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8 BY Florida Building Code Online w Professional Regulafion BCIS Home i Log In I User Registration Hot Topics Submit Surcharge I Stats & Facts Publications I FBC Staff BCISSite Map Unks Search Product Approval USER: Public User �J BM&StActAp'nrovalMenu> PtuductorAonlicatinn Search> gpplioti,gn> Application Detail ® FL # FL8888-R5 Application Type Affirmation Code Version 2017 Application Status Approved Comments .Archived Product Manufacturer Address/Phone/Email Authorized Signature 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). Equivalence of Product Standards Certified By ASTA DOOR CORPORATION 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (170) 974-260.0 Ext208 JFRENCH3@ASTADOOR.COM JAMES FRENCH JFRENCH3@ASTADOOR.COM James French po box 420 acworth, GA 30101 jfrench3@astaddo rcom Mike Alvis P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext248 malvis@astadoor.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/2018 Gordon Thomas, P.E. Validation Checkllst - Hardcopy Received FLOM RS COX Financial lndeD 102709.odf Standard Year AST.M E330 2002 DASMA 108 2002 1 1/5 Sections from the Code Florida Building Code Online 9I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (-J Yes ') No � j N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL * \ 6 Model, Number or Name �.: • :iii ;tV r r VAil : I� Method 1 Option D 10/06/2017 10/06/2017 10/07/2017 Description r 888.1 1203 Windsock Commercial Sheet Maximum design pressure for 8' wide by 21' high door. Lower Door design pressures calculated for up to 20' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +113.iMax/-113.1Max Other: Design pressure at test door width of 16' = +/-35.0 psf Installation Instructions FL888 0 - 200 Seriq! se led d 88F�L8 S ILi291E lit. R3�� Verified By: Joseph H. Dixon P E. F .No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes 8888.2 233 Windlock Industrial Sheet Door Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +95.9Max/-95.9Max Other: Design pressure at test door width of 16' _ +/- 37.5 psf Installation Instructions FL8888 R5 11 27013 - 200 series Install sealed.Ddf FL8888 RS II 29031 233.Ddf Verified By: Joseph H. Dixon P.E. FL. No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-6005-113 022212 0011.pdf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door (20 Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS a 27013 - 300 Series Install sealed.Ddf FLB888 R5 II 29031 300 Serles.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +138.3Max/-131.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +42.7 / Evaluation Reports -39.7 psf FL8888 RS AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.4 I322 Commercial Slat Door (22 (Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +128.5Max/-121.SMax Other: Design pressure at test door width of 16' = +41.4 / -38.4 psf Commercial Slat Door (24 le - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Installation Instructions FL8888 RS II 27013 _ 300 Series Install sealed.Ddf FI-8888 RS II 29031 300 Series.odf Verified By: Joseph H. Dixon P.E. FL.No 7768 Created by Independent Third Party: No Evaluation Reports FL8888 RS AE ER-07-0005-R3 0222' Created by Independent Third Party: Y im design press!+-; - a• pressures cailated for Op to •7':' w, Lower .org/pr/pi app_dtl.aspxTparam=wGEVXQwtDgtYtsw8jP6BrAIPac%2fuYV8PcWZl%2ff1F%rcPA3d '5 1110/2 18 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No R8888 R5 rl 27013 - 300 Series Install sealed.odf Approved for use outside HVHZ: Yes FL8888 R5 iR 29031 300 Series.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +118.iMax/-111.1 Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +40.0 / Evaluation Reports -37.0 psf FL8888 RS AE ER-07-0005-R3 022212 0011,odf Created by Independent Third Party: Yes 8888.6 418C Rolling Steel Service Door (18 Gauge - Curved Slat) Maximum design pressure for B' wide by 21 high door. Lower' design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400.600 Series Install sealed.odf Approved for use outside HVHZ: Yes EL8888 R5 H 27013 400C series sealed.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +132.2/-132.2 Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- 32.9 Evaluation Reports psf EL8888 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.7 418F Rolling Steel Service Door (18 Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FLB888 RS II 27013 - 400.600 Series Install sealed.odf FL8888 RS II 27013 40OF series sealed.bdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +127.6Max/-127.6Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-49.3 Evaluation Reports psf FL8888 05 AE E"7-0005-R3 022212 0011,Ddf Created by Independent Third Party: Yes 8888.8 420C Rolling Steel Service Door (20 Gauge - Curved Slat) Maximum design pressure for 8' wide by 21' high door, Lower design pressures calculated for up to 24' wide by 21' high door, Limits of Use Installation Instructions Approved for use in HVHZ: No RAW RS II 27013 - 400,600 Series Install sealed,Ddf FL M R5 II 17013 40QC series sealed.adf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +124.5Max/-124.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-32.2 Evaluation Reports psf FL88M Its AE ER-Q7-QQQ5-R3 022212 QQ11.odf Created by Independent Third Party: Yes 8888.9 420F Rolling Steel Service Door (20 Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL88M RS &II Ml;j - 400,6QQ Series In ill sealpd.D-df 171.8888 R5 12 27013 40OF series sealedadf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +119.3Max/-119.