Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDA! RECEIPT #: Permit #: r Planning & Development Services Department Building & Code Regulation Division a 2300 Virginia Avenue CANNED Ft. Pierce, FL 34982-5652 By Tel. 772-462-1553 B�' �uCIG APPLICATION FOR ROOF PERMIT C°UntY LQ q k j � SEE E SIDt2 INSTRUCTIONS 1. Location/Site Address: E/i/(/,!y qQ/,/I�/,+ n 2. Parcel ID Number: V 3 L� , 5-0 2 0031 d 0l l Office Use Only Section I Township Range Map Page I ZoningLand Use I Initials 1 13 VS 139E S q 3. Description of Project or Work Activity: `�'T (g('-� �4Qrpl� 4. Total Roof Area (square feet): 1401-� 5. Roof Pitch: / 6. Type of Roof: [ J Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other M Al J 'Product Approval required for all types of Roofing Material (2 Sets) [ / ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information O �-eQz r Name: y bit K FL Reg/Cert #: Address: �j�L( Ked (' 3 ea-c /k County Cert #: ZQs� City: -P ?aerce—State: Business Name: e,(�C,I� Zip: Phone: _� �Z- ���>C(��� Cell Phone: tY e'l -7 7 9. Value of Construction: $ G(f aeo _ 0,6 "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. c CONTRACTOR/OWNER'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. 1 - 13RIN QT UALIFI RS/OWNERS NAME jj GNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF • LLu e e- ACKNOWLEDGED BEFORE ME THIS [ 01DAY OF 20BY IS PERSONALL `KNO T ` OR HAS PRODUCED AS 1D'W YCYL. Hamilton =:°' `: CCMMISSION # EE 035845 SeGNATURIOF NOTARY TYPE OR PRINT NAME OF NOTARY IXPIRES: OCT. 19, 2014 /� ` (— WWW.AARONNOTARY.com COMMISSION NUMBER EEO �J� J 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 CJ 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 # I, 4uk'd /U,&Jl l , 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 5 - 1 did personally inspect the roof deck nailing; (Date) �% Q /� /work at: 15-) �C 2Gt (tl ��' CTA 4L,-J q (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal STATE OF FLORIDA COUNTY OF CC.0 G5�ef0'z/ License # Sworn to and subscribed bef re me this i� day of 20� by i'c djlr�- niQ� Who is personally known a me or who has produced as identification. Notary Public, state' orida .,o�►..&�: Nancy L. Hamilton -? -_CCYY,&i0N#EE035845 Signature of Nota t9'°cEXP,'RES:OCT.19,2014 Commission Num e 60;, 4huP W W.AARONNOTARY.com En 01/19/2011 REVISIONS 0 10— I I I I I 1 I I 1 I I I I I I BUILDING ROOF LAYOUT SCALE: N.T.S. ROOF ZONES SCALE: N.T.S. COMPONENT & CLADDING DESIGN PRESSURES: ROOF LOCATION ACTUAL ALLOWABLE ZONE 1 FIELD -27.8 PSF -137.5 PSF ZONE 2 PERIMETER -62.4 PSF -137.5 PSF ZONE 3 CORNERS -87.0 PSF -137.5 PSF I WOOD DECKING: j( 15/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH 10d NAILS @ 10" O.C. MAX. IN THE FIELD & 4" O.C. MAX. AT THE PERIMETER. I —58' _ CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117) 1 5-V METAL CRIMP ROOFING ATTACHMENT: 1 I I #10-14 S.S. OR GALV. WOOD SCREW W/ SELF SEALING WASHER AT MAX. SPACING OF 12" O.C. (FASTENERS @ 12" O.C. WAS INTERPOLATED TO GET A MAX. UPLIFT PRESSURE OF -137.5 PSF, BASED ON FLORIDA PRODUCT APPROVAL #FL11560). I ZONE 1: I ALLOW. UPLIFT = -137.5 PSF > ACTUAL = -27.8 PSF ZONE 2: ALLOW. UPLIFT = -137.5 PSF > ACTUAL = -62.4 PSF ZONE 3: ALLOW. UPLIFT = -137.5 PSF > ACTUAL = -87.0 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# 11560 FOR ALUM. 5V-CRIMP. 5. ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR. DESIGN CRITERIA: 2010 FBC . ASCE 7-10 WIND LOAD: 160 MPH WIND BORNE DEBRIS.REGION MEAN ROOF HEIGHT: a 15' HIP/GABLE ROOF CONDITION. ENCLOSED BLDG. BLDG CATEGORY II EXPOSURE: "C" IMPORTANCE FACTOR: 1.00 ADJUSTMENT FACTOR: 1.21 GCPI: +/- 0.18 END ZONE (A): 5.8' a 0����w O w �i w[7O O�. Czz9�' fsl 3 o � � q� � w DRAWN MAY )Y JA- ICTe - m�Trzsn •. `tIfECKED SY sws AS SIOWN S-1 Florida Building Code Online Page 1 of 3 li ProfessionalBusiness & Regulation 1100a Deparne$d BCIS Home i Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC staff BCIS Site Map Links Search Busines Professi I .I ° Product Approval ■ USER: Public User Regulation product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11560-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812)218-7342 dstermer@metaisales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative ' Address/Phone/Email Quality Assurance Representative fin` Address/Phone/Email , Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Arc a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Bala Sockalingam developed the Evaluation Report , Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Yoosef Lavl, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL11560 R1 COI CertiflcateIndependence.pdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 1998 UL 580 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11560 R1 Eouiv TestEouivalent UL580 U1-1897.0f http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqudhLq 8eDpZIB... 