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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES ll' RECEIPT #: Permit #: - - --- '� Planning & Development Services Department Building & Code Regulation Division S 0 0 2300 Virginia Avenue C'� Ft Pierce, FL 34982-5652 Tel. 772462-1553 APPLICATION FOR ROOF PERMIT Co4�ty 1. Location/Site Address: '�Zo 3 Arno (a V-SEE REVERSE SIDE FOR INSTRUCTIONS V 2. Parcel ID Number: a ti ao- 6oi1- ooaa-- 000 - LI Office Use Only Section Township Range Map Page I Zoning Land Use Initials RD 35S 4o E a 4(aoN I 'R M- o 3. Description of Project or Work Activity: 4. Total Roof Area (square feet): 1,463 5. Roof Pitch: 4/f a. 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen Dd Other s V r'l e- -c l [ ] Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: 07c-6f5g- >Ai lcw5v;� � Q ey< C.pymfcAnY LLC. Address: 4613 Z A W S inon A e {c City: State: F L Zip: —l(gg3 Phone: 9. Value of Construction: $ ko 00 FL Reg/Cert #: CCC 133 c t o4 County Cert#: Z1+yga Business Name: SYecjc,,\oA- CellPhone: ��a- �►� 3-340� *Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNEWS 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. ,RkCar& U ra Zdo PRINT QUALIFIERS/OWNERS NAME , SIGNATURE OF QUALIFIER/OWNER !+ STATE OF FLORIDA, COUNTY OF , k ,o n c r 1 ` ACKNOWLEDGED BEFORE ME THIS [0 DAY OF 20_1, BY C-ate CJIb O IS PERS014ALLY KNOWN y TO ME ORIUS PRODUCED l_ n AS IDENTIFICATION a rr ncr CINDY r; CONNER ITGNATMM a NOTARY TYPE OR PPJRT NAME OF NOTARY .*� MY COMMISSION # EE827791 COMMISSION NUMBER EXPIRES September 08, 2016 ( .0153 Fk41IdeNa1srVSerft9A0m 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 4/26a010 _1 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 # 1� ti� bDL�;- q I, "%�ICcdydo i_a'f0 . licensed as a(n ontractor /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 aI Sf 13 , 1 did personally inspect the roof deck nailing (Date) workat: 3r403 Arno1A 12Q (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 FLO ID,[t A COUNTY OF L.i L LCC is30joq License # Sworn to and subscribed before me this �, day of hAaMj&.e4, 20�, by �o ert. r.— 10 � Who ersonally Hawn o r who has produced as identification. Notary Public, State of FI ri u,+:' r. CINDY 0 CONNER Signature of Notary: =`'. •'? MY COMMISSION # EE82779'I ' Commission Numb4: EXPIRES September08, 2016 fee." -, earweNme smvia. oa„ En 01/19/2011 5I C- 13®3'_U-'-�A Architectural Design 4 Drafting ---FL Licanse*4426OO1883 225 N,W. St, James Dr,, Fort St. Lucie, Florida 34983 (1 12) 336-8102 Fax (112) 336-8164 May 20, 2013 RE: Re -Roof 3803 Arnold Rd Ft. Pierce, FL 34981 To Whom It May Concern: This letter is to confirm that the above referenced project has been inspected and was constructed consistent with the accompanying product approvals and report produced by our office and meets all code requirements. Please, feel free to call me if you have any questions or comments. Sincerely, Robert Fullan AR0014925 13v.g-. n aS- RI:M SIGN �nlrJ J-7 RUM - Architectural Design 4 Drafting ---FL LicenseOAA26OO1563 225 N.W. St. James Dr,, Fort St. Lucie, Florida 341383 (112) 336-8102 Fax (112) 336-5164 May 20, 2013 RE: Re -Roof 3803 Arnold Rd Ft. Pierce, FL 34981 To Whom It May Concern: This letter is to confirm that the above referenced project has been inspected and was constructed consistent with the accompanying product approvals and report produced by our office and meets all code requirements. Please feel free to call me if you have any questions or comments. Sincerely, Robert Fullan AR0014925 Property Appraiser - St.Lucie C'nty, FL Page 1 of 1 PROPERTY RECORD CARD Jurek Company LLC Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification 03CIEIC Site Address: 3803 Arnold Rd ParcellD: 2420-604-0002-000-4 Sec/Town/Range: 20 :35S :40E �Iv. Account #: 27834 Map ID: 24/20N Use Type: SF Res Zoning: RM-5 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Jurek Company LLC HARVEY S/D E 1/2 OF LOTS 1 AND 2 (0.19 AC) (OR 3485-2132) Address: 6132 NW Snook Ct Port St Lucie FL 34983 Sales information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 55400 Land Value: 8600 Acres: 0.19 1/17/2013 25000 0112 SP 3485 / 2132 Assessed: 55400 Building Value: 46800 2/23/2012 25000 0112 CT 