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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: BY t. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial PERMIT APPLICATION FOR: To Select from dropbox, click here PROPOSED INPROVE MENT LOCATION gg x F, u Address: S90 '2, Tcinqelo PP. Legal Description: ` 1 q %� [� StO. 7) 1'` [A_CC �I k 7le-) L.0 t -//() ( '1/n 1) Property Tax.)D #: 3y Site Plan Name: n� Project�Name: / M Setbacks Front Back: Right Side: Left Side: Residential T { e . Lot No. Block No. CONSTRUCTION ,INFORMATION. Additional work t0 be rtormed under this permit- check all app y: E1HVAC Gas Tank Gas Piping _ Shutters a Windows/Doors ❑ Electric ❑ Plumbing []Sprinklers Generator] Roof Total Sq. Ft of Construction: pS . Ft. of First Floor: S8 Cost of Construction: $ A() UtilitieslnSewer 0Septic Building Height: OWNER/LESS'EE CONTRACTOR Name 1 7 Address:ad 7CC2�1G P !�, Name: Company: Address: City: I' !"I21'c?_P State: 1_:L Zip Code:-949 Kc%— Fax: Phone No. (o " S`7 e E-Mail: ! _1'1 aP Fill in fee simple Title Holder on next pageq if different from the Owner listed above) C7Zailo— L-W City: State: Zip Code: Fax: , hone No. E-Mail: State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. S"UPPLEMENTAL CONSTRUCTION°LIE'N LAW INFORMATION` DESIGNER/ENGINEER: Name: Address: Not Applicable MORTGAGE COMPANY: Name: Not Applicable Address: City: Zip: Phone: State: City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: Name: 30ot Applicable BONDING COMPANY: Name: Address: City: Not Applicable Address: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before curnmencing work Pr recording vour Notice of Commencement. er STATE OF FLORIDA COUNTY OF The fgrpoing instrument was acknowled g b fore me this d y of �` 20r (Name of person acknowledging) PqL (Signature of Notary ublic- State of Florida) / Personally K Type of Iden Commission fle,:," x" 6ondad Revised 07/15/2014 Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF The forgoing instrument was acknowledged before me this day of , 200by (Name of person acknowledging) (Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED -3- DATE COMPLETED Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all a is le laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial. I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liab ferthe cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate ical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statem nt and that I further understand that any violation of the terms of the owner/builder exemption shall be reporte by the Building and Z nmg Department to t e Florida State Department of Professional Re ulatifan. Signed and cknowledged on this day of of 20 + r STATE OF FLORII�As COUNTY OF The f Kepoinp instrument wasgcknowledged before me this by `c o is ersona produced Signature of tary a or PrintName.9 Title: Notary Public Commission Number SLCPDSD Revised 05/15/2014 yof 0CA-_-, 20�, known to me, or who has as identification. ��L otary (Seal) X4GELA M. HUFF l'COMM€SSION # Ef 033530 12 9 4ErNcd PI'uNotary Publ c Underwriters __" From: Richard Newland Fax: +1 k866) 610-8652 ' 0 To: �, 2 r r Jt Fax: +1 i772) 462-6443 = ge 2 of 2 0110912015 8:44 r` 01- PMining & Development 'races Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2265 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT �,. Re: Permit J, licensed as a(n)Contractors`/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or goof -rig Contrartor or any individual certified under 468 F,S. Co make such an inspection. On or about � "� � � � , i did personally inspect the roof deck naiiinr? (Date) work at: ,.-S (Job e address) A Based upon that examination l have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F_S.) Signature and Seal License # STATE: OF FLORIDA COUNTYOF 0 L..Ly(j`•P Svvor tc ana subscrib d before me this day of {_t 20� byrally know me or who has produced as identification_ Notary Public, State of Florida Signature of Notary:A� Commission Number: :�-.�r�,���7 (Seat) En 01/19/2011 ..� . ._ _.mom.., ots� tie` b1iSTYBiiBtLEN i f� MY Cf)&IMISSION IEE883700 ;d RPIRES: MAR 13, 2017 `r Bonded throw j31 SW lnsurarice RECEIVED JAN 0 9.1015 From: Richard Newland Fax: +1 (866) 610-8652 ' 0 r To: Audrey Humphrey Fax: +1 (772) 462-1578 2 of 2 0110912016 8:45 P;*,nning & Development 4ces Building & Code Regulation Division - - 2300 Virginia Avenue Fort Pierce, FL 34,382 772-462-2165 or 772-462-2172 Fax:772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # . j V 7 !, e't C t^ 9i { ` �� ti.i t t TMz licensed as a(n)Cdntractor*/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 on inspection. On or about �`� " , I did personally inspect the roof deck nailinl? (Date) work at: 5R �0 ILL (.lobs te address) h Based upon that examination i have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) T==.� .................. Signature and Seal license # STATE OF FLORIDA COUNTY OF ! U I. 3 `F Swor to and suliscrib d before me this day of. (� l� 20 by `( G, .l j a.i o is m ers n#�:_iAgq:wr� me or who has produced �- as identification. Notary Public, State of F}orida 7 , Signature of Notary:r.L: iL3 Commission Number'. (Seat) _ (Seat) En 01/19/2011 ::i� 60BttlN . o:"•ATf r'.tSi0nt#EE883700 ��, 2017"lnsnrdtice JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNT'? -, FILE # 4010644 OR BOOK ,_" )' PAGE 1110Recorded 11/04/2014 at 22 PM k NOTICE OF COMMENCEMENT '1 TO BE COMPLETED WHEN CONSTRUCTIO,,N// VALUE EXCEEDS $2,500.00 HI D ID -0:17-2 TAX FOLIO#: �`t0 Io�OO�OS'Q�X� State of Florida, County of the undersigned hereby dives 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. 1. LEGAL DESCRIPTION OF PROPERTY (AND STRkET ADDRESS IF 2. GENERAL DESCRIPTION OF IMPROVEMENT: REROOF 3. XOWNER INFORMATION or ❑LESSEE INFORMATION (If Lessee contracted for the Improvement) a. Name: Q;r_lIm'-d : z& Address: Sion TAA4'Z o (fir' r4 :rrc c L 3 4e b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): N/A 4. CONTRACTOR: a. -Name: NA Id _, Address: b. Phone number: S. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached): a. Name & Address: N/A b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: N/A b. Phone number: 7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES: a. Name & Address: N/A b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.1311) (b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). 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 NONCE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY WLEDGE AND BELqF (SECTION 92.525, FLORIDA STATUTES - p(A7✓z2%� A R WNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER - SIGNAORY'S TITLE / OFFICE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -1-DAY OF sin G! 20 If Y , BY: �ccFL�Lrr9 S, � C/�Lo l2 AS O C,- /Tg FOR.5`f 0 3 f cnle(o A ❑PERSONALLY KNOWN -OR Q�PRODUCED IDENTIFICATION . TYPE OF IDENTIFICATION PRODUCED 1- ` i i ce�tri' —� 5Z5C-7`tL-GZ-3Y-3-0 NOTARY SIGNATURE / NOTARY SEAL NNE ets Md FF 051243t7 STATE OF FLORIDA ST. LUCIE COUNTY M THAT THIS IS A COPY OF THT , E1 2014Date: Google earth leell ilo meters4 •- Florida Building Code Online Page 1 of 2 Product Approval Menu > Product or Aoolication Search > Application List > Application Detail CONOML50 FASTENERS OR ATTACHMENTS FL # FL16611 Application Type New ARE THE RESPONSIBILICT�Yt/OBF�yTHE Code Version Application Status 2010 Approved Approved OONTRACTOR OF RECORD Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812)218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Email THESE PLANS AND ALL PROPOSED WORK ARE E.UBJECT T O ANY CORRECTIONS Quality Assurance Representative i"EmAED BY FIELD 1W&PROTORS THAT Address/Phone/Email UAY BE NECE MY IN MER TO Category Roofing COMPLY WITH ALL APPLICABLE GODE190 Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2014 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL16611 RO COI Certificatelndependence.odf Referenced Standard and Year (of Standard) Standard Year UL1897 2004 UL 580 2006 Equivalence of Product Standards g!!240 1—�-�® Certified By ST. LUCIE COUNTY BUILDING DIVISION Sections from the Code REVIEWED FOR COMPLI REVIEWED BY DATE O PLANS AND P11MIIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2f... 10/27/201 z Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/11/2013 Date Validated 10/15/2013 C()PY Date Pending FBC Approval 10/21/2013 Date Approved 12/13/2013 of Products FL # Model, Number or Name Description 16611.1 5V Crimp '0 i. toodudeck 7/ 6" thick aOSB with rrrlln. 15J32d thick ply or fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL16611 RO II D1934 1.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf @ fastener spacing of 36" FL16611 RO AE EvaluationReoortC1934 1.Ddf Created by Independent Third Party: Yes o.c. and 172.5 psf @ fastener spacing of 6" o.c. 16611.2 Vertical Seam Min 24 ga., max. 18" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL16611 RO II D1934 2.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-82.5 Evaluation Reports Other: Uplift load of 30.0 psf @ clip spacing of 48" o.c. FL16611 RO AE EvaluationReportC1934 2.Ddf Created by Independent Third Party: Yes and 82.5 psf @ clip spacing of 12" o.c. Bacic Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 99 securitymamuC5' , CONCEALED FASTENERS OR ATTACH ARE THE RESPONSIBILITY OF THE CONTRACTOR OF IECOR.D THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FIELD IWSPECTORS THAT QAY BE NECESMY IN OMWR TO COMPLY WITH ALL APPLICABLE CODES. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2f... 10/27/2014 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION . '26 GA. 5V-CRIMP PANEL' FLORIDA PRODUCT APPROVAL FL 16611.1 i ROOFING METAL ROOFING COPY - Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax:. (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) �'w'S11n1rii11� SOCK44 i *,, . *:0 6224,0 Report No. C1934-1 -v Date: 10.11.13 OA '; STATE pF •: �: i 'A*- Ate �/ • %a. t �, ►� r , Manufacturer: Product Name: Panel Description: Materials: FL 16611.1 C1934-1 10.11.13 Page 2 of 3 Metal Sales Manufacturing Corporation 5V-Crimp 24" wide coverage with (5) 1/2" high ribs Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24" for new and existing constructions. Designed and installed as per FBC 2010. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5 Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2. For roof slope less than 3:12, lap sealant must be used in the panel sidelap. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product ,described herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current FL 16611.1 C 1934-1 10.11.13 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 i n � N :"+ tD o. p a' I» Z o o ro ro w o CD r v ao rn �. n7 rn � 5, ' O N '0 O q• O a 0 y O S g N E. w lA - a5 A G7 N v LY CC ryOp ,p p 0 CD CD CD UQ y o q �y aCD o O CD CDp G gi U0 N NA y 6 y n w z Fx � x a. a d Ia 4Ow� . a P v n P�.' �G ,�• N t, O `�• O CD O. U00 QQ CD 00 4 . qJq CD = G CD C31 fY .G.. CD P- Er a a o a. a vo H CD d ° f . N F. l7 CD G ; N CD ti (D O w CD ES ® p w Fes.. 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W A �1 O � 00 �• T oo �•-• W O W O� cA N O0 W �O �1 00 p .A- h3 O p D\ 00 p �1 N W ut �D 0 . to �7 tJ :-� i- �� O ✓ A U �--• ?. U 1 m J i-- �-- t-- ; U 10 J lA ,A N A O O 1O wI tJ 0 t•-� w 10 A A lA Cn lA A A lA lA to A A cA to A A lA A A LA N N W w N N W N N W W 0o N N N N N N �•• N N N W 'O N V1 Oo W �0 N lA 0o 00O O W w 91 O W W � O p O N W 00 O N W Oo O N W \O \O W -2 �1 CT as-1 11 a,U --1 J a C\ Oo W N -1 Oo W 1 00 W N -1 t- W W W N W W W W W W v W 0 W O V�i N W W A J• O W W U O�0 W U 1,�, ��+ loll Q` P. J V�i V�i J J A P. A 01 w 0o I O. A lA D\ N lJ w N N w w N N?? w w J " w N T? \O ? 'O 'O W N U N N T? w w w w w cA a\ m -1 LA pD T O\ 0�01D001 \NO D�UI N t"O�W4 z�?ONll JbwNN G o 10 U 10 000,1 C \OA �--• W �-- v J �•+ O 0 w O OM O'u 0 = Z mm Z xZ 00 rin W r O a m°v_ MZa Li Ogm a mU)0 v - i N mw1a aa W co cr v mZ �2 Pa �m a Z , BUILDING PLANNING TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) MEAN ROOF HEIGHT EXPOSURE B C D 15 1.00. 