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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: q— 3 1FEES DUE: RECEIPT #: I Permit #: L3Cq. en Planning & Development Services Department • Building & Code Regulation Division SC,41VN ED • 2300 Virginia Avenue 8 Y •>.n� Ft. Pierce, FL 34982-5652 St. Tel.772-462-1553 ���% County APPLICATION FOR ROOF PERMIT E R ERSE DE FOR I�STR�C�j10NS 1. Location/Site Address: 3—lop" ���"�-� VV7z��' J 2. Parcel ID Number: 1301-(,10oQ56-000"') Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Projector Work Activity: f 2 f ao (L 4. Total Roof Area (square feet): 5. Roof Pitch: LA IZ 6. Type of Roof. ( ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel ( Modified Bitumen [ /(I Other iA \ .' �)c (- [i.]'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 C)57,S5 Name: C��� ��vOs FL Reg/Cent #: �-C C- q49__Z Address: /3SoZ County Cert #: Z 00 1 City: State: Business Name: PAAC- -\�,L Zip: �`� 9S Phone: -ZI b -- 699 (G Cell Phone: Z \> 9. Value of Construction: $ 1 -",>, Doo "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify tha l o e information contained in this application is correct and that all work will be done in co ian with all applicable laws regulating construction and zoning. .10►\ Ashen lba�, PRINT QUALIFIERS/OWNERS NAME ^SIGN OF QUALIFIER/OWNER A STATE OF FLORIDA, COUNTY OF n �,vl"v ACKNOWLEDGED BEFORE ME THIS DAY OF5 20 l� , BY WHO LS PERSONALLY KNOWN �/ TO ME OR HAS PRODUCED AS IDENTIFICATION SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (seal) COMMISSION NUMBER 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 INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. Building activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Total Roof Area 5. Type of Roof 6. Owner Information 7. Contractor Information 8. Value of Construction Indicate the street address or general location of the property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. Indicate the type of roof being repaired or resurfaced. Indicate the name and address of the owner of the property on which building activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not: consistent with similar types of construction. This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. St. Lucie County Roof Permit Application rev. 3/1 /2009 i atlantic construction + roofing 772-465-9700 / 772-264-0302f 9-24-13 13o�-- o d Y Inspector: The automated inspection system would not allow me to call the final inspection. After your inspection, if it's possible, could you please final project out. Thank you very much for your help in this matter J as back 7-215-3306 10 law- All , 0. AW I S. - OIL ft-w- - -Nmw , 1 \ 1�1 , 10 It \ I iM l lY f L IV 1 its All Ilk 16 .1,47'e. R i i 0 41 �- frM t•: � � 2milililli` Y WNW f* I -N�-N `n�LZ 46 I El le Res i - Ot v-r wuctiw and where tile, CLASSIFIED ES ESR-1697) CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report Metal Roof Assembly Manufacturer: 2120 SW Poma Drive Palm City, FL 34990 (772) 223-4055 for Florida Product Approval Florida Building Code 2010 Per Rule 9N-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: "5V Crimp" Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-139-5V-S6W-ER Date: 4 / 16 / 12 Contents: Evaluation Report Pages 1— 7 Florida F. # 1242 FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-56W-ER Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Sunlast Metal, Inc. "SV Crimp" Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System "5V Crimp" Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: - 50.5 PSF (Refer to "Table A" attachment details herein) METHOD 2: - 106.75 PSF FL #: FL 10490.E-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-56W-ER Page 3 of 7 CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • 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 requirements Scope: 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 #: QUA 1824). FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-S6W-ER Page 4 of 7 CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: "5V Crimp" (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Width: 24" (max.) Coverage Rib Height: 1/2" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Hex -Head Wood Screw with WSW Size : #10 x 1-1/2" " Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft) min. 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-56W-ER Page 5 of 7 CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) ■ Row spacing: Refer to Table "A" (along the length of the panel) ■ Fastener spacing: Nominal pattern of 12" o.c. (along the row, across the panel profile & at the top of corrugation peaks) ■ Rib Interlock: Lapped ■ 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: - 50.5 PSF -106.75 PSF Row Spacing: 16" 8" Fastener Spacing: 12" 12" Install the "5V Crimp" 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 125-03 Uplift Test Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0412-1017-05, Report Date: 02/22/06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Sunlast Metal & Solar, Inc. Licensee # 385 3. Engineering Analysis By CBUCK Engineering 4. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 5. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) c_ N FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-56W-ER Page 6 of 7 CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24" Maximum Net Coverage "5V Crimp" Panel Typical Panel Profile View Nominal 12" o.c. I Nominal 12" o.c. Fastener Spacing Across Panel Width #10 Hex -Head Screw with WSW Spaced 12" across the Panel Assembly Profile View Typical Fastening Pattern Across Row FL #: FL 10490.E-R3 Date: 4 / 6 / 12 Report No.: 12-139-5V-S6W-ER Page 7 of 7 CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck Panel Fasteners - #10 Hex Head Wood Screws with Weather Sealing Washers 5-V Crimp Roof Panel o� Deck: Optional: 15/32" or greater Plywood, or Insulation 3" maximum Wood plank Typical Assembly Isometric View TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF Row Spacing: 16" 8" Fastener Spacing: 12" 12" EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 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 P12060.02.09-1112 FL5259-R17 Date of Issuance: 02/24/2009 Revision 12: 12/07/2012 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: 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 12/07/2012 �: •:.= c This does not serve as an electronically signed Vic'.:°, ., � , ^ � ; �''•JS�M� document. Signed, sealed hardcopies have been . �•�.•_�=;••` transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD 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. 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 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Weathering ASTM G154 2005 1504.6 Accelerated Weathering 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 5878) Physical Properties PRIO1111 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 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 JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14ESA 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) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R12 Certificate of Authorization #9503 FL5259-R17 Revision 12: 12/07/2012 Page 2 of 10 -5 C . -zx . _...- o C_ J :.iie 5.4.3 A 2 P, TU Plus or TU Max, oi ,:;-::Hared 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 P12060.02.09-1112 Certificate of Authorization #9503 FL5259-R17 Revision 12: 12/07/2012 Page 4 of 10 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 S6 G or S6 G 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: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, 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, Polystick TU Max, 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) R--search and Design, LLC. Evaluation Report P12060.02.09-R12 Certificate of Authorization #9503 FL5259-11117 Revision 12: 12/07/2012 Page 5 of 10 5.5.2.4 Maximum Design Pressure = -9 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 -Hide 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 poly isocyanurate-corn posite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. • Elastoflex S6 G or S6 G 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 1. 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 S6 G or S6 G 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 the 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, Polystick TU Max, 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 S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G), in which case the maximum exposure is 180 days. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1112 Certificate of Authorization #9503 F1.5259-1117 Revision 12: 12/07/2012 Page 6 of 10 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 Section Reference Product(s) Option 3.02A 1 Batten Modified Cap Sheet Elastoflex S6 G or Elastoflex 56 G 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 S6 G or Elastoflex S6 G FR; Polyflex G or G Mechanically FR 4 3.02D No. 30 Elastobase; Elastobase P Fastened Tile, Unsealed or Sealed Self -Adhered Polystick MTS; TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP Underlayment 5 3.02E Underlayment Mule Hide APP Cap Sheet or SA APP Cap Sheet (FR); System Du Dual Pro; Tile Pro Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; No. 30 / Self -Adhered Mule -Hide Nail Base 6 3.02E Underlayment Top Layer: Polystick MTS; TU; TU P; TU Plus; TU Max; 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 S6 G or Elastoflex S6 G FR; Polyflex G or G FR only No. 30 / Modifed Cap Base Layer: Elastobase; Elastobase P System Two: 2 3.02B Sheet Top Layer: Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G Mechanically FR Fastened Tile, Self -Adhered Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Sealed 4 3.02D Underlayment Mule -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; TU