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-47.7 Evaluation Reports psf RL8888 RS AE ER-¢7&095-B,j11222212 0911,ndP Created by Independent Third Party: Yes 8888.10 422C Rolling Steel Service Door (22 Gauge - Curved Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FLSM RS n 17013 - 4Q0,600 Series Install sealed.odf FL8888 RS II[ 27Q13 400es sealed.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +118.2Max/-118.2Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- 31.6 Evaluation Reports psf FL8888 RS AE ERA"2QS-It3 Q2221Z QO LQa Created by Independent. Third Party: Yes 8888.11 Gauge Rolling Slat) Service door (22 Maximum o ig pressesign pressure for ures calculated for upide by 21' to 24' wideigh by 21�highr. wer Limits of Use Installation Instructions Approved for use in HVHZ: No FLa888 -RS 11 ZM13 - 400,00 Series Install mied:odf Approved for use outside HVHZ: Yes RAM RS 11 M13 40OF series seated.ndd< Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +112.SMax/-112.SMax Created by Independent Third Party: No Evaluation Reports i.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtYtsw8jP6BrAIPac%2fuYV8Pc1NZl%2fflF%2fCc%3d 315 ill Florida Building Code Online Other: Design pressure at test door width of 16' = +/-46.4 FLaI3 R5 AE ER-07-0005-113 022212 0011.Ddf psf Created by Independent Third Party: Yes 8888.12 424C Rolling Steel Service Door (24 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No R8888 R5 II 27013 - 400,600 Series Install sealed.odf FL8888 R5 H 27013 400C series sealedmdf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +110.8Max/-110.8Max Verified By: Joseph H. Dixon FL.No. 7768 Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-31.0 Evaluation Reports psf FLOM R5 AE ER-07-0005-R3 022212 0011.0f Created by Independent Third Party: Yes 8888.13 Y 424F Rolling Steel Service Door (24 Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No F18888 R5 II 27013 - 400.600 Series Install sealed.Ddf FWM R5 II 27013 40OF series sealed.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +105.3Max/-105.3Max Created by Independent Third Party: No Other, Design pressure at test door width of 16' _ +/-45.0 Evaluation Reports psf FIB888 R5 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.14 618 Insulated Rolling Steel Service V Door (18 Gauge) Maximum design pressure for 8' wide by 24' high door. Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No BRIM R5 H 27013 - 400,600 Series Install sealed.Ddf ROM RS .11 27013 600 series sealgd.odf Approved for use outside HVHZ; Yes Impact Resistant, No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +198.BMax/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-51.8 Evaluation Reports psf FL8888 RS AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Door (20 Gauge) Maximum design pressure for 8' wide by 24' high door. Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No RAW R5 II 27013 - 400,600 Series Install seal d.odF FL8M R5 H 27023 SW series sealed, ad Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +187.7Max/-187.7Max Created by Independent Third Party: No Other: Design pressure at test door width of'16' _ +/-50.8 Evaluation Reports psf FIRM R5 AE ER-07-000S-R3 022212 0011.DdF Created by Independent Third Party: Yes 8888.16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (22 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No E1.888R RS It 27013 - 400.600 Series Install sealed.Ddf Approved for use outside HVHZ: Yes I7 8888 R5 11 27013 600 series sealed.odF Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +178.9Max/-178.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-50.0 Evaluation Reports psf RsiM R5 AE ERA17-0005-113 022212 O011.odf Created by Independent Third Party: Yes 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply 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 ere . Product Approval Accepts: ® � M. 4/5 1/1 Florida Building Code Online Credit Cares, Safe //www.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIPac%2fuYV8PcWZI%2ffIF%2fCc%3d 615 31y'; USE 1rS'= 16 X 1.1/4' HEX HEAD DOLTS: USE VT X Z1/4' HEX NUT SLEEVE ANCHORS: "F_ 26 GAUGE GALVANIZED STEEL. GALVANIZED ACCORDING TO A.S:TM, A653-G60 AND FINISHED WITH BAKED EPDXY t PRIMED AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) INTERIOR ELEVATION SEAM DETAIL 58• r---3 112• -+-i 6/6' 3/6• RADIUS TYPICAL 26' s �•A4ja444444� HEAD STOP Rsw r� 24• TYP. 1 GUIDE-INSERTTOGGLE LOCK DETAIL 8' SLIDE BOLT LOCK BOTTOM BAR b BOOR ANGLE BOTTOM ANGLE 2'xz•x3/16' STRUCTURAL-�� 1/4'-20X 1.1/4• STEEL ANGLE TRUSS HEAD 1/4' FLAT WASHER ^'� ' SCREW 5,16118 HEX NUT HEAD STOP LIFT CUP - 1/4'-20 HEX HD. NUT s-,� 1/4• LOOK I ONE LOCK LOCATED AT EACH END OF CURTAIN. NOTES: 1, STEEL FOR CORRUGATED SHEET ASTM•A653 WITH A MINIMUM YIELD STRENGTH OF 8D KSI AND TENSILE STRENGTH OF 82 KSI. (GRACE 80) 2, GUIDES ROLL FORMED (12) GAUGE 010'-1201GAWANIZED STEEL. 3. GLADE INSERT FORMED (12) GAUGE GALVANIZED STEEL. 4. 