1.21 1.47 20 1.00 1.29 1.55 . 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 - 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 . 1.62 1.87 TABLE R301.2(4) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B 0tNJ Vela AS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 (MPH - 3 SECOND GUST) Roof Angle > 10 degrees Effective Area: 90 100 110 120 130 140 150 Width (ft) Height (ft) 9 7 12.8 -14.5 15.8 -17.9 19.1 -21.6 22.8 -25.8 26.7 -30.2 31.0 -35.1 35.6 -40.2 16 7 12.3 -13.7 1 15.2 -16.9 1 18.3 -20.4 ` 21.8 -24.3 25.6 -28.5e 29.7 -33.1 - 1 34.1 -38.0 For SI: 1 foot = 304.8 rum, 1 square foot = 0.0929 nf, 1 mile per hour = 1.609 km/h 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table R301.2(3). 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. 4. Negative pressures assume door has 2 feet of width in building's end zone. R301.2.1.1 Design criteria. In regions where the ulti- mate design wind speeds, Vul , from Figure R301.2(4) equator exceed I B miles per hour (45 m/s) the design of buildings shall be in accordance with one of the following methods. The elements of design not addressed by those documents in Items 1 through 8 shall be in accordance with this code. 1. American Forest and Paper Association (AF&PA) Wood Frame Construction Manual for One- and Two -Family Dwellings (WFCM). 2. International Code Council (ICC) Standard for Residential Construction in High Wind Regions (ICC-600). 3. Minimum Design Loads for Buildings and Other Structures (ASCE-7). 4. American Iron and Steel Institute (AISI), Stan- dard for Cold -Formed Steel Framing -Prescrip- tive Method For One- and Two -Family Dwellings (AISI S230). 5. Concrete construction shall be designed in accor- dance with the provisions of this code. 6. The MAF Guide to Concrete Masonry Residential Construction in High Wind Areas shall be permit- ted for applicable concrete masonry buildings where Vas,, determined in accordance with Section 3.4 FILE COry R301.2.1.3 does not exceed 130 mph (58 m/s) in Exposure B and 110 mph (49 m/s) in Exposure C in accordance with Figure R301.2(4). 7. The applicable AF&PA WFCM Guide to Wood Construction in High Wind Areas shall be permit- ted for applicable wood -frame buildings in regions where Vasd, determined in accordance with Section R301.2.1.3 does not exceed 130 mph (58 m/s) in Exposure B. 8. Structural insulated panel (SIP) walls shall be designed in accordance with the provisions of. this code. The wind speeds in Figure R301.2(4) shall be con- verted to nominal wind speeds, Va,,, in accordance with Section R301.2.1.3 when the provisions of the standards referenced in Exceptions 1 through 8 are used unless the wind provisions in the standards are based on Ultimate Wind Speeds as specified in Figure R301.2(4) or Chapter 26 of ASCE 7. R301.2.1.1.1 Design. The following design guide shall be accepted as conforming to accepted engineer- ing practices: AAF Guide to Aluminum Construction in High -Wind Areas. Vinyl and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state: "Removable panel SHALL be 2010 FLORIDA BUILDING CODE - RESIDENTIAL PANEL OVERLAP 5V-CRIMP SEE DETAIL 2 / SEE DETAIL 1 #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE NSTALLED OR #8 x 2" LONG WOOD SCREWS I AS PER MANUFACTURER'S NSTALLATION SPACED 6" O.C. IN THE FIELD & GUIDELINES AT PLYWOOD EDGES MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" D.C. TYPICAL PANEL INSTALLATION X—SECTION 5V-CRIMP MIN 26 GA. PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. DESIGN UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) (IN) 36 30.0 6 172.5 GENERAL NOTES: a e W 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a. UNDERLAYMENT FLORIDA BUILDING CODE (FBC). a aim OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING DETAIL 1 PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. >N 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS #9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS o =zT WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. rn MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM 8Ro REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. RIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 5V-C MIN RI GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a 0 N F U �z rv, ii y w U �a �: UNDERLAYMENT 1LE CAa'&' wm& 'a 'w DRAWNG #OSB 7/16" THICK (MIN.) OR 1934-1 DETAIL 2 PLYWOOD 15/32" THICK (MIN.) SHEEP N0. 1 OF 1 Product Manufacturer GAF Address/Phone/Email 1361 Alps Road Wayne, NJ 07470 (973) 872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com Technical Representative Beth McSorley Address/Phone/Email 1361 Alps Road Wayne, NJ 07470 (800) 365-7353 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/19/2015 Validated By John W. Knezevich, PE O Validation Checklist - Hardcopy Received Certificate of Independence FL10626 R9 COI 2014 04 COI Nieminen.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2boQY9nVE2R... 11 /3/2014 Florida Building Code Online 2 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard Year ASTM D1970 2001 ASTM D6164 2005 ASTM D6757 2007 FM 4474 2004 FRSA/TRI 07320 2005 TAS 103 1995 Method 1 Option D 04/29/2014 05/02/2014 05/06/2014 06/23/2014 Summary of Products FL # I Model, Number or Name Description 10626.1 JFGAF Roof Underlayments IlRoofinci underlayments for use in sloped roof systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL10626 R9 II 2014 04 FINAL ER GAF Underlayments FL10626- R9.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-45.0 Created by Independent Third Party: Yes Other: 1.) The design pressure noted in Evaluation Reports this application relates to one particular FL10626 R9 AE 2014 04 FINAL ER GAF Underlayments FL10626- R9.odf underlayment system for use under foam -on tile systems. Refer to ER Section 5.5.2 for Created by Independent Third Party: Yes details. 