The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE NFO MLUfiT BE/CO1MPLETED FOR APPLICATION TO BE ACCEPTED I 1 Date: I T `� SCANNED Permit Number: ` I BY St. 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 Residential V PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address: o[. u D Description: Property Tax ID#:; C "�_ik_L Site Plan Name: Project Name: Setbacks Front Back: ❑HVAC LJGas Tank ❑Electric ElPlumbing Total Sq. Ft of Construction: ` Cost of Construction: $ Wa r Lot No.Gr I Block No. 3 a Right Side: Left Side: Z-//2 r1 �— ) QScO S nit— cnecK an Tnat, appry: Piping Il—JlShutters ❑Windows/Doors nklers ❑_Generator _ roof c � � S Ft. of First Floor: 9�Cltilities:�Sewer❑Septic Building Height:_ 1. OWl�lItJLEE3i £.,.; ".. CONTRACTAR. Name AcfemIV, to ( C4�D Name: Address: SAV LTq City: 2✓(S2 State: Zip Code: 'OH q L+5 Fax: Phone No. L' i C79 C7 Company: Address: City: Zip Code: Phone No. State:_ Fax: E-Mail: a pl2 -&VL,3• Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or Cou y License: if value of construction is $2500 or more, a RECORDED Notice of Commencement is required. 0 I-SUPPLEMENTALGONSTRUCTIO,N:LltN I_AW INEOR'MATION - Name: Address: City: State: Zip: Phone: / MORTGAGE COMPANY: —,,,,KotApplicable Name: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable I BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: Name: _ Address: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Countyy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict 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 commencing work or recording vour Notice of Commencement. Signature of STATE OF FLORIDA COUNTY OF instrum as ac nowledged before me of 20 14 by (Name of person acknowle (Signatur Personal l Type of Id ,RACommission No. Revised 07/15/2014 Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF The forgoing instrument was acknowledged before me this _ day of 20 14 by (Name of person acknowledging ) (Signature of Notary Public -State of Florida ) (dent' t' I Personally Known OR Produced Identification 'a}'= a clentification Produced (Seal) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE /Q. / INITIALS Property Appraiser - St.LuciPnunty, FL Page 1 of 1 Bank of America NA Record: 1 of 1 Property Identification Site Address: 240 SUNRISE DR Sec rown/Range: 08 :35S :39E Map ID: 23/08N Zoning: AG-2.5 Ownership and Mailing PROPERTY RECORD CARD "Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print `V)clE CO ParcellD: Account#: 2306-601-0196-000-6 13226 Use Type: SF Res City/Cnty: Saint Lucie County 4� Owner. Bank of America NA Address: 7105 Corporate Dr MS PTX-6-35 Plano TX 75024 Sales Information Date Price Code Deed Book/Page 6/17/2014 6100 0112 CT 3643 / 2082 11/2212000 95000 00 WD 1344/2592 4/1/1987 81000 00 CV 0538 / 0444 10/1/1984 75500 00 CV 0446/0921 311/1983 70000 00 CV 039710737 12/1/1979 5600 01 CV 0323 / 1066 4/1/1978 7000 02 CV 0286 / 0186 Legal Description TROPICAL ACRES BLK C LOTS 29 AND 30 (1.37 AC) (OR 3643- 2082) Assessment 2014 Total Land and Building 2014 TRIM: 95100 Land Value: 25700 Acres: 1.37 Assessed: 95100 Building Value: 69400 Ag.Credit: 0 Finished Area: 2500 SgFt Exempt: Taxable: Taxes: 1786.24 BUILDING INFORMATION Exterior Features View: - RoofCover: SA-Asph Shingle RoofStmct: GA - Gable ExtType: HC- -HC- YearBif: 1981 Frame: - Grade: C- -C- EffYrBlt: 1981 Prime Wall: WS-Wood/Sheath StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX-MAXIMUM PmnImWall: DW-Drywall FullBath: 3 HeatType: FHA-FrodHotAir