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.2 Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL195 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL1956 R8 C CAC UI_ certification 10-1.1-1.2.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the 1:1..19S6 R8 1I glass seal elite apo inst april 10.pdf method of attachment. FI-1956 5_� 6 R8 II TAMKO Glass -Seal Elite Glass -Seal (Frederick Joplin Tuscaloosa).pdf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL19, fi R8 C CAC UL certification 10-11-12..1I ilf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R8 II heritage app inst - sept 12.1)dF method of attachment. FL1956 R8 11 heritage app inst frederick.pdf Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI_1.956 R8 C CAC Tamko Sery Conf FL 1956 201.2.pdf FL1956 R8 C CAC UL certification 10-11-112.pg1f Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R8 II heritage 30 aop inst april 10.odf method of attachment. FL1956 R8 ti heritage 30 app inst f april 10.0f Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use. Certification Agency Certificate Approved for use in HVHZ: No F1.1.956 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL1956 R8 C CAC UL certification 10-11.-12.12df Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R8 II heritage 50 app inst april 10.1)df method of attachment. FL1.956 RS lI heritage 50 apy inst f april 10.pdf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 2/17/2014 Florida Building Code Online Page 3 of 3 1956.6 Heritage Premium A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL1956 R8 C CAC UL certification 10-11-1.2.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R8 II heritage prem app inst,ndf method of attachment. FL1956 R8 II heritage prern. a,I3p inst frederick.ndf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.7 Heritage Woodgate A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL1956 R8 C CAC 11L certification 10-11-12..pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the 1:1.1956 R8 .fI Woodgate app inst D Oct 1.1.pdf method of attachment. FL1956 Rfi1I,,,4J��SJgate_a.IIIL_inst_F._�.St_11;pr7f Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.8 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R8 C CAC Tamko Sery Conf FL 1956 2012.pdf FL1.956 R8 C. CAC UL certification 1.0-1.1-1.2.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the Ft-1956 R8 11 heritage A app.. inst d april 10.1)df method of attachment. FL1956 R8 II heritage xi app inst f april 10.0f, Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.9 Hip and Ridge Shingles Hip and ridge shingles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R8 C CAC Tamko Sery Conf. FL 1956 2012.pdf FI.1956 RS C CAC UL certification 10-11-1.2.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Hip and Ridge shingles shall be used only on Installation Instructions roof slopes of 2:12 or greater. Nails must be used as the method of attachment. FL195fi_R{3.__II..._12_ 25x.__12Flin_ kidge Apnlication instructions.1lcif FL'1956 R8 II 12 x 12 Hip Ridge Application Instructions.pdf FL1956 R8 II 12-1-4x12 HiDRidge Sealant Dab Illustrations.odf 1:1.1.956 R8 II 12x1.2 HipRidge Sealant Dab 111UStrations.pdf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: iiaCk 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: http://www.floridabuilding.org/pr/pr_app_ dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 2/17/2014 a, Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about I -did personally inspect the roof deck nailing (Date) work at: (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal License # STATE OF FLO �� ��� �� �� -" COUNTY OF . c-�=-e Y� Swore o a sub d scribe�d�before me/this day of 2p_, by '�.�1G(i%U-c/ Who is personally known to me or who has produced as identification. .•� r P ,; Nancy L. Hamilton Notary Public, St rida .