00) GAUGE GALVANIZED STEEL WINDLOOK CLIP FASTENED WITH TWO 3/16' X .440' POP RIVETS ON FOUR CORRUGATK]NS PER SIDE OF EACH SHEET. SID A� W FOR STEEL JAMB. USE 014 X 1' SELF -DRILLING FOR CONCRETEJAMB. USE 1/2- X 2A/4 all SCREWS AND FASTENED 6' FROM FLOOR AND EXPANSION BOLTS WITH 1.1/2• MINIMUM aria SPACED AT S' ON CENTER THEREAFTER. EMBEDMENT AND FASTENED S• FROM FLOOR AND SPACED AT 24' ON CENTER THEREAFTER tlB ; Ott GAUGE MINIMUM J THICK GE / I.112Y-�j "( 112' CURTAIN 1/4• LX STFFI _I�aaR CONCRETE JAMB D• 2.11 1.3/0' 19 � ram_ r-=•-•� 1s } 1 ne 1.9110• 2• T iaa• 610T I�-ne• 2' X 2- X 3116' (SEE NOTE 2) wUTYUI STRUCTURAL STEEL ANGLE Flc DGDE CLIP E .0+ .e25• fl .312 ELEVATION .De' r. l,xso=.I 1 �Q s64 I JJ�� 1f0• YSO 1.000• 7/6' ALTERNL_ r0• -� ATE � 1 3/e• BOTTOM BAR o zs9e T 0.(00" ATTACHMENT WINDLCICKCLIP GUIDE INSERT Wldm Declgn WndloW Dam (SEE NOTE 4.) (SEE NOTE 3.) ALUMINUM 1611 EXTRUSION Tm D_ 114-- 20 X 1.1/4- Sl TRUSS HEAD SLIDE SCREW STRUCTURAL BOLT STEEL LOCK ANGLE BOTTOM ASTRAGAL 2.11 1.3/0' 19 � ram_ r-=•-•� 1s } 1 ne 1.9110• 2• T iaa• 610T I�-ne• 2' X 2- X 3116' (SEE NOTE 2) wUTYUI STRUCTURAL STEEL ANGLE Flc DGDE CLIP E .0+ .e25• fl .312 ELEVATION .De' r. l,xso=.I 1 �Q s64 I JJ�� 1f0• YSO 1.000• 7/6' ALTERNL_ r0• -� ATE � 1 3/e• BOTTOM BAR o zs9e T 0.(00" ATTACHMENT WINDLCICKCLIP GUIDE INSERT Wldm Declgn WndloW Dam (SEE NOTE 4.) (SEE NOTE 3.) ALUMINUM 1611 EXTRUSION Tm D_ 114-- 20 X 1.1/4- Sl TRUSS HEAD SLIDE SCREW STRUCTURAL BOLT STEEL LOCK ANGLE BOTTOM ASTRAGAL Ca96rotkn uktftti= for test door ComOanUdr forceA Dy oAICWtbn to d.tam*w madman dAA peAslln 4255 McEver Industrial Drive � Ac"nh. GA 307DI AAA faro CAgor.tl.n PhOne: (770) 974.26W / Fax: (770) 974-1455 Web Site: w astadoorcom Mu Door SI`° 0a21 0.21 Model 203 Windlock Commercial' Sheet Door a o D1.4 DIA 1101.4 .4 203 zoa .01 0o17 7 a 10.21 11.21 12a21 13:21 10 11 12 13 75.0 64.6 SS.a A" 76.0 64.0 SSA 40.9 203 203 20 2203 0.017 0.017 0017 0017 TESTS= 16' WIDE X 6' HIGH OEBIGN IMMURE f35.0 TEST PRESSURS *52.5 SU1MM OF CATiDIANY FORCO FOR ALTEIINATWE DOOM COMMZ*DTOCENT©7xaARATOEB R13�O.T sKnm.EO r e7lA-731L7MLGtOATFDRD WR=IM MaNUMSUM 20•WIDEx2l'MGH SGALE.VARIES TWLCCAMN CERTIFIED TESTW4G LABORATORIES 7252 NARCOOSEE RGAO ROLUPIONNEETOOD" EST t1 TOM; is' Win X 8,#wK DF.IKW WVMLOAD 46y 3PIP STATIC AIR PRESSURE TEST CONDUCTED NACCORDANGE YA7H ASTM E33042 14a21 15.21 14 15 43.3 38.8 43.3 3" 203 203 0.017 0.917 TOLLMNOIi FRACTION. a V32 DESIGN WIND FORCES ARE G"UlA7EO TO FROOUCE GATENAR7FORCES AT THE GUIDES EMALTO OR LESS THAN THOSEGALCULMEDFORTHE TESTGODR. TIW3 NOtCATEb THAT THEt71RTAN WWDtDCKS•WDIOLOGKCO[NECDONS• GUMEANGLES,AND JAMGANCHORAGM YALL ALL OE STRESSED TO APW{OXINATkZY TMEFJMEAS THOSE WTHE TESTDOm1, PgpNOED T/YT THE DOOR SGOtLSTRUOTED THESAME1apRALL OPEN8X3 WKITHS ISs21 17.21 16X21 16i21 20 X21 10 17 16 to 90 350 3t,6 29.1 20.7 24.0 3$.0 31 I 2RA 26.7 84,6 203 2D3 2Q3 2( 20 ORLANDO, FL 32D22 D.0U` 0,017. 0.01T D.017 D.017 A.D32 •raa A.O15 .lOOlo i.005ae5 REFBRENOS CTL TEST REPORT 112cnw EVALUATION REt:ORT aER•O7.0005 II4NWNR5: JGF REEVVISED"92.06 mr r rFnn•wwn�.:.�.�....- 0 U S C �� »n s/ I BY Florida Building Cod's Online .s r isiness Professional Regulation BCIS Home ( Log In I User Registration { Hot Topics { Submit Surcharge Stats & Facts { Publications { FBC Staff { BCIS Site Map' { Links { Search { Produet Approval r r oii- USER: Public User c--m Product Aopraval Menu > Product or AD Ocitlan Seomti > Appilcatron Detail FL FL6596-115 1 Application'rype Revision Code -Version 2017 Application. Status Approved Comments Archived Product Manufacturer Carolina Caeports;Inc, Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (316)367-6400 FLvalidation@yahoo.com Authorized Signature robert'cope, Jason.c@carolinacarports.com Technical Representative Jason Cope Address/Phone/Small 187 Cardinal Ridge Trail Dobson, NC 77617 (800) 67.0-4262 Ext 2037 Jason.c@ccihq,biz 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 the Evaluation. Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 04/05/2027 Brian Jaks, P.E. ;" Validation Checklist - Hardcopy Received FL6596. RS COI Letter ofCertification.pd Standard ASTM E 1592 FM 4471 Equivalence of Product Standards Certified By Sections from the Code FILE COPY Year 2005 1992 _app dll.asp)?param=wGEVXQwtDgtLgagtWlPgdmv9LTOCyKesgsq%2fzxULlbg%3d 1/2 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/15/20,17 Date Validated 08/16/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summa of Products �F Madet; Number or Name Description AG Panei 26 Ga AG Roof Panel over open framing Limits of Use Appro4edrfor use an HVH2: Nd Installation Instructions FL'6596 R5 IL• 26 Ga. AG Roof Panel secured.pdf Approved4or use outsideHVHZ: Yes Verified By: Terrence E Wolfe, PE. 44923' Impact Resistant: N/A Created! by Independent Third Party: Yes Design Pressure: +57,3 psf/-62.5 psf Evaluatl6n Reports Qthere See: Evaluation Report for various design pressures. Install per manufacfureesideta'ils. Nat for use in HVHZ, Zones. F16596 RS. AE 26 Ga. AG -Roof Panel secured',pdf Created OyIndeperident Third Party: Y46s. 6596'.2 AG Panel 29 Ga. AG Roof Panel over open framing Limits of Use: Installation Instructions Approved for use'in HVHZ: No E6596- R5 1I` 29: G6,.AG Structural Roof Panel NON HVHZ secured.0a Approved for use outside HVHZ: Yes 3,mpact Resiatant: N/A Design Pressure: +41.6 psf/-57.3 psf Verified By: Terrence E. Wolfe, P:E. 44923 Created by' Independent Third Party: Yes Other: See Evaluation Report for various design pressures. Install per" manufacturer's details. Not for use in HVHZ Zones. Evaluation Reports FC6596 R5 AE 9'Ga; AG-SfucRON HVHZaN _secured'.odf C?eated'by Independent Third Party: Yes Dods Mext contact Us :: 2601 Blair Stone Road.' T'allehassee'FL 32399 Phone: 650-487-102 The State of Florida is an ANEW employer. CopyAght 2007-2013 State of Florida.:: Privacy statement ;: Accessibility Statement;: Refund Statement Under Flodda.