2.) Refer to ER Section 5 for other Limits of Use. j Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: is eCheck M Gr�ditSC�arF�iE a http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2boQY9nVE2R... 11 /3/2014 EVALUATION REPORT GAF 1361 Alps Road, Building 7-3 Wayne, NJ 07470 COPY x � LE 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 01506.04.08-1119 FL10626-R9 Date of Issuance: 04/25/2008 Revision 9: 04/21/2014 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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: GAF 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 04/21/2014 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. 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. F LE Coll' 0 TRINITY RD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, 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 1504.3.1 Wind Uplift FM 4474 2004 1507.2.4, 1507.2.9.2, Physical Properties ASTM D1970 2001 1507.5.3 1507.2.3 Physical Properties ASTM D6757 2007 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 1507.3.3 Installation Practice FRSA/TRI 07320 2005 3. REFERENCES: Entity Examination Reference Date ERD (TST 6049) Physical Properties G12210.06.09 08/03/2009 ERD (TST 6049) Physical Properties G34150.08.11 11/14/2011 ERD (TST 6049) Physical Properties G40630.01.14-26 01/07/2014 ERD (TST 6049) Physical Properties G46160SC 04/14/2014 PRI (TST 5878) Physical properties GAF-026-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-02 03/12/2004 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) Physical properties GAF-154-02-01 02/06/2007 PRI (TST 5878) Physical properties RGM-023-02-01 02/09/2007 PRI (TST 5878) Physical properties ELK-311-02-01 09/11/2007 PRI (TST 5878) Physical properties GAF-238-02-01 03/03/2010 PRI (TST 5878) Physical properties GAF-275-02-01 11/11/2010 PRI (TST 5878) Physical properties GAF-349-02-01 06/19/2012 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02704 09/16/2013 ITS (TST 1509) Physical properties 3077464-002 09/14/2005 ITS (TST 1509) Physical properties 3077464-02 01/09/2006 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) Physical properties 1ONK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 13-1104.06 02/20/2014 Miami -Dade (CER 1592) HVHZ compliance 13-1104.05 02/20/2014 Miami -Dade (CER 1592) HVHZ compliance 13-1104.11 03/06/2014 ICC-ES (EVL2396) IBC compliance ESR-1322 01/01/2014 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Hickory, NC 05/29/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Fresno, CA 11/19/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R1306, Conover, NC 06/14/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R1306, N. Bay, ON 09/27/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Hickory, NC 09/27/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, N. Branch, N] 09/25/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Mt. Vernon, IN 07/29/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Mission, BC 03/07/2013 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Pryor, OK 10/28/2013 Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R9 Certificate of Authorization #9503 FL10626-R9 Revision 9: 04/21/2014 Page 2 of 10 I.R11V11 i cRll 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering -Underlayments: 4.1.1 Liberty'rm SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.2 &toLGua ® `Im urfac Leak Barrie_ afilm-surfaced, fiberglass -reinforced, self - adhering SBS mod ele itumen roof underlayment. StormGuard@ Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.3 UnderRoofTm 2 Polyester -Surfaced Leak Barrier is a spun -bond -glass -reinforced - polyester -mat -surfaced, composite -reinforced, SBS self -adhering modified bitumen roof underlayment. 4.1.4 UnderRoofTm HT High Temperature Leak Barrier is a polyester -mat -surfaced, fiberglass - reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.5 WeatherWatchp Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass - reinforced, self -adhering SBS modified bitumen roof underlayment. WeatherWatchp Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.6 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated -mat -surfaced, fiberglass - reinforced, self -adhering SBS modified bitumen roof underlayment. 4.2 Mechanically Fastened Underlayments, 4.2.1 VersaShield0 Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier. 4.3 Asphalt -Applied Underlayments: 4.3.1 Ruberoid@ Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment. 4.3.2 Ruberoidp Mop 170 FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.3 GAF 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 GAF Roof Underlayments are follows: 3' TA9LE 1RUOF&Vik6VnONS � a Asphalt Wood Shakes & Slate or Underlayment Nail -On Tile Foam -On Tile Metal Shingles Shingles Simulated Slate VersaShield® Fire -Resistant Yes No No No No No Roof Deck Protection Liberty-SBS Base/Ply Yes No No No No No StormGuard® Film Surfaced Yes No No Yes No No Leak Barrier UnderRoof' 2 Polyester- Yes Surfaced Leak Barrier Yes Yes See 5.4.1 No No Yes Exterior Research and Design, LLC. Evaluation Report 01506.04.08-119 Certificate of Authorization #9563 FL10626-R9 Revision 9: 04/21/2014 Page 3 of 10 5.4.1 5.5 (_"�C \I TRINITY I ERD =7'A6LE1: ROOFCQVEROv,TwNS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes & Slate or Shingles Shingles Simulated Slate UnderRooP" HT High Temperature Leak Barrier Yes No No Yes No No WeatherWatch® Mineral Surfaced Leak Barrier Yes No No No No No WeatherWatch® XT Mat Surfaced Leak Barrier Yes No No No No No Ruberoid® Mop Granule Yes Yes Yes No Yes Yes See 5.4.1 Ruberoid° Mop 170 FR Yes Yes es No Yes Yes See 5. ( "Foam -On Tile" is limited to use of the following unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Underlayment(s) Adhesive Option(s) UnderRooP" 2 Polyester -Surfaced Leak Barrier 3MT" 2-Component Roof Tile Adhesive AH-160 Ruberoid® Mop Granule; Ruberoid® Mop 170 FR Dow TileBond Allowable substrates are noted below: 5.5.1 LibertyT°' SBS Self -Adhering Base/Ply Sheet; StormGuard@ Film Surfaced Leak Barrier; UnderRoofTm 2 Polyester -Surfaced Leak Barrier; UnderRoofT"' HT High Temperature Leak Barrier; WeatherWatch@ Mineral Surfaced Leak Barrier and WeatherWatchCg) XT Mat Surfaced Leak Barrier, Self -Adhered to Deck: ➢ New untreated plywood; ➢ Existing untreated ASTM D41 primed plywood. Ruberoid@ Mop Granule and Ruberoidg Mop 170 FR, Asphalt -Applied to Deck: ➢ ASTM D41 primed structural concrete. 