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HomeMy WebLinkAboutRevisions FF t `'OFFICE USE ONLY: DATE FILED: PERMIT# 1701-0258 REVISION FEE: RECEIPT# i `W� I N PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 4303 Thousand Pines Dr. Ft. Pierce i 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Initially submitted Florida Building#FL.20378 for a 26ga. Standing Seam panel. A 24ga_ l" Standing Seam panel was actually used which has a different Florida Bldg.Approval Please see attached approval#FL.21398.1 which is what was installed. *NOTE: Inspection 904(seam adhesive required)will no longer apply. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CCC 1330788 ST.LUCRE COUNTY CERT.#: 29618 BUSINESS NAME: o m oo g ystems Specialist' QUALIFIERS NAME: Juan Martinez ADDRESS: 3201 SE Domlmca err. CITY: Stuart STATE: ZIP: 3499 PHONE(DAYTIME): - - FAX: 77Z472-8033 4. OWNER/BUILDER INFORMATION: NAME: Vanessa Conigho ADDRESS: 4303 Thousand Pines Dr. CITY: Vt Piarra STATE: Florida ZIP: PHONE: 772-834-3187 FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: i Revised 07/22/2014 i I I I � I I i Florida Building Code Online Page 1 of 3 t- Ell" Ca� y F9Fj T 3 � "''"7•Y f f tij - _ F { i ER't i .Yam. � Vag' �R" ��� K i 't (sue' ,ems , BCIS Home Log In User Registration .! Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Searc b r -O Product ApprovalUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail a i"An,,I 1'$ > FL# FL21388 Application Type New Code Version 2014 Application Status Approved y �I. Comments Archived ❑ ul��+ Product Manufacturer Dynamic Metals THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 3201 SE Dominica Terac&ARE SUBJECT TO ANY CORRECTIONS Stuart,FL 34997 (772) 872-8030 REQUIRED BY-FIELD INSPECTORS THAT: Juan@dynamicmetal.net; �RARYIN QRDER�T®4 Authorized Signature Juan Martinez COMPLY Wff H ALL APPLICABL.COOESe juan@dynamicmetal.net.. •. Technical Representative l�V —It"���� Address/Phone/Email ST.LUCTE COUNTY BUILDPZC;DIVISION IZVIIEWED FOR COMPLL4J CE Quality Assurance Representative RE'vfVED B Address/Phone/Email DATE 3, PLANS AND PERMIT MUST BE KEPT ON JOB Category Roofing OR NO INSPECTION WILL BE AUDI E, 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 Thomas D.Sullivan CONCEALED I' t l[;�i /� Al p�H@�y� the Evaluation Report E r; F E V Ab EM Florida License Keystone ARE THE RMIONSIBIl�y OF HE Quality Assurance Entity Keystone Certifications,Inc. � �(�' (� ��T 1�' I� Quality Assurance Contract Expiration Date 12/06/2026 �Q¢IYCIA( 'oR RMIM Validated By Charles L.Anderson, PE Y+ 'I�a1I1I��iif�99�1 WI © Validation Checklist-Hardcopy Received Certificate of Independence FL21388 RO COI Letter of Independence-Sullivan.pdf Referenced Standard and Year(of Standard) Standard Year ULS80 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D i II http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaG... 2/13/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/21/2016 r� Date Validated 12/27/2016 L;:7�? ' ) ' Date Pending FBC Approval 12/28/2016 Date Approved 01/17/2017 Summary of Products FL# Model, Number or Name Description 21388.1 1" Nailstrip-24 Ga Steel Galvalume 1" Nailstrip,24 Ga Steel Galvalume non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II Dynamic 1.0 24 gage steel.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports Other: Fasteners at 6"OC and 6"from ends. Uplift DP FL21388 RO AE Dynamic 1.0 24 gage steel.pdf equals 206 psf(includes FS=2) Created by Independent Third Party: Yes 21388.2 1-1/2"Nailstrip-.032 Aluminum 1-1/2"Nailstrip, .032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 1.5 nailstrip 032 Aliuminum SS.pdf Approved for use outside HVHZ: Yes Verified By:Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-337 Evaluation Reports Other: Fasteners 6"OC and 6"from ends FL21388 RO AE 1.5 nailstrip D32 Aliuminum SS.Ddf Created by Independent Third Party: Yes 21388.3 1-1/2"Nailstrip-24 Ga Steel 1-1/2"Nailstrip,24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 1.5 Nailstrip 24 gage steel SS.pdf Approved for use outside HVHZ: Yes Verified By:Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-307 Evaluation Reports Other: Fasteners 6"OC and 6"from ends FL21388 RO AE 1.5 Nailstrip 24 gage steel SS.pdf Created by Independent Third Party:Yes 21388.4 1-3/4"Snaplock-.032 Aluminum 1-3/4"Snaplock-.