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 thts`entity. Instead, contact the office,by phone or by tradittonal mail: If you have any questions, please contact 850.487.1395. •Pursuantto Section 455.275(1), Florida Statutes, effective October 1, 2012, Iicensees 11bensed,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 commaddresser are with the licensee. However email addresare public record. If you' do not wish to supply a personal address, please provide.the Departrh6t with an email address which can be made available to the public. To determine If you are a.11censee under Chapter 455; F.S., Please click here . Product Approval Accepts: o RAa �t«] M Credit Card Safe _app_dtl.aspx?param=wGEVXQwtDgtLgagtWlPgdmv9LTOCyKesgsq%2fzxULlbg%3d 2/2 Engineering.F rce Force _ Testing Inc 1.9530Riiri1&1cwpod',0r9e iiuin6leik77:338: ' ' Product Evaluation Report CA. ROLINA CARPORTS, INC r 26-Ga. AG Roof Panel -over open framing Florida Product Approval A 6596.1 R5 Florida Bull.ding Code 2017 Pet Rule 6.11G20-3 motbod:,1—b Catdgpr.y: Structural-Ccimp6nents Subc-atekoryt Rodf Deck 0mollaficd Method. 6IG20-3.005(l)(d) NON Product' Manufacturer: Carollna tarports, Inc. 187-Chrilinal'Ridge Trail Dobson, NC 17017 Engineer Evaluator: Terrbribe E. Wolfej P.E. 4 44913, Terrence I _ . . :--. - Florida Evaluation ANE ID, 1920 Validator: Brian Jaks O.E. w0159 Contents: Evaluation Report Pages 1- 4 O C F 91 STATE OF 4, 4% Z op. ID ODA ...... Num FL# 65961 R5 August 14, 2017 ry, . .rcene ring 8c Testing Inc: 19530 Rariibliwood D&L Huii�bl4tX 7733$ Compliance Statement: The product as described in this report has demonstrated compliance With the Florida Building Code 2017,:Sections 15du.2;1504.7. Product Description: AG' Roof Panel, 26 Ga. Steel, 3W Wide, through fastened structural roof panel. Structural. Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792,or ASTM A653 G90 conformingto Florida Building Code 2017 Section 1S07.4.3. Optional paint firilsh. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017; Section 1507.4.3. Panel Dimension(s): Thickness; MOOS" min. order thickness Width: 36" maximum coverage Rib Height: '/" majorrb:at 9" O.C. Panel`Rollformer: MR5 Metal Roliforming Systems Panel Fastener: #12-14 x N" HWH SD#3 With 5/4(16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4. Substrate+Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) SteeChat channel purlins/girts, See Table A for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" Maximum Design Pressure: -59:9psf -62.5 psf 43.3 psf +46.9.psf +57.3.psf Panel Fastener Pattern: 2-1-2-1 Z412-1 2-1-2-1 2-1-21 24=2-1 Panel Span: S'-0" O.C. 4'-0" O.C. 4'-0" O.C. 5'-0" O.C. 4;-0" O.C. Substrate: M16.,14 Ga. .Steel Framing ' Min.. IS: Ga. Steel Framing MIn.14 Ga, Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing Design Pressure includes a safety Factor = 2,0, FL# 6596.1 R5 ,,,ttttllrtrrt*i CENSF�.���: :'°' STATE OF ; c i�po 4�" s.ransm �' :b�� mum ON All. 0 August 14, 2017 Force Engineering & Testing Inc. 1953U itamblew d Drive H{itnble,T&1733..8 Code Compliance: The.praduct described herein, has demonstrated compliance with The Florida Building Code 2017, Section 1504:3.2,1564.7. Evaluation Report Scope: The product evaluation is-limitedto complianceWth the structural wind load requirerrients of the. Florida Building Code 2611, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: s ASTM E 1592-05 QQ12)Jest method for structural, performance of sheet metal roof and siding systems by uniform static air pressure difference. FM'4471-92 - Foot Traffic fesistance Test Reference Data: 1. ASTM E 1592-05 Test Force Engineering& Testing, Inc. (FBC Organization # TST-5328) Repor,.t.No. 183-6063T-16A' E FM`4411-10, Section4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.183-0109T=12, & 183-OT42T 15 Certificate of Independence. By Terrence E. Wolfe, P.E. (No:. 44923) @ Force Engineering & Testing, Inc. (FKOrganization 9ANE ID-1926) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2Q12) test standard. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.065 (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 2017, 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. . %%till111'r, ,�I No. 4-401 i a •. STATE QF ; a �L o RI A 4��• gum FL# 6596.1 R5 August 14, 2017. Force Engineering & Testing Inc. 19530 R#mbleivood Dripc Humble,TX 77338 Insulation: Manufacturer's approved product (Optional) Roof 'Panel Fire ClassWication: 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 dimensioris of.thestructure, appropriate wind loads are determined using Chapter 16 of the Florida. Building Code 2017 for roof cladding wind loads. These component wind loads for roof cladding ate 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 fdr pullout and pullover. Support framing must be In compliance. wiih, Florida Building 'Code 2017 Chapter Z2 for steel, and Chapter 16 for Aructural loading. FL# 6596.1 R5 ,`���s►E. t� rry,�I� �`,�va'•b � CE NSF `�,�i No. 41 . STATE OF : ar 0 RI V Aujaust 1.4, 2017 PANEL FASTENER 2-1-2—t PATTERN MIN.. 10 GA. (GRADE 50) STEEL, HAi CMANNEL FkWING OR A1IN: 14 GA.. (GRADE 50f STEEL 700E FRAMING #12-14 x 3/4' HrH SD#3 W/ 516" (t6mm) DlWETER SWNG WASHER (SEE TABLE A FOR SPACING) °'CaCEyJE s� it � a No.44923 Kl �• STATE F . 