AvgHt/FI: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpel %A/C: 100 %Healed: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. Well. No. Use Type Type e Depth SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res 200 -Acres 1.37 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=230860101960006 10/21/2014 Planning & Development Services Department -- Building & Code Regulations 2300 Virginia Avenue Fart Plerce, Florlda 34982 (772)462-1553 OWNERIBUILDER 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 l' b e 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 e t the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be h led 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 be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable o the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction prof - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related ica 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 statement and that I further understand that any violation of the terms of the owner(builder exemption shall be reported by the Building and Zoning Department to the Florida SFVelDepartment of Professional Regulation., Signed and acknowledged on this day of 2�_ of 20 Y Owner/Builder Signature STATE OF FLORID 1 COUNTY OF I cA Q— bThe regoin inst7enLwas ck owled ed before me this yy of Jl` K ��I .20� V \ M1 i rsonall known to me, or who has produced _ 3 as identification. f_L�F Signature of ary i ype or P at ame of otary (Seal) Title: Notary Mblic Commission Numbe SLCPDSD Revised 05/152014 r� •�:' AM1GfthM. HUFF �.e+� MF COMM195SIONN[{goo-nr, <:y "�.nc �noerwn:ers ' JOSEPH E. SMITH, CLEI,•' ? THE CIRCUIT COURT - SAINT LUCIE CO' FILE # 4006177 OR 3 4682 PAGE 2788, Recorded 10/21/2014 '11:50 AM Doc Tex: $434.00 n Rmacmaaeumm A:raeexn.m S�era,TRetmp]M 1]Z)-gC;eCa�PuXnY Gpe Carl, fta98O1 audN N. CvE : That satl Gmnkr, tar all in sonWtlemtlon ua Bn pt m Sky Two Th Iucl,u -tiara by as Calla (ts dua ami and tuber vaWwit, bla ahn, mmiea9aw, receipt whereat is hereby to Ma Ge ntua. M Thaw laesents does gam, t Lucia sell, alien, remise, rekasa, mme/ all wnMn unto Bw GfBnka, a0 metrenain kM uWak n St Lucia Couny, Florltla, fowl: LOTS 29 AND N. BLOCK C. TROPICALACRES. AOCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK B. PAGE 2O. OF THE PUBLIC RECORDS OF ST. LUCIE WUNTY, RORIDA. TOGETHER with al Oe tenements, "icaib is antl apmm nances tl]arela bmmpiN or N aupw 'Florida Building Code Online f " -L 4 , QI VNI a id � ' Florida Departmentd BCIS Home Log In User Registration Hot Toplcs Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map I Links Search Busines Professi al.19 Product Approval FILE €g USER:Public User Regulation Product Aooroval Menu > Product or Application Search > Aoolicatlon Llst > Application Detail FL # FL11651-R1 THESE PLANS AND ALL P"'O,POSED WORK Application Type Revision ARE SUBJECT TO ANY COPAECTIONS Code Version 2010 RE@UIR5D BY PIELB fNSPECTORS THAT Application Status Approved LLAY BE NECE36ARY IN 01 LL--A TO Comments COMPLY WITH ALL APPLICABLE CODES. Archived Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648CONCEALED FASTENERS OR ATTACHMENTS (352) 498-7852 ray@gulfcoastsupply.com ARE THE RESPONSIBILITY OF THE Authorized Signature Ray Bowen CONTRACTOROFRECORD ray@gulfcoastsupply.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) ST, LUCIE COUNTY BUILDING DIVISION FOR Roofing I MUST BE KEPT ON JOB OR Metal Roofing NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 04/12/2024 Locke Bowden (A Validation Checklist - Hardcopy Received FL11651 RI COI Letter of Certif.odf FL11651 R1 COI Letter of Name chanoe.odf Standard Year http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 12/9/2014 . 