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HomeMy WebLinkAboutSUBMITTED PAPERSDUE: RECEIPT #: Permit #: ME Y�11 CQRI „ I , 1. Location/Site Address: 2. Parcel ID Number: Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 .St Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT • i SEE REV S+VE FOR INSTRUCTIONS SCANNED BY Lucre County Office lUse Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activityjgl/-l���S�inTe��jP(�Q 4. Total Roof Area (square feet): "� �A, n 5. Roof Pitch: _ ; 1 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle . [ ] Tar & Gravel [ ] Modified Bitumen [vJ1 Other [�roduct Approval required for all types of Roofing Material (2 Sets) �S [ ] 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 I Name: m1 ylk -i h P ow<QN'19m; FL Reg/Cent #: Address: Z 16 6 LI"i �pig� County Cert #: City: State: El.Business Name: ,.0 i UJ Zip: Phone: Z] i t Phone: I d _ � C A o 9. Value of Construction: $ i "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRAC, JO WNER'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 construction and zoning. i'� Vt4 Ir u_)kl+r- PRINT QUALIFIERS/OWNERS NAM SIGNATIURE OF QUALIFIER/OWNER I STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS 2_�a DAY OF 20BY Vq L -1 C WHO IS R J NALLttN�TO ME OR HAS PRODUCED AS IDENTIFICATION kfwNOTARY PUBLIC -STATE OF FLORIDA SIGNATURE OF NOTARY TYPE OR PRINT -NAME OF NOTARY (seal) Karen S. Nielsen T ComnllssiOII #DD1000358 COMMISSION NUMBER SJ I O Expires: DUNE 12, 2014 BONDED MU ATLADMC BONDING CO., INC. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY_ FILE #� 3903922 OR BOOT '"�84 PAGE 2033, Recorded 12/05/2013 a '):14 AM I NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE /EXCEEDS S2,500.00 PERMIT #: TAX FOLIO #: / 3-3 y L��'.� 'n�i .9 Stale of Florida, County of ( V C (E, 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. I, LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): '7 r7 I n I . I_ .- .1_ _ , r? .,. J 2, , CEIyERAL DESCRIPTION OF IMPROVEMENT: REROOF 3, j EYJWNER INFORMATION or []LESSEE INFORMATION (If Lessee contracted for the improvement) a, Name: Address: -2 bi2lha j b. Interest in property: I'011jIng' C. Name and address of fee simple title holder (if other than owner): N/A 4, CONTRACI'OR: a. Name: J. A. TAYLOR ROOFING, INC. Address: 302 MELTON DRIVE, FORT PIERCE, FL.34982 b. Phone number: 772-466-4040 5, SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: N/A b. Phone number. Bond amount: B. LENDER/N10RT'GAGE COMPANY: a. Name & Address: N/A b. Phone number: 7, PERSONS WITHIN THE STATE. OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS ;MAY IBE SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES: a. Name & Address: N/A b. Phone number: fax number. B. i IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.13(1)(b), Florida statues. b. Phone number: g, EXPIILITTON DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRAI"ION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER, ANY PAYl11 ENTS .NA DE BY TIIE. OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP"I'ER 713. PART1. SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. s\ NOTICE OF CON] NI ENCEMENTMUST BE RECORDED AND POSTED ONTHE 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 IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND c(../BELIE. (SEC ION 92.525, FLORIDA STATUTES ���/ m M A- C F/Ams�re SIGNATURE OF OWNER or LESSEE or OWNER'S AUTHORIZED OFFICER/DIRECTORIPARTNER/MANAGER - SIGNAORY TITLE / OFFICE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , 20-bl, ,, J� BY;-111�Y/1k"AL_, AS-[�UIn10-4" FOR ❑PERSONAL/qL\Y KV WNN-OR DPRODUCED IDENTIFICAT'ION- TYPE OF IDENTIFICATION PRODUCED �fa-� N NOTARYPUR�.�(:N"fAfL i�F'F'LUKTllX"SL "" Karen S. Nielsen Commission # llll 1000358 `- •Expires: JUNE 12, 2014 BONDED THRU ATLANTIC BONDING CO., INC. STATE OF FLORIDA ST. LUCIE CONTY Property Appraiser - St. Lucie County, FL i Mark Hamilton Record: it of 1 .Property Identification Site Address: 2210 JOHNSTON RD Sec/Town/Range: 34 :34S :39E Map ID: 13/34S "Zoning: AR-1 I Ownersbip and :flailing hftp://www.pasic.or,,-::-,Islc/prc.asp?prclid=l 33441300060009 t r PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits home Print Owner: Mark Hamilton Therese Hamilton Address: 2210 Johnston Rd Fort Pierce FL 349514113 Sales Informaliou Date Price Code Deed 1/3/1997 100 04 WD 10/23/1996 100 01 WD 3/27/1996 100 02 PR 7/1/1985 26000 00 CV BnEbp�.y.E Ai..x BAe: 16� 36; BOB O.A ' OP3:300 OR0: B39 Exterioi Features CIE CO ParcellD: 1334413-0006-000-9 Account #: 5592 1 Use Type: SF Res City/Cnty: Saint Lucie County ._° ' . ,.• Legal Description 34 34 39 N 275 FT OF S 1388.50 FT OF W 1/2 OF E 1/2 OF SE 1/4-LESS W 40 FT FOR RD R/W- (3.93 AC) (MA Mnra Assessment 2013 Toml [.nand and Building Book/Page 2013 Final: 148700 Land Value: 47200 Acres: 3.93 1054 / 0685 Assessed: 148700 Building Value: 101500 1043 / 0036 Ag.Credit: 0 Finished Area: 2773 SgFt 1006 / 1703 Exempt: 50000 0469 / 1361 Taxable: 98700 T axes: 2180.34 BUIL.DE",G INFORMATION No -Image Available View: - RoolCover: SA - Asph Shingle RoolStruct: GA - Gable ExtType: HC+ - HC+ YearBll: 1998 Frame: Grade: C+ - C+ EilYrBlt: 1998 PrimeW all: WS - Wood/Sheath StoryHght: 0020 - 2 Story No. Units: 1 SecWall: - Interior Features i BedRooms: 5 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir Avgl-it/Fl: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet °/BA/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yar<1 Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0100-SF Res 513 -Acres 3.93 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Page 1 of 1 2014-01-27 13:34 j.a.tayl,;, ;.roofing 772 468 8397 >:; ' 7724626443 P 2/2 Re; 2 On or 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 print name & circle license type) licensed as a< Contractor* ngineer/Architect *FS468 Building Inspector Building, Residential or Roofing Contractor or any Individual certlfled under 468 F.S. to make such an Inspection, t �" Q 2 rl, �0/ I did personally inspect the roof deck nailing (Date) work at: 7Z'z1 n f © kts 4r� R (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.) and Seal r (��f /�b� License # STATE OF FLORI COUNW OF 19 Sworn to a-yd subscri OL}b�efore me this —:)'I day w 19i4' 20� , by ` � t I z Who Is pers lly known to me or who has produced as Identification. Notary Public, St Signatue of Notary: Commission Number: 15M (Seal) En 01/19/2011 RECEIVED JAN 2 7 2014 NOTARY PUALIC•STATE OF FLORIDA Karen S. Nielsen :Commission �DD1000358 Expires: JUNE I2, 2014 AONI)IW THRU ATLANTLCDONDINO co,, INC, T reasure Harvey E. Kc' in C oast Professional engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. Z-A'tLeo s/(4,himtL_'C=-rJ 7205 Elyse Circle v P S L Florida 34952-8u4 PHONE(772) 466-S509 FAX(772)489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor -1 • h - TML.n?