3366 / 2149 Ag.Credit: 0 Finished Area: 1663 SgFt 9/21/1998 62000 00 WD 1173 / 1356 Exempt: 7/17/1990 0 01 QC 0700 / 2876 Taxable: 12/1/1982 7400 01 CV 0390 / 0779 Taxes: 1120.79 6/1/1979 0 01 CV 0310 / 0229 8/1/1977 0 01 CV 0272 / 0714 BUILDING INFORMATION Exterior Features View: - RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HD+- HD+ YearBlt: 1956 Frame: - Grade: D+ - D+ EftYrBit: 1977 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA- FrcdHotAir AvgHt/Fl: STD 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res 210 -Front Ft 70 118 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=242060400020004 5/17/2013 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3798470 OR BO ' A82 PAGE 531, Recorded 02/06/2013 2:36 PM Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax FoHo No. The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowing Information Is provided in this Notice of Commencement. Legal Description of Property: (and street address If available): aN ao-6o11-Qooa—aoo- 4 General descri rdon of Improvement, ft_ foof Owner Information or lessee information If the Lame contracted for the improvement: Name �mrri<' K,IawS'4 Address3Yo3 Arnold nt� Interest in property: ou"r Name and address of fee simple titleholder IN different from Owner listed above): contraet eeName:-9%Car.ta Lard Contractor Address: 2106 A Corwab RuC. �U} M- Luc,ic f L. Phone Number. 4Sl— 3ho--7.4 11 Surety, (if applicable, a copy of the payment bond Is attached): Amount of band: $ W Nameandaddress: All/A Phone number: Lender Name: Phone Number. AW6 Lender's address: N� Persom within the Sete of Florkla designated by Owner upon whom notices or otlw documents may be served as provided by Section 713.1311) (a)7., Florida Statutes: Name: 44 Phone Number: IVJ-A Address: All In addition to hirrself or herself, Owner designates -uk of NA to receive a copy of the Uenors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner. Expiration date of notice of commencement: (the expiration date may not be beforethe 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EKPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECNON 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 denatgof perjury, I dedare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kn4vledig and belief. of Owner or Lessee, or Owners or Lessee's Authorized V The foregoing Instrument was acknowledged before methls_L_day of-F(joc rl20A e `1!4 IL46K. as for�(,jner Name o Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known Zor produced Identification_ (Sig. A& of Notary Public- State of Florida) (Print,Typ% or Stamp Commissioned Name Iic) dINDY000NNER of Identification produced MYCOMA0881CN4 EE8217f)1 EXPMM 9 SoptrnbWog, 20,0 . ...� .gym STATE OF KLON-10A ST. LUCIE COUNTY THIS dSrvT 0 CERTIFY THAT THIR le 0 Pill G CORRECT COPY 0 U , E •S 31r CLFR Date: -2 RFM G d 6I N a6,50CATLb.- INC. 2-25 WV. sT. J4n9-b viz PORT 5T. LUC,IE FL34983 (772) 336-sb2 fAX(772 336-57 1tlAA6001 REPORT OF CERTIFICATION HOME RE -ROOF Report Date: May 16, 2013 Property address: 3803 Arnold Rd Ft. Pierce, FL 34981 Parcel ID: 2420-604-0002-000-4 Owner: Jurek Company, LLC 6132 N.W. Snook Ct. Port St. Lucie, FL 34983 Ank FW 0 py, en 4 I'�US- D Existing Roof. Asphalt roof shingles over 30# felt on 15/32 plywood sheathing New Roof: Sunlast Metal, Inc. 5V metal roofing over SDP, Inc. "Palisade" roof underlayment on 15/32" plywood sheathing Design Pressures: 160 mph / Exposure B Zone 1: +18.7/-38.2 Zone 2: +18.7/-53.9 Zone 3: +21.1/-92.1 Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" wood screw @ 6" o.c. in the plywood field and edges per Florida product approval Product Approval: FL10490.6 R3 (Fastener method 2) FL5325 R5 CERTIFIED BY: ROBERT FULLAN, AR0014925 This certification is fo of sheathing and new roof application only. Existing structure to remain unaltered. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY ER® 353 CHRISTIA OXFORD, CT UNIT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT SDP, Inc. Evaluation Report.S19010.07.09-111 410-130 Bridgeland Avenue FL5325-115 Toronto, Ontario M6A 1Z4 Date of Issuance: 07/03/2009 Canada 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: PALISADE"" 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) 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 6. Prepared by: Robert JI.