Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDATE: I a J i5 1 k -7% 1 FEES DUE:li,_; sy.,,M I RECEIPT #: CrC aJ 9 2, Permit #: Planning & Development Services Department ® Building & Code Regulation Division sq a 0 2300 Virginia Avenue /�/�o Ft. Pierce, FL 34982-5652 �� Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT c°unt y SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location%Site Address: 12)z0 v`►/h o �Q 4�, C 2. Parcel ID Number: lyly %0l (3, Zq Q�(} 6 Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: -e /-4"i 6v 0 4. Total Roof Area (square feet): 3 90 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen Y] . Other e Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information p�/ 9 8. Name: , � „ 1� 1 a IS �r!1' I s�sLy Address. III N1Dn L%/ Pcl RIX City: t , e&e State: �- Zip: Phone: - I (4-3 0k0 I 9. Value of ;Construction: $ Contractor Information FL Reg/Cert #: CLC 0V0 2 County Cert ih LOS0 4 Business Name: k! '6e f0efc r Cell Phone: **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. i CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the infonnation contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. r � ,&J P I1T QUALIFIERS/OWNERS NAME IGNATURE OF QUALIFIER/OWNER f STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF v 20 ! J, BY 11� i(_yt,C vo�CLv,�Q l (1TQ T)T`TJCATU A T 7 V .7„��TO ME OR HAS PRODUCED r MISTY BOBILIN - +�� ti� MY COMMISSION �EE883700 SIGNA^ URE OF ARY TYPE OR P NT NAME OF NOTARY (se EXPIRES: MAR E 883 3,2017 Bonded through 1st COMbIISSIONN BER �CO 0 Statelnsura�ce 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 4n6/2010 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about C I Z- l5' i3 . I did personally inspect the roof deck nailing (Date) work at, ��J (,. C(3�0y' k'- �2 H1 (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.) . Z:�� - - -- Signature and Seal i STATE OF FL I A COUNTY,OF by to, and subscribed before me this � day of as (f<�(-,05 l License # R 245, who has produced Notary Public, State of Florida- , Signature of Notary: Commission Number: (Seal) En 01/19/2011 PAY C80n6rd0t:h�Q:h STY BOBILIN STY N #E 883700R 13, 2017 State Insurance Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD O G Ryals (TR) Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 132 Commonwealth Ct ParcelID: 1414-701-0129-000-6 Sec/Town/Range: 14 :34S :40E Account #: 7534 Map ID: 14/14S Use Type: SF Res Zoning: RS-4 City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: O G Ryals (TR) Carolyn Ryals (TR) QUEENS COVE -UNIT 1- BLK 14 LOT H(OR 1122-1192; 2402-2633) Address: 132 Commonwealth Ct Fort Pierce FL 34949-8306 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 295200 Land Value: 183900 Acres: 0.24 10/13/2005 100 01 WD 2402 / 2633 Assessed: 251587 Building Value: 111300 1/12/1998 109000 00 WD 1122 / 1192 Ag.Credit: 0 Finished Area: 1907 SgFt 2/1/1988 68000 00 CV 0577 / 0505 Exempt: 50000 3/1/1984 0 01 CV 0427 / 0566 Taxable: 201587 8/111983 48000 00 CV 040811111 Taxes: 4264.02 8/111982 50000 00 CV 0384 / 0995 BUILDING INFORMATION Exterior Features View: RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HC+- HC+ YearBlt: 1998 Frame: Grade: C+ - C+ EffYrBit: 1998 PrimeWaII: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items s Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth DOK2 - WOOD DOCK Y 1 432 AV AV 1998 1 0100-SF Res CRUA-Front Ft 101 102 DWC - Driv-Concret Y 1 720 AV AV 1998 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/prc.asp?prclid=141470101290006 12/4/2013 From: Richard Newland Fax: +1 (866) 610.8652 ' 0 To: Audrey Humphrey Fax: +1 (772) 462-1578 2 of 2 12/1312013 7:21 JOSEP4 E. SMI , LERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY ILE'-9 3SO6512 7112,2013 of D1:32 Prvi NOTICE OF COMM or SOOK�3587 PAGE 373 - 373 Dac TXe: ,qC Permit No. �r lJt�c� Tax Folio No. State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if a QUEENS COVE -UNIT 1- BLK 14 LOT WOR 