'Florid-,t Building Code Online u:. 0 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 34l.ar>i Method 1 Option D 02/15/2012 02/23/2012 02/29/2012 04/03/2012 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Summary of Products Go to Page F-! to 0 a Page 2/ 2 0 10 FL # IModel, Number or Name lDescription 11651.21 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Pulins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 Rl II 26 Ga. Rib overlx4 ourlins NONHVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other:-109.25 psf @ 24" o.c. fasterner spacing. - Evaluation Reports 164.25' psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. Rib Panel over 1x4 NON HVHZ Roof 2010 format.odf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes I'Tl'fi5kg 2 2fLG . TuffiRib 2'6[G-adiTiuffIRibi36;WTdde over- , ;- JY.lywood® Limits of Use Installation Instructions ved for use in HVHZ: No FL11651 RI II 26 ga. Rib over .5 ply wood NONHVHZ details.odf ved for use outside HVHZ: Yes t Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Pressure: +N/A/-159.2PSF Loanufacturers Created by Independent Third Party: Yes -69.25 psf @ 24" o.c. fastener spacing.-159.25 Evaluation Reports 2" o.c. fastener spacing. Install per FL11651 RI AE 26 Ga. Rib Panel over .5 Plvwood NO HVHZ Roof 2010 format.odf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes TT E � �_�� 3„ _.� •� .�— -.�_ - � -� q�� _�.� r`� _... -„� - -.tea: � s Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 ga Rib over .5 olvwood HVHZ Details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other: -71.75 psf @ 24" o.c. fastener spacing.-159.25 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. Rib Panel over .5 Plywood HVHZ Roof 2010 format.odf manufacturers details. For use in HVHZ Zones. 11 Created by Independent Third Party: Yes 11651.24 26 Ga. Tuff Rib 26 Ga. Tuff Rib Roof Panel over lx4 Wood Purlins over http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 12/9/2014 6 Force Engineering & Testing Inc. 19530 Rambk,.ed D6v. Flumbk,T% 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. Tuff Rib Roof Panel over 15132" Plywood Florida Product Approval # 11651.22 R1 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, I.I.C. 4020 S.W. 449`h 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 N1C ' E f E A • STATE OF : a Op FL# 11651.22 RI February 22, 2012 Force Engineering esting Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: Tuff Rib, Y" Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof panel over 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint 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): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R1 Thickness: 0.0185" min. Width: 36" Rib Height: Y" major rib at 9" O.C. Panel Roliformer: MRS Metal Rollforming Systems #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal Y" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, ARA 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" .Q Maximum Total Uplift Design Pressure: 69.25 psf 159.25 psf 6.5"-2.5"-6.5"-2.5"- Fastener Pattern: 9-_g-_g,,_g- 6.5"-2.5"-6.5" Fastener Spacing: 2r O.C. 12" O.C. -Design Pressure includes a Safety Factor= 2.0. 6,f , i 0 t,e CESrF+fr,��i i I No. 479 JJ STATE OF ; i 4 _psf �LORIPp.