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE2983 The facsimile seal appearing was authorized by Robert Nieminen, 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. 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. TRINITY: ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: PALISADET" Roof Underlayments, as produced by SDP, Inc., have demonstrated compliance with the intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: 1507.2.3, 1507.3.3, 1507.5.3, Unrolling, Breaking Strength, ASTM D226 2006 1507.7.3, 1507.8.3, 1507.9.3, Pliability, Loss on Heating 1507.9.5, 1518.4 1507.3.3, 1518.4 Unrolling, Pliability, Behavior on ASTM D2626 2004 Heating, Breaking Strength, Water Vapor Permeance 1523.6.5.2.1 Dimensional Stability, Tear TAS 104 1995 Resistance, Breaking Strength, Water Absorption, Low Temp Hex, W Exposure, Accelerated Aging, Cyclic Elongation, Water Vapor Transmission 1523.6.5.2.9 Comparative Rupture TAS 117, Appendix B 1995 1507.2.4, 1507.5.3 Unrolling, Thickness, Max Load, ASTM D1970 2001 Elongation at Break, Adhesion, Thermal Stability, Low Temp Flex, Tear Resistance, Moisture Vapor 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties 54240.10.06 1O/03/2006 ERD (TST6049) Physical Properties & Rupture 50404C.12.05-R2 02/23/2009 ERD (TST6049) Accelerated Weathering S37000.06.11 06/14/2011 ICC-ES (EVL2396) IBC Compliance ESR-1847 03/01/2011 Miami -Dade (CER1592) HVHZ Compliance 11-0714.05 11/10/2011 ITS-ETL/WH (QUA1673) Quality Control Inspection Report 04/10/2012 4. PRODUCT DESCRIPTION: 4.1 Mechanically. Fastened Underlavments: 4.1.1 PALISADE TM is a synthetic roofing underlayment comprised of a polyolefin-coated, woven construction with dual skid resistant surfaces. PALISADE TM is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein. 4.2 Self -Adhering Underlavments: 4.2.1 PALISADETm SA -HT is a self -adhering roofing underlayment comprised of a polyolefin-coated, woven construction with skid resistant upper surface and self -adhering bottom surface. PALISADE TM SA -HT is not for use in HVHZ. Refer to Limits of Use herein.. Exterior Research and Design, LLC. Evaluation Report 519010.07.09-111 Certificate of Authorization #9503 FL5325-R5 Revision 1: 04/22/2012 Page 2 of 6 'TRINITY, �� S. LIMITATIONS: 5.1 For Non-HVHZ 3urisdictio�l ts: 5.1.1 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.1.2 PALISADETm Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH] for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.1.3 Allowable roof covers applied atop the underlayments are follows: Table 1: Roof Cover Options Underlayment Asphalt Nail -On Foam -On Metal Wood Shakes Slate Shingles Tile Tile & Shingles PALISADE TM Yes Yes Yes eas as Yes Yes Yes PALISADE TM SA -HT Yes No No Yes Yes Yes 5.1.4 Allowable Substrates: 5.1.4.1 PALISADETm SA -HT adhered to plywood or mechanically attached PALISADE TM 5.1.5 Exposure Limitations: 5.1.5.1 PALISADET" shall not be left exposed for longer than 180-days after installation. 5.1.5.2 PALISADE TM SA -HT shall not be left exposed for longer than 30-days after installation 5.1.6 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following: Table 2: Tile System Options for SDP Roof Underlayments per FRSA/TRI 07320/8-05 System Underlay Option Section Reference SDP Product(s) %tstem One: 1 3.02A No. 43 PALISADE" Mechanically Fastened Tile, Unsealed or 4 3.02D No. 30 or No. 43 PALISADE TM Sealed Underlayment 6 3.02F No. 30 PALISADE'" (See Section S.1.6.1) System System Two: Mechanically Fastened Tile, Sealed 5 3.02E No. 30 PALISADET" (See Section S.1.6.1) Underlayment System System Four ^A": Adhesive Set Tile, Unsealed or Sealed 5 3.02E No. 30 PALISADE'" (See Section 5.1.6.2) Underlayment System System Four'13 Adhesive -Set Tile, Sealed Underlayment 4 3.02D No. 30 (See PALISADE'" SSection 5.1.6.2 ( ) System 5.1.6.1 For System One, Option 6 and System Two, Option 5, approved underlayment systems areas follows: ➢ PALISADETm attached to deck per FRSA/TRI 07320/8-05 requirements followed by cap layer of Tamko TW Metal and Tile Underlayment, GAF UnderRoof 2 Tile Underlayment or CertainTeed Flintlastic SA Cap. Exterior Research and Design, LLC. Evalluation Report S19010.0a 09-R1 Certificate ofAuthoraation #9503 FL532S-R5 Revision ie 04/22/2012 Page 3 of 6 TRINITY ERR 5.1.6.2 For System 4A, Option 5 and System 4B, Option 4, approved underlayment systems are as follows: ➢ PALISADETm attached to deck per FRSA/TRI. 07320/8-05 requirements followed by cap layer of GAF UnderRoof 2 Tile Underlayment or CertainTeed Flintlastic SA Cap. 5.2 Fir HVHZ Jurisdictions: 5.2.1 PALISADET"" SA -HT is not for use in HVHZ. 5.2.