71 14 Ms August 14, 2017 4/3/2018 Florida Building Code Online BY Professional Regulationw M. Lude county ac[S Home I Login I User Registrrtlon tlotToples Submit Surcharge Stats & FacG p Publications FSC Staff HCIS Slte Map Links Search t IOlida {/, r Produ•ct.Approval USER: Public User Product Approval MenuAurtnr Anplic�ntlo > pron Search> A�Jalicatlnn LLk> Application Detail FL # FL6702-R5 Application ijrpe Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Carolina Carports,rnc. Address/Phone/Email i87 Cardinal Ridge Trail Dobson; NC 27017 (136) 367-6400 FLvalidation@yahoo. cam Authorized Signature robert cope jason.c@carolinacarports.com 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 03/14/2027 Validated By Brian Jaks, P.E. s Validation Checklist - Hardcopy Received Certificate of Independence FL6702 R5 COL Letter of Certincation,pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B _app dtl.aspx?param=wGEVXQwtOgtp1oPjb8uS3h8swa5aoOlFgegXWnt3atY%3d 1/2 Florida Building; Code Online Date Submitted (18/15/2017 Date Validated 08/17/2017 Date Pending FBC Approval 08/21/201,7 Date Approved 10/10/2017 Summary ot Products 1 _ FL # Model, Number or. Name Descrlptloin 6702.1 AG.Panel 26 Ga. AG Waii'Panet over open framing Limits of Use Instaliation.Ihstructions Approved for use in HVHZ: No FL6702 5 II 26 Ga AG"Wall-Panel-- SecuLedlp Approved for use outside HVHZ: Yes Verified: By: Terrence E,-Wolfe, PE. 44923 Impact Resistant: N/A Created by IndeperidentThird Party: Yes Design Pros"sufe. +57..3 psf/-62;S'psf Evaluation Reports Other: See Evaluation Report for various design pressures. FL6162 tiS llFE 26 Ga_ A , ,Wall Panel - Serured pd I0ska11per manufacturer`s details. Not fo`r use hi HVHZ Zones. . Created. by 16depenifi ht Third Partq:`Yes 6702.2 AG Panel, 29 Ga. AG Wall Panel over open framing Limits of Use Installation, Instructions. AO roved for use in HVHZ: No, FL6702 R5' ITS_ 24 Ga, AG Structural Wall Panel, NON Fes_ red ,Rdf' Approveid.for use outs de HVHZ: Yes Impact Resistant: N%A Verified, By: Terrence E: Wolfe, P.E. 44923 Design Pressure: +41.6 PSF/-573 PSF Created'6y Independent Third Party: Yes Other. See Evaluation Report for various design pressures. Evaluatlon,Reports'. Instail. per Tina iufacturer's detains: Not for use i-n HVHZ Zones. F1.6702 A R5 E -29 Ga AG Structural WallPanei NON HVHZ--- Secu�ed.o"'df Created, by Third Party; -Yes 6702.3 : Dutch Lap Panel 26 Ga. Du. tcht Lap Wall Panel over open framing Limits of Use Installation Instructions, Approved for use in HV.HZ:.No FL6702 RS Ii� Dutch Lap Metal Wall Panel: NONL HVHZ - Approved for use outside HVHZ: Yes 5grVre cif Impact Resistant: N/A Verified `By: Terrence E:.Wolfe; P.E..44923, Design. Pressure: +24.4 psf/-26.0 psf Created by IndependentThird Party: Yes Other.: See E4aluation Report for, various design pressures. Evaluation Reports Install per manufacturer's details.. Not for use in J.iVH2: zones. FC6702 RS--Af Dutch Lap Metal Wall Panel NON HVHZ - Sesured.p Created by Independent Third Party: Yes 670.2.4 Dutch Lap Panel 29 Ga. Dutch. Lap Wall Panel over, open framing Limits of Use Installation Instructions Approved for use In HVHZ: No FI 67n2 as rh r]i5trli ap Metal Wall Parfel non hvhz Approved for use outside HVHZ: Yes sku pdf Impact Resistant- N/A Verified: By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +35.1 psf/-35.5 psf Created by Independent Third Party: Yes Other: See. Evaluation. Report for various design pressures. Evaivation Reports Install per mariufacturer's details. Not for use in HVHZ zones. R6702 R5 AE' Dutch Lao- Metal Wall Panel non hvhz sgcured,pd , Created by Independent Third Party: Yes 6ae1: Next Contact Us :: 2601 Blalr Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State. of Florida is an AA/EEo employer. l ht 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•mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall..If you have any, questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes; effective October 1, 2012, licensees licensed under Chapter 455, F.S. 'must provide the Department with an email address If they have one. The emalis 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 avallable to the public. To determine If you are a Ilcensee under Chapter 455, F.S., please dick here . Product Approval Accepts: MOR-1 title{ M Credit Card Safe d0.aspx?param=wGEVXQwtDgtploPjbBuS3h8swa5aoOIFgegXWnt3atY%3d 2/2 Force En .g-'in e emi , & ng Testing - 19MO bIm"dDrlyq 9.:r1c,-fX- 77338 Otgkowt. NaN#ipp- Reppyt, CAROLINA CARPORTS, INC. 26 Go. AG Wall P40?q w6r,open.-framing Florida Product Approval-# 6702,il 115 FlbrVda Bultdihg Code 201-7 Per Rule 61G2.0-3 Methods 2 m-B Category: Structural,Comod,nents su4cotegor y: StrqoOral W511 Compliance M6thod: 61GZ0-3..005(Z)(6) NON HVHZ Prodijdtl MafiLif4chiter C6rb4Wa,Ca_ir ' fe. 187 Cbt4inaf Ridge Trail Dd6sofi, NC 27017 Engineer Evaluator: Tiurdfi4d E. Wdlfb, , P6E. # 44923 Florida Evaluation ANE ID: 1920 Validator: BrWn Ms P.E. #701.59 Contents: Evaduation Report Pages I - 4 '00 t"l Is It 1".. 