- Owner Job Address 22ibi A(ob0NS-r0bi ?W. METAL ROOFING A ts&LF Wr l !o I SN A P LcCt< NEW ROOF RE -ROOF h REPAIR AREA 5S $61• (312.4 I METAL ROOF PLAN - -' V12, ht110 Date 13 LUNI.1 I' (SP Cu n=z5u = x = r5r x u.e = -c5•7 ZONE 2 P @ @ h=30 = X = PSF x 0.6 = —QA,I a = 3 ZONE 3 P @ @ h=30 = X - PSF x 0.6 = , h4• l a = MAX DESIGN PRESSURE PER NOA — ISb pSk DECK TYPE PLKTHICKNESS Iy��2" lu.6iJ BASE SHEE r L U 415J5 NO. OF PLIES �_ FA&TEHft-?tP-E PLY SHEET NO. OF PLIES FASTENER TYPE - TOP PLY _ NO. OF PLIES — FASTENER TYPE INSULATION BASE LAYER TYPE SIZE = TYPE OF FASTENERS: SPACING FIELD PERIMETER SPACING SPACING CORNERS INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ L;Vila Y I° VAyje.Ay-6_ JJ54D Ljc,-o S460-W5 DRIP EDGE SIZE 5" X 30 DRIP MATERIAL 26 HA•4, l FLASHING MATERIAL -2-!o 4 �i FASTENER SPACING FOR IMETAL ROOF PANELS: FIELD 6" PERIMETER 4v'" CORNER lv'• V T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. `these tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of Nor Less Located in Exposures B, C or D Table R301.2 [2]_oFt� jrt ryus;-- Q5.--Ir 7- ib COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE JPSF]. Qi�D 160ExpC 160ExpC 160ExpD 160ExpD (One story (Two story*) (One story*) (Two storyl Roof > 0 to 7 degrees Zone 1 -27.6 -33-4 -38.7 -40.6 -45.9 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zone 3 -69.8 -84.5 -97.7 -102.7 -115.9 oof > 7 to 27 degrees Zone 1 -25.3 3/2_ 27 degrees = 6/12 pitch Zone 2 -44.1 �;l yC of > 27to 45 degreesZonedegrees = 12/12 pitch Zone 2 Zone 3 - aof-- 0 to 7 degrees Zone 1 _ = .7degrees = ,11 /2 /12 pitch Zone 2 Zone 3 Roof> 7\to 27.degrees Zone 1 27 degrees'- 8/12 pitch Zone 2 J Zone 3 Roof> 27 to 45 degrees Zone 1 45 degrees = 12/12 pitch Zone 2 Zone 3 - 27.8 - 32.4 - 32.4 - 30,7 - 35.5 -37.2 - 42 - 53.4 - 61.8 -64.9 - 73.3 -78.8 - 91.2 - 95.7 - 10&11 -33-7 -40.0 -40.1 -46:2 -39.3 -45-4 -47,7 -53.8 -39.3 -45.4 - 47,7 -53.8 It 150 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story'") (two story*) (one story*) ( two story) 1 / -24.3 -29,6 -34.1 -35.8 -40.4 -40.8 -49.4 -57.2 -60-0 -67.8 l� -61.4 -74.3 -86.0 -90-3 -102.0 1�1 -22,2 - 26,9 - 31.1 -32.7 - 36.9 -38.7 - 46.9 - 54.2 -56.9 - 64.3 -57,3 - 69.4 - 80-3 -84.3 - 95.2 - 24.3 -29.5 -34.1 -35.8 -40.4 - 28.4 -34A -39.8 -41.8 -47.2 - 28A -34.4 -39.8 -41.8 -47.2 One story* = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet If allowed by the Miami Dade N.O.A or Florida Product Approval ., any system that does not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE htti)://www.tcbeweb.com CBUCK EncjIneering Specialty Structural Engl'neerinq CBUCK, Inc. Certificate of Authorization #8064 I Evaluation Report "Englert° Series 1101" Metal Roof Assembly Manufacturer: Englert, Inc. 1200 Amboy Avenue Perth Amboy, NJ 08862 (732) 826-8614 for Florida Product Approval # FL 11698.6-R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing ! Product: Series 1101 Roof Panel - Material: Steel Panel Thickness: 24 gauge Panel Width: 16" �' 1 Panel Seam: Snap -Lock Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 11-188-S1101-S4W-ER Date: 11 / 24 / 11 Contents: WamesBuc ner, P.E., SECB Evaluation Report Pages 1— 7 Florida P.E. # 31242 CBUCK, Inc. 1 Z113l11 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net CBUCK Engineering FL #: FL 116P8.6-111, Date: 11 / 24 / 11 Report No.: 11-188-S1101-S4W-EF Page 2 of 7 Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Englert, Inc. '/ "Series 1101" Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System vXseries 1101" Roof Panel Description: 24 gauge steel Nailstrip roof panel mechanically attached to Wood Deck with screws. Product Assembly as Evaluated: Support: - Slope: Refer to Page 4 of this report for product assembly components/materials & standards: 1. Roof Panel 2. Fasteners 3. Adhesive (select systems) 4. Underlayment 5. Insulation (Optional) Type: Wood Deck (Design of support system is outside the scope of this evaluation.) Description: �• 15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) J Minimum slope shall be: 3 : 12 or greater In accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: -150 PSF (Refer to "Table A" attachment details herein) METHOD 2: -165 PSF FL #: FL 11698.6-R1 Date: 11 / 24 / 11 CE3UCK Engineering Page Report No.: 3 11-18 78 51101-S4W-EF Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 i Performance The product described herein has demonstrated compliance with: Standards: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems • TAS 125-03 — Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural Scope: requirements of the Florida Building Code, as related to the scope section to j Florida Product Approval Rule 9N-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 9N-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assu lance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 11698.6-R1 Date: 11 / 24 / 11 CBUCK Encjineering Report No.: 4 of �8-S1101-S4W-EF Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: (by Manufacturer): Material: Thickness: Panel Widths: Rib Height: Yield Strength: Corrosion Resistance Fastener: Type: Size : Corrosion Resistance: Standard: SeZiation /Sealan e. i ocatio Englert Series 1101 Steel 24 gauge (min.) 16" (max.) Coverage 1" 40 ksi min. Per FBC Section 1507.4.3 Pancake -Head Wood Screw #10x1" Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 ! stik C m-Chaulk 5 One compy yuretha a esive 'a[[ " bead o g malee full leng f panel (Refe to Tnd draw' g Pg -7) Underlayment: —" Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Components& Insulation (Optio Materials: Ype: (by Others) T ickness: Pr oerties: ue sity: Or ompressive Stre hsulati Notes: • Insul tion sh I comply with incorp ate , fastener length sha support a minimum of 3/16". Igid Insj lati7'Bdprd 3 max. 2.25Vcf(n.s/ft') min. 20 ps :ion 08. hen insu ation is rm to 0enefrate thru bottom of i , FL #: FL 11698.6-R1 LC:Date: 11/24/11 E3UCK Engine erinQPagert No.: 5 11-18 78-51101-S4W-EF Spec ilalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings on Pages 6-7 of this evaluation report.) ■ Fastener Spacing: Refer to "TABLE A" Below (along the length of the panel) ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an integral snap -lock.) ■ Seam Adhesive: Refer to Table "A" & Drawing Page6. (Apply along male flange the full length of the panel.) ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD 1 METHOD 2 Design Pressure: -150 PSF -165 PSF Fastener Spacing: 6" ox. 3" ox. Seam Adhesive: Not required 3/8" bead (Refer to pg . 6-7) Install the "Series 1101" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 125 Uplift Test By Architectural Testing, Inc. (FBC Organization ID# TST 1558) Report No. 93745.01-109-18, Date: 11/16/09 Specimens #1-3 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Englert, Inc. Licensee #420 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 11698.6-111t Date: 11 / 24 / 11 CE3UCK Engineering Page Report No.: 6 of 78-51101-S4W-EF SpPclalty Structural EngineeLerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Drawings 16" Panel Profile 16" o.c. Wood Deck Integral Snap Lock VereTH 2' /8 a BAel I t I gt #10 x 1" Pancake -Head Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) FL #: FL 11698.6-R1 Date: 11 / 24 / 11 \CSUCK Engineering Report No.: 11-188-S1101-S4W-EF Page 7 of 7 Speclalftj Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 I Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck "Se Fastener: Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" METHOD 1 M E T H Op 2 Design Pressure: - 150 PSF - *,PSF Fastener Spacing: 6" ox. " o.c. Seam Adhesive: Not required 3/8" bead (Refer to pg 6-7 Florida Building Code Online: Page 1 of 2 r Florida Cepaventc! BCIS Home Log In User Registration Hot Topics Busines `-Prodct � � ,� Professional USER: Public User Approval Regulation Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail °aG17 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 y Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL5259-R14 Revision 2010 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 VAI James Akins555 Oakridge RoadHumboldt Industrial PkwyHazleton, PA 18201(800)894-4563 jakins@polyglass.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 11/30/2012 John W. Knezevich, PE V,- Validation Checklist - Hardcopy Received FL5259 R14 COI Trinity ERD CI - Nieminen Ddf Standard ASTM D1970 ASTM D226 ASTM D6164 ASTM D6222 ASTM G154 ASTM G155 FM 4474 FRSA/TRI07320 Year 2001 2006 2005 2002 2005 2005 2004 2005 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDavbSaAaZn3Cr... 11/26/2013 I 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 Date Revised Summ� fducts TAS 103 Method 1 Option D 12/09/2011 12/15/2011 12/20/2011 01/31/2012 04/23/2012 1995 FL # Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R14 II er120611FINAL POLYGLASS UNDERLAYMENTS FL5259- R14.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 Evaluation Reports application relates to one particular FL5259 R14 AE er120611FINAL POLYGLASS UNDERLAYMENTS FL5259- R14.Ddf underlayment system for use under foam -on tile systems. Refer to ER Section 5.5.2 for Created by Independent Third Party: Yes other systems and maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an 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: .� ® Khsck securitym I..T111C I, httn://www.flor,idabuilding.org/nr/nr ann dtl.asnx7naram=wCTF,VXOwtl)nvb4nAn7.nlC'r 11 /26/?01'1 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-119 150 Lyon Drive FL5259-1114 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 9: 12/06/2011 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/06/2011 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. TrinityiERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity]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. I � I\ TTRINI*ERD ROOFING COMPONENT EVALUATION: I 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section; Property Standard Year 1507.2.3; 1507.3.3, 1507.5.3, Physical Properties ASTM D226 2006 1507.7.31 1507.8.3, 1507.9.3 1507.2.4; 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Aging ASTM G154 2005 1504.6 Accelerated Aging ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 15878) Physical Properties PRI01111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST'5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 15878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 15878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST12508) Physical Properties RX14E8A 01/29/2009 ERD (TSTI6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TSTI6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST, 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TSTI6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST' 6049) Wind Uplift P30540.11.09-Ri 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 2 of 10 Entity ERD (TST 6049) ERD (TST 6049) ICC-ES (EVL 2396) Miami -Dade (CEP 1592) Polyglass USA Polyglass USA Polyglass USA UL (QUA1743) 4. PRODUCT DESCRIPTION: Examination Physical Properties Physical Properties IBC Compliance HVHZ Compliance Manufacturing Affidavit P/L Affidavit Materials Affidavit Quality Control 4.1 Mechanically Fastened Underlayments: QOTRINITYlERD Reference Date P33370.03.11 03/02/2011 P33370.04.11 04/26/2011 ESR-1697 11/01/2009 NOA Current Products Current 02/18/2009 Mule -Hide Cross Ltg 03/01/2008 Polystick SA Compound 08/18/2011 File No. R14571, Vol 1 Exp. 11/30/2012 4.1.1 ELASTOBASE is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 PSTOBASE P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 ✓Self -Adhering Underlayments: 4.2.1 POLYSTICK MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 POLYSTICK IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 POLYSTICK TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface; meets ASTM D1970 and TAS 103., �.2.4 POLYSTICK TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 POLYSTICK TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 POLYFLEX SAP, PoLYFLEX SAP FR, MULE -HIDE SA-APP CAP SHEET AND MULE -HIDE SA-APP CAP SHEET (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.2.7 DUAL PROTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a polyester fabric surface. 