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2.3 This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable FBC sections. 5.2.4 PALISADETm shall not be applied in hot asphalt. 5.2.5 PALISADE TM shall be installed in strict compliance with the requirements for ASTM D226, Type II or ASTM D2626 underlayment in Section 1518 for the type of prepared roof covering to be installed. 5.2.6 PALISADETm may be used with asphalt shingles, tile roofs (See 5.2.6.1), non-structural metal roofing / metal shingles, quarry slate, slate -type shingles and wood shakes & shingles. 5.2.6.1 For tile roof applications, PALISADETm shall be mechanically attached as an anchor sheet in accordance with RAS 118, RAS 119 or RAS 120 and Section 6 herein, followed by Tamko TW Metal and'Tile Underlayment. 5.2.6.2 The above noted cap underlayment membrane (Tamko TW Metal and Tile Underlayment) shall hold HVHZ Product Approval and/or Miami -Dade NOA as an underlayment for use in the roof systems. 5.2.7 If PALISADE" is not specifically listed in the prepared roof covering NOA, this report may be submitted to the AHJ or Miami -Dade Product Control Dept., along with fire classification information, for their consideration. 5.2.8 PALISADETm underlayment shall not be left exposed for longer than 180-days after installation. 5.3 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 9N- 3 requirements. 6. INSTALLATION: 6.1 PALISADE""' Roof Underlayments shall be installed in accordance with SDP 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 with Elastocol Stick. 6.3 For Non-HVHZ Jurisdictions: 6.3.1 PALISADETm: 6.3.1.1 Shall be installed in compliance with the requirements for ASTM D226, Type. I or II or ASTM D2626 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.1.2 For non -tile applications: Exterior Research and Design, LLC. Evaluation Report S19010.07.09-Ri Certificate ofAuthorhatdoe #9503 FL5325-R5 Revision 1: 04/22/2012 Page 4 of 6 I r 'N TRINITY ERD PALISADETM is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps. Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck with roofing nails (smooth or ring- shanked) having 1-inch minimum diameter plastic or steel caps compliant with FBC 1507.2.6. Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the field area, apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally. All caps (including nails) must be fully flush with 'the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying course. Apply underlayment up all abutments at least 6 inches. In non-HVHZ high wind regions where V„lt > 181 mph (Va,d > 140 mph) or exposure beyond 30 days, increase the fastener density to cap nails spaced 3 inches on center at vertical laps, and at 5.5 inches on center at horizontal laps. In the field area, apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition, secure laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or sealants.such as roofing cement (asbestos free meeting ASTMD4586). EPDM or butyl to seal laps. 6.3.1.3 For tile applications: Fastening of PALISADE TM in the applications per Table 2 herein should be proportionate to that outlined in FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, taking into account the wider sheet width. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.3.2 PALISADE SA-HTTM: 6.3.2.1 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. 6.3.2.2 The installer is responsible to determine whether priming is required to ensure PALISADETM SA -HT will stay adhered to the substrate. 