5.5.2 LibertyTM SBS Self -Adhering Base/Ply Sheet; StormGuard@ Film Surfaced Leak Barrier; UnderRoofTm 2 Polyester -Surfaced Leak Barrier: UnderRoofTm HT High Temperature Leak Barrier: WeatherWatch@ Mineral Surfaced Leak Barrier and WeatherWatch@ XT Mat Surfaced Leak Barrier, Self -Adhered to Mechanically Attached Base Underlayment: ➢ ASTM D226, Type II felt. ➢ StormSafeTm Anchor Sheet RuberoidCRD Mop Granule and RuberoidR Mop 170 FR, Asphalt -Applied to Mechanically Attached Base Underlayment: ➢ GAFGLAS@ #80 UltimaTI Base Sheet; ➢ Ruberoid@ 20. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.5.3 Bond to Other Substrate Types: ➢ ASTM D41 primed metal (flashing metal, valley metal, etc.) Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R9 Certificate of Authorization #9503 FL10626-R9 Revision 9: 04/21/2014 Page 4 of 10 C""*�'Q v I RINITYIERD 5.5.4 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. 5.5.4.1 Maximum Design Pressure = -45 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: UnderRoof"I 2 Polyester -Surfaced Leak Barrier, self -adhered 5.5.4.2 Maximum Design Pressure = -45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS@ #80 UltimaT'" Base Sheet or Ruberoid@ 20 mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9-inc6 o.c. at the 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid@ Mop Granule or Ruberoid@ Mop 170 FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 5.5.4.3 Maximum Design Pressure.= -45 Dsf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS@ #80 UltimaTm Base Sheet or Ruberoid@ 20 mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid@ Mop Granule or Ruberoid@ Mop 170 FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 5.6 Exposure Limitations: 5.6.1 LibertyTM SBS Self -Adhering Base/Ply Sheet; StormGuard@ Film Surfaced Leak Barrier; UnderRooFm HT High Temperature Leak Barrier; WeatherWatch@ Mineral Surfaced Leak Barrier and WeatherWatch@ XT Mat Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. 5.6.2 VersaShield@ Fire -Resistant Roof Deck Protection, UnderRoofTm 2 Polyester -Surfaced Leak Barrier, Ruberoid@ Mop Granule and Ruberoid@ Mop 170 FR shall not be left exposed for longer than 180-days after installation. 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. AjLN VIM " Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R9 Certificate of Authorization #9503 FL10626-119 Revision 9: 04/21/2014 Page 5 of 10 TABLEZTILE'SYSTEMOPTIONSPERFR$A%TRIU%32(Y&.O5 System Underlay Section Reference Roof Underlayment(s) Option 1 3.02A Modified Cap Sheet Ruberoid® Mop Granule, Ruberoid® Mop 170 FR Base Layer: ASTM 226, Type II felt, GAFGLAS® #80 UltimaT" Base 2 3.02B No. 30 / Modified Cap Sheet, Ruberoid® 20 Top Layer: Ruberoid® Mop Granule, Ruberoid® Mop 170 FR System One: Base Layer: ASTM 226, Type II felt, GAFGLAS® #80 Ultima' Base Mechanically Fastened Tile, 3 3.02C No. 30 / Modified Cap Sheet, Ruberoid® 20 Unsealed or Sealed Top Layer: Ruberoid® Mop Granule, Ruberoid® Mop 170 FR Underlayment System 5 3.02E Self -Adhered UnderRoo£" 2 Polyester -Surfaced Leak Barrier Underlayment No. 30 / Self -Adhered Base Layer: ASTM 226, Type II felt or StormSafe" Anchor Sheet 6 3.02F Underlayment Top Layer: UnderRoo£" 2 Polyester -Surfaced Leak Barrier 1 3.02A Modified Cap Sheet Ruberoid® Mop Granule, Ruberoid® Mop 170 FR Base Layer: ASTM 226, Type II felt, GAFGLAS® #80 Ultima'" Base 2 3.02B No. 30 / Modified Cap Sheet, Ruberoid® 20 Top Layer: Ruberoid® Mop Granule, Ruberoid® Mop 170 FR System Two: Base Layer: ASTM 226, Type II felt, GAFGLAS® #80 Ultima' Base Mechanically Fastened Tile, 3 3.02C No. 30 / Modified Cap Sheet, Ruberoid® 20 Sealed Underlayment Top Layer: Ruberoid® Mop Granule, Ruberoid® Mop 170 FR System 4 3.02D Self -Adhered UnderRoo£" 2 Polyester -Surfaced Leak Barrier Underlayment 5 No. 30 / Self -Adhered Base Layer: ASTM 226, Type II felt or StormSafe'" Anchor Sheet 3.02E Underlayment Top Layer: UnderRoo£" 2 Polyester -Surfaced Leak Barrier Base Layer: ASTM 226, Type II felt, GAFGI-W #80 Ultima'" Base 2 3.02B No. 30 / Modified Cap Sheet, Ruberoid® 20 System Four "A": Top Layer: Ruberoid® Mop Granule, Ruberoid® Mop 170 FR Adhesive -Set Tile, Unsealed Self -Adhered or Sealed Underlayment 4 3.02D Underlayment UnderRoof" 2 Polyester -Surfaced Leak Barrier System 5 No. 30 / Self -Adhered Base Layer: ASTM 226, Type II felt or StormSafe"' Anchor Sheet 3.02E Underlayment Top Layer: UnderRoo£" 2 Polyester -Surfaced Leak Barrier Base Layer: ASTM 226, Type II felt, GAFGLAS® #80 Ultima'" Base 1 3.02A No. 30 / Modified Cap Sheet, Ruberoid® 20 System Four "B": Top Layer: Ruberoid® Mop Granule, Ruberoid® Mop 170 FR Adhesive -Set Tile, Sealed 3 3.02C Self -Adhered UnderRoo£" 2 Polyester -Surfaced Leak Barrier Underlayment System Underlayment 4 No. 30 / Self -Adhered Base Layer: ASTM 226, Type II felt or StormSafe'" Anchor Sheet 3.021) Underlayment Top Layer: UnderRoof" 2 Polyester -Surfaced Leak Barrier 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions 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 Install self -adhering underlayments when ambient temperatures are minimum 450F and rising. 