4.2.8 TILE PROTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 ELASTOFLEX S6G AND ELASTOFLEX S6G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 POLYFLEx G AND POLYFLEx G FR are polyester reinforced, APP modified bitumen cap sheets. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 3 of 10 Q0TRINI*ERD 5.4 1 Allnwahla rnnf rnvarc nnnliorl m+nn Fho .,,a, .i ,.,., -4-- _ Table 1: Roof Cover Options Underlayment Asphalt Nail -On Tile Foam -On& Shingles TileaMetal Shakes Wood Slate Shingles Elastobase, Yes Yes No Yes Yes Yes Elastobaselp Yes Yes No Yes Yes Yes Polystick MjfS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU Yes Yes Yes No Yes Yes See 5.4.1 Polystick TUP Yes Yes Ye No Yes Yes See 554.1 Polystick T I Plus Yes Yes Yes See 5.4.1 Yes Yes Yes Dual Pro Yes Yes No Yes Yes Yes Tile Pro Yes Yes es Yes Yes Yes See 5.Elastoflex S6G or S6G FR Yes Yes No No Yes Yes Polyflex G or G FR Yes Yes Ye See 554.1 No Yes Yes Polyflex SAP or SAP FR Yes Yes es No Yes Yes See 5.Mule-Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet (FR) Yes Yes See 5.4.1 No Yes Yes 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex G, Polyflex G FR, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule - Hide SA-APP Cap Sheet (FR) or Tile Pro. ➢ Dow TileBond: Polystick TU P, Polyflex SAP or Tile Pro 5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU P or TU Plus, or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment system is i desired. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 4 of 10 Q0TR1N1*ERD 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Polystick, Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ➢ ASTM D41 primed new untreated plywood; ➢ Existing plywood; ➢ ASTM D41 primed existing plywood; ➢ ASTM D41 primed OSB; ➢ Southern Yellow Pine; ➢ ASTM D41 primed Southern Yellow Pine; ➢ ASTM D41 primed structural concrete; ➢ Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood sheathing. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6G or S6G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on 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 07320 and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.2.1 Maximum Design Pressure = -622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polyflex G or G FR torch -applied. 5.5.2.2 Maximum Design Pressure = -315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR). 5.5.2.3 Maximum Design Pressure = -135 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 5 of 10 QOTRINIIY�ERD 5.5.2.4 Maximum Design Pressure = -90 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick.TU Plus Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and -mule -Ride SA-APP Cap Sheet (FR) 5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.5.3 Bond -to -Insulation: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanu rate or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. ➢ Elastoflex S6G or S6G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. ➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix I 5.5.4 Bond to Mechanically Attached Base Layer: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Elastoflex S6G or S6G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6G or S6G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Polyflex G or G FR only), in which case the maximum exposure is 180 days. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate ofAluthorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 6 of 10 �I TRINITY ERD 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems. Table 2: Tile System Options per FRSA/TRI 07320/8-05 System Underlay Option Section Reference Product(s) 3.02A 1 Batten Modified Cap Sheet Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR only No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P System One: 2 3.02B Sheet Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G Mechanically or G FR 4 3.02D No. 30 Elastobase; Elastobase P Fastened Tile, Unsealed or Sealed Self -Adhered Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR; Underlayment 5 3.02E Underlayment y men Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro System Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; No. 30 / Self -Adhered Mule -Hide Nail Base 6 3.02F Underlayment Top Layer: Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro 3.02A 1 Batten Modified Cap Sheet Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR only No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P System Two: 2 3.02B Sheet Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G Mechanically or G FR Fastened Tile, Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Mule - Sealed 4 3.02D Underlayment Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Underlayment Pro; Tile Pro System Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; No. 30 / Self -Adhered Mule -Hide Nail Base 5 3.02E Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro; Tile Pro 1 3.02A Modified Cap Sheet Polyflex G or G FR System Four 2 3.02B No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P Sheet Top Layer: Polyflex G or G FR Adhesive -Set 4 3.02D Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Tile, Unsealed or Underlayment Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Sealed Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment No. 30 / Self -Adhered Mule -Hide Nail Base System 5 3.02E Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) 1 3.02A No. 30 / Modified Cap Base Layer: ASTM D226, Type II; Elastobase; Elastobase P Sheet Top Layer: Polyflex G or G FR System Four 3 3.02C Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Adhesive -Set Adhesive -Set Underlayment Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Tile, Sealed Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment No. 30 / Self -Adhered Mule -Hide Nail Base System 4 3.02D Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 7of10 QOTRINITYIERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6G or S6G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 I Polystick MTS, IR-Xe. TU. TU P or TU Plus, Polyflex SAP or SAP FR, Mule -Hide SA- i APP Cao Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 ' All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back - nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back - nailed 6.4.