`� a �� ten' CCMMISS!OPi#EE035845 Signature of Not EXPIRES: OCT.19,2014 Commission Nu EO (Seal) ' �„r WWW,AARONNOTARY com En 01/19/2011 October 11, 2012 Tamko Building Products Inc Ms. Kerri Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shingles Dear Ms. Eden: This is to confirm that the attached shingle matrix pertains to Tamko produced shingles. All the products have been tested and meet the criteria for the standards mentioned. They are covered by UL's Follow -Up Service Program under Tamko's File R2919. The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is provided on products that have additionally been investigated in accordance with various supplemental standards. Please refer to the labels on the product. Should you have any questions, please feel free to contact the writer. Very truly yours, William GMarshall (Ext. 42735) Sr. Engineering Associate Fire Protection Division 3019A Reviewed By: Alpesh Patel (Ext. 42522) Staff Engineer Fire Protection Division 3019A TAMED Shingle Manix Phillimebuz j, is Fredericl,, 10 Fruduet IT=& A5ILor, lullf ALMI U� ASTU "EA Product Llama: ism AMN IRE Hr a.,°ME 03 D2462 D"a161 D6211 Mo DylvE 122.5 D2452 D20i TAU 2290 RAL55 122, 5 Class Class Class Mass. Class Class Class Mass Glass-Nal d:R] Glass -Seal JAR) x x x x x Mite Gl ass-2ta2 J RI Elite G'3asa-Saal (11R) x x x x x Heritage E x x x x x H hage x x x X x x Heritage 20 (ART x x x x x x Heritage 2o 110 x x x x x x Heritage X1 JAR) Heritage U, fAR:4 x x - - - Heritage 10 i.ARJ x x x x x x Heritage SS I ARI K x x x x x Heritage PMEM S:M x x x x x x Heritage OEM= K x X x E x Heritage Vintage ''Ou x x x X x x Heritage Nstage ( ]; Heritage Vintage x A ---- ---- ---- 12-114 X 12 Hip and Ridge X x ---- ---- ---- 12 X 12 Hip and Rv. Wilas, EX Tuseal ova, rodutb WE 2321 ISM AM a ASTs OR UL n n d Y,a* a ATUI AFTM ME U,11 3?211 CSA L+2462 DWI DES51 2390 U7155 122.5 2211a Dg452 D2151 D5aa1 Zak D7135 12S.5 Class Class Class Mass Class Class Clams- Class E H H H p H g H Glass -deal JAR) Glass-Wal [ RI X X x X x Elite glass -seal JER] ::13t-- Glass -Seal TART x x x x x Heritage x x x x x x Hazing e x x x x x Heritage .20 'JARI x x x X x X Heritage Y {At) x x x x x x Heritage x1 f AR3 x X x x x Heritage X1 JAR] Heritage Tdoadgat x x x x x x Heritage 50 JAR) x x x x X Is Heritage 50 JAR) X x x x x x Heritage Pm mimm x d x X x x Heritage LuMOM x x X d X x Heritage Vintage JAR] Heritage Vintage (AR]; Heritage IR x X a x Y, x Y. U x 12 flip and Ridgae x x --- ---- UL . Joplin, 'Lm oau _ 1I m 11=21 D34 �A=I D3161 ASM 1-06 3e1 UL 2390, A711 a715 s CS£ Clas s 3 Class E Cla s e Class E 123.5 Glass -Sea! m) _ - Z z z i e gl S l (AR) 3 3 2 Z x Heri-tage I z I z = I rge3D7R) Z Z 2 Z I = Heritage XL (.AR) Heri-tage 50 7IRI, r g@ Premium Heritagesfnt e (kR) J-2 z 12 Hip a �L, dg I 3 �- — -- -- 12- /a x 12 Hip 3 age Z x Application Instructions for MAMKOHERITAGE® 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES 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 IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), 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. I. ROOF DECK 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 properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: 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: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness 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 be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTILATION 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 nearthe ridge. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. & FASTENERS 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 sealing, apply 4 quarter -sized dabs of TAM -PRO® 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 underlayment 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 slopes 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 6-1/8" EXPOSURE 5-5/8" i_ n V� �] 1I 12-1/2"--►h-- 12-3/8" --+— 12-1/2" - �-1" (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 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 1 TAMKO BUILDING PRODUCTS (CONTINUED from page 1) HERITAGE® 30 6AMINATED ASPRA6T SHINGLES 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 HIGH WIND FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 5-� EXPOSURE 5-51B' 1 L-►I �7-12'4�-7-112"i�7-3B"�-7-12"�-7-12"� h-1" 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or underlayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if 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.) NAILS: 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. Properly Driven Improperly Driven O= 3ff min diameter und.rdrIven overdriven crooked Asphalt _ shingles Decking � � 1r4" nominal straight, good penetration, Inadequate too deep, cuts Inadequate and flush with shingle surface penetration Into shingle anchorage 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 3/4 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 „NCI underddven overdriven crooked Asphalt }♦ .--. Shingles I — Decking E i LN min. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. UNDERLAYMENT 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 may 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 underlayment are: — TAMKO No. 15 Asphalt Saturated Organic Felt — A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I 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 Plus® 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 underlayment. 5. APPLICATION INSTRUCTIONS 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 3/8 in. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,,MD 21701 800-368-2055 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 2 ;; �; dq x J ............. —..........zua...�....1_.u«..s.......-. BUILDING PRODUCTS (CONTINUED from page 2) HERITAGE® 30 LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION: 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 shingle 29 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 remaining 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 are 8 in. 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. repeat courses Sth course 4th course 3rd course 2nd course 1st course — eave 1Cut your ibat course shingle to make 29' and a 10 3/8" .length. Cut a second shingle to make a 23' and a 163/3" length. PlrM"' � 11o3re' r =— /17 2 Begin application with a lull length shingle. .Then lay your 29'. 23", 163/8" and 103/8" longtha, As you can see, three shingles with two cuts make five courses. 10-318" �' t 23" .1 &3/8" s 10-3/8" 3. Continue working your way across the roof. When you make your final cut at the roofs edge, flip any pieces that are 8' or longer back onto the roof. These pieces can be worked In anywhere without creating zppers or color variations. NOTE: Do not align joints of shingle courses when working In cut pieces. Joints should be no closer than 4' from one another. G. LOW SLOPE APPLICATION On pitches 2 in. perfoot to 4 in. perfoot coverthe deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along 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. All succeeding courses will be positioned to overlap the preceding course by 19 in. If winter temperatures 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 Plus® self -adhering waterproofing underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. perfoot (601, each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $.25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. 8. RE -ROOFING 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. If 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 Plus® waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will varywhen 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 5-5/8 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. If this is not the case, cut and apply the starter strip so that it will 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 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.eom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 0 (CONTINUED from page 3) TAMKO HERITAGE30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES 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). Existing shingles i Illf\\®�\P®�® \Drip edge Newshingles'k\\\\ /vv//// 5 5/8° \\; 0/ _5 5/8° exposure exposure 9. VA1616EY APPI 1CATION Over the shingle underlayment, center a minimum 36 in, wide sheet of TAMKO Ni Moisture Guard Plus® 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 properflow of water overthe 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. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. Valley centerline nimium 36' wide sheet ofMiNal Fast, Moisture Guard Plus or SO lb. or hea Undedayment Extra nail In viace op or soingie on ine eage or the vertical shingle, 2 inches back from valley centerline and covedng the vertical shingle. 10. HIP AND RIDGE FASTENING DETA116 Extend end shingle 12'-18' beyond valley centedine No fasteners within 6° of centedine 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 & 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 Start 5" exposure „ .•+, here— ���►r ������.:as � Fn]���rr ���1•�t�j1/211 -1� \I - exposure 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. TAMK00, Moisture Guard Plus®, Nail Fast®, TAM -PRO® and Heritage® are registered trademarks of TAMKO Building Products, Inc. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 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 4 A" 547 717 OFFICE USE ONLY: DATE FILED: REVISION FEE: py PERMIT # RECEIPT # 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ©,� yo Z I ST. LUCIE COUNTY CERT. #: BUSINESS NAME: P, 7 U,. J 1 QUALIFIERS NAME: 6 ADDRESS: CITY: STATE: ZIP: PHONE (DAYTEME): 7 7 2 0 7 FAX: , / 0 �G6? 