•4, February 22, 2012 � yV-4 r. Force Engineering &Testing Inc. 19530 Ramb]ew-ood Drive HumbkjX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06- Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. 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# 11651.22 R1 Jol .A.csE!P, ",4i CE fb. 449� STATE OF ; Y Z ,iP�F 8L 0R11) 1-00 February 22, 2012 re Engineering & Testing Inc. 19530 Rembl.w..d Uric. Humble,TX 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. AQ T15 ar4 f7 FL# 11651.22 RI CEfasFS��i No. 4499 STATE OF ; ¢ O R I b A, - 4, February 22, 2012 over TUFF -RIB EXPOSED FASTENER SYSTEM 36" O.C. NOMINAL COVERAGE' � 9 TYPICAL FASTENER PATTERN ., , y,'/. x 14-7/8 LAP TEK I WIWASHER 24" O.C. AND 1 �'? CONTINUOUS TAPE SEAL REQUIRED IF LESS THAN 3112 PITCH +xrre .•''�NGE F. L O�Q-•.• �p E N'q .. _ N0A4//9++2TT3 �'0. ti'&TnT�rJnE ] November 8, 2008 9-15 X 1'/." WOOD SCREW WMASHER r--6"/i'-- 2W-1 FASTENER PATTERN @ PANEL END & LAPS i �Pe a GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 ,'9p0f 00009p0p8 ,aooe��NG^E E.e °OP°o ,A. N 4 •: o N • •Y� � Y` u a -a : :p9TATE OF '. •CL e P 70NALO0000 �110881161s", FEB 152012 ftb n1 FlmIM 0.0.A 020778 26 Ga. Rib Roof Panel over15/32" Plywood %,I1s71 J,: z RIB TYPICAL DETAILS 15/32" PLYWOOD .°tV�[.'[• 10ENS�'• lr: gE�wvsouw 0.0A. . N-6.44823 " tl STAT [r • 0 .,ZONALE r/A2 AH F•Tts, 1/4-14 S 7/8 LAP iM FEB '1 9 2012 �POR OPE LESS sm YVAN L12 aA na TTPE I, FASTENER PATTERN 114 14 R 7/8 LAP TES 9 2,' O,C. CONE WO TAPE SEAL FOR SLOPE. LESS TNM 112 7: 4: TYPE 2FASTENER PATTERN i t/h14 x 7/8 L. ux 0 2V O.C. CONiINVOVB TAPE SEAL FOR SLOPE LESS TWN 3:12 FASTENER PATTERN AT EAVE4 VALLEY �'/o�• c�i� des -- �_ �.�'�.�i�� ST. LUCIE COUNTY BUILDING D ION JOB NO ____ M-Reviewed Not Inc T„O NO: p¢ q keeviievnd l�y�/;77 ^.�' AN; /K. /0 •/ '+ REV NO. 0 a 26 Ga. Rib Roof Panel: over15/32" Plywood RIB TYPICAL DETAILS OVER 15/32" PLYWOOD #9-15 x 1. 1/2" HWH (8) PER PANEL END OUTSIDE CLOSURE-� PANEL BEVELED CLOSURE 4.Q ; ''.G E N eaena No.44923., �. STATE " 40R1�. r\fie RIDGE CAP J"4i JN jaaaa FEB 09 2012 1/4-14 X 7/8 TCP i 0 9" O.C. '\— 1/2' X 3/32" TAPE SEALER -15/32" PLYWOOD TYPICAL DETAILS RIDGE 30# FELT LHIP TRIM #9-15.x 1 1/2" HWH w/Neoprene ` Washer (8) PER PANEL ENO _� 1/4-14 X 7/8-TCP 1 ® EACH RIB L 15/32" PLYWOOD 1./2" X 3/32" TAPE SEALER TYPICAL DETAILS HIP 30# FELT ace No owc Nc D3 m Na 0 26 Ga. Rib Roof Panel over151321 Plywood ♦� rjCi (= C. 2j� RIB TYPICAL DETAILS OVER 15/32 PLYWOOD coa No.4jj4923 T 0R1�P Cs �` URETHANE TUBE SEALANT ��SION,AL�� BEVELED INSIDE CLOSURE 1 r VALLEY TRIM FEB 0 9 -2012 30jj FELT PANEL \ / r t9 �15 ■ 1 PANEL HWH w/ Washer 1 1 {12 PER PANEL END (2) ROWS OF 3/32' a 1/2' TAPE SEALER RAKE TRIM #9-15 z 1 1/2" HWH w/ Washer 0 12' O.C. WOOD B1 TYPICAL DETAIL VALLEY \-10 X 1" TYPE A PANCAKE \ 024" O.C. `-15/32° PLYWOOD #9-15 a 1 1/2" HWH w/ Washer 0 12' D.C. /32" z 1/2" TAPE SEALER PANEL ,- 30Q FELT 15/32" PLYWOOD TYPICAL DETAILS RAK JOB W . B'cW. D1 REV ND. 0 I 26 Ga Rib Roof Panel over 15/32" Plywood RIB TYPICAL DETAILS OVER 15/32" PLYWOOD #9-15 x 1 1 2" HWH w Wesher �2) PER PANEL END INSIDE CLOSURE- (2) ROWS OF 3/32" x 1/2" — TAPE SEALER 10 X 1" TYPE A PANCAKE HD- 0 12" O.C. CONTINUOUS CLEAT SAVE TRIM WOOD BLOCKING URETHANE TUBE SEALANT TYPICAL DETAILS EAVE PANEL 30# FELT 10 X 1" TYPE APANCAKE 0 24" O.C. —15/32" PLYWWOD ' ,`�lfoii�p••• t•'rE , .... , 5u{p of .A. C N .14, rtorre No.44 3 Al[OF t :Oop T21�\?tt 4 FEB 09 2012 pus No- m W. D2 FV Na 0 Force Eyineerng & Testing Inc. 19530 Rambke ood Drive Humb(e,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. Tuff Rib Roof Panel over 15132" Plywood Florida Product Approval # 11651.23 Ri Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, I.I.C. 4020 S.W. 449th Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 2920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 J�%,,E U,ctE' F. No. 449 • '° • STATE OF : q 00 a 0 ,err O H L1J11 FL# 11651.23 RI February 22, 2012 U Force Engineering & Testing Inc. 19530 Rambke ood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: Tuff Rib, %" Rib Roof Panel, 26 Ga. Steel, 36" Wide, through fastened roof panel over 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating (Optional) Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3 Panel Dimensibn(s): Thickness: 0.0185" min. Width: 36" Rib Height: Y.." major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: k9-15 x 1-1/2" Woodgrip with sealing washing or approved equal /." minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Substrate Description: Design Uplift Pressures: FL# 11651.23 R1 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: 71.75 psf 159.25 psf Fastener Pattern: 9"-9"-9"-9" 6.5"-2.5"-6.5"-2.5"- 6.5"-2.5"-6.5" Fastener Spacing: 24" O.C. 12" O.C. 'Design Pressure includes a Safety Factor = 2.0. ,ACE E �,`v ��• t C E Nr S F `� , i (JY (%�^ •O' STATE OF ; a �p4n.'DLORIbA• 4, ,�tt o�n nt>•��, February 22, 2012 Force Engineering &Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06- Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS 110-00-Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07A-C, Dated 02/19/2007 2. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654) Report No. T126-07, Dated 02/26/2007 Report No. T270-08, Dated 10/13/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. . E' E' WO ,"0i 1141.40 y •a' STATE OF ; q i .•��. 0 N AL FL# 11651.23 R1 February 22, 2012 Force Engineering& Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. 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. ,Spt 4l l r It 11'r CE Ng�l�i/ �� No. 446W I� ' III •O' STATE OF ; Ice ii F Z0RI9p`.?�`� s. �DrAmca. �� s • . , �xm � IS ON 100?,``, FL# 11651.23 R1 February 22, 2012 Joe Cicio From: Gobindpersaud, Rookminie <Rookminie.Gobindpersaud@McKesson.com> Sent: Tuesday, December 09, 2014 12:10 PM To: Joe Cicio Subject: 240 SUNRISE DR-- GULF RIB APPROVAL Attachments: D00003.pdf, ATT00001.htm Please let me know if this is correct info you need Thanks (Anita)Rookminie Gobindpersaud SR. A/R Billing Specialist II 772- 621-3064 Telephone 772-621-3182 Facsimile Mckesson Revenue Management Solutions www.mckesson.com Integrity Customer -first Accountability Respect Excellence Important Notice:The information contained in this message may be privileged and/or confidential and protected from disclosure. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to this message and deleting the material from any computer From: Juno [mailto:anitapl2@juno.com] Sent: Tuesday, December 09, 2014 12:07 PM To: Gobindpersaud, Rookminie Subject: Fwd: GULF RIB APPROVAL Anita Gobindpersaud Begin forwarded message: From: Frankie Taylor <frankie.taylorC@eulfcoastsupply.com> Date: December 9, 2014 at 11:53:30 AM EST To: "ANITAPI2CcDJUNO.COM" <ANITAPI2@JUNO.COM> Subject: GULF RIB APPROVAL Florida Building Code Online F] �Beis�ne"sss��v�jErofess�onal Regui�onrd _ � � . „ :J Ae44Trb - NI 48vg 1aDepanmentol' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff acts Site Map Links Search ProductBusines a, , 1 Qg')USER: Public User Regulation llrense effidenUy. Pegulate fairly.F�mduct