Max; 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 Elastoflex S6 G or Polyflex G 2 3.02E No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P ,System Four "A' : Sheet Top Layer: Elastoflex 56 G or Polyflex G Adhesive -Set Tile, 4 302D Self -Adhered Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Unsealed or . Underlayment Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Sealed Underlayment Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; System No. / Self -Adhered Mule -Hide Nail Base 5 3.02E Underlayment Top Layer: Polystick TU; TU P; TU Plus; TU Max; 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: Elastoflex S6 G or Polyflex G 3 3.02C Self -Adhered Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; System Four "B": Adhesive -Set Tile, Underlayment Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Sealed Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment Mule -Hide Nail Base System 4 3.02D No. 30 / Self -Adhered Underlayment Top Layer: Polystick TU; TU P; TU Plus; TU Max; 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 P12060.02.09-1112 Certificate of Authorization #9503 FL5259-1117 Revision 12: 12/07/2012 Page 7 of 10 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 S6 G or S6 G 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, TU Plus, TU Max 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 P12060.02.09-1112 Certificate of Authorization #9503 FL5259-1117 Revision 12: 12/07/2012 Page 8 of 10 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. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1112 Certificate of Authorization # 9503 FL5259- R 17 Revision 12: 12/07/2012 Page 9 of 10 6.5.2 Elastoflex S6 G or S6 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 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 torch -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 Staaina: 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. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment 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. 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 noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC - QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1112 Certificate of Authorization #9503 FL5259-1117 Revision 12: 12/07/2012 Page 10 of 10 COMPONENT & CLADDING DESIGN PRESSURES: REVISIONS BUILDING ROOF LAYOUT .C. LE N-S H to ©0 ©©rA A —JA�— jAj— O (D O V j— © 3 A t ROOFZONES _�-, E ROOF LOCATION ACTUAL ALLOWABLE ZONE 1 FIELD -28.9 PSF -106.75 PSF (GABLE/HIP) ZONE 2 PERIMETER -60.1 PSF -106.75 PSF (GABLE/HIP) ZONE 3 CORNERS -94.3 PSF -106.75 PSF (GABLE/HIP) WOOD DECKING: GABLE/HIP: 15/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH 8d RING SHANK NAILS OR #8 X 2" SCREWS @ 6" O.C. MAX. IN THE FIELD & 6" O.C. MAX. AT THE PERIMETER. CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117) "5-V CRIMP" 26 GA. METAL ROOFING ATTACHMENT: #10-12 X 1-1/2" PANCAKE HEAD S.S. OR GALV. WOOD SCREW W/ SELF SEALING WASHER AT MAX. SPACING OF 8" O.C. ROW SPACING/12" O.C. FASTENER SPACING @ THE CORNERS & 8" O.C. ROW SPACING/12" O.C. FASTENER SPACING THROUGHOUT (BASED ON FLORIDA PRODUCT APPROVAL #FL10490.6). GABLE ROOFING CALC'S: ZONE 1: (GABLE/HIP) ALL. UPLIFT =-106.75 PSF > ACT. _ -28.9 PSF ZONE 2: (GABLE/HIP) ALL. UPLIFT =-106.75 PSF > ACT. _ -60.1 PSF ZONE 3: (GABLE/HIP) ALL. UPLIFT =-106.75 PSF > ACT. _ -94.3 PSF FLAT ROOFING CALC'S: ZONE 1: (GABLE/HIP) ALL. UPLIFT = -135.0 PSF > ACT. _ -29.5 PSF A I— ZONE 2: (GABLE/HIP) ALL. UPLIFT = -135.0 PSF > ACT. _ -48.7 PSF ZONE 3: (GABLE/HIP) ALL. UPLIFT = -135.0 PSF > ACT. _ -72.3 PSF �\\ I z USING "POLYGLASS USA, INC." SA V BASE SHEET WITH SA P CAP SHEET PER FLORIDA\\n LENT o c W PRODUCT APPROVAL #FL5259-R17 (OR EQUIVA ) � �OQCIS �•�J co O: NOTES: DESIGN CRITERIA: — -: 1 ROOFING OVER EXISTING WOOD DECK. 2010 FBC _ :►w co`* a p: 2. INSTALL FASTENERS PER REQUIRED ASCE 7-10 — Z: j <t": DRAM` AU L20L FREQUENCY LISTED ABOVE FOR WOOD WIND LOAD 160 MPH (Vulf� O DECKING & ROOF COVER, 124 MPH (Vasd� 3. FOLLOW ALL LOCAL & REGIONAL WIND BORNE DEBRIS REGICII� DINANCES. MEAN ROOF HEIGHT: 10' 4. USE FASTENERS AS PER REQUIRED GABLE/FLAT ROOF CONST. As SHOW MANUFACTURERS SPECIFICATIONS & FL# ENCLOSED BLDG. 10490.6 FOR THE "5V CRIMP" PANEL. BLDG CATEGORY II SHEET 5. ALL DIMENSIONS ARE TO BE VERIFIED BY EXPOSURE: "C" CONTRACTOR. ADJUSTMENT FACTOR: 1.21 S-1 GCPI: +/- 0.18 END ZONE (A): 4.0' 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: ermit # �Cl ^005 ( I, '` 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 9—� (� i.XX)6 , I did personally inspect the roof deck nailing (Date) II work at: &U() (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 -fll� STATE OF FLORIDA COUNTYOF 5+Wg-4eG C 1U-U; 5V License # Sworn to and subscribed before me this -5- day of Saia f 20__13 by, 6w As hen 100L - Who is ow me or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission Number: En 01/19/2011 (Seal)