4. OVMR/BUILDER INFORMATION: NAME: v o 4, kc, /At ADDRESS: /-)-- (/-c CITY: ` 'e ice- STATE: ZIP: PHONE: FAX:. 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 04/26/2010 Florida Building Code Online Page 1 of 2 t. tCOPY OM-0-02 P nal Replatio k- ............... jilt Florida bepartmentof BCIS Home j Log In User Registration i Hot Topics S Submit surcharge I Stats & Facts i Publications I FBC Staff y BCIS Site Map i Links Search Busines Professi � �' FUSER Public al Regulation ProductApproval Menu > Product or Application Search > Application Llat > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL1654-R12 Revision 2010 _ r Approved POLYGLASS USA 150 Lyon Drive Fernley, NV 89408`` (570) 384-1230 Ext,242 jakins@polyglass.com James Akins jakins@polyglass.com Steve Wadding 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com l`/0 eaj - ST, LUCIE COUNTY SU14DING DIVISION REVIEWED FOR COMP CE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer S71 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 08/08/2015 John W. Knezevich, PE R1 Validation Checklist - Hardcopy Received FL1654 R12 COI Trinity ERD CI - Nieminen - 2013.0f Referenced Standard and Year (of Standard) Standard ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 Year 2000 2005 2002 2000 1992 2004 http://www.floridabuilding.orglprlpi_app_dtl. aspx?param=wGEVXQwtDgvgqu2w%2bnF... 2/25/2014 Florida Building Code Online Page 2 of 2 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 Method 1 Option D 08/21/2013 08/26/2013 09/08/2013 10/18/2013 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R12 II Al ER082113FINAL POLYGLASS MODBIT FL1654- R12.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL1654 R12 AE ER082113FINAL POLYGLASS MODBIT FL1654- R12,odf deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Created by Independent Third Party: Yes Limits of Use. 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: eCAeck M sccuritymtome cs. a � u http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 2/25/2014 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 Q 353 Christian Street \jTKINITTERD Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA,. Inc. Evaluation Report P9290.02.08-1110 150 Lyon Drive FL1654-1112 Fernley, NV 89408 Date of Issuance: 02/11/2008 Revision 10: 08/21/2013 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD 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 5, plus a 31-page Appendix. Prepared by: The facsimile seal appearing was authorized y.�., 8-;l—g q� by Robert Nleminen, P.E. on 08/21/2013 This does not serve as an electronically signed Robert J.M. Nieminen P.E. •�'� $ •• • `y document. Signed, sealed hardcoi have been / � �O �•' transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a 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. 11' TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prooerty Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1507.11.2 Physical Properties ASTM D6509 2000 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report P9290.02.08-R10 FL1654-R12 Revision 10: 08/21/2013 Page 2 of 5 Entity PRI(TST5878) PRI(TST5878) PRI(TST5878) Miami -Dade (CER1592) Miami -Dade (CER1592) UL LLC (QUA9625) 4. PRODUCT DESCRIPTION: Examination Physical Properties Physical Properties Physical Properties HVHZ Compliance Proposal for Review Quality Control i Ii j ERD Reference Date PUSA-061-02-02 01/28/2008 PUSA-064-02-02 02/27/2008 PUSA-062-02-02 12/04/2008 Various NOAs Various 10-0823 10/12/2010 Service Confirmation, R14571 Exp. 08/08/2015 This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. Table 1: Roll -Goods for Polyglass Modified Bitumen Roof Systems Type Product Specification Reference Grade Type Base Sheets Polyglass G2 Base ASTM D4601 N/A II Polyglass APP Base ASTM D6509 N/A N/A SBS Membranes Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163, Table 2 S I Elastoflex SA V FR Base ASTM D6163, Table 2 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastobase Poly ASTM D6164 S I Elastoflex S6 ASTM D6164 S I Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko MOP ASTM D6164 S I Polyfresko MOP FR ASTM D6164 S I Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyfresko SBS SAP ASTM D6164 S I Polyfresko SBS SAP FR ASTM D6164 S I APP Membranes Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko Torch ASTM D6222 S I Polyfresko