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 1.75 Snaplock 032 Alum SS.lodf Approved for use outside HVHZ: Yes Verified By:Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-191 Evaluation Reports Other: Field Installation Uplift DP: clips at 16"OC and FL21388 RO AE 1.75 Snaplock 032 Alum SS.Ddf 4"from ends equals 146 psf(includes FS=2); Corner Created by Independent Third Party:Yes Installation Uplift DP: clips at 8"OC and 4"from ends equals 191 psf(includes FS=2) 21388.5 1-3/4"Snaplock-24 Ga Steel 1-3/4"Snaplock,24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 1.75 Snaplock 24 Gage SS. df Approved for use outside HVHZ: Yes Verified By:Thomas D.Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N?A/-243 Evaluation Reports Other: Field Installation Uplift DP: Clips at 16" CC,equals FL21388 RO AE 1.75 Snaplock 24 Gage SS.pdf -176 psf(includes FS=2); Corner Installation Uplift DP: Clips Created by Independent Third Party: Yes at 8" CC,equals 243 psf(includes FS=2) 21388.6 5V Crimp-.032 Aluminum 5V Crimp, .032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 5V Crimp 032 Alum SS.odf Approved for use outside HVHZ: Yes Verified By:Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-183 Evaluation Reports Other: Fasteners at 12"OC and 6" from ends. Uplift DP of FL21388 RO AE 5V Crimp 032 Alum SS.Ddf 183 psf(includes FS=2) Created by Independent Third Party:Yes Back Next Contact Us::2601 Wall Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrinht 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 toil i http://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaG... 2/13/2017 — c K_ JB&Ba-ENGINEERIN' LL:C .CONSItTING ENOWEERS DYNAMIC METALS, LLC szos Shiver chaira Terrace 820'f SE DotiaMca, Terrace Wesley'Ghapey, FL 336¢4 Sttmri, Florida. 34967 Phone (8J8)646=1323 Efn¢il TSultvanerig®gmatGcatri FL verb j'taate'of AuthoTtzuktort'#40903 DYNAMIC, .1 I L T t 3/411 I Panel Profite �= 1tVood Deck lntegrO Snap Lock t A y #10:x V { r - Pandip Scr#vm �0 s�0, Su � ��O `MAXIMUM DESIGN UPLIFT PRESSURE=206:Q PSF �,'.•:•••+,��� �j ANCHORS TO.BE SPACED 6" FROM ENDS,& 6" 0.0: • C N S ...�o'•� 2 0 to 58 to Client Name DYNAMIC METALS, LLC Project Name.DYNAMIC NAIL 1.07 STRIP 24 go STEEL:. ® �T THOM1 Lu, E0 LF OMPL169 �FLORIDA BUILDING CODE 5TH ED. 20�1'4 35 ) Pr'ojact<Addreas>FLORIDA PRODUCT:APP,ROVAL �` •• t �T 6 NO.216-1062 DATE: 10.-29:=2016 P';. 70NAt-'i� i r i I , r ' � 4 4b y c a JB.&B Engineering Consultants,LLC 5203 Silver Charm Terrace: Wesley'Chapel,FL:3.3544 Phone. 813-545=1323 Email,TSultivanenq(c?Qmail:com Florida Certificate of Authorization#30903. Product 15va uatio.n-Report Dynamic 1.0" Nail Strip 24 gage$feel Non-HVHZ; - I I.D.Product Manufacturer: Dynamic.Metals, LLC 3201 SE:Dominica Terrace Stuart, FL 34991 9 ) g 2c0 C.orl-e edition Florida [3uildin Code.Sth�edition (�014 -BUildin Volume-Non-HVHZ Sections 1504 3.2and 1504.7' 1O.Evaluation Method: Engineering Evaluation:.(meth od 1D).in accordance-with 6'1G20-3;0051RA:C:: i I 4.0 P_roduct,Category: Roofing 4.1 Product Sub Category: Metal Roofing I 5A Product Description: 51 General Description: Dynamic 1 O''milstrip 24 gage steel non structural roof'deck'. 