11f NN E E jwo CENS4� *-4 .011 STATE OF 0. AL 0 F, I ubQA� sWHW& 40dr C4 4 ...... ONAL FL# 6702.1 R5 August 16,2017 7�� Force Engine rmg & Testing Inc. 19530 Ramble oo&Dnve i%' Mible l'X 7ni38 Compliance Statement: The product as described in this report has demonstrated compliance. with the Florida Building: Cade 2017, Sections 1709.2. Product Descriptions AG Wall Panel; 26 Ga. Steel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 6. Steel, panelmaterial shall comply with Florida Building Code 2017'Sectidn 1405.2. Yield Strength:: Min. 80.0 ksi Panel Dimension(s): Thickness: 0.0185, min. order thickness Width: 36" maximum coverdge Rib Height: %" major r1b.at9" O.C. PaneirRoliformer: MRS Metal Rollforming Systems Panel Fastener: . #12-14 x f" HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) Steel hat -channel puriins%girts. See Table A forsteel gauge. Framing must be designed in accordance wJ Florida'BuiMing Code 2011. Allowable -Design Pressures: Table "A Maximum. Design Pressure: -59.9.psf -62.5' psf 83.3 psf +46.'9 psf +57.3.psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-14-1 2-1-2-1 2.1-2-1 Panel Span: 5'-01'0.c. 4'-0" O.C. 4'-0' O.C:, St-01 O.C. 4W O.C. Substrate: Min.14 Ga. Steel Framing Min, IS Ga`. Steel Framing W.14 Ga. Steel Framing• Min.18 Ga. Steel Framing Min.18 Ga. SteeiTtaming •Design Pressure includes a Safety Factor = 2.0. ,► It f I, `�,��N i% No. 40e .o • STATE of : a 0,, F 0' 40 s FL# 6702.1 RS August 16, 2017 i.: Force Engineenng & Testing Inc:. 19530 P2mlblewtiod Dilve Humb1e,1M 77338 Code Compliance: The product described herein has demonstrated compliance.with The Florida Building Code 2017, Section 1709.2: Evaluation. Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building C6de 2017, as relates to Rule 61G20-3, Performance Standards: The product described herein has demonstrated compliance with: s ASTM' E 1592-05(2012) Test method for.r stru,ctufal perforrnance of sheet metal -roof and siding systems by uniform static air pressure difference Reference data: 1. ASTM E 1592-057est Force Engineering $i Testing' Inc. (FBC Organization # TST-5328) Report No. 183-0063T-16A-E 2. Certificate'of independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering.& Testing; Inc. (FBC Organization # ANE ID: 1920)' Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05.(2012) test standard. Quality Assurance Entity: The manufacturer has established compliance. of wall panel products in accordance with the Florida.Buiiding Code and Rule 61620-3.065 (3) for manufacturing under a quality assurance, program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Panel Hie Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. 'k- •C a N s� e 1% 1. � � � • No. 44➢2� � �� r � • STATE OF : a Z 0 R I IDA -*zv s.e.mnm r �s; • . 4, FL# 6702.1 R5 August 16, 2017 rngineering &'Testing Inc:. 19530Itamblewadd Drive Humble,TX 773M Design Procedure: Based on ti7e'dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Bu'ilding,tode 2017 for wall cladding wind loads. T'hese.eomponent wind loads for wall cladding are compared to the. allowable pr,,essurelisted above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachmegt,to his structure and analyze the.panel fasteners.for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter Z2 for steel, and Chapter 16 for structural' loading. FL# 6702.1 R5 t..%tst a rtri♦�♦ 'AC E. E jyo ♦, C � No.444 ti STATE OF OR i�O• 1p � August 16, 2017 rm- - U krt - UU{ DIMLL IUUt MAMING. (SEE TAOCt A FOR SPACING) Al2-T4 K 3/0 N4N-SD#3 W/ 5/8" (16mm) DIWETER SEWND WASHER 411111ea1yoi NCE E. yt,'•.. Q. • LENS F No.4.4923 STATE OF August 16, 2017 1/27/20i1$ Florida Building Code Online Business sProfessionalRegulation r BCIS Home Login User Registration f Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 4 BCIS Site Map Links Search HMd.a Product Approval r V.1USER: Public User 1 4� Product Approval Menu > Product or Aodlcatlan Search > Application List > Application Detail FL # FL15225-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Thermo Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. D Validation Checklist - Hard'copy Received Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15225 R4 Eauiv (a) Eauivalency of Standards.odf Product Approval Method Method 1 Option A Year 1997 2002 2002 2002 1994 102u6xAoauKJijphgF6uTIA%3d%3d 1/3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 09/21/2017 12/20/2017 12/22/2017 Summof Products FL # _ Model, Number or Name Description �^ ------!!! 15225.1 a. "Classic -Craft" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Therma Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R4 C CAC 15225.1 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 i Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST FL15225 R4 II (a) Inst 15225.1-68.odf i 15225.1-80 (8'0Door Products) and INST 15225-68M (6'8 Fl 15225 R4 II (a) Inst 15225.1-80.Ddf Door Products Direct to Masonry) for installation instructions. FLIS225 R4 II (a) Inst 15225-68M.odf (Note - Glazing Shall comply with ASTM E1300-04) FL15225 R4 II FL-15225.1 Glazing Det..Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15225 R4 AE (a) Eval 15225.1-68.Ddf FL15225 R4 AE (a) Eval 15225.1-80.odf FL15225 R4 AE (a) Eval 15225-68M.odf Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing and "Benchmark by Therma Tru" Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R4 C CAC 15225.2 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST R ,,. 