Torch FR ASTM D6222 S I Polybond ASTM D6222 S I Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko APP SAP ASTM D6222 S I Polyfresko APP SAP FR ASTM D6222 S I Polykool ASTM D6222 S I Polybianko ASTM D6222 S I Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R10 Certificate of Authorization #9503 FL1654-R12 Revision 10: 08/21/2013 Page 3 of 5 TRIN q$ I E. lV 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 For fully -adhered insulation, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems 5.8 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.10 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report P9290.02.08-1110 FL1654-R12 Revision 10: 08/21/2013 Page 4 of 5 7. QfD RINE ERD 6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fibrated Roof Coating; ➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 31-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Certifcate of Authorization #9503 Evaluation Report P9290.02.08-1110 FL1654-R12 Revision 10: 08/21/2013 Page 5 of 5 TRINITYIERD TABLE 1E: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover MDP No. Deck (See Note 1) (psf) Base Fasten Attach Ply Cap Min. 19/32-inch plywood at max. 24-inch spans 32 ga., 1-5/8-inch diameter tin 6-inch o.c, in 4-inch lap and 6- (Optional) One or more BP-AASBS- SBS-AA, W-40 attached 6-inch o.c. with Elastobase or Elastobase Poly caps with it ga. annular ring inch o.c. in four, equally , AA, SBS-TA or APP- SBS-TA, -112.5 #8 screws shank nails spaced, staggered center rows TA APP-TA Min. 19/32-inch plywood 32 ga., 1-5/8-inch diameter tin (Optional) One or more SBS-SA (no SBS-SA, at max. 24-inch spans Elastobase or Elastobase Poly with caps with 11 ga. annular ring 6-inch o.c. in 4-inch lap and b- Elastoflex SA V Base APP-SA, W-41 attached 6-inch o.c. with poly tap surface shank nails. Note: Tin caps are inch o.c. in four, equally or Elastoflex FR SBS-TA or -112.5 #8 screws to be primed with PG100 or spaced, staggered center rows r Base), SBS-TA or APP-TA ASTM D41 primer. APP-TA Min. 15/32-inch thick OMG #12 Standard Roofgrip or exterior grade plywood OMG #14 Heavy Duty (min. 1- 6-inch o.c. at 4-inch lap and 6- W-42 attached per Code to meet Polyglass APP Base 5/8-inch long) with OMG 3" inch o.c. in five, equally (Optional) APP-TA APP-TA -120.0 pressure requirements. Round Metal Plates or OMG Flat spaced, staggered center rows Bottom Metal Plates Min. 15/32-inch thick OMG #12 Standard Roofgrip or exterior grade plywood OMG #14 Heavy Duty (min. 1- 6-inch o.c. at 4-inch lap and 6- (Optional) BP -AA, SBS-AA, W-43 attached per Code to meet Elastobase (with sand top surface) 5/8-inch long) with OMG 3" inch o.c. in five, equally SBS-AA, SBS-TA or SBS-TA or -120.0 pressure requirements. Round Metal Plates or OMG Flat spaced, staggered center rows APP-TA APP-TA Bottom Metal Plates Min. 15/32-inch thick exterior grade plywood Trufast #12 DP or Trufast #14 6-inch o.c. at 4-inch lap and 6- (Optional) BP -AA or W-44 attached per Code to meet Elastobase (with sand top surface) HD (min. 1-5/8-inch long) with inch o.c. in five, equally SBS-AA SBS-AA -120.0 pressure requirements. Trufast 3" Metal Insulation Plates spaced, staggered center rows TABLE IF: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F. NON -INSULATED, BONDED ROOF COVER Roof Cover MDP System No. Deck (See Note 1) Primer (psf) Joint Treatment Base Ply Cap Min 19/32-inch plywood -at W-45 - max 24 inch san ps attached (Optional) PG100 = - -' None - - SBS-SA (Optional) SBS SA,_ . SBS SA, APP SA,-- - --90.0= 6-inch o.c. with 8d ring shank _ - _SBS, TAed APP TA- - _ SBSTA-or-APP TA_ - nails - ___ Min. 15/32-inch plywood at Plywood joints are covered with 4-inch wide strips Elastoflex SA V (Optional) SBS-SA, SBS-SA, APP-SA, W-46 max. 24-inch spans attached (Optional) PG100 of Elastoflex SA V Plus, rolled into place to create Base or Elastoflex SBS-TA or APP-TA SBS-TA or APP-TA -97.5 6-inch o.c. with #12 screws continuous bond. SA V FR Base Min. 15/32-inch plywood at Plywood joints are covered with 4-inch wide strips Elastoflex SA V Plus (Optional) SBS-SA, SBS-SA, APP-SA, W 47 max. 24-inch spans attached (Optional) PG100 of Elastoflex SA V Plus, rolled into place to create or Elastoflex SA V SBS-TA or APP-TA SBS-TA or APP-TA -135.0 6-inch o.c. with #12 screws continuous bond. Plus FR Exterior Research and Design, LLC. d/b/a Trinity[ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report P9290.02.08-R10 for FL1654-R12 Revision 10: 08/21/2013 Appendix 1, Page 11 of 31