6.3.2.3 For non -tile applications: PALISADE SA -HT TM is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the membrane into 10-15 ft. (3-5m) lengths and re -roll loosely. Peel back 1-2 ft. (300-600mm) of release film, align the membrane, and continue to peel the release film from the membrane. Press the membrane in. place with heavy hand pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the substrate. Always work from the low to the high point of the roof. Follow good roofing practice by orientating PALISADE-SA-HTTM so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press into in place. Work the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold weather, back nail and cover the nails by overlapping with the next sheet. Exterior Research and Design, I.I.C. Evaluation Report S19010.07.09-R1 Certificate ofAuthoriaation #9503 FL5325-R5 Revision 1: 04/22/2012 Page 5 of 6 t 6.4 For HVHZ Jurisdictions: 6.4:1. Approved Assemblies: 6.4.1.1 System E(1): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of PALISADE"°° with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.4.1.2 System E(2): Base underlayment mechanically fastened to deck,, tol2 layer adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer: One or more plies of PALISADE TM with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Top Layer: Tamko TW Metal and Tile Underlayment, self -adhered to the base layer with minimum 3" head laps and minimum 6" staggered end laps. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile. Note: For tile applications, AHJ shall verify that top layer underlayments listed herein hold current HVHZ Product Approval and/or Miami -Dade NOA for use as a tile underlayment. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. - ETL/Warnock Hersey - QUA1673 (905) 678-4913 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report S19010.07.09-R1 Certificate of Authorization #9503 FL5325-R5 Revision 1: 04/22/2012 Page 6 of 6 s SPtj 51tructural r=n4nL=SrinQ CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report °'SV Cramp," Metal Roof Assembly Manufacturer: Sunlast Metal, Inc. 2120 SW Porna Drive Palm City, FL 34990 (772) 223-4055 for Florida Product Approval # FL 10490.6 R3 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 CBLICK, Inc. 1399 N. Killian Drive, Suite 4, Test Palm Beach, Florida 33403 Prone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net es L. Buckner, P.E., SECB Florida P.E. # 3 1242 Manufacturer: Sunlast Metal, Inc. Product Name: "5V Crimp" Product Category: 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 PSI= i FL #: FL 10490.E-R3 Date: 4 / 6 / 12 Report No.: 12-139-5V-S6W-ER Page 3 of 7 Spscialttj structt"Ura0 Engi 1epring CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: ® U L580-06 —Test for Uplift Resistance of Roof Assemblies ® U L 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 adoptedby 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.E-113 Date: 4 / 6 / 12 nci �� Report No.: 12-139-5V-SEW-ER Page 4 of 7 speciaittj structurai I=r icai elerm CBUCK, Inc. Certificate of Authorization #8064 Components/Materials (by Manufacturers: Roof Panel: Material: Thickness: Panel Width: Rib Height: Yield Strength: Corrosion Resistance: Fastener: Type: Size : Corrosion Resistance: Standard: "5V Crimp" Steel 26 gauge (min.) 24" (max.) Coverage 1/2„ 40 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Hex -Head Wood Screw with WSW #10 x 1-1/2" " Per FBC Section 1506.6 and 1507.4.4 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/ft3) 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". I FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-S6W-ER Page 5 of 7 ISpecialtai Structural Enc2i eerini; CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) e Row spacing: Refer to Table "A" (along the length of the panel) a 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) Installation Method Sunlast Metal, Inc. °`5V Crimp" (26 Gauge) hoof Panel Attached to Wood Deck Profile Drawings 24" Maximum Net Coverage c\1 r T "5V Crimp„ Panel Typical Panel Profile View Fastener Spacing Across Panel Width #10 Hex -Head Screw with WSW Spaced 12" across the Panel Assembly Profile View Typical Fastening Pattern Across Row A FL #: FL 10490.6-113 Date: 4 / 6 / 12 lnrl� Page Report No ' 7�of 7 5V-S6W-ER Spealalt1 j Structural Engineering 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 -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"