6.4 All metal surfaces shall be primed with MatrixTm 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. l •1 Exterior Research and Design, LLC. Evaluation Report 01506.04.08-119 Certificate of Authorization #9503 FL10626-119 Revision 9: 04/21/2014 Page 6 of 10 QOTRINIT,YIERD 6.5 VersaShieldg Fire -Resistant Roof Deck Protection: 6.5.1 Install VersaShield@ Fire -Resistant Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared roof covering to be installed. A double layer is required for 2:12 < roof slope < 4:12. No hammer tacks or staples are permitted 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyT'" SBS Self -Adhering Base/Ply Sheet; StormGuard@ Film Surfaced Leak Barrier; UnderRoof1m 2 Polyester -Surfaced Leak Barrier; UnderRoof1m HT High Temperature Leak Barrier; WeatherWatchg Mineral Surfaced or WeatherWatch@ XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 Liberty" SBS Self -Adhering Base/Ply Sheet: 6.6.1 Install LibertyTM SBS Self -Adhering Base/Ply Sheet in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.2 The minimum and maximum roof slopes are 1/2:12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.6.3 For non -tile applications, direct to deck: For direct -bond to deck applications plywood shall be primed with Matrix1m 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at 1/2 to 3/4 gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.6.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.6. Install LibertyTM SBS Self -Adhering Base/Ply Sheet over the mechanically attached anchor sheet as noted above. 6.7 StormGuard@ Film Surfaced Leak Barrier: 6.7.1 Install StormGuard@ Film Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R9 Certificate of Authorization #9503 FL10626-R9 Revision 9: 04/21/2014 F LE COPY Page 7 of 10 6.7.3 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.7.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.6. Install StormGuardO Film Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.8 UnderRoofTm 2 Polyester -Surfaced Leak Barrier: 6.8.1 Install UnderRoofTm 2 Polyester -Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" o.c. within 4-inch side laps. 6.8.3 For tile roof installations: Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 6.8.4 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be sealed with a 1/16th to 1/8th inch thick trowel application of MatrixTm 201 Premium SBS Flashing Cement. Use a hand roller to firmly bond side and end laps. 6.8.5 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.6. Install UnderRoofTm 2 Polyester -Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-119 Certificate of Authorization #9503 171-10626-119 Revision 9: 04/21/2014 Lit Page 8 of 10 TRINITY ERA 6.9 UnderRoofT" HT High Temperature Leak Barrier: 6.9.1 Install UnderRoof l HT High Temperature Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" o.c. within 4-inch side laps. 6.9.3 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat@ FlexSealTM Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. 6.9.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.7. Install UnderRoofT"^ HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above. 6.10 WeatherWatchO Mineral Surfaced Leak Barrier or WeatherWatche XT Mat Surfaced Leak Barrier: 6.10.1 Install WeatherWatch@ Mineral Surfaced Leak Barrier or WeatherWatch@ XT Mat Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.10.2 WeatherWatch@ Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.10.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 4-inch side laps. 6.10.4 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.10.5 For non -tile applications, to mechanically attached anchor sheet: Exterior Research and Design, LLC. Evaluation Report 01506.04.08-119 Certificate of Authorization #9503 FL10626-R9 Revision 9: 04/21/2014 "` C Page 9 of 10 A f � TRINITY ERD Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT"' Anchor Sheet in accordance with Section 6.6. Install WeatherWatch° Mineral Surfaced Leak Barrier or WeatherWatch@ XT Mat Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. ` 6.11 Ruberoidp Mop Granule; Ruberoidp Mop 170 FR: 6.11.1 Shall be installed in compliance with current GAF published installation requirements, subject to the limitations herein. 6.11.2 Non -Tile Applications: 6.11.2.1 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, and offset 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. Consult GAF instructions regarding back -nailing requirements. 6.11.3 Tile Applications: 6.11.3.1 Refer to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition and Table 2 herein. 6.11.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the 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 61G20- 3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R9 Certificate of Authorization #9503 FL10626-R9 Revision 9: 04/21/2014 Page 10 of 10 t SCANNED - . s OFFICE USE ONLY:(BY ( ( St. Lucie County DATE FILED: �• 6 1 PERMIT # 4 r REVISION FE E: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 C 0 APPLICATION FOR BUILDING PERMIT REVISIONS FILNL"" PROJECT INFORMATION 1. LOCATION/SITE 59 O n o ate- ^ F- fli ��FL � z /9ADDRESS: � C� e ( 7 2. 3. DETAILED DESCRIPTION OF PROJECT i CONTRACTOR INFORMATION: I HE-H PL 4P.) AND ALL PROp0.850 WORK STATE of FL REG./CERT. #: ST. LUCIE COIAREM��. V:T =S BUSINESS NAME: f0wP1111C►fi �b FIELD n�c+c+rr+ar�.s.tyy �gd�.p. QUALIFIERS NAME: W • F IELD frNS ► e P2 ADDRESS: CITY: STATE: GOtl1 PLY WITH ALL AMILICABLE C DES. PHONE (DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: i . CITY: i r� STATE: PHONE: _ 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): FAX: FAX: Revised 07/22/2014 REVISION ZIP: - ZIP: el" FL # FL11651-RI Application Type Revision Code Version 2010 Application Status ApprovedCOPY Comments Archived ❑ Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative THESE "Lllvjfi AND ALL PROPOSSO WORK Address/Phone/Email ARE SUBJECT T4 ANY CORRECTIONS Quality Assurance Representative REQUIRED BY PIELD IMP&Cl RS THAT Address/Phone/Email MAY BE NECESSARY IN OgTO Category Roofing COMPLY INIT i ALL APPLICABLE CODES. Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden 9 Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R1 COI Letter of Certif.odf FL11651 R1 COI Letter of Name chanoe.odf Referenced Standard and Year (of Standard) Standard FM 4471 FM 4471 TAS 100 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl Year 1995 2010 1995 2003 2004 2006 DgsQFc5K%2fFr... 3/17/2015 Florida Building Code Online, - Page 3 of 5 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.5PSF Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 6" o.c. clip spacing. Install per manufacturers detals. For use in HVHZ Zones. 11651.7 1 1.5" Snap Lock Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clips spacing. -116.0 psf @ 6" o.c. clips spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions FL11651 R1 II 24 ga. 1.5 in Mech Lock over .5 olvwood HVHZ details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 1.5 Mech Lock 24 ga. over .5 Plywood HVHZ Roof 2010 format.pdf Created by Independent Third Party: Yes 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood Installation Instructions FL11651 R1 II 1.5 in Snap Lock 24 Ga. details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 1.5 Snap Lock 24 ga. over .5 Plywood HVHZ Roof 2010 Format.pdf Created by Independent Third Party: Yes 11651.8 24 Ga. Gulf Coast Mechanical Seam 24 Ga. Gulf Coast Mechanical Seam 18" Wide over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5PSF Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL11651 R1 II 24 Ga. Gulf Coast Mech Seam over .5 ply NONHVHZ details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 2 Mech Lock 24 ga. over .5 Plywood Roof 2010 Format.pdf Created by Independent Third Party: Yes 111651.9 124 Ga. Gulf Lok 124 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-96.7PSF Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf @ 5-1/8" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. 11651.10 124 Ga. Gulf Seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-93.5PSF Other: -93.5 psf @ 18" o.c. Install per manufacturers details. Not for use in HVHZ Zones. 11651.11 124 Ga. Gulf Seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5PSF Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL11651 R1 II 24 Ga. Gulf Lock over. 5 Plywood NonHVHZ Deta i I s. pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 24 ga. Gulf lock over 15-32 Plywood Roof 2010. odf Created by Independent Third Party: Yes 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R1 II 24 Ga. 1.75 Gulf Seam over 1x4 details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE Gulf Seam 24 ga. over 1x4 ourlins Roof 2010 format.odf Created by Independent Third Party: Yes 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R1 II 24 Ga. Gulf Seam over. 5 Non HVHZ Deta i Is. pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 1.75 Snap Lock 24 ga. over .5 Plywood Roof 2010 format.Ddf Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. 5V Crimp over .5 Plywood HVHZdetails.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf Evaluation Reports @ 6" o.c. fastener spacing. Install per manufacturers details. FL11651 R1 AE 26 Ga. 5V Panel over . 5 Plywood HVHZ Roof 201OFormat.odf For use in HVHZ Zones. Created by Independent Third Party: Yes ,__ as '1/117i1)n1c • FloriddBuilding Code Online - - _ Page 4 of 5 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ 16" o.c. fastener pattern. Install per manufacturers details. Not -for use_in_lJ\ HZ Zones. Installation Instructions FL11651 R1 II 26 Ga. 5V Crimp over plywood detailsNON HVHZ.Pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 5V Crimp Panel over .5 Plywood NON OPKIM, Created by Independent Third Party: Yes 11651.14 126 Ga. 5V Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.2PSF Other:-149.25 psf @ 16" o.c. fastener pattern. Install per manufacturers details. Not for use in HVHZ Zones. 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL116S1 R1 II 26 Ga. 5V Crimp over 1x4 purlins NHVHZ details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 5V Crimp Panel over 1x4 wood purlins NON HVHZ Roof 2010 Format.Pdf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. Gulf Lock over .5 plywood details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-161.OPSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -161.0 Evaluation Reports psf @ 5 3/16" o.c. fastener spacing. Install per FL11651 R1 AE 26 Pa. Gulf lock over 15-32 Plywood Roof format.pdf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 Ga. Gulf Lock 16 in over .5 plywood NHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-63.5PSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 26 aa. Gulf lock over 15-32 Plywood Roof.pdf Created by Independent Third Party: Yes 11651.17 26 Ga. PBR 26 Ga. PBR 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 Ga. PBR over .5 Plywood NonHVHZ detail.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -59.25 psf @ 24" o.c. fastener spacing.-154.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. PBR Panel over .5 Plywood NONHVHZ Roof 2010 format.odf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.18 26 Ga. PBR 26 Ga. PBR Roof Panel over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. PBR over 1x4 ourlins HVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. PBR Panel over 1x4 HVHZ Roof 2010 format.pdf details. For use in HVHZ Zones. Created by Independent Third Party: Yes 111651.19 126 Ga. PBR 126 Ga. PBR Roof Panel over 15/32" Plywood I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @ 12" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. 11651.20 126 Ga. PBR Installation Instructions FL11651 R1 II 26 pa. PBR over .5 plywood HVHZ detail.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE 26 Ga. PBR Panel over .5 Plywood HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTr... 3/17/2015 Florida`Building Code Online,.--, - Page 5 of 5 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 24" o.c.