1122-1192; 2402.2833) General description of Owner information or Lessee information if the Lessee contracted for the Improvement: Name O G Ryals (TR) Address r 132 Commonv oaith Ct _Fort Pierce FL 34949-8306 Interest in property: ins t r - ' _. Name and address of fee simple titleholderAif different from Owner listed above): Contractor's Name: Contractor Address: Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: 5 Name and address: Phone number. Lender Name: Phone Number: Lender's address - Persons within-tho State of Florida designated by owner upon whom notices or other documents maybe served as provided bySeetion 71.3.28(1) (47., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Llenor's Notice as provided in Section:Z;.3.;g(1) (b), Florida Statutes. Phone number of person or entity, designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final ayment to the contractor, but will be 1 year from the date of recording unless a different date is specified) ...... 4TZfAt- WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST iNSPECTION. IFYOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declara that I have read the foregoing notice of commencement and that the facts stated therein are trueto the best of PtpPowledg;eand belief. r-s of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) n The foregoing instrument [was acknowledged before me this S , day of Ltd l +?I'2120� "^j gy Inc ill (-�L•'� as for t Name of Pers n Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed RICH&IVNEWLMID Personally known-], or produced Identification tgnature of Notary Public - State of Florida) MY COMMiS8KtN #EW116 (Print, Type, or Stamp Commissioned Name ubl0MREB, MM 13,2M? Type of Identification produced 1 Bonded through let 81* Ia6Uf� 0 1 � Z. LOVVJ(1-0�4,(fc"I� E-7- BUILDING ROOF LAYOUT SCALE: N.T.S. ROOF ZONES SCALE: N.T.S. COMPONENT & CLADDING DESIGN PRESSURES: ROOF LOCATION ACTUAL ALLOWABLE ZONE 1 FIELD -36.1 PSF -108.5 PSF ZONE 2 PERIMETER -75.8 PSF -108.5 PSF ZONE 3 CORNERS -114.0 PSF -156.5 PSF WOOD DECKING: 15/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH 8d RING SHANK NAILS OR #8 X 2" SCREWS @ 8" O.C. MAX. IN THE FIELD & 8" O.C. MAX. AT THE PERIMETER W/ PEEL-N-STICK UNDERLAYMENT. CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117) "26 GA. 5V CRIMP" ROOFING ATTACHMENT: #9-15 X 1-1/2" WOODZAC W/ZAC HEAD S.S. AT MAX. SPACING OF 6" O.C. @ THE CORNERS & PERIMETER & 12" O.C. THROUGHOUT (BASED ON FLORIDA PRODUCT APPROVAL #FL11651.12). ZONE 1: ALLOW. UPLIFT = -108.5 PSF > ACTUAL = -36.1 PSF ZONE 2: ALLOW. UPLIFT = -108.5 PSF > ACTUAL = -75.8 PSF ZONE 3: ALLOW. UPLIFT = -156.5 PSF > ACTUAL = -114.0 PSF NOTES: 1. ROOFING OVER EXISTING WOOD DECK. 2. INSTALL FASTENERS PER REQUIRED FREQUENCY LISTED ABOVE FOR WOOD DECKING & ROOF COVER. 3. FOLLOW ALL LOCAL & REGIONAL ORDINANCES. 4. USE FASTENERS AS PER REQUIRED - MANUFACTURERS SPECIFICATIONS & FL# 11651.12. 5. ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR. REVISIONS U� aC a� Z 0a v ¢� 500 zU� �az e x N V o Z�m a=w� FD V m� 508 1�iJ u+a< µ�+ag 0 'Itu Z td 0 o Q>A rm2 U G� L"� zu z3� 12 'zo mom W zxz <Wo z 4 / \ �• ~ � DESIGN CRITERIA: Z®' �6••. . 2010 FBC = (): y N•: s ASCE 7-10 •; W mom. o. WIND LOAD: 160 MP . 0 •0 C 124 MP • .• WIND BORNE DEBRIS P� DRAWN NOVETI R 1 MEAN ROOF HEIGHT:d••• RY JASpN Y. SfKS HIP ROF CONDITION -ENCLLOSED BLDG. RISK CATEGORY II EXPOSURE: "D" SCALE AS SHOWN ADJUSTMENT FACTOR: 1.47 GCPI: +/- 0.18 SHEET END ZONE (A): 5.2' Florida Building Code Online Page 1 of 5 t H „'FRsv ✓ i d x f- 1 i' 4 ,` ,' EIS" BCIS Home Log InF i User Registration i Hot Topics.; Submit Surcharge ! Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines - Professi hal Product Approval USER: Public User Ri'-, datlo2Il . Pro�yirk.fig>rgval..rtenu, > PeOduek or Application Search > Ap lira ion task > Application Detail FL # FL11651-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived I Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2014 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F1.1.1651. RI. COI Letter of Certif.odf FL1_1651.._RI_CQI._Lett- �fNerrie._<;hi;n,ye.I�df Standard Yea r FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL1897 2004 UL580 2006 Sections from the Code i htt //www.floridabuildin .or / r/ r_a dtl.as x? aram=wGEVX wtD s Fc5K%2frr... P� g g P p Pp_ P P Q q Q 12/4/2013 'e 4Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page it FL # I Model, Number or Name 11651.1 0.032" Aluminum 5V Crimp Method 1 Option D 02/15/2012 02/23/2012 02/29/2012 04/03/2012 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5PSF Other: -108,5 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. id 0 Page l/ 20 0 Description 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood Installation Instructions FL .16 1_ Rl II,_ Alum,_5 V Crirnll D , ilsnldf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE Alum 5V Crimp Panel over .5 Plywood NONHVH7_ Roof 2010 Format.odf Created by Independent Third Party: Yes 11651.2 0.032" Aluminum Gulf Lok 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL11651 RI II Alum. Gulf Lok over.5 Plvwood Non HVHZ detail.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports F1.1.1651 RI AE Alum Gulf lock over 15-32 Plywood Roof 2010 fgrrr,Ig..prif Created by Independent Third Party: Yes 11651.3 1" Mechanical Lock 1" Mechanical Lock 24 Ga. 16 1/2" Wide Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI1.651. RI 11 1 Mech Lock 24 gal over .5 ply HVHZ detall.pclf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-138.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" Evaluation Reports o.c. clip spacing. Install per manufacturers details. For use in FL11651 Ri AE 1 Mech Lock 24 oa. over .5 Plywood HVHZ Roof 2010 format.pdf HVHZ Zones. Created by Independent Third Party: Yes 11651.4 1" Mechanical Lock 1" Mechanical Lock 0.032" Aluminum 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 1 in Mech Lock Alum details.odf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-101.OPSF Evaluation Reports Other: -63.5 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" FL11651 RI AE 1 Mech Lock Alum over .5 Plywood HVHZ Roof 2010 format.pdf o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 111651.5 1 1" Snap Lock 1 1" Snap Lock 24 Ga. Roof over 15/32" Plywood i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.OPSF Other: -67.3 psf @ 24" o.c. clip spacing. -131.0 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions FL11651 R1.._I124.Es3._l.._in.Fr!s1R.a.52ck,dvPr._..S..ply„wngd..HVHZ iL'-.- Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 1.0 Snap Lock 24 ga. over .5 Plywood HVHZ Roof 2010 format.pdf Created by Independent Third Party: Yes 11651.6 1.5" Mechanical Lock 1.5" Mechanical Lock 24 Ga. 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 It 24 ga. 1..5 in Mech Lock over .5 plywood Approved for use outside HVHZ: Yes LIVJ-IZ details.odf http://www.floridabuilding. org/pr/pr_app_dtl. aspx?paraln=wGEVXQwtDgsQFc5K%2f Tr... 12/4/2013 ' Florida Building Code Online Page 3 of 5 Impact Resistant: N/A Design Pressure: +N/A/-123.5PSF Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 6" o.c. clip spacing, Install per manufacturers detals. For use in HVHZ Zones. 11651.7 11.5" Snap Lock Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clips spacing. -116.0 psf @ 6" o.c. clips spacing. Install per manufacturers details. For use in HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports F1.11651 R1 AE 1.5 Mech Lock 24 ga. over .5 Plywood HVHZ Roof 2010 format.pdf Created by Independent Third Party: Yes 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood Installation Instructions FL11651 R1 II 1.5 in Snap Lock 24 Ga. details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE 1.5 Snap Lock 24 na. over .5 Plywood HVHZ Roof 2010 Format.pdf Created by Independent Third Party: Yes 11651.8 24 Ga. Gulf Coast Mechanical Seam 24 Ga. Gulf Coast Mechanical Seam 18" Wide over 1S/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Coast Meth Seam over .5 ply NONtIVHZ details. ,¢f Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. Not for FL1.1651 RI. AE 2 Mech Lock 24 ga, over .5 Plywood Roof 2010 Forr_.�._nat.mlF use in HVHZ Zones, Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Lock over. 5 Plywood NonHVHZ Details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 Evaluation Reports psf @ 5-1/8" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 24 ga. Gulf lock over 15-32 Plywood Roof details. Not for use in HVHZ Zones. 2010.pdf Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. 1.75 Gulf Seam over 1x4 details.ndf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5PSF Evaluation Reports Other: -93.5 psf @ 18" o.c. Install per manufacturers FL11651 R1 AE Gulf Seam 24 ga. over Sx4 purlins Roof 2010 forrnat.ndf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Seam over. 5 Non HVHZ Details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-108.SPSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. Not for f-1..11651 RI AE 1..7.5 SnJh I..ock ?4 ga. over .5 Plvwood Roof 2010 formatLhrlf use in HVHZ Zones. Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 26 Ga. 5V Crimp over .5 plywood HVHZdetails.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-156.SPSF Created by Independent Third Party: Yes Other: -108,5 psf @ 12" o.c. fastener spacing. -156.5 psf Evaluation Reports @ 6" o.c. fastener spacing. Install per manufacturers details. 1`1-1165.1 R1. AE 26 Ga. 5V Panel over .5 Plywood FIVHZ- Roof 201OFormat.pdf For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 Rl II 26 Ga. 5V Crimp over plywood detailsNON Approved for use outside HVHZ: Yes HVHZ.odf http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f Tr... 12/4/2013 . Florida Building Code Online I Page 4 of 5 Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ 16" o.c. fastener pattern. Install per manufacturers details. Not for use in HVHZ Zones. 11651.14 126 Ga. 5V Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.2PSF Other:-149.25 psf @ 16" o.c. fastener pattern. Install per manufacturers details. Not for use in HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE 5V Crimp Panel over .5 Plvwood NON FiVHZ.. Roof 2010 format.pdf Created by Independent Third Party: Yes 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R1 I1 26 Ga. 5V Crimp over 1x4 ourlins NHVHZ details.Ddf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 5V Crimpgnel.oy r ix4 wood Rilrlins _..._..........__...._........._____. __.__..__. NON HVHZ Roof 2010 Format.pdf Created by Independent Third Party: Yes 111651.15 126 Ga. Gulf Lok 126 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl_11651 R1 11 26 Ga. Gulf Lock over .5 plywood Approved for use outside HVHZ: Yes details.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 ! Design Pressure: +N/A/-161.OPSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -161.0 Evaluation Reports psf @ 5 3/16" o.c. fastener spacing. Install per FL11651 RI AE 26 aa. Gulf lock over 15-32 Plywood Roof manufacturers details. For use in HVHZ Zones. format.Ddf Created by Independent Third Party: Yes 11651.16 126 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No F1..11.651 R1 lI 26 Ga. Gulf Lock 16 in over .5 plywood Approved for use outside HVHZ: Yes NHVHZ details.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-63.5PSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 26 na. Gulf lock over 15-32 Plywood Roof. pdf Created by Independent Third Party: Yes 11651.17 126 Ga. PBR Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -59.25 psf @ 24" o.c. fastener spacing.-154.75 psf @ 12" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. 26 Ga. PBR 36" Wide over 15/32" Plywood Installation Instructions FL11651R1,_II,,,,26 Ga3 ._PBR c3l�er_,:S��Lywopd NnnHVHZ, detail,pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports ( FL11651 RI AE 26 Ga. PBR Panel over .5 plywood NONFiVI-iZ Roof 2010 format.pdf Created by Independent Third Party: Yes 11651.18 26 Ga. PBR 26 Ga. PBR Roof Panel over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 11 26 Ga. PBR over 1x4 Purlins HVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL116_57,R1.,_AF_7&_Ca,,_R6R,_Pgnel._oyer ix l HVHZ Roof details. For use in HVHZ Zones. 2010 format.pclf Created by Independent Third Party: Yes 111651.19 126 Ga. PBR 126 Ga. PBR Roof Panel over 15/32" Plywood i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @ 12" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions FL.I 165.1. R1 11 26ga, PBRover .5 plywood FIVFIZ . tigt<jil..Iadf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 26 Ga. PBR Panel over .5 Plywood HVHZ Roof 20I.0 format.)df Created by Independent Third Party: Yes 11651.20 26 Ga. PBR 26 Ga. PBR Roof Panel 36" Wide over 1 x 4 Wood Purlins I over 15/32" Plywood http://www.floridabuilding.org/pr/P_app_dtl.aspx?param=wGEVXQWtDgsQFc5K%2fTr... 12/4/2013 Florida Building Code Online Page 5 of 5 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 24" o.c.-151.75 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL.1.1.6.5). RI 11 26 Ga PBR over 1x4 Durlins NONFIVI-IZ.. Detals.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE 26 Ga. PBR Panel over ix4 NONHVHZ Roof 2010 format.Odf Created by Independent Third Party: Yes Go to Pagel Pagel / 2 [tack Ngxt 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: LJ � cihect sccurityssa: r re e.as http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K`/o2fTr... 12/4/2013 Force E.rigirteeriiig & Testi.iig Me. 19530.1tamblewnod Drive I-Jurnblc,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. SV Crimp Roof Panel over 15132" Plywood Florida Product Approval # 11651.12 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, I.I.C. 4020 S.W. 449th Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 ��♦♦ ��V C E N No. 449 a • STATE OF Fx4R��� smr �rrbaa, �i FS ' • 'ti ♦♦ CAA I� YS - �! 9ElJ9 Ia 7+11 L IL# 11651.12 R1 February 23, 2012 Force. 1 .rigirmeriiig & Te.sti:rig 111c. 1.9,530 Ramblewood Drivc Hixruble,`rX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel over 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating (Optional) Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3 Panel Dimension(s) Panel Fastener: Substrate Description: Design Uplift Pressures: Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. #9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib. %" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Total Uplift Design Pressure: 108.5 psf 156.5 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 12" O.C. 6" O.C. *Design Pressure includes a Safety Factor = 2.0. ,`',{{11111��j,,, � N. - * - . O j = No.44 1 . i .. r\ 7C r // �� /pppp666a STATE OF ; a Step fnot&CDAL �j, P767JD ,�� I� 111111110 +,,,,` FL# 11651.12 RI February 23, 2012 r, ForceEiigirieerir.rg & "Testi:r)g IIle. 195:30 rtamblewood Miv,e I Iumhle, TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ TAS 125-03 ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems ■ TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems ■ TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. will 111,,10 Z. � Oer � C E t4 N 44A • ✓ STATE OF ; QV �LORI�4' ii FS • . • • S �� FL# 11651.12 Rl February 23, 2012 r- Force L?.tigirieexiii & Testi.tig I��c. 19530 RaMblewood Drive Humb(e, I :X 7 7338 Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NCA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. i Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. �v2;�1.1 CIE tkSFl��i r STATE OF f �ac� 0RI�A FL# 11651.12 R1 February 23, 2012 Page l of ? Slats & Facts Publica:i0rs 1 FBC Staff BCiS Site Mal, Links ' Search Application Detail FL = FL6785-Rq 1 Application Type Editorial Change r Code Version 2010 Application Status Pending FBC Approval Comments Archived Product Manufacturer Carlisle Coatings & Waterproofing Address/Phone/Email 900 Hensley Lane Wylie, TX 75098 (717) 245-7000 Ext7456 vertoasynte c. ca rl ise. co m Authorized Signature Chad Wer- Avertrsyntec.can isl e.con Technical Representative Address/Phonie/Emall QualUcy Assurance Representative Address; Phone/Email Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Fume Who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC \ Quality Assurance Contract Expiration Date 02-2012o7.3 Validated By John W. Knezevich, PE jValidation Checklist - Hardcopy Received Certificate of Independence -z Referenced Standard and Yea, (of Standard) Standard Year I ASTM D1970 2001 Equivalence of Product Standards Certified By Sections From the Code P` g. p P PP..._. p P hi-f �'�ti�°u�•.flari:iabuildin or J./ r./ r_a dtl.as x`? ararll—��•G.�VXQ��-tD�vkdyKrmf'a[,gB... 5122.!2012 , Florida' Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/11/2012 Date Validated 04/25, 2012 Date Pending FBC Approval 04/28, 2012 .Summary of Products _ FL # — Model, (dumber or Pdame'Description � — 6785.7. IICCW Rcef Underlay ments {SeAdhesive Roofing Underiayment i� 'Limits of Use (Installation Instructions P. Approved for use in HVHZ: No i:l r;<E,<; r:_ i.> r0'3s.z . cNAL CAR! IS UiYD:"'r _tal tii ; '•_ FLG7 Approved for use outside HVHZ: Yes jrc^^am, _ Impact Resistant: N/A F Verified By: Robert Nieminen 54166 Design Pressure: NfA Created by Independent Third Pa ty: Yes ` Other: 1.) Refer to ER Section S for gEvaluation Reports :Limns of Use 2.) Refer to ER Section b for i''t4:,<?S.4 er04z �s?Fiiti%i. CAIti_.'_•tc iItii:Ei2i ':';+ 2�W ?-?.E7._' Hns.aliat--- j Created by Independent Third Party: Yes I '_Cn'.aG l5 :: 194'.! Orth htr nta= 5•raae r�'i*nar = FL 723^9 vrone: ASD-eA�-L.. ?< Th^_ 5tata of Fioride is an AA.�E£G emp,;ye;. Canvrah;.::ii7-?G:0 Stata or Honda :; Fnvac. stater, Actes-ibi itv Statement :: kafJrd Statement Under Flcr,Ca law, e-mail addresses are zub;k 'cKords. Ir yo:; do rct want your a -mail address released in response to a public -records request, do not send eieLir-nic mall to this entity. Ins'eaJ, 'ontn'CY the office by phone or by t'adi'iooai maii, li yr have any que:Uons reJ3faing DSFR's ADA r,eb ?t:eS;ibiiity, please cnntatt our Web ?taste, at w=bmastara^por.Ka•e fl.,.s. Product Approval Accepts: �! � -.:- I Norton http:!Iuivu°.:t7oriciabuilding.©rg/pr,`pr_.aPi�_d11.aspx?pararzl=wGEVXQx�tDgvkdyKrnifaLgB... 5!22!201? EVALUATION REPORT Carlisle Coatings & Waterproofing 900, Hensley Lane Wylie, TX 75098 EXTERIOR RESEARCH & DESIGN, LLC. Certificate o(AuthorizaCron #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report C39180,12.11-R1 FL6785-R4 Date of Issuance: 12/09/2011 ,�+ 104 .72J2012 COPE: Revisiion : /2 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: CCW Roof Underlayrnents LABELING. Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E, if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity;ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall 'be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: a The facsimile seat appeanng was authorized - c- -_ OF •'` by Robert Nieminen, F.E. on 04, 22j20I_> ,t;• �+; This does not serve as an elec :rorl, signed Robert J.M, Nieminen, P.E. qF? Y•. document. Signed, sealed hardco?ies have been Florida; Kegistration No. 59156, F'orida DCA APJE1933-t'>'%� •,ui`"° transmi;[ed to the Product Approval AdmirY-trator and to the named client CERTIFICATION OF INDEPENDENCE' I. TrinitylERD does not have, nor does it intend to acquire or irii: it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or Controlled by any company manL1f8cturing 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- Rebert tiieminen, P.E. does not have, nor wii': acquire, a financial interest in any other entity involved in the approval proce_„ of the product. ROOFING COMPONENT EVALUATION: 1.; SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: CCW Roof Underlayments, as produced by Carlisle Coatings & Waterproofing, 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 1507.2.4, 1507,2.9.2, Physical Properties T AS.M D1970 Year 1507.5.3 2001 i 3., REFERENCES' Entit lExamina inn Reference MTI (TST2508) Physical Properties PX02MGA Date MTI (TST2508) Physical Properties PXI6MOA 01/1/2011 N'TI (TST 25G8) Physical Properties PX13M08 01j18/2013 M-D (CER1592 ' HVHZ Cam l:ar ce �' 09 063G.i.3 01/18/2011 [CC -ES (EVL2396) 2006 IBC Compliance ESR-155b 08/12/2009 UL, LLC. (QUA9625 Quality Control Inspection Report, R78678 012 02/j20/2020/2012 4. PRODUCT DESCRIPTION: 4.1 CCW WIP 100 is a self -adhering, fiberglass reinforced, granule surfaced, rubberized asphalt roof underlayment. 4.2 CCW WIP 250 is a self -adhering, fiberglass reinforced, film surfaced, rubberized asphalt roof underlayment. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 CCW 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. 5.4 Allowable roof covers applied atop the underlayments are follows: r _ Table 1: Roof Cover Options 1 Underlayment j Asphalt Nail -On Tile ' Foam -On blond Slate & 1 Shingles 1 Tile i Metal Shakes & S nthetic L�.___._._..._—._—.!I i1 Shingles I Slate/Shake i CCw WIP 100 j Yes Ato iso—j -- — (yo - No CC'vV wiP 250 '- —' _ No Yes No No Yes No No ---- — — -- Exterior Research and Design, LLC. Evaluation Report C39180.12.i1-R3 Certificate of Authorization #9503 FL6785-R4 Revision 1: 04/19/2012 Page 2 of 4 J - y RINITY tZ, 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Self -adhering membranes applied to: New untreated plywood; Primed new untreated plywood; Existing plywood; Primed existing plywood; Note: While not required, CCW-702 or CAV-GRIP primer may be used when deemed appropriate or when temperatures are below 40°F. 5.5.2 Bond to Mechanicaiiy AW.-Lgd Base Layer: Self -adhering membranes applied to: r ASTM D226, Type I or li felt; For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. 5.6 Exposure Limitations: S.6.1 CCW WIP 100 and CCW WIP 250 shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 CCW Roof Underiayments shall be installed in accordance with Carlisle Coatings & Waterproofing 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. Prime the substrate (if applicable) with CCW-702 or CAV-GRIP Primer. 6.3 CCW WIP 100 and CCW WIP 250: 6.3.1 Shall be installed in compliance with the requirements for ASi'M D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 While not required, CCW-702 or CAV-GRIP primer may be used when deemed appropriate. Priming is required when temperatures are below 40°F. 6.3.3 Cut WIP roofing underlayment into 10 to 15 ft lengths. Remove 2 to 3 ft of release film and align the edge of the membrane, sticky -side down, so it overhangs the drip edge by 3/8-inch. Continue to remove release film and press as you move across the roof. Use a hand roller and/or hand pressure to press into place. 6.3.4 Horizontal seams should be minimum 3.5-inches, configured to shed water. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. 6.3.5 Consult Carlisle Coatings & Waterproofing for steep slope & back nailing requirements. 6.3.6 For Valleys and Ridges: Cut WIP 100 roofing underlayment into manageable lengths. Align over the center of the valley, hip or ridge. Remove release film. Press the middle of the membrane first before working toward the edges. For open valleys, cover roofing underlayment with metal valley liners. Exterior Research and Design, LLC. Evaluation Report C39180.12.11-Ri Certificate of Authorization #9503 FL6785-R4 Revision 1: 04/19/2012 Page 3 of 4 i e I I I 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. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for plants covered under Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC- QUA9625; (847} 664-3281 - ENO OF EVALUATION REPORT - I i I i I I I i I exterior Research and Design; LLC. Certificate of Authorization #9503 Evaluation Report C39180.12.11-Ri FL5795-R4 Revision 1: 04/19/2012 Page 4 of 4