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HomeMy WebLinkAboutProduct Approval py Page 1 of 2 Florida Building Code Online �Al� �® z ` fir BCIS Home Log In i User Registration Hot Topics Submit Surcharge ! Stats&Facts Publications F FBC Staff BCIS Site Map Links Search �ai& # � Product Approval `j '�_ 1� .USER:Public User :^.:-r�3��:n�*.s rmay" • Product Aooroval Menu>Product or Application Search>Application List>Application Detail { FL# FL20727 Application Type New Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Carolina Carports,Inc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson,NC 27017 (336) 367-6400 FLvalidation@yah'oo.com Authorized Signature robert cope jason.c@ccihq.biz Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/14/2017 Validated By Locke Bowden G Validation Checklist- Hardcopy Received Certificate of Independence FL20727 RO COI Letter of Certification.odf Referenced Standard and Year (of Standard) Standard Year ASTM E 1592 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFG1 WOugHVz... 4/3/2017 Florida Building Code Online, Page 2 of 2 Date Submitted 06/16/2016 Date Validated 07/21/2016 Date Pending FBC Approval 07/28/2016 Date Approved 10/13/2016 Summary of Products FL# Model, Number or Name Description 20727.1 26 Ga.AG Wall Panel 26 Ga,AG Wall Panel over Open Framing Limits of Use Installation Instructions Apprilived for use in HVHZ: No FL20727 RO 11 26 Ga.AG Wall Panel Detail.od Approved for use outside HVHZ: Yes Verified By:Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+46.9 psf/-59.9psf Evaluation Reports Other:See Evaluation Report for additional design FI-20727 RO AE 26 Ga.AG Wall Panel.odf pressures.Install per manufacturer's details.Not for use in Created by Independent Third Party:Yes HVHZ Zones. Fii_ll Next Contact Us::2601 Blair Stone Road.Tallahassee Fl 32399 Phone:850-487-182 The State of Florida is an AAJEE0 employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do'not want your e-mail address released In response to a public-records request,do not send electronic _ nic 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 emalls 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 b-giLp_ Product Approval Accepts: .................................... 0,redit Card Safe http://www.floridabuilding.org/pr/pr_app_ dtl.aspx?param--wGEVXQwtDqvFGIWOugHVz... 4/3/2017 PANEL FASTENER 2-1-2-1 PATTERN `-MIN. 18 GA. (GRADE 50) STEEL HAT CHANNEL FRAMING \ OR MIN. 14 GA. (GRADE 50) STEEL TUBE FRAMING `X12-14 x 3/4" NWH SD#3 W/ 5/8" (16mm) DIAMETER SEALING WASHER (SEE TABLE A FOR SPACING) 4a�SgEB00'BC88dpI `� � 0....♦•o �dyvp 4.L1 A Nr,10.449,1/�23�] w e d r STATS OF n �s o o • r O . n` ♦ �� p 01®86ADS�.t JUN � G X016 Florida Building Code Online Coplage 1 of 2 r7-777-7777---= ! ��£ ROT 024=01MIT-MrE� � m 4 2, f BCIS Home i Log In User Registration Hot Topics : Submit Surcharge ; Stats&Facts Publications i FBC Staff `s BCIS Site Map Links i Search 'o:da Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL20717 Application r .�1 �., FL# LL Application Type New Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Carolina Carports,Inc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (336)367-6400 FLvalidation@yahoo.com Authorized Signature robert cope jason.c@ccihq.biz Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/14/2017 Validated By Locke Bowden © Validation Checklist-Hardcopy Received Certificate of Independence FL20717 RO COI Letter of Certification.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGI WOugHVz... 4/3/2017 Florida Building Code Online _ Page 2 of 2 Date Submitted 06/16/2016 Date Validated 07/21/2016 Date Pending FBC Approval 07/28/2016 Date Approved 10/13/2016 Summary of Products FL# Model, Number or Name Description 20717.1 26 Ga.AG Roof Panel 26 Ga.AG Roof Panel over Open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL20717 RO II 26 Ga AG Roof Panel Detail.Ddf Approved for use outside HVHZ: Yes Verified By:Terrence E. Wolfe,P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +46.9 psf/-59.9 psf Evaluation Reports Other: See Evaluation Report for additional design FL20717 RO AE 26 Ga.AG Roof Panel.Ddf pressures.Install per manufacturer's details. Not for use in Created by Independent Third Party:Yes HVHZ Zones. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: sfect - .............._..._._..................................................... Credit Ciird Safe ) o http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvFG 1 WOugHVz... 4/3/2017 6 f , PANEL FASTENER 2-1-2-1 PATTERN `—MIN. 18 GA. (GRADE 50) STEEL HAT CHANNEL FRAMING \\—#12-14 x 3/4" HWH SDg3 .W/ 5/8 (16mm) DIAMETER SEALING WASHER OR MIN. 14,GA. (GRADE 50) STEEL TUBE FRAMING . (SEE TABLE A FOR SPACING) CE S, 6108 of Florida •. c 926778 e e t �aJ NG.44923 ; W d •. 1� • S IATE F a o tddF99999449@ JUN 1 b 2016 (( TABLE (� BOW/RAFTER FRAM!,.NO POST,GROUND ANCHOR AND PACS FASTENER SPACING SPECIFICATIONS METAL CARPORT INSTALLATION PLANS AND DETAILS AVERAGE FASTENER SPACING AND ON-CENTERS ALONG RAFTERS OR FRAMING AND FASTENER SPECIFICATIONS ' MAXIMUM PURLINS,AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL POST/RAFTER FOR CONSTRUCTION IN THE �� EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END STATE OF FLORIDA pile �� CATEGORY. (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS t1 0 PREPARED FOR: 115 TO 150 89 TO 116 5.0. 6 63 CAROLINA CARPORTS,INC. CONCEALED FASTENERS OR ATTACHMENTS B,C,Or D r P.O.BOX 1263 151 TO 180 117 TO 139 4.0 6 6 G O DOBSON,NORTH CAROLINA 27017 ARE THEESPPONSIBILl1YyCf THE ?� % PREPARED BY., WWOR OF REM NOTES: 1.Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 03 ). BECHTOL ENGINEERING AND TESTING,INC. 2.Fasteners consist of 1/4'-14X1°self-ddlling screws with control seal washer. O 605 WEST NEW YORK AVENUE 3.Specifications applicable only for mean roof height of 20 feet or less,and roof slopes of 7'to 27'(1.5:12 to 6:12 pitch). ), DELAND,FLORIDA 32720 Spacing requirements for other roof heights and/or slopes may vary. 0 N Certificate of Authodzafion No.00005492 HEST:PLANS AND ALL PROPOSED WORK 074 i.ARE•SUBJECTTOANYCORRECTIONS- ?� a REQUIRED BY FIELD INSPECTORS THAT T'p� 'WAY BE NECESaARYJN.ORDER 10::. APPROVED PRODUCTS LIST o o tONIPLYNIffHALLApp(ICABL CODES,' PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL CONCRETE FOUNDA IIGN RECOMMENDATIONS: NO.$DATE CONCRETE SHALL HAVE A Z ♦! ECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. Go— STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 Q 26 Gauge AG Panel 10/13/16 COVER OVER REINFORCING O IiC OVER OVER NG ONS.MINIMUM C- In STRUCTURAL COMPONENTS STRUCTURAL WALL 28 Gauge AG CARPORTS,INC.anel ,FLL2 187.1 310NCHE9NN FOUNDATIONS ON8 WF y CNCRETE IS CAST AOAINIST AND S PERMANENTLY IN CONTACT WI .0 01 �H OR EXPOSED TO THE EARTH OR WEATHER AND 1-1/2 INCHES ELt 00 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 REINFORCING STEEL: i EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. F.8888.1 THE REINFORCING STEEL SHALL I GRADE 40. Model 203 05/31/15 GALVANIZATION: METAL ACCESSORIES FOR USE IN E %LL CONSTRUCTION AND NOT THIS IS TO CERTIFY THAT THE CALCULATIONS AND WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY,INC. FL12940.2 DIRECTLY EXPOSED TO THE WEATHL • GALVANIZED IN ACCORDANCE SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY Model 100 VS 01/06/16 WITH ASTM A 163,CLASS 0-2.METAL m,EC70R5,SCREWS,BOLTS AND THE UNDERSIGNED PROFESSIONAL ENGINEER,AND NAILS EXPOSED DIRECTLY TO THE WE (11 LL BE STAINLESS STEEL OR ARE IN ACCORDANCE WITH THE REQUIREMENTS OF HOT DIPPED GALVANIZED. Q SECTION 1609 OF THE FLORIDA BUILDING CODE, .4% FIFTH EDITION(2014).THE PLANS ARE VALID UNTIL 0 THE NEXT REVISION OF THE FLORIDA BUILDING _ CODE. GENERAL NOTES: � 11111 I I I I II/II 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDING,AND BASE RAIL ANCHORAGE.OTHER DESIGN ISSUES,I� AUT NOT LIMITED 11 �� TO PLUMBING,ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. B9TING,INC. 2. THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS,IMPROVEMENTS NO i SPECIFICALLY a oI0 A 32720 DE "',o 11-1ADDRESSED HEREIN,WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK.BECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR 4� /lAuthdwfl. 92 y FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. ' � _ s rl X 3. ALL STEEL TUBING SHALL BE 60 KSI STEEL. 1l.,7}vI1� ��� sUtpne.I P.E 63B S�LIiC.rF C9Li1TF`i+illlnTvr nI�1SI0N sb 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#12.14 x 314'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®6'O.C.AVERAGE. REVTEII'[t•DryFROyR biPLL4;�Ci; 6. ALL FIELD CONNECTIONS SHALL BE#12-14 x 3/4'SELF DRILLING SCREWS. ��VI�';�C177"!/ DATE I7 J 1 �iAS''n,...` 8, ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. PLANS AND PERMIT MUST HE KEPT ON JOD '�/,S/ONPi 111 7, BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6.OF EACH CORNER POST AND ONE WITHIN 6'OF EVERY OTHER INTERIOR POST LOCATION,AND BOTH S�E OF 0 ENING9 WHERE BASERAIL-IS AB ENT, GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1 252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT. CAROLINA CARPORTS, INC. 9. POST/RAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. 11130/16 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION 2014 FBC FE 2014-RESIDENTIAL, BECUTOL ENGINEERING -� RR NTa ( )( ) AND TEBrIND,M. .®To '°' 018001 AND SECTION 1818.1 OF THE FBC FE 2014-BUILDING. SHEET10F4