52 Fy=50 ks[ 5 3 Panel Thickness:20 Gage;(0 0276")minimum coated thickness 5 4 Corrosion Resistance to comply .with_Florida Build rtg Code 5'n ed. (2014),,section 1507.4.,3 6Z Width: 15"maximum coverage 5.6'Rib Height: 1.0".major.rib:height@ 1 Y o.c. 6.0 Panel Fastener:410 X 1"pancake:head fastener"through the nail strip 6"from ends and 6'o with,:c.w an integral..malelfemale integral snaplockwlth.adhesive. CorrotiOn resistance per Florida Budding Code- 5'"-edition, sections 1506.fi.and 1507.4,4 6A Substrate Description: 1 layer of 30#organic-felt paper over minimum.711 V'OSB(or 15Y3V 4=ply APA plywood)over�2x SYP rafters spaced no more than 241':o:c. Siabsttate must meet all applicable,regitiremenfs an.d::4e designed with the Florida Building Code 5"'edition.(2014) 6 2 Design upllft:Pressures: Field Installation 412.0 ib f/2=2015.0 psf$ntenors,spced;6"ox.And 6"from ends) 7,0 Co.de Testing Performance Requirements 7.1 .11L 580 06=Test for Uplift Resistance of Roof Assemblies 72 UL.1897-04 Upi ftTestfiorRoof Covering Spstoms 8:0 Performance Test Results Summary:: 8.1 Architectural Testing, Inc:WestFPalm Beach, FL(TST 1-527), Report,#G1195.06-4504,4 8 1.1 Signed/Sealed by Charles Anderson,P.E. 6n:Oct6ber:21 , 2016 8.1,2 UL680-06/U,L 1697 0.4'Field installation (-412'0.0 psf) 0.6 lnsta11#10p Instructions:, 9.1 Per-manufacturer's installation instructions and`fastening patterns described:herein ji page 11 I 1 W -51 JB&B'Engineering;.Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 j Phone:.813-545-1323 .Email::TSull vaneng(a)gmail:com Florida Certificate of Authorization 90903 1'0:0 Design.Procedure:.Based on'the dimensions of.the structure;'appropriate wind loads are:determined using Chapter 16.of the Florida Building C:ode.�2014 for roof cladding wind loads, These.component wind loads for roof cladding are: tornpared to 'the :allowable design pressures• listed. hereiff. 'The d6sigh. professional shall select the the approptrate.erection details to reference:in his drawings for:proper fa'stener attachment to his/her-structure-and analyze the panel. fasteners for pullout and,pullover: Support framing.. must.,bp in compliance:with Florida:Building. Code 2D14 eh_apter 22,#or steel, chapter 23 for wood and chapter 16 for structural loading. 11.0 Limits.and Conditions of Use: 11.1 MdArnum allowable design pressures hsfed in this rep oft 112 Fire classification has,not been considered,and is outside the scope of this report. 11.3 Panels Were notevaluated structurally to:resist.shear 4aphragm;'axia1,transverse or racking'loads 1:1.:4 Alternate conditions,not specifically,addressed,by this,approval shall be;designed by:a registered.Florida Professional:Engineer or Architect: 11.,5 The structural,adequacy of the substrate bearing the wind.loads.superlrnposed.by this, product are the responsibility Of others 11.6 Underlayment shall comply with the,Florida Building Code 5'h edition (2014) T1:7, Minimum.slope shall comply with the'Florida Building Code 51rr edition;(2014, including section 1-50.7.4.2 and:ih accordance with the manufacturers recommendations..For slopes less than 3 1:2A.1ap.sealant must be.used in,the pah6f side laps 12.0.Quality.Assurance Entity:The manufacturer has established compliance of roof panel rproducts in accordance with.the Florida.Building.Codearid Rule 61G20-3.005(3);for manufacturingunderaquality assurance program.audited by'an approved quality:assurance agency:. 13.0 Certificate of.lndependence .Pursuant to the requirements of81G20-3 FA,;C; I hereby certify that .this Fiorida.P-.rofessional Engineer, performing this evaluation; does"nothave ro. Will acqui--,an interest in any corhpany:manufactunng or:distrilbutir g products for which.the.report is being issued:This is also to certify th.atthis Florida Professional Engineer-, does not have,nor will acquire a financial interest.in any other entity-involved in the:approval process:of this product. 14.O;Certification: in the professional opinion of`this evaluating engineer the aforementioned product; meets:the requirements"of the Florida Building•C,ode2014:(5th editior);•specifically sections 1504;.3:2 and 1504.7'for use in non-HVHZ,when utilized within the limits of,use°noted herein'.. ,'S.I s%I 1 14,t too ff,, �,• PS D SV '�• YSO. /•9�jJ .. /h p • FL• �,D5358 •..T .•c` !. •� 0R1�P' � Ot < i e1 2