15225-68M (6'8 Door Products Direct to Masonry) for FLIS225 R4 II (a) Inst FL-15225-68MA.Ddf installation instructions. (Note - Glazing Shall comply with FLIS225 R4 II FL-15225.2 Glazlna Det..odf ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R4 AE (a) Eval 15225.2-68.Ddf FLIS225 R4 AE (a) FL-15225-68MA.Ddf Created by Independent Third Party: Yes 15225.3 p c. "Fiber Classic" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Therma Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:.No FLIS225 R4 C CAC 15225.3 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225:3-68 (6'8 Door Products), INST FLIS225 R4 II (a) Inst 15225.3-68.odf 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R4 II (a) Inst 15225.3-80.Ddf Door Products Direct to Masonry) forinstallation instructions. FL15225 R4 II (a) Inst 15225-68M.odf Note - Glazing Shall comply with ASTM E1300-04. (This FLIS225 R4 II FL-15225.3 Glazing Det..odf product approval requires the use of "Y part number doors Verified By: Lyndon F. Schmidt, P.E. 43409 and sidelites, which have been stained or painted within 6 Created by Independent Third Party: Yes months of Installation - Excludes Opaque Benchmark Door Evaluation Reports Panels.) FL15225 R4 AE (a) Eval 15225.3-68.Ddf FLIS225 R4 AE (a) Eval 15225.3-80.odf FL15225 R4 AE (a) Evil 15225-68M.odf Created by Independent Third Party: Yes _ 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque Steel Door with and without Sidelites. i "Benchmark by Therma Tru" Inswing and Outswing Limits of Use ' Certification Agency Certificate Approved for use in HVHZ: No FL15225 R4 C CAC 15225.4 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST FL15225 R4 II (a) Inst FL-15225-68MA.Ddf 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R4 II (b) Inst 15225.4-68.Ddf Door Products Direct to Masonry) for installation instructions. FLIS225 R4 II (b) Inst 15225.4-80.0f (Note - Glazing Shall comply with ASTM E1300-04) FL15225 R4 II FL-15225.4 Glazing Det..Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 102u6xAoauKJijphgF6uTIA%3d%3d 2/3 1/27/201 Florida Building Code Online FL15225 R4 AE (a) FL-15225-68MA.odf FL15225 R4 AE fbl Eval 15225.4-68.odf FLIS225 R4 AE fbl Eval 15225.4-80.odf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma Tru" without Sidelites. Inswing and Outswin 9 y Limits of. Use �i Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R4 C CAC 15225.5 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/202, Design Pressure: N/A Installation Instructions Other: See INST 15225.5-68 (6'8 Door Products), INST FL15225 R4 II (a) Inst 15225.5-68.odf 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R4 II (a) Inst 15225.5-80.odf Door Products Direct to Masonry) for installation instructions. FL15225 R4 II (a) Inst 15225-68M.odf Note - Glazing Shall comply with ASTM E1300-04. (This FL15225 R4 II FL-15225.5 Glazing Det..Ddf product approval requires the use of "Y' part number doors Verified By: Lyndon F. Schmidt, P.E. 43409 and sidelites, which have been stained or painted within 6 Created by Independent Third Party: Yes months of installation - Excludes Opaque Benchmark Door Evaluation Reports Panels.) FL15225 R4 AE (a) Eval 15225.5-68.Ddf FLIS225 R4 AE (a) Eval 15225.5-80.Ddf (a) FLIS225 .114 AE Eval 15225-68M.odf Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by Therma- With and without Sidelites. Inswing and Outswing Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R4 C CAC 15225.6 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and FLIS225 R4 II (a) Inst 15225.6-68.odf 15225.6-80 (8'0 Door Products) for installation instructions. FLIS225 R4 II (a) Inst 15225.6-80.Ddf (Note - Glazing Shall comply with ASTM E1300-04) FL15225 R4 II FL-15225.6 Glazino Det..odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R4 AE fal Eval 15225.6-68.odf FL15225 R4 AE (al Eval 15225.6-S0.odf Created by Independent Third Party: Yes Dack F. M Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 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 mall to this entIty. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 550.487.1395. -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 here . Product Approval Accepts: f� r ® aG M Credit Card Safe QRASQx6OG%2b2J1O2u6xAoauKJijphgF6uTIA%3d%3d 3/3 THE,.*RMAI�TRU' III '� r 68SQ"NiAX o�Li OVERALL WIDTH .y Z•�e" n THERMA TRU DOORS S S 5 �j''!, ••.• orn , a•c°"'I 1 1 Ei INDUSTRIAL DR., ED GERTON, aN 43517 �'F/L) N;.2 ` Zp.m 11.►1 Z° "Construction Series" 1 1 a I I I f I I ' Ii N `m to cw o Ud d OO. 6'8"SINGLE AND DOUBLE OPAQUE PANELS OW ' 111 I' ' I m a a W/& W/OUT SIDELITES 5 II ii a 6� _]I L%='�I 11 II p a m C o E oz INS WING / OUTS WING 5 '� h STEEL DOOR o a I I I 1 11 N (n Z General Notes 7 6 2 3 6 6 4 5 G 6. G 6, 7 2 3 4 5 .6 �o �� O ¢y �z 1. This.product anchoring drawing has been developed in compliance with the 6th Edition DOUBLE VI SIOELFiES OXXO SINGLE W/ SIDELITES 9Xa i- (2017) Florida Building Code (FBC) excluding the "High -Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN -PRESSURE w" Certification Agency Certificate for sizes, specifications and ratings. +60.0 -60.0 +60.0 -60.0 ~m d U� 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment ?I w to base material shall be beyond wall dressing, stucco, foam, brick and other wall 74.50" MAX. 53.00" MAX, i coverings. ---{ 37.50 MAX' OVERALL WIDTH 1— OVERALL WIDTH t 2 3 OVERALL WIDTH t z 3 a a m 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2015. I I 5 s 5 5 5 5 All other fastener types to be installed following fastener manufacturer's installation instructions. L�I 4. Fastener embedment depths, edge distances and center -center distances shall be as 4 >S r-{ fi=-P a O.H. specified b the fastener manufacturer but in no instance shall the be less than shown in P Y Y �. UI 5 Ii I' S a I' I I' I i 11 I' it ''I li 'I II II '1 W � O this drawing. g • Q l� 2 5 '1 'I I I I I II�I1� I I�11� �I�' S {J S. I' I I I' I I' "rigid X w s E1 e' 1CL'] o s O.H. 5 11 ' , c { k I ' �} r. J I I ' '; �} 5. Where shims are used, they must be a / stiff' material that complies with the ¢ _ 5 g o o0 requirements of the FBC. o LL �,' I�,I HtU in 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. II 'I I� II 11 II 11 'I r •r_3 11 1I III ' I I 1 ,1 i' L1 •s, I -s� II 11 ,I I' L a, I� j1 Ij jl , , i - �I 5 aR p 7. Site conditions not covered by this drawing are subject to further engineering analysis. a 5 s 7757 Q G 6 6 a s s r. z s s _ 6 6 6 6 6 6 6 6 6—o z U u SINGLE X MAX DESIGN PRESSURE DOUBLE- XX SINGLE W SIDELfrE OX 1. DAM 2 27/12 z +67.0 -PRES MAX DESIGN. PRESSURE MAX DESIGN PRESSURE scALE: N.T.S. 9 +60.0 -60.0 +60.0 -60.