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Exterior Resgarch and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 8 of 10 \I TRINITY ERD View of Ovelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 171-5259-1114 Revision 9: 12/06/2011 Page 9 of 10 r_ Q0 TRINITY' I ERD 6.5 Elastoflex S6G or S6G FR: 6.5.1 Elastoflex S6G or S6G FR shall be installed in compliance with current Polyglass published installation requirements. For use in nail -on tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex S6G or S6G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging.. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 must be used on all roof slopes greater than 7:12. For roof slopes in excess of 61/4:12, precautions should be taken, such as the use of battens, to prevent tile sliding during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredite,Id Quality Assurance Agency noted herein. 8. BUILDIN;G PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installati;n of this product. 9. MANUFACTURING PLANTS: 10. Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements Und Exterior Re: Certificate of ASSURANCE ENTITY: rs Laboratories - QUA1743; (314) 578-3406; k.chancellor@us.ul.com and Design, LLC. zation #9503 - END OF EVALUATION REPORT - Evaluation Report P12060.02.09-119 FL5259-R14 Revision 9: 12/06/2011 Page 10 of 10 L4>6L / L4Ao Nt t1— —L --0 T reasure Harvey E. Kc - n Coast Professiona�', neer#32831 B uilding Architect 9AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. Contractor .( • A• T & -l<1 0 _ Owner k Mk.'t'oC-4 Job Address _22Cy1oSCobJ 2D. METAL ROOFING �NG.L&_fiT' A&I SNe�P L,c�1� 7205 Elyse Circle P S L Florida 34952-E,,--. PHONE(772) 466-5509 FAX(772) 489-3035 E-MAILL• h koe h n en @tcbew eb. co m NEW ROOF RE -ROOF VC REPAIR AREA 5'$ 54�31�y, * 0'z) MET AL ROOF PLAN Date 2• 2A3 ASCE 7-10 & FBC 2010 ENCLOSED BLDG K SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V = ( (el- /EXPOSU RE—_0 —/A v Kzt =1.0/h _A!�j a /12 PITCH ROOFSYSTEM ML1'CL4,gx2 1 15tilk9tpey_ 9A FL. (Llo4S.4y P_I \ ZONE 1 P @ @ h=30 = X = PSFx0.6= --LZ► ZONE 2 P @ @ h=30 = X - PSF x 0.6 = --324 a = 4-1," ZONE 3P@ @ h=30 = X - PSFx0.6= —324- a=4tzvx+'7 " MAX DESIGN PRESSURE PER NOA DECK TYPE PLK Woorl THICKNESS ,,/2V' "lea. BASE SHEET Ty 91.0-4 NO. OF PLIES 1 FA5fTfi�t€R7"E SPAEING RL. SZS�{•I S `� �v►t�w PLY SHEET NO. OF PLIES — FASTENERTYPE SPACING TOP PLY NO. OF PLIES - FASTENER TYPE SPACING INSULATION BASE LAYER TYPE TYPE OF FASTENERS: SPACING FIELD ^ PERIMETER SIZE CORNERS INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ *DX k" ?ANGl.440. LAS10 W-19 SGeeu►S DRIP EDGE SIZE _ 3vX "� DRIP MATERIAL -1,6 A P,-A FLASHING MATERIAL 26 G�-� • � FASTENER SPACING FOR METAL ROOF PANELS: FIELD 6P'4 PERIMETER 6 n CORNER N T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B u i Id i ng Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2 [2]_0F rtctug.- ---�1-5-( A54-fff 7- lb COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE (PSF]. Q�B 160Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story') (Two story*) Roof > 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56,2 -65.0 -68.3 -77.1 Zone 3 -69.8 -84.5 -97.7 -102-7 -115.9 to 27-30,7 3/�r7dfe -35.5 -37.2 -42 rees = 6/12 pitch Zone 2 -44,1 - 63A - 61.8 -64.9 - 73,3 -78.8 - 91.2 - 95.7 - 108:,1 %l yCRof > 27 to 45 degresZone.egrees = 12/12 pitch Zone 2 Zone 3 Roof > 0 to 7 degrees Zone 1 -7degrees = 11/2 /12 pitch Zone 2 _ - Zone 3 _Roof.> 7 to:27 degrees Zone 1 27 degrees 6112 pitch Zone Zone 3 Roof > 27 to 45 degrees Zone 1 45 degrees = 12/12 pitch Zone 2 Zone 3 - 27.8 -33.7 -40.0 -40.1 -46:2 - 32.4 -39.3 -45.4 -47.7 -53.8 - 32.4 -39.3 -45.4 - 47.7 -53.8 0 160 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story*) ( two story*) (one story*) ( two story`) -24.3 -29,5 -34.1 -35.8 -40,4 -40,8 -49,4 -57,2 -60.0 -67.8 17% -61.4 -74.3 -86.0 -90-3 -102,0 -22,2 - 26.9 - 31.1 -32.7 - 36.9 -38.7 - 46.9 - 54-2 -56.9 - 64.3 -57,3 - 69.4 - 80-3 -84.3 - 95.2 - 24.3 =29.5 -34.1 -35.8 -40.4 - 28.4 -34,4 -39.8 -41.8 -47.2 - 28 A -34.4 -39.8 -41.8 -47.2 One story, = one story building with a maximum mean roof height of 15 feet Two story`` = two story building with a maximum mean roof height of 30 feet If allowed by the Miami Dade N.O.A or Florida Product Approval any system -that does not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE htto://www.tcbeweb.com CBUCK EngineerinQ Specialty Structural EnginPerinq Evaluation Report "Englert° Series 1101" Metal Roof Assembly Manufacturer: Englert, Inc. 1200 Amboy Avenue Perth Amboy, NJ 08862 (732) 826-8614 for Florida Product Approval # FL 11698.E-R1 CBUCK, Inc. Certificate of Authorization #8064 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "Series 1101" Roof Panel Material: Steel Panel Thickness: 24 gauge 1' Panel Width: 16" Panel Seam: Snap -Lock \N Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 11-188-S1101-S4W-ER Date: 11 / 24 / 11 Contents: Evaluation Report Pages 1— 7 r� Wme�Bu ner, P.E., SECB Florida P.E. # 31242 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 ! l Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net CBUCK Engineering FL #: FL 11698.6-111 Date: 11 /' 24 / 11' Report No.: 11-188-S1101-S4W-EF Page 2 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name Product Category: Englert, Inc. "� "Series 1101" Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System Series 1101" Roof Panel Description: 24 gauge steel Nailstrip roof panel mechanically attached to Wood Deck with screws. Product Assembly as Evaluated: 'Support: - Slope: Refer to Page 4 of this report for product assembly components/materials & standards: 1. Roof Panel 2. Fasteners 3. Adhesive (select systems) 4. Underlayment 5. Insulation (Optional) Type: Wood Deck (Design of support system is outside the scope of this evaluation.) Description: �• 15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) Minimum slope shall be: 3 : 12 or greater In accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: -150 PSF (Refer to "Table A" attachment details herein) METHOD 2: -165 PSF CSUCK Engineering FL #: FL 11698.6-R1 Date: 11 / 24 / 11 Report No.: 11-188-S1101-S4W-EF Page 3 of 7 Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance The product described herein