-151.75 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Go to Page = a 26 Ga. PBR Roof Panel 36" Wide over 1 x 4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R1 II 26 Ga PBR over lx4 ourlins NONHVHZ Detals.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 26 Ga. PBR Panel over lx4 NONHVHZ Roof 2010 format.Ddf Created by Independent Third Party: Yes Back Next ii 0 Pagel / 2 id d Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product ��A,pp�peeggroval Accepts: , Ehsck M Card http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f fr... 3/17/2015 FL# 11651.13 R1 1 330 Ramblewood Drive 1-Iumble,YX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. SV Crimp Roof Panel over 15132" Plywood Florida Product Approval # 11651.13 111 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY &,MANUFACTURING, LLC. 4020 S.W. 449th Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents' Evaluation Report Pages 1-4 FILE, COPY N�% N•C E• E- jy p i�i } No. 4tl� / s i... / STATE OF ; �0. �i 4 R I ID ��i FS • . ' S �� sm0 February+V 2012 i Force ErigirieLesti.rig Inc. 1,9530 Ramblewood Drive I Iuruble,TX 773.38 s Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" coverage, through fastened roof panel with fasteners in the panel flat over Min. 15/32" Plywood decking. Non - Structural Application. Panel Material/Standards: Material: Min. 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.13 R1 #9-15 x 1-1/2" Woodgrip with sealing washing in the flat of the panel or approved equal,''/<" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Total Uplift Design Pressure: 94.25 psf 13 1. 0 p s f Fastener Pattern: 12"-12" 9.5"-2"-9.5" Fastener Pattern: 16" O.C. 16" O.C. *Design Pressure includes a Safety Factor = 2.0. llJ'Fl,,' N•C E• Z. IV •a' STATE OF ; a rraeAr�ie XORAL • �����, February L,,`L012 Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: Test Standard Equivalency: Fcorce Erigirieerrrzg �: Testi:rq 1r3c. 1.9,530 Ramblewood Drive Hurnble,TX 77338 The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. The product described herein has demonstrated compliance with: ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0053T-05 & 117-0331T-08 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. FL# 11651.13 R1 %,. isIllt'r"I,, % % IV O � C E N S F �.c• ,i •a' STATE OF ; er Z ID stw i E`s;.• February 22, 2012 ro.rce. Erigiueeritsg & Testi.tig lust. 19530 Itamblesvood Drive flumble; I"X 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. %�% Nk C E, Z. sy � O I-,i � STATE OF ; a '���.o . j'L O R i � 4'. • �� �: GDAL FL# 11651.13 Rl February 22, 2012 26 Ga. 5V Crimp Roof Panel over 1/21, 5-V CRIMP EXPOSED FASTENER SYSTEM nv r;qjmp PANEL—% FASTENER N9 SUBSTRUCTURE 12" O.C. IVIAIN FIELD 6" O.C. PE'R-lMEfRR — &,AT'cR{ALCPWHS hSTH A 633 G-OW ASTH A 792 rurTai COLMS WE CAN PROVIDE A&L C(JSft34 C" SERVICES TO PAM PM UCALLY eINY HATERM, SWE, OR TINT You AZQ=T. FABRKATION MONS STEEL 26 TErokMCAL DATA CHN4P FASTEMS J IV ;w nc gets,J9-J6xl-,WC00ZAG C llkaw* & a, V2 0 10 its I 26 Ga. 5V Crimp Roof Panel over 1/2" Pl `$sttttii9JSSp► , c N •. fi r • .: N0.449 7+C • _ .:' ST T F ROLL FORMER CORP. 148 I1413EPER10EMCE LANE CL•�f/„�� PA 10914 r. A' 0 R CDLWORT, I '1tJJ `V 1 5 l`\\ , V ` •rtlra.�y .�'f � t �� � 2Q12 27--1/2' Flab: Stbck Ma-beriat For 24" Cover,age No -be : All Radii 0•05 12NOV99 --7/16n. 1-5/8 Fixed Over -tap Ribs • For 24' �civer•age i2" - 24' Coverage -- -� 7 /8'' 3/8, tldjustaiote Center Fib 1 fed jus'�aalc Undertap nibs 1 Joe Cicio From: J Sizemore <jsizemore5@yahoo.com> Sent: Wednesday, March 18, 2015 9:07 PM To: Joe Cicio Subject: Re: Revision Comments for Permit Number 1410-0377 Good Afternoon. We were originally getting the metal thru Metal Sales then changed to Gulf Coast. We supplied product approvals to you for approval. Sorry if we made this confusing. From: Joe Cicio <cicioj@stlucieco.org> To: "'Jsizemore5@yahoo.com"' <Jsizemore5@yahoo.com> Cc: Joe Cicio <cicioj@stlucieco.org> Sent: Tuesday, March 17, 2015 1:55,PM Subject: Revision Comments for Permit Number 1410-0377 Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseph M.Cicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St Lucie County Planning and Development Services Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Joe Cicio From: Joe Cicio Sent: Tuesday, March 17, 2015 1:55 PM To: 'Jsizemore5@yahoo.com' Cc: Joe Cicio Subject: Revision Comments for Permit Number 1410-0377 Attachments: Repo rt_FL_Review_Comments_NoncomplianQrf.pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St Lt u i,e. C4uwwl9 pLav"AZ" a ,.& D Se ,vUAp Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 5903 Tangelo Dr City / State / Zip: Fort Pierce, FI 34982 Parcel M 3402-610-0185-000/6 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1410-0377 Permit Type: ROOF - METAL CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Richard B Sizemore Jurisdiction: SAINT LUCIE COUNTY Lot#: 40 Block: 76 Stories: Automatic Sprinkler System? No Fax Number: Email: Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING COMPLETE Angela Huff 10/27/2014 11/4/2014 11/4/2014 Comment: FRONT COUNTER REVIEW COMPLETE Angela Huff 10/27/2014 10/27/2014 10/27/2014 Comment: NOTIFIED FOR PICK UP COMPLETE Angela Huff 11/3/2014 11/3/2014 11/3/2014 Comment: PLANS EXAMINER REVIEW COMPLETE Joe Cicio 11/3/2014 11/3/2014 11/3/2014 Comment: REVISIONS INCOMPLETE Joe Cicio 3/17/2015 3/17/2015 Comment: THE ORIGINAL PRODUCT APPROVAL SUBMITTED AND APPROVED FOR THIS PERMIT IS FROM " METAL SALES " *** YOU HAVE SUBMITTED REVISIONS FROM " GULF COAST " 3/17/2015 Comment: ARE YOU CHANGING ROOF METAL MATERIALS AND PRODUCT APPROVALS ?? ** IF SO SUBMIT THE CORRECT REVISION DESCRIPTIONS 3/17/2015 Comment: FL# 11651.13 ALLOWS FOR FASTENER PATTERNS OF 12" / 12" W/ 16" O.C. SPACING / IS THIS WHAT YOU ARE PROPOSING FOR A 94.25 PSF DESIGN PRESSURE 3/1712015 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE