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HomeMy WebLinkAboutSUBMITTED PAPERSr- i 1 --1 DATE: FEES DUE: RECEIPT #: Permll it #: St. Lucie County Building & on �63 �a 2300 Virginia Avenue Ft. Pierce, FL 34992-5652 Tel. 772-462-1553 SC APPLICATION FOR ROOF PERMIT ',,..�. L�:,�.•_�. � � _�.�����:a�. SEE REVERSE,�sIDE FOR INSTRUGTIONa 1. Location/Site Address: /�fQ9 li(��//Y1� C.,,c-� �l�.c�_ 2. Parcel ID Number: 0��/02/- I�CJc�-y0.�� /�40-/ �y Office Use Only Section Township Range Map Page Zonin Land Use Initials 3. Description of Project or Work Activity: fain 4. Total Roof Area (square feet): 2343 5. Roof Pitch: 6. Type of Roof. [ ] Fiberglass Shingle [ ) Concrete Roof Tile [ ] Wood Shake / Shingle [ ) Tar & Gravel [ ) Modified Bitumen &,'Other 5-V- fkal6J [ O.A. or Florida - Product Approval required for all types of Roofing Material (2 Sets) [ ] All. Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required, 7. Owner Information 8. Name: 6 V-UL 6r, Address: 1,A) u-rimvi �� U City: PULAU State: Zip: Phone: 77 A • W 1-139 7 9. Value of Construction: $ d5�. Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval Contractor Information FL Reg/Cert #:. L'LC, / 3 a(-ol 7,-7 County Cert #: Business Name: 4k4 IOAJ��2 s� Fees Due: Receipt #: CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that.all work will be done incompliance wi applicable laws regal cons and wring . PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNEW— STATE OF FLORIDA, COUNTY OF k Lx-2_ ACKNOWLEDGED BEFORE ME TFIIS�� DAY OF � � 20BY s o ✓ WHO LS PERSONALL KNOWN/ TOM(E OR HAS PRODUCED AS ID SHARON KAUFMAN SIGNATURE OF Nb'fARYff TYPE OR PRINT NAME OF NOTARY _` `= MY C'WISSION #FF052943 o? EXPIRES September 10, 2017 COMMISSION NUMBER or ,. 14071398-0153 FloridalloteryService.com NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ,T.� �q t 0412112014 08:48 All Area Roofing T_ TAR)772 464 6600 P.0011001 Planning & Development Services Building & Code Reguletidn Division 2300 Virginia Avenue Fort Pierce, FL 34932 772-462-2165 or 772-462-2172 Fax. 772-462-6443 R00F'INSPECTION AFFIDAVIT .0 ...............Re' Permit # ................._._.............................:... 1, licensed as a(n)Contractor*/Fngineer/Architect -0 (Please print name & �cle ense type) FS458 Building Inspector *General, Building, Residential or 1700rng Conrractoror any Individual certified under 468 F.5 to make such an Inspection. On or about -! I did personally inspect the roof deck nailing (Date) work at: j5ag Ntw7VLt�' a6=� (Job to address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal STATE OF FLORIQA r COUNTY OF t b ' e. License # Sworn to and subscribed before me this _2,r_l dayof- /? 20-6/1 by - -t s r,•L Who is personally known to me or who has produced as identification. Notary Public, State off yda Signature of Notary.= Qc/C.dx Commission Number: (Seal) 5n 01/19/2011 iaaY' a:SHARON KAUFMAN 's9 "� ,`*`�, GOMMI&$,0N *FF052943dart` F PIf#ESSeptember10,2017 i; �407 3398.t IorldallotarySorvicexom . �, JOSEPH E. SMITH, CLER) THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3934653 OR BOC!.�_.-t:fi12 PAGE 2229, Recorded �03/17/2014 `�4:26 PM NOTICE OF COMMENCEMENT Feri wilt No. Tax Folio No. a Ua/- /tea - 6062 (.i.000-! State of Flodda County of St. Lude The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. legal Desv�p�n of Property: (and street address if avagable):11 doe nns _ GC�ix �� crs.n �'� �s, ��- �as� d�Lc = 8/L O�.19d17 42wgZ3 Ede oil tie Gtmarad description of Improvement•. &m AA;i lltt C_" rjWr _ 11,da 00 Zg_)11 PKd26 If the I essce contracted for the Improvement: Name d Address 1469 rS.�rnn w® rt 8498.'7 InterestInproperty: rn lltai Name and address of fee simple titleholder (if different from Owner listed above): Contr.cw Name: Contractor Address: fPhone Number.-4lnrL/ Surety (IF appllable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number. Lender Name: Phone Number. Lender's address: Persons within the State of Ftorlde desWurted by Owner upon whom notices or other documents may be served as provided by Section Z; % Ill) (a)7. F11rYla StaurEes Name: Fiore Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Uenoes Notice as provided in Section _(1} (b), Flodda Statutes. Phone number of person or entitydesignated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 yearfrom 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF ODMMENCQNENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR (ENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. Signature of Owner or lessee, or Owner's or Lhs&s Authorized Officer/Dlrector/Partner/Manager (Signatory'sTdtel�ce{ The foregoing Instrument was admowledged before me thls,L[_ day of,j6L_X , 20r� By/-b ktaf 6A4-L& as for 0-21(JAZIr C �N,ameofPerson Type ofouthori e.g.offlcer,trustee) Party on behatfofwhom Instrument was executed � � ax.4 \ _� n t 1 Personally known_ or produced IdentrRadonj—_-. (Signature of Notary Pubik State of Florida) ^� (Print Type, or Stamp Commissloned Name of Notary Publl of Identification produced JJ L SHARON KAUFMAN ` MY COMMISSION eFF052943 EXPIRES September 10. 2017 95- (407) 388.0153 FlorldeNotaryServlee.com STATE OF FLORIDA ST, LUCIE COUNTY THIS ISTO CERTIFYTHATTMIS IS i TRUE AID CORRECT COPY OF THE ORIGHIAL. JOSEPU � Stiff! T 1ALER1 vh a FL ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floridaenginceringandtesting.com 250 S.W.13"' Avenue Pompano Beach, FL 33069 DATE: 3/17/14 JOB ORDER #: 14-889 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Forbes Residence Flat Wood Non -Insulated Roof Deck ADDRESS: 1909 Wyoming Avenue Fort Pierce, Florida FBC 2010/AS.CE 7-10 DESIGN PRESSURE CALCULATIONS Protect Information: Height = 8' Exposure: C Basic/Ultimate Wind Speed: Vuu=170 mph Length = 2l' Category: II Nominal Wind Speed: Vasd=V„jt*40.6 Width = 13' Slope: < 7° (asd = allowable strength design) Parapet Wall: N/A Residential KZ = 0.85, Kzt = 1.0, Kd = 0.85 Design Calculations: Velocity Pressure: q = 0.00256*KZKztKdV2 Velocity Pressure („ lt): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*g0.6)2] = 32.07 psf Width of Pressure Coefficient: 0.1(13) = 1. 3' 0.4(8') = 3.2' } use: 3'0" Effective Wind Area: <1 Of 2 For parapet height three feet (T) or larger, zone three (3) shall be treated as zone two (,>— OM External Pressure Coefficient: Internal Pressure Coefficient: am 1) GCP1 = -1.0 1) GCP; = 0.18 2) GCP2 = -1.8 0 3) GCP3 = -2.8 Qualzly `t4 A & 4ssrarance Paget, 3/17/14, Job Orde,--,::4-889 All Area Roofing - Forbes Residence Flat Wood Non -Insulated Roof Deck 1909 Wyoming Avenue; Fort Pierce, FL: Design Pressures Based on Vasd: 1) Field P1 = 32.07*[(-1.0) — (0.18)] = -37.8 psf 2) Perimeter P2 = 32.07*[(-1.8) — (0.18)] = -63.5 psf 3) Corners P3 = 32.07* [(-2.8) — (0.18)] = -95.6 psf Attachment Requirements Per RAS-117: Based on the requirements of N.O.A. #13-0204.03, System Type E(3), pg 28 of 32, with a maximum design pressure of-52.5psf; the following are our recommended fastening patterns to attach the proposed base sheet to the wood (non -insulated) deck utilizing approved 11 ga. annular ring shank nails and approved tin caps: Field: 8" o.c. @ 4" laps and 3 staggered rows 8" o.c. Perimeter: 8" o.c. @ 4" laps and 5 staggered rows 8" o.c. Corners: 6" o.c. @ 4" laps and 5 staggered rows 6" o.c. Notes: Corners and perimeter area dimension shall not be less than a = 3'0" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010 Edition. Wind load calculations based on ASCE 7-10, FBC 2010 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely, 711v Reza Javidan, VE. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Florida Departments BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Links I search I Busines Professi I jProduct Approval © - USER: Public User --- J V Regulation Product Approval Menu > Product or Apolication Search > Application Us[ > Application Detail FL # FL11651-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archlved i] Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Ray Bowen ray@gulfcoastsupply.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 04/12/2014 Locke Bowden W Validation Checklist - Hardcopy Received FL11651 R1 COI Letter of Certif.odf FL11651 RI COI Letter of Name chanae.odf Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/15/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Summary of Products Go to Page 0 ill Page 1 / 20 FL # Model, Number or Name Description 11651.1 0.032" Aluminum 5V Crimp 0.032" 5 V Crimp Aluminum Roof Panel 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: -108.5 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL11651 R1 II Alum 5 V Crimp Detalls.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE Alum 5V Crimp Panel over .5 Plywood NONHVHZ Roof 2010 Format.pdf Created by Independent Third Party: Yes 11651.2 0.032" Aluminum Gulf Lok 0.032" Aluminum Gulf Lok 16" Wide Roof Panel 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/-116.OPSF Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. - 116.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL11651 R1 II Alum. Gulf Lok over.5 plywood Non HVHZ detail.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE Alum Gulf lock over 15-32 Plywood Roof 2010 format.odf Created by Independent Third Party: Yes 11651.3 1" Mechanical Lock 1" Mechanical Lock 24 Ga. 16 1/2" Wide Roof over 15/32" Plywood Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5PSF Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use In HVHZ Zones. Installation Instructions FL11651 RI II 1 Mech Lock 24 aal over .5 ply HVHZ detail.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 1 Mech Lock 24 oa. over .5 Plywood HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 11651.4 1" Mechanical Lock 1" Mechanical Lock 0.032" Aluminum 16" Wide Roof Panel over 15/32" Plywood Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-101.OPSF Other: -63.5 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions FL11651 R1 II 1 in Mech Lock Alum details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE 1 Mech Lock Alum over .5 Plywood HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 11651.5 i" Snap Lock 1" Snap Lock 24 Ga. Roof over 15/32" Plywood Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL11651 R1 II 24 oa i in Snap lock over .5 plywood HVHZ detaiis.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131:OPSF Other: -67.3 psf @ 24" o.c. clip spacing. -131.0 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Evaluation Reports. FL11651 RI AE 1.0 Snap Lock 24 na. over .5 Plywood HVHZ Roof 2010 format.pdf created by Independent Third Party: Yes 11651.6 1.5" Mechanical Lock 1.5" Mechanical Lock 24 Ga. 16" Wide Roof Panel over ::] 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 24 ca. 1.5 in Mech Lock over .5 plywood 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/-123.5PSF Created by Independent Third Party: Yes Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ Evaluation Reports 6" o.c. clip spacing. Install per manufacturers detals. For FL11651 R1 AE 1.5 Mech Lock 24 ga. over .5 Plywood HVHZ Roof 2010 format. df use in HVHZ Zones. Created by Independent Third Party: Yes 11651.7 1.5" Snap Lock 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 1.5 in Snap Lock 24 Ga. detaiis.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116:OPSF Evaluation Reports Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ FL11651 R1 AE 1.5 Snap Lock 24 ca. over .5 Plywood HVHZ Roof 2010 Format.odf 12" o.c. clips spacing. -116.0 psf @ 6" o.c. clips spacing. Install per manufacturers details. For use In HVHZ Zones. Created by Independent Third Party: Yes 11651.8 24 Ga. Gulf Coast Mechanical 24 Ga. Gulf Coast Mechanical Seam 18" Wide over Seam 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R1 II 24 Ga. Gulf Coast Mech Seam over .5 ply NONHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ Evaluation Reports 12" o.c. clip spacing. Install per manufacturers details. FL11651 RI AE 2 Mech Lock 24 ca. over .5 Plywood Roof 2010 Format.pdf Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.9 IF24 Ga .Gulf Lok 124 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 24 Ga. Gulf Lock over. 5 Plywood NonHVHZ Details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. - Evaluation Reports 96.76 psf @ 5-1/8" o.c. fastener spacing. Install per FL11651 R1 AE 24 ca. Gulf lock over 15-32 Plywood Roof 2010.pdf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. 1.75 Gulf Seam over 1x4 detalis.0 Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-93.5PSF Created by Independent Third Party: Yes Other: -93.5 psf @ 18" o.c. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 RI AE Gulf Seam 24 ca. over 1x4 ourlins Roof 2010 format.odf Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 24 Ga. Gulf Seam over. 5 Non 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/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ Evaluation Reports 12" o.c. clip spacing. Install per manufacturers details. FL11651 RI AE 1.75 Snap Lock 24 ca. over .5 Plywood Roof 2010 format.odf Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp 126 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 Evaluation Reports psf @ 6" o.c. fastener spacing. Install per manufacturers FL11651 RI AE 26 Ga. 5V Panel over .5 Plywood HVHZ Force Engineering & Testing Inc. 19530 Rltnblewood'Drive Huinble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Florida Product Approval # 11651.12 R1 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: 1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 No. 474 ' „ STATE of ; Or FZ o R I 'D �. �4' CAA rWna '19rtr �`,`, FL# 11651.12 R1 February 23, 2012 Force Engineering & Testing Inc. 19530 Raniblewood Drive H'umble,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: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, 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. 50.0 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: Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. #9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib. X" 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: 108.5 psf 156.5 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 12" O.C. 6" O.C. *Design Pressure includes a Safety Factor= 2.0. %,ACE ,,,{{f{111fI1��I .O No. 449g STATE OF ; a FZ o R x V �����rar��+{►t�% FL# 11651.12 R1 February 23, 2012 rForcegineering & Testing Inc. 19530 Rambleivood 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.117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 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. STATE OF ; a ���a.�. FL pRI �f' ••���, smw 0.0A. rasa ��� ��� { { ► N�,,, FL# 11651.12 R1 February 23, 2012 Force Engineering & Testing Inc. 19530 Ramble -wood 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. O C E N No. 474 . STATE OF ; a 0 F 10 • F Zox.x��` M2srrs i�� AL 10 Iff { { { t k*4 FL# 11651.12 Rl February 23, 2012 26 Ga. 5V Crimp Roof Panel over 1 2" Pl 6-V CRIMP EXPOSED FASTENER SYSTEM 5v CRIMP PANEL r WATERPROOF A I / MEMBRAM AtATEA{Ai�fli'�i flNF3Fit3Pii0N8 AST!{ A 792 FAaR1CA1T0HCFtt=' STM 26 12" O.C. mA1N FIELD 6" O:C. PERMETER 01MUM CUlelis we cm pamvm rMt CUSS 4 CMAR minces m Kntra �ctrcrs.tr �wr H+ITFRTti., $� att sit roe amass 26 Ga. 5V Crimp Roof Panel over 1/2" Plywood �'Zigllitll/, N0.4�9 ". . • ',, • �. ' $T''� ROLL FORMR CORP. t4{11HCEPfiiOQ6CElAA1E • • C ti CHALFOK PA IM4 5 FE�092'012 27-T1/2" Rat Stbc. k Mate la( For 24' Coverage Note : Alt Raxaril 0.05 12NOV99 26/1 For 24' uover•Gg ' 1.2" -- 24-' Coverat -7 f 1 6 X 1-5/ E3i Fixed Over(cLp Ribs Ad justebte Center Rib �d,jtta taol� Under^tav Ribs. MIAMWADE MIAM[-DADE COUNTY o m PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTi►4ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) w.miamidade.eov/economy CertainTeed Corporation 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422-0761 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County REP, - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -fade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA'is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No. 08-0410.09 and consists of pages 1 through 32. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0204.03 Expiration Date: 06/19/1.4 Approval Date: 05/30/13 Page I of 32 ROOFING SYSTEM APPROVAL Categorv: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -60 psE TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 36" x 65' 10"; ASTM D 4601 Asphalt coated, fiberglass Sheet Roll weight: 86 lbs. Type ti reinforced base sheet. (2 squares) UL Type 15 Flex-I-GlasTM Base Sheet 36" x 98'9'; Roll ASTM D 4601, Modified Bitumen coated weight: 90 lbs. Type II fiberglass base sheet_ (3 squares) UL Type G2 Flex-I-GlasTM FR Base 39 3/8" x SO; Roll ASTM D 6163, Modified Bitumen coated Sheet weight: 90 lbs. Grade S, Type I fiberglass base sheet. (1.5 squares) Flintglas® Ply Sheet Type 36" x 164'7"; Roll ASTM D 2178 Fiberglass, asphalt impregnated ply IV or VI weight: 40/5S lbs. Type IV or VI sheet. (S squares) UL Type Gl Flintlastic STA 39 3/8" x 33 ; Roll ASTM D 6222, Smooth surfaced APP Modified STA Plus S.0 weight: 90 lbs. Grade S, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for torch application. Flintlastic GTA, GTA-FR 39 3/8" x 33' 3"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 tbs. Grade G, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for torch application. Flintlastic GMS, 39 3/8" x 34' 2'; Roll ASTM D 6164, Granule surfaced SBS Modified GMS Premium weight: 100/105 lbs. Grade G, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for mop application. Flintlastic FR, 39 3/8" x 34' 2"; Roll ASTM D 6164, Fire resistant, granule surfaced FR-P Premium weight: 10S lbs. Grade G, Type I SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/8" x 34' 2'; Roll ASTM D 6163, Fire resistant, granule surfaced weight: 901bs. Grade G, Type I SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Flintlastic FR Cap T 39-3/8" x 34'2' ; Roll ASTM D6163 Granule surfaced SBS Modified weight: 81tbs. Bitumen membrane with fiberglass (1 'square) mat reinforcement for torch application. NOA No.: 13-0204.03 Expiration Date: 06/1.9/14 MIAMI•DADECOUNTY ,..., Approval Date: 05/30/13 Page 2 of 32 Test Product Product Dimensions Specification Description Flintlastic FR Base T 39-3/8" x 33'; Roll ASTM D6163 Modified Bitumen, coated Weight: 81 tbs. fiberglass base sheet for torch (1.0 squares) application. Flintlastic FR Cap CoolStar 39 3/g" x 34' 2"; Roll ASTM D 6163 Fire resistant, granule surfaced weight: 90 lbs. SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap T 39 3/8" x 34' 2"; Roll ASTM D 6163 Fire resistant, granule surfaced CoolStar weight: 90 lbs. SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA, GTA-FR 39 3/s" x 33' 3"; Roll ASTM D 6222 Granule surfaced APP Modified CoolStar weight: 105 lbs. Bitumen membrane with non - (I square) woven polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS/GMS 39 3/8" x 34' 2"; Roll ASTM D 6164 Granule surfaced SBS Modified Premium Coo IStar weight: 100/105 lbs. Bitumen membrane with non - (I square) woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic FR P/FR-P 39 3/8" x 34' 2"; Roll ASTM D 6164 Fire resistant, granule surfaced Premium CoolStar weight: 105 lbs. SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. Ultra Poly SMS 36" x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S, Type I Bitumen Membrane with non- woven polyester mat reinforcement - for mop applications. GlasBas6rm Base Sheet 36" x 98'9"; Roll ASTM D 4601 Asphalt coated, fiberglass base weight: 69 tbs. UL Type G2 sheet. (3 squares) PolySMS Base Sheet 39 3/8" x 64' 4"; Roll ASTM D 4601, Modified Bitumen coated polyester weight: 90 tbs. Grade S, Type II base sheet. (2 squares) UL Type G2 Yosemite® Buffer Base 36" x 32' l0"; Roll ASTM D 3909 Mineral Surfaced fiberglass Sheet weight: 90 lbs. ASTM D 4897 reinforced buffer sheet. (1 square) UL Type 30 Black DiamondTm Base 36" x 68'7"; Roll ASTM D 1970 Self -adhering fiberglass reinforced Sheet weight: 78 lbs. modified bitumen base sheet (2 squares) NOA No.: 13-0204.03 MIAMI•DADECOUNTY Expiration Date: 06/19/14 .. I A;Ijpproval Date: 05/30/13 Page 3 of 32 APPROVED INSULATIONS: Product Name FlintBoard ISO ACFoam -11 High Density Wood Fiberboard Perlite Insulation DensDe&, DensDeck Prime H-Shield ENRGY 3, ENRGY 3 25 PSI Multi -Max FA-3 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) CertainTeed Corporation Atlas Roofing Corporation Generic Generic Georgia Pacific Gypsum LLC Hunter Panels LLC Johns Manville Corp. RMax Operating, LLC APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast 12 & 14 Insulation fastener SFS Intec, Inc. Fastener 2. Dekfast Galvalume Galvalume AZ50 steel plate 2 7/8" x 3 '/4" SFS Intec, Inc. Steel Hex Plate 3. OMG # 12 & # 14 Insulation fastener OMG, Inc. Roofgrip Fasteners 4. OMG 3 in. Round 3" round galvalume AZ50 3" round OMG, Inc. Metal Plates steel plate 5. Trufast 912 DP Insulation fastener for wood Altenloh, Brinck & Co. Fastener and steel decks U.S., Inc. 6. Trufast 3" Metal Galvalume steel plate 3" round Altenloh, Brinck & Co. Insulation Plate U.S., Inc. 7. Trufast 3" TL Galvalume steel plate 3" round Altenloh, Brinck & Co. Insulation Plate U.S., Inc. 8. Dekfast 15 HS Coated, carbon steel Various SFS Intec, Inc. fastener 9. Trufast #IS EHD Coated, carbon steel screw various Altenloh, Brinck & Co. Fastener U.S., Inc. 10. Trufast # 14 HD Coated, carbon steel screw various Altenloh, Brinck & Co. Fastener U.S., Inc. . 11. Trufast 2" Metal Seam Galvalume steel stress plate ' 2" round Altenloh, Brinck & Co. Plates U.S., Inc. NOA No.: 13-0204.03 MIAMI•DADECOUNTY Expiration Date: 06/19/14 ... Approval Date: 05/30/13 Page 4 of 32 0 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. FMRC 4470 J.I.3Y8A LAM 03/23/96 Underwriters Laboratories, Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 Momentum Technologies, Inc. ASTM D 4601 AX31G8D 09/05/08 ASTM D6164 AX31G8F 06/05/09 ASTM D6222 AX31G8G 06/05/09 ASTM D 3909/ D 4897 AX31 G8C 09/05/08 TrinitylERD TAS 114(J) #3507.08.99-1 04/18/01 TAS 114(J) #3514.02LAB 11/11/02 TAS 117 (13) 3503.10.06 10/10/06 TAS 117 (B) 06490.04.07-R1 06/27/07 TAS 114 (H) Letter 04/05/06 TAS 114 3533.01.06 01/06/06 TAS 114 3521.07-04 07/29/04_ TAS 117 (B)/ ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM 136164/134798 C31410.01.11-2 01/10/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1970 C40050.09.12-2 09/28/12 ASTM D5147/134798 C31410.10.10-Rl 11/01/12 ASTM 135147/134798 C31410.0LI1-1-R1 11/01/12 PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08 Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11 ASTM D6164 CTC-068-02-01 08/09/11 ASTM D6222 CTC-070-02-01 08/09/11 ASTM 136164/134798 CTC-093-02-01 08/09/11 ASTM D2178 CTC-122-02-01 03/ 13/ 12 ASTM D2178 CTC423-02-01 03/13/12 ASTM D4601 CTC-127-02-01 03/ 13/ 12 ASTM D6163 CTC-128-02-01 06/11/12 ASTM D6163 CTC-129-02-01 06/11/12 ASTM D6164 CTC-132-02-01 06/11/12 NOA No.: 13-0204.03 MIAMI-DADECOUNTY Expiration Date: 06/19/14 ,,,,e ' Approval Date: 05/30/13 Page 5 of 32 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex-1 Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC 9212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal. /sq. Maximum Design Pressure: -52.5 psf (See General Limitation #7) NOA No.: 13-0204.03 MIAMI•DADE COUNTY Expiration Date: 06/19/14 �Ziyuiirills Approval Date: 05/30/13 Page 28 of 32 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI-DARE COUNTY NOA No.: 13-0204.03 Expiration Date: 06/19/14 Approval Date: 05/30/13 Page 32 of 32