Approval Menu > Prgftlt or Application Search > Application Lis > Application Detail FL # FL15478 Application Type New Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202/tC�� (812) 218-7342 e dstermer@metalsales.us.com � CvjD^i Authorized Signature David Stermer 7 ,( dstermer@metalsales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [0 Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2015 Yoosef Lavi, P.E. 9 Validation Checklist - Hardcopy Received FL15478 RO COI CertifcateIndeoendence odf Standard Year TAS 125 2003 A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV RQZHMoXL5ebj... 12/8/2014 Florida Building Code Online 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/21/2012 04/27/2012 04/30/2012 06/11/2012 Summary of Products FL At 11Model. Number or Name Description 15478.1 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15478 RO II D1842 1.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports Other: Uplift load of 74.8 psf @ fastener spacing of 16" FL15478 RO AE Evaluation ReoortC1842 I.Ddf Created by Independent Third Party: Yes o.c. and 196.75 psf @ fastener spacing of B" D.C. 15478.2 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15478 RO II DIS42 2.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-133.9 Evaluation Reports Other. Uplift load of 74.8 psf @ fastener spacing of 36" FL15478 RO AE Eva IuationReoortC1842 2.Ddf Created by Independent Third Party: Yes D.C., 92.3 psf @ fastener spacing of 24" D.C. and 133.9 psf @ fastener spacing of 18" D.C. Back Next Contact Us:: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Coovriaht 2007-2013 State of Florida.:: Privacv 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: WE 99 E M $CCUrit All-TillGK' http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHMoXL5ebj... 12/8/2014 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION i. `26 GA. CLASSIC RIB PANEL' FLORIDA PRODUCT APPROVAL FL 15478.2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3`d 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) f *.64 No 62240 •e�. Report No. C1842-2 v a : * s Date: 4.21.12 �r� OF' Sr Q FL 15478.2 C1842-2 4.21.12 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Classic Rib Panel Description: 36" wide coverage with (5) 3/4" high ribs Materials: Min. 26 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2010. Deck Attachment: 8d x 2.5" long ring shank nails or 98 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 Design Uplift Pressure: 74.8 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 92.3 psf @ fastener spacing of 24" o.c. 133.9 psf @ fastener spacing of 18" 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". At panel ends @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate @ 9" o.c. across panel width Sidelap Attachment: '/<"-14 x 7/8" long SDS @ 12" o.c. Recommended for roof slope less (Optional) than 3:12. Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing 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 15478.2 C1842-2 4.21.12 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for Ere ratings of this product. Supporting Documents: TAS 125-03 Test Reports Farabaugh Engineering and Testing Inc Project No. T193-05, Reporting Date 9/12/05 Project No. T240-07, Reporting Date 7/12/07 Tuesday, Dec 09, 2014 11:23 AM - e� tie He Pnnt E..0 B.. Oprn New E�il I Fam ------ ersau Mal. i V ly . ..... ....... Che� j! ow� 1 R F, V S., 7ad a,chr F. A cmbi� 1Cd mq� D.� D,dL" JUW Tuesday, Dec 09, 2014 11:24 AM N :'Tuesday, Dec 09, 2014 11:28 AM