has demonstrated compliance with: Standards: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural Scope: requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 9N-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". • Option for application outside "Limitations and Conditions of Use" Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 9N-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 11698.6-R1 Date: 11 /24 / 11' C®UCK E:'ng1 le=L=r1nQ Page Report No.: 4 - 88-S1101-S4W-EF Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: (by Manufacturer): Material: Thickness: Panel Widths: Rib Height: Yield Strength: Corrosion Resistance Components& Materials: (by Others) Fastener: Type: Size : Corrosion Resistance Standard: ZVdt Nam A 'cation S pplic Englert Series 1101 Steel 24 gauge (min.) 16" (max.) Coverage 1" 40 ksi min. Per FBC Section 1507.4.3 Pancake -Head Wood Screw #10x1" Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 B stik C m-Chaulk 5 One compo ent, p yuretha a esive 8" bead alo g male fla a the full leng f panel (Refe to Tab " and draw' g Pg -7) Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 nsulation (Optioi - De sity: omp hsulati Notes: • Insul tion sh I comply with incorp ate , fastener length support a minimum of 3/16". gid InsulatiBdprd '(max.) 2.25Vcf(n.s/ft') min. 20 ps on 08. hen insu ation is m top n rate thru bo tom of i CSUCK Engineering FL #: FL 11698.6-111 Date: 11 / 24 / 11 Report No.: 11-188-51101-S4W-EF Page 5 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 I Installation: Installation Method: (Refer to "TABLE A" below and drawings on Pages 6-7 of this evaluation report.) ■ Fastener Spacing: Refer to "TABLE A" Below (along the length of the panel) ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an integral snap -lock.) ■ Seam Adhesive: Refer to Table "A" & Drawing Page6. (Apply along male flange the full length of the panel.) ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD 1 METHOD 2 Design Pressure: -150 PSF -165 PSF Fastener Spacing: 6" o.c. 3" o.c. Seam Adhesive: Not required 3/8" bead (Refer to pg . 6-7) Install the "Series 1101" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 125 Uplift Test By Architectural Testing, Inc. (FBC Organization ID# TST 1558) Report No. 93745.01-109-18, Date: 11/16/09 Specimens #1-3 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Englert, Inc. Licensee #420 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering j (FBC Organization # ANE 1916) FL #: FL 11698.6-111 Date: 11 /'24 / 11' CSUCK Engineerinq Page Report No.: 6 11-18 78-S1101-S4W-EF Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8054 Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Drawings 16" 3/4" - Panel Profile 16" o.c. MW Wood Deck Integral Snap Lock Vere TH 2: /8 a Bo I t I gt el #10 x 1" Pancake -Head Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) - FL #: FL 11698.6-R1 ,l Date: 11 / 24 / 11 CSUCK EngineL=rirlq RReegeort No.:1 - 88-S1101-S4W-EF Structural EnglnPprinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Englert, Inc. 1101" (24 gauge steel) Roof Panel attached to Wood Deck Fastener: #10 Pancake -Head Screw "Series 101"Roof Panel 15/32" Wood Deck Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report A TABLE "A" METHOD 1 METHO 2 Design Pressure: - 150 PSF *,PSF Fastener Spacing: 6" ox. no. . Seam Adhesive: Not required 3/8" bead (Refer to pg 6-7 Florida Building Code Online Page 1 of 2 Florida Departments BCIS Home Log In User Registration Hot Topics Businesp-)) Prodct Apr Professional a u USER: ublics UUseer oval Regulation 11111111-76 ERE` Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application History > Application Detail >.a ruv 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 Referenced Standard and Year (of Standard) FL5259-R14 Revision 2010 Approved POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext242 jakins@polyglass.com James Akins jakins@polyglass.com Steve Wadding 150 Lyon Drive Fernley, NV 98408 (602)363-7139 stevew@polyglass.com James Akins 1 555 Oakridge Road ` r Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 n/ jakins@polyglass.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 11/30/2012 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL5259 R14 COI Trinity ERD CI - Nieminen.odf Standard ASTM D1970 ASTM D226 ASTM D6164 ASTM D6222 ASTM G154 ASTM G155 FM 4474 FRSA/TRI 07320 Year 2001 2006 2005 2002 2005 2005 2004 2005 httD://viww.floridabuildin2.orz/nr/Dr ann dtl.asnx?naram=wGEVXOwtDovbSoAa7,n3Cr--_ 1119A19.011 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 Date Revised Summary Products TAS 103 Method 1 Option D 12/09/2011 12/15/2011 12/20/2011 01/31/2012 04/23/2012 1995 FL # Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R14 II er120611FINAL POLYGLASS UNDERLAYMENTS FL5259- R14.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 Evaluation Reports application relates to one particular FL5259 R14 AE er120611FINAL POLYGLASS UNDERLAYMENTS FL5259- R14.odf underlayment system for use under foam -on tile systems. Refer to ER Section 5.5.2 for Created by Independent Third Party: Yes other systems and maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: & kk M 3CClliltymi TRKW http://www.flo.idabuilding.org/pr/prapp dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Cr... 11/26/2013 �I TRINITY EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 Evaluation Report P12060.02.09-119 FL5259-R14 Date of Issuance: 02/24/2009 Revision 9: 12/06/2011 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/06/2011 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity[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. Trinity[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. i QOTRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section) Property Standard Year 1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 2006 1507.7.3', 1507.8.3, 1507.9.3 1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3, 1507.1112 Physical Properties ASTM D6164 2005 1507.11:2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Aging ASTM G154 2005 1504.6 Accelerated Aging ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFEREINCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRI01111 04/08/2002 PRI (TSi 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20117A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) I Physical Properties P33360.06.10 06/25/2010 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate ofAuthorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 2 of 10 Entity ERD (TST 6049) ERD (TST 6049) ICC-ES (EVL 2396) Miami -Dade (CER 1592) Polyglass USA Polyglass USA Polyglass USA UL(QUA1743) 4. PRODUCT DESCRIPTION: Examination Physical Properties Physical Properties IBC Compliance HVHZ Compliance Manufacturing Affidavit P/L Affidavit Materials Affidavit Quality Control QOTRINITYIERD Reference Date P33370.03.11 03/02/2011 P33370.04.11 04/26/2011 ESR-1697 11/01/2009 NOA Current Products Current 02/18/2009 Mule -Hide Cross Ltg 03/01/2008 Polystick SA Compound 08/18/2011 File No. R14571, Vol 1 Exp. 11/30/2012 4.1 Mechanically Fastened Underlayments: 4.1.1 ELASTOBASE is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 YFLASTOBASE P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 ✓Self -Adhering Underlayments: 4.2.1 POLYSTICK MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 POLYSTICK IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 POLYSTICK TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface; meets ASTM D1970 and TAS 103. �.2.4 POLYSTICK TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 POLYSTICK TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 POLYFLEX SAP, PoLYFLEX SAP FR, MULE -HIDE SA-APP CAP SHEET AND MULE -HIDE SA-APP CAP SHEET (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.2.7 DUAL PROTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a polyester fabric surface. 4.2.8 TILE PROTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 ELASTOFLEX S6G AND ELASTOFLEX S6G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 POLYFLEx G AND POLYFLEx G FR are polyester reinforced, APP modified bitumen cap sheets. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH] for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 3 of 10 M Q0TRINI*ERD AllnwahlA rnnf rnvarc nnnliarl ;;i-nn tha iinriarlavmantc nra ac fnllnIAM' Table 1: Roof Cover Options Underlay ent Asphalt Nail -On Tile Foam -On Metal Wood Shakes Slate Shingles Tile Shingles Elastobasel Yes Yes No Yes Yes Yes ElastobaselP Yes Yes No Yes Yes Yes Polystick MTS Yes Yes No Yes Yes Yes Polystick IF,-Xe Yes No No No Yes Yes Polystick TU Yes Yes Yes No Yes Yes I See 5.4.1 Polystick TIU P Yes Yes 5 No Yes Yes See 4.1 Polystick TU Plus Yes Yes Ye Yes Yes Yes See 5s Dual Pro Yes Yes No Yes Yes Yes Tile Pro Yes Yes See es 5.Elastoflex Yes Yes Yes S6G or S6G FR Yes Yes No No Yes Yes Polyflex G or G FR Yes Yes Yes No Yes Yes I See 5.4.1 Polyflex S P or SAP FR Yes Yes Yes No Yes Yes See 5.4.1 Mule -Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet (FR) See 5.4.1 5.4.1 5.4.2 5.4.3 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex G, Polyflex G FR, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule - Hide SA-APP Cap Sheet (FR) or Tile Pro. ➢ Dow TileBond: Polystick TU P, Polyflex SAP or Tile Pro For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU P or TU Plus, or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 4 of 10 �! TRINITY ERD 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Polystick, Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ➢ ASTM D41 primed new untreated plywood; ➢ Existing plywood; ➢ ASTM D41 primed existing plywood; ➢ ASTM D41 primed OSB; ➢ Southern Yellow Pine; ➢ ASTM D41 primed Southern Yellow Pine; ➢ ASTM D41 primed structural concrete; ➢ Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood sheathing. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6G or S6G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on 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 07320 and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.2.1 Maximum Design Pressure = -622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polyflex G or G FR torch -applied. 5.5.2.2 Maximum Design Pressure = -315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR). 5.5.2.3 Maximum Design Pressure = -135 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 5 of 10 Q0 TRINITY I ERD 5.5.2.4 Maximum Design Pressure = -90 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet an u e- i e SA-APP Cap Sheet (FR) 5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.5.3 Bond -to -Insulation: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. ➢ Elastoflex S6G or S6G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. ➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix J. 5.5.4 Bond to Mechanically Attached Base Layer: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Elastoflex S6G or S6G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or PAS 120. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6G or S6G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Polyflex G or G FR only), in which case the maximum exposure is 180 days. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 6 of 10 QOTR1N1*ERD 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems. Table 2: Tile System Options per FRSA/TRI 07320/8-05 System Underlay Option Section Reference Product(s) 3.02A 1 Batten Modified Cap Sheet Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR only No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P System One: 2 3.028 Sheet Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G Mechanically or G FR Fastened Tile, 4 3.02D No. 30 Elastobase; Elastobase P Unsealed or Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR; Sealed 5 3.02E Self -Adhered Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Underlayment Underlayment y Dual Pro; Tile Pro System Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; No. 30 / Self -Adhered Mule -Hide Nail Base 6 3.02F Underlayment Top Layer: Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro 3.02A 1 Batten Modified Cap Sheet Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR only No. 30 /Modified Cap Base Layer: Elastobase; Elastobase P System Two: 2 3.02B Sheet Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G Mechanically or G FR Fastened Tile, Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Mule - Sealed 4 3.02D Underlayment Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Underlayment I Pro; Tile Pro System Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; No. 30 / Self -Adhered Mule -Hide Nail Base 5 3.02E Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro; Tile Pro 1 3.02A Modified Cap Sheet Polyflex G or G FR 2 3.02B No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P System Four Sheet Top Layer: Polyflex G or G FR Adhesive -Set 4 3.02D Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Tile, Unsealed or Underlayment Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Sealed Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment No. 30 / Self -Adhered Mule -Hide Nail Base System 5 3.02E Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) No. 30 / Modified Cap Base Layer: ASTM D226, Type II; Elastobase; Elastobase P 1 3.02A Sheet Top Layer: Polyflex G or G FR System Four 11 Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile B": 3 3.02C Underlayment Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Adhesive -Set Tile, Sealed Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment No. 30 / Self -Adhered Mule -Hide Nail Base System 4 3.02D Underlayment Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 F1_5259-1114 Revision 9: 12/06/2011 Page 7 of 10 QOTRINITYIERD 6. INSTALLLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6G or S6G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 Polystick MTS, IR-Xe, TU, TU P or TU Plus, Polyflex SAP or SAP FR, Mule -Hide SA- APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back- nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back - nailed 6.4.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Exterior Research and Design, LLC. Evaluation Report P12060.02.09-119 Certificate of Authorization #9503 FL5259-R14 Revision 9: 12/06/2011 Page 8 of 10 QOTR1N1*'ERD View of Ovelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 9 of 10 I I 1 QOTRINITYIERD 6.5 Elastoflex S6G or S6G FR. 6.5.1 Elastoflex S6G or S6G FR shall be installed in compliance with current Polyglass published installation requirements. For use in nail -on the applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex S6G or S6G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 1 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging.. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 must be used on all roof slopes greater than 7:12. For roof slopes in excess of 61/4:12, precautions should be taken, such as the use of battens, to prevent tile sliding during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFA'CTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 Certificate of Authorization #9503 FL5259-1114 Revision 9: 12/06/2011 Page 10 of 10 i 2013.12-04 20 02 j.a.", Ior ro.ofing 772 468 8V 7724621735 P 2/7 DATE: — FEES DUE: RECEIPT #: permit N: _ �rt�rreooes�ot -� Planning & Development Services Department Building & Code Regulation Division c . 2300 Virginia Avenue Ft. Picrer, FL 34982-5652 F TcL 772462.1.553 ..APPLICATION FORROOF PERMIT S E REVERSE FOR.INSTRUCTIONS 1. Location/Site Address: In 81) 2. Parcel ID Number: i Office Use Section Townshi Rnn o Mn Pa a Land se lni ' Is Only 3. Description of Projector Work Activity��!�{��G4 4. Total Roof Area (square feet)' A 514o tclr 6. Type of Roof: j ] Fiberglass Shingle [ ] Concrete Roof Tile I ] Wood Shake / Shingle j ] Tar & Gravel [ ] Modified Bitumen jv� Other 11 JIB, (zroduct Approval required for all types of Roofing Material (2 Sets)f�fl ° 15 j ] 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 S. Contractor Information Name: MAYi, : � h ueceeAiqmJ6J FL Reg/Cent #: OAO, 13 252 5 Address: a In i d L11 0 &-yd County Cert #: 0 City: State:_ Business Name: • —1 ' qq Zip: 1Z 6 Phone: l Phonc: J i 9. Value of Construction: S ' �+allote D in`nnd'Fiinatl'1ns cction°Re 'aired. Addition"AI Ins tion rota 'bc'r 'aired r Product A royal. I'Y a 9 Y M pc nn CONTRAC R/, OWNER'S AFFIDAVIT: 1 eertily that all ofthe inibrmntion contained in this application is eormct and the t all work will be done in compliance with all`applicable lawn regulating construction and zoning, 1fT lip .11 PRINT QUALIFIERS/OWNERS NAI-Lu SIG U L OF QUALIFIER/OWNER STATE OF FLOR1nA. COUNTY OF ACKNOWLEDGED BF,FOI FE METIIIS-2.i!g;DAYOF . 20 , BY is L 1 WHO {N N IS .R FAL'l'0 ME OR HAS PRODUCED' AN IDENTIFICATION NOTARY PL'ALIC•STATE OF FTARIDA NIGNATUR ; OF NOTARY TYPE OR PRINT A E OF NOTARY (seal) -At .. Karin S. Nielsen Com6sdou#01000358 COMM ISSIONNMB&R)zN.66nq„,arExpires � �.1Z,2014 �IONttt{n'rHRV.ATLMngaoNDINOC IMPI 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. Revlu(d 4a6/201ai i i 2013-12-04 20:62 j.a.i roofing 772 468 8397 7724621735 P 3/7 ,or rwNany npptatanr • �7t4YNC WNlliy, . nupirrYYww . orglpaslt:Ipmasp epicitaw-ija44-iduul =Uld PROPERTY RECORD CARD NnrG IluaultNn Rr orrl: l of l :I're� Neat ;•r 5pcc.,\ssnmt I'u.r� I'�rmltlinn� I'r111dis Illrttll Print !'rupttl�' IdruliriCulluht y . Site Address: ' 22I0 JOHNSTON RO Pare 10: `: 1334-413.0006.000.9 Scdl'own1Rangc: 34 :34S :39E Account tt: S592 Map ID: 13/34S Us1:'fype: SF Res 7.oning; AR-1 CitylGnty: Saint Lucie County Ownend ip;utd lt;ulut.. Legsl Ursctipliva Ownct; Mall Hamilton Thctde Wumllton 34 34 39 N 275 FT OF S 138$50 FT OF W I/z OF E I" OF SE 1/4-LESS IN Address: 2210 Johnston Rd 40 FT FOR RD R/W- (3,93 AC) (MA 'Fort Piero: FL 34951 A113 Mn�� Nalco rulwmedion A%sessineol201.1 '1 oNd 1.111181 and ISuildru;; Date Price Codc Deed Bool/Page 201.1 Final; 148700 Land Voluc: 47200 Acres; 3.93 1/3/1997 100 04 WD 1054/ 0685 Assessed: 148700 Building Value! 101500 10/23/1996 100 01 WD 1043 / 0036 Ag.C:redil; 0 Finished Arch; 2773 SgFt 3/27/1996 100 02 PR 1006 / 1703 Exempt: S0000 7/1/1985 26000 00 CV 0469 / 1361 'Taxable: 99700 'faxes: 2180,34 7RIp IWILDINC INFORMATION , CARAlp CORM .No Image Available t•:alt•01,i Ivadupes View: RauiCovo; SA - Asph Shingle Roolilruet; GA • Oable ExtTylle: HC+ - HC+ YcarBIt: 1998 Frumc; - Crude; C+ - C+ EIIYIBlt: 1998 PriulaWull: WS • WaodlShcdh Storyl•lght: I 002D - 2 Story Na, Units; I Swwall; - lnlClYbt 1-rnlorrS BeIRourns: 5 F~Icctric: MX - MAXIMUM PtminlWntl: OW - Drywall Fullbath; 1 2 Hcat'I'ypa: FHA - FredHotAit Avg1'll/tit: STD 1/28ath; 0 I;lwipucl: , ELEC - Electric Prm,Flors;: CU - Carpal %A/C: 100' '7allctttedi 100 %Sprinkled: 0 Spwlial Feamrn and lard heats band Informntion Tyra Y/S Qly, Unity Qual, Cond, Wall. No. Use'l'ypc 'rypu Measure lhpth I 0100SF Rcs 513 -Aaw 3.93 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. page 1 of 1