5/ 17/2012 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/09/2011 12/13/2011 12/16/2011 01/31/2012 Summary of Products FL # Model, Number or Name Description 11560.1 Aluminum 5V-Crimp 24" wide, nom 0.032" thick (min.) alumimum through fastened roof panel over min 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R1 II D1800 16.0f Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161.5 Evaluation Reports Other: Uplift load of 30 psf @ fastener spacing of 36" FL11560 R1 AE EvaluationReportC1800 16.pdf Created by Independent Third Party: Yes o.c. and 161.5 psf @ fastener spacing of 6" o.c. 11560.2 Aluminum Image II 16" wide, nom 0.032" thick (min.) alumimum concealed fastener roof panel over min 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No, FL11560 R1 II D1800 17.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-107.35 Evaluation Reports Other: Uplift load of 22.5 psf @ fastener spacing of 24" FL11560 R1 AE EvaluationReportC1800 17.pdf Created by Independent Third Party: Yes o.c. and 107.35 psf @ fastener spacing of 6" o.c. 11560.3 :�]Image II Min. 26 ga., max. 16" wide standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 RI II D1800 18.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-139.1 Evaluation Reports Other: Uplift load of 84.25 psf @ fastener spacing of FL11560 RI AE EvaluationReportC1800 18.pdf Created by Independent Third Party: Yes 24", 102.7 psf @ fastener spacing of 6" and 139.1 psf @ fastener spacing of 6" with 3/8" bead adhesive In sidelap 11560.4 Image II Min. 26 ga., max. 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R1 II D1800 19.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-84.25 Evaluation Reports Other: Uplift load of 84.25 psf @ fastener spacing of FL11560 R1 AE Eva] uationReportC1800 19.pdf Created by Independent Third Party: Yes 24" o.c. 11560.5 Magna-Loc Min. 24 ga., 16" wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 RI II D1800 20.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-123.5 Evaluation Reports Other: Uplift load of 95.2 psf @ clip spacing of 30" o.c., FL11560 RS AE EvaluationReportC1800 20.pdf Created by Independent Third Party: Yes 101.0 psf @ clip spacing of 15" o.c., 123.5 psf @ clip spacing of 8" o.c. 11560.6 Magna-Loc Min. 24 ga., 16" wide standing seam roof panel over steel deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R1 II D1800 21.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqudhLq 8eDpZIB... 5/ 17/2012 Florida Building Code Online E] Page 3 of 3 Design Pressure: +N/A/-138.5 Evaluation Reports Other: Uplift load of 52.5 psf @ clip spacing of 48" o.c., FL11560 RI AE Eva] uationReoortC1800 21.Ddf Created by Independent Third Party: Yes 101.0 psf @ clip spacing of 30" o.c., 138.5 psf @ clip spacing of 8" o.c. 11560.7 JIMin. 26 ga., 39.4" wide through fastened roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R1 II D1800 22AB.Pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-102.7 Evaluation Reports Other: Uplift load of 85.8 psf @ fastener spacing of 24" FL11560 Rl AE Eva IuationRepo rtC1800_22.pdf Created by Independent Third Party: Yes o.c. and 102.7 psf @ fastener spacing of 12" o.c. 11560.8 Stile Min. 26 ga., 39.4" wide through fastened roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R1 II D1800 23AB.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports Other: Uplift load of 50.4 psf @ fastener spacing of 36" FL11560 R1 AE EvaluationReportC1800 23.pdf Created by Independent Third Party: Yes o.c., 106.8 psf @ fastener spacing of 24" o.c. and 149.6 psf @ fastener spacing of 12" o.c. 11560.9 Vertical Seam Min 24 ga., max. 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R1 II D1800 24.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Uplift load of 73.0 psf @ clip spacing of 24" oc FL11560 R1 AE Evaluation Repo rtC1800 24.pdf Created by Independent Third Party: Yes and 114.25 psf @ clip spacing of 8" oc 11560.10 Vertical Seam Min. 26 ga., 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Approved for use in HVHZ: No Installation Instructions FL11560 R1 II D1800 25.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-81.3 Evaluation Reports Other: Uplift load of 30.0 psf @ clip spacing of 48" o.c. FL11560 RI AE EvaluationReDortC1800 25.Ddf Created by Independent Third Party: Yes and 81.3 psf @ clip spacing of 6" o.c. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterCeldbpr.state.Fl.us. Product Approval Accepts: ® © eCh-t (5NOrtOn securit SECllRED powered by VeriSign http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLq 8eDpZlB... 5/ 17/2012 PANEL OVERLAP \5V-CRIMP � SEE DETAIL 2 / SEE DETAIL 1 FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. u u �LFASTENER G8d x 2.5" LONG RING SHANK NAIL PANPER ALLOWABLE PRESSURE TABLE ON THIS SHEET. OR #8 x 2" LONG WOOD SCREWS UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION SPACED ®6" O.C. IN THE FIELD & GUIDELINES AT PLYWOOD EDGES #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT DETAIL 1 #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT DETAIL 2 `MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION 5V-CRIMP MIN 26 GA. ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) (IN) 36 41.6 6 131.1 0 0 N FN 8 0 �0O {i V)YI o to WJ co M J I j N xNLo 7� 00 0 in 0 wi w a: GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE PLYWOOD FLORIDA BUILDING CODE (FBC). 3i m a. R$m 19/32" THICK (MIN.) 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING m WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS r 0 Boa SPECIFIED ON THIS DRAWING. Z 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS . PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING N 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA N u BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. U 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS - 5V-CRIMP MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS, wa Z O fQQ �N a U Zb O V PLYWOOD MG G. 180Q-29 19/32" THICK (MIN.) SHEET ND. OF Florida Building Code Online Page 1 of 2 Bw'A PllnAW45W OF siiness & Profession[ Regutation panda Department! BCIS Home I Log In f User Registration I Hot Topics Submit Surcharge Stabs & Facts Publications FBC Staff BCIS Site Map ! Unks Search 3usines Professi I iN ill Product Approval USER: Public User - Regulation Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # FL6785-114 Application Type Editorial Change n Code Version 2010 " Application Status Pending FBC Approval Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Carlisle Coatings & Waterproofing 900 Hensley Lane Wylie, TX 75098 (717) 245-7000 Ext7456 wert@syntec.carlIsle.com Chad Wert wert@syntec.carlisle.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I✓, Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 02/20/2013 John W. Knezevich, PE ,A Validation Checklist - Hardcopy Received FL6785 R4 COI Trinity ERD CI - Nieminen.odf Standard ASTM D1970 Year 2001 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvkdyKnnfaLgB... 5/17/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option D 04/11/2012 04/25/2012 04/28/2012 Summary of Products FL # Model, Number or Name IDescription 6785.1 JJCCW Roof Underlayments Self -Adhesive Roofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL6785 R4 II er041912FINAL CARLISLE UNDERLAYMENTS FL6785- R4.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Evaluation Reports Limits of Use 2.) Refer to ER Section 6 for FL6785 R4 AE er041912FINAL CARLISLE UNDERLAYMENTS FL6785- R4.Ddf Installation. Created by Independent Third Part, Yes 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 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement Refund Statement Under Florida law, e-mail 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 mall. If you have any questions regarding DBPR'e ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accepts: IN® eCheck NOrtOnsecuriwstr:rttic.-v SECURED,• pawn : ut vm6ign http://Www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwttDgvkdyKrmfaLgB... 5/17/2012 8 Q..OTRINITYIERD EVALUATION REPORT Carlisle Coatings & Waterproofing 900 Hensley Lane Wylie, TX 75098 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #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 Revision 1: 04/22/2012 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: CCW 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 "Trinity IERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 04/22/2012 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. 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. TrinityiERD 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. QOTRINITYIERD 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 Year 1507.2.4, 1507.2.9.2, Physical Properties A5TM D1970 2001 1507.5.3 3. REFERENCES: Entity Examination Reference Date MTI (TST2508) Physical Properties PX02MOA 01/17/2011 MTI (TST2508) Physical Properties PX16MOA 01/18/2011 MTI (TST2508) Physical Properties PX13MOB 01/18/2011 . M-D (CER1592) HVHZ Compliance 09-0630.13 08/12/2009 ICC-ES (EVL2396) 2006 IBC Compliance ESR-1556 08/01/2007 UL, LLC. (QUA9625) Quality Control Inspection Report, R18678 02/20/2012 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: Table 1: Roof Cover Options Asphalt Foam -On Wood Slate & Underlayment Shingles Nail -On Tile Tile Metal Shakes & Synthetic Shingles Slate/Shake CCW WIP 100 Yes No No No No No CCW WIP 250 Yes No No Yes No No Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R1 Certificate of Authorization #9503 FL6785-114 Revision 1: 04/19/2012 Page 2 of 4 QOTRINITYIERD 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 Mechanically Attached Base Layer: Self -adhering membranes applied to: ➢ ASTM D226, Type I or II felt; For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. 5.6 Exposure Limitations: 5.6.1 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 Underlayments 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 ASTM 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-R1 Certificate of Authorization #9503 FL6785-R4 Revision 1: 04/19/2012 Page 3 of 4 Q0TR1N1W1MD- 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 3urisdiction 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 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report C39180.12.11-Ri Certificate of Authorization #9503 FL6785-R4 Revision 1: 04/19/2012 Page 4 of 4 0 6 NOTICE OF COMMENCEMENT Permit No. State of Florida County of St. Lucie Tax Folio No. /313 -sd,� -Waa -oaa 9 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. L al Descriptio f Property: (and street address if available): alp` � 2ee s/o �P 1/< Lorna s"�Mltp /31 as-1311 General description of improvement: �� — ro T Owner i Name Address if the Lessee contracted for the improvement: Interest in property: UUMIr it Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: gMq (4pog:5 0CLijti� P-349fl Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ 11,114 Name and address: Phone number: Lender Name:oPhone Number: Lender's address: -772 4-73 6197 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sect 713.13(1) (a)7., Florida Statutes: Name: Address: Phone Number: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(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 payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) `C�7 �S� m :t7 i- y, O Lq� �rn ;`7ow o G) w 0 rn <! m 0 rot; or =_6 �.) a x rn` 40 �w x J rn 0 c � � m 0 .ro 7 n c-, 0 C Z _1 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowle nd belief. _ i t of Owner 0 Lessee, or'6wner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 18 Oday of f Ova 1 20 t� By �--/ A&r u lCL as QUJ/1'er for S&61 Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed ( ignature otaryk®ricState of Florida) (Print, Type, or Stamp Commissioned Name of Notary Public) Nancy L. Hamilton COMMISSION HE 035845 o' EXPIRES: OCT. 19, 2014 www.AARONNOTARYCOM Personally known = Or produced Identification Type of Identification produced Property Appraiser - St.Lucie County, FL Page 1 of 1 Amy Harwick Record: 1 of 1 Property Identification Site Address: 4504 REDWOOD DR Sec/Town/Range: 13 :34S :39E Map ID: 13/13N Zoning: RS-4 Ownership and Mailing Owner: Amy Harwick Address: 4504 Redwood Dr Fort Pierce FL 34951-3353 PROPERTY RECORD CARD "Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print 00 ParcellD: 1313-602-0002-000-9 G2 i Account* 4887 y ., Land Use: SF Res City/Cnty: St Lucie County Legal Description HOLIDAY PINES S/D-PHASE III- LOT425 (MAP 13/12S) (OR 3151- 1399) Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page - 2011 Final: 114800 Land Value: 23000 Acres: 0.37 12/1/2009 95000 0112 SP 3151 / 1399 Assessed: 114800 Building Value: 91800 11/13/2008 0 01 CT 3039 / 1860 Ag.Credit: 0 Finished Area: 1851 SgFt 6/15/2000 150000 00 WD 1308 / 0747 Exempt: 50000 9/24/1998 125000 00 WD 1174 / 0013 Taxable: 64800 2/14/1992 23500 00 WD 0776 / 2489 Taxes: 1515.34 8/17/1990 25000 00 WD 0704 / 1480 5/1/1986 21200 00 CV 0502 / 0814 6/1 /1981 24500 00 CV 0357 / 2781 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HC+ - HC+ YearBit: Grade: C+ - C+ EffYrBlt: StoryHght: 0010 -1 Story No.Units: Interior Features BedRooms: 3 Electric: Ful[Bath: 3 HeatType: 1/2Bath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBlt. SWAV - RES POOL AVG Y 1 440 AV AV 1999 PA01 - POOL DK-AVG Y 1 833 AV AV 1999 DWC - Driv-Concret Y 1 720 AV AV 1992 SD - Dim Shingle RoofStruct: HP - Hip 1992 Frame: - 1992 PrimeWall: WS - Wood/Sheath 1 SecWall: - MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHt/FI: ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 0100-SF Res GFI -Front Ft 123.68 130 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/prcmp?prclid=131350200020009 5/10/2012