-0 W 0 3To _ JK_ o CHX. BY: LFS 3 LOCK HARDWARE MFG B SERIES - DRAWING NO.: FL-15225.2-68 O XWIKSET SIGNATURE SERIES LATCH MIMS&SIGNATURE SERIES 780 DEADBOLr SHEET t OF 6 N - - --- - - - >� ,V,• boLL 105.50" MAX. OVERALL FRAME WIDTH 7 2 3 5 5 5 I 1 1 I I I I a 5 I I 1 I I I I I I 11 1 I II 1' II II '1 I I I 1 I I I 1 I I I II I' II 11 1 I I I 1 1 'I II I II I 1 I� �I W l� I� � S 1' it II II 5 �Y-f' 1�1-=f' LL :J l �I L%_'1J L TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures &general notes 2 , Buck anchoring 3 Frame anchoring 4 Frame anchoring & b11 of materials 5 Horizontal &vertical cross sections 6 Vertical cross sections R!-%0ents\Therma Tru PERMANENAA - Florida Product Approvals\FL-15225 Cert Mark - Install Only\C - Drdwings\FL-15225 (20171\FL-15225.2.dwg, 2 I., N — ::; ::.083Om00 0 0o4op Xlz O ���n:-�Qoe 4o m�mGyz n` X oa Mtn pOOm:' Z m.0: ea m EEm � x 3 m Zo n �33 m m � Z 5S �� '' C '• 3nii p O m 6.3 60 N k .'A. Z '.. 03 ' ad So m 7 S o0)': ,.l 1$ 0 DO ZPy 00, NDO z 0 T'n: ry osN:Tt; 0: m.0 TF p m & 0. 0 3 g g 15.15" MAX I_ —�-I 4 t-- O.C. (TYP.) a s' n o' 0 a T n0 O .,.. m Q' m 7 m m ¢ B N O > X -0 D 9'tyi: n `Q'.'m f m 0 c C n a ' Co m (n c ? a a. ¢; D. g z 0 z;0 A;19 o O' m X C { Z 4a �. p X 0D O - m N z;U 0 m� `Dv En Cz-------- N ----T— (� zF M=c omm a .. D �� ;13z0 m 0 v _ tn� z� Z z m0 0 o v o r*1 A D DO Z — + o A o m o 18.94" MAX. I I I I --�7 4 G) m z C a O.C. (TYP.) r 00� X 0� -0 m 0 z c z Z;D 16 MAX. •!.! ,y.V. .. .. O.'C. ( O.C. (TYP.) a ' -0D co C !: R'=m� �D� A •�t ZC 0S.X -------- -------- >0. GZi{ ..is' N ----T— Ln Dl Z :U to K: 14 C-) - -n 0 r- •: -------- — :•. z� mr=r --------v--r-- DO mv 0mm o o �z0 nor- Z-1 z z m0 v mZoo Z zo 0- -------------------0m — — — — — N D* n 00 -n D =---1 18.94 ° MAX. �: z_ c>N C) m o m m m c m �; O,C. (TYP.) 4" 1 r A mz� �� 00r— Zmz mo M� 18.94" MAX. I I I 4" I G l* ND.* 09 D.C. MID) 1 f • September2l, 2017 r PRODUCT: Doeumente Prepared By. ; • ` �i A20iEDR ' THERMA—TRU FIBERGLASS DOOR Lyndon F. Sohmldt /�••••••......... �• P.E. No. 43409 n (n r— X 2 9 21/17 UPDATE 70 6T}i ED. 2017 FBC LFS PART OR ASSEMBLY: IQMAt`tt�``%� //Kt BUILDING CONSULTANTS, Ii�C. O1 Ii1 I rn in 1 9101114 UPDATE TO 2014 FBC LFS BY BUCK ANCHORING d li� P.O. Box 230. Valrieo, FL 33595 Phone No.: 813.659.9197 N NO. DATE m REVISIONS FBPE C.A. No. 9813 "D" "E" 7" 73,. 3" I I I I I I 1 1 I MULLION oil FOR _ - VSHOWN REFERENCE A W/2X BUCK INSTALLATION — 9 W/1X BUCK INSTALLATION o TYP. HEAD & JAMBS „C„ "D„ "E„ VIEW "C"—"C" SINGLE DOOR W SIDELITES jam" of IN — PAIRS 30 TYPi---- 3 TYP. � 3„ r o�7CLWU�MEn Ln �F .} Ci •' 1 IO ^ O SEE a " -.I U w DETAIL "4" 0 1 SEE Ui — — W ¢a 6 DETAIL N N `+\ rn 1 6L T - _ „ A" 7: 'I 6 Y N MULLION 1A `} SHOWN FOR _ REFERENCE 2X BUCK INSTALLATION _ of M 1X BUCK INSTALLATION . HEAD & JAMBS „B„ "A„ �6„L— 11 — A W/2X BUCK INSTALLATION W/1X BUCK — B INSTALLATION ¢ 0. TYP. HEAD & �. JAMBS � U O DETAIL 0 �V..• � Gj: US % �—''' rlr�i ►► ``�� o R c v 0 Z U E Z 0 9m2W 0_ a. 'm 00 :1L V) m C c 6 0 .EE O Z ri •. ao o DETAILS"1". o\ T(n = I w ¢ t N W "C" "D" A„ „B" "A" VIEW "E"—"E" ^ VIEW "D"—"D" SINGLE DOOR W SIDELITE VIEW "B"—"B" SINGLE DOOR VIEW A"— A" SHOWN W/ OPnoNAU CORRUGATED FASTENERS, REM 130 (TYP. ALL SIOEURE TO DOORJAMB CONNECTIONS) SIDELRE NOTES: 1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical Jamb, from the top down at 13.5" 31 ". 48.5" & 66". There are (2) at the header of 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6"X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors maybe required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANC1tOR ANCHOR M►N MIN cLEARANC�: MIN GIEARAM5.E. 1YRE fMTOi41ASONRY 70AD9ACEN7.: ::S1IF ..........ERGS `: .:.:ANCHOR ..:'. ITw TAPCON ® 1/" 4 1.1/a" 2" 4" ITW TAPCON® 3/16" 1.1/4" 3" 1.1/2" W/2X BUCK 2 O INSTALLATION O B W/1X BUCK 11 INSTALLATION ❑ ❑ DETAIL "6" DETAIL "2" W/2X BUCK 2 INSTALLATION W/iX BUCK INSTALLATION 12 1 C i DETAIL " 1 " N O B „ „ N ^ Z 1 C OATS: 2121112 SCAM N.T.S. DWG. BY: JK 1 Cwt sY: LFS „ ORAWWG No.: DETAIL "4 FL-15225.2-68 SHE. 3 OF 6 ��I4 :� L 1L 1 3" 3" 7" 3" H 'I I II 11 I II I I II SEE NOTE 3II II _ SHEET 3 II SEE DETAIL "3" _ II I ASTRAGAL II MULLION _ SHOWN FOR II SHOWN FOR REFERENCE II REFERENCE _ ONLY II 16 II 16 II 16 _ 12 5 II 5 II II II _ VIEW "C"—"C" DOUBLE DOOR W/SIOELITES IN 2n oN PAIRS 30 YP. T �4,.---A T q W/2X BUCK I SEE DETAIL INSTALLATION J§ "3" INSTALLATION W/1X BUCK o TYP. HEAD Urn S ASTRAGAL & JAMBS — iy — SHOWN FOF REFERENCE ONLf "AA" 3 F, 6„ 2X BUCK A >c ^ ALLATION 1X BUCK g 'ALLATION46 o HEAD & — p JAMBS r tn U N•• wn� \ a o=d P z goci n N > \V N �LO 9CW a ° a� maw d: ma� m E `o z SEE — I 1 II 0 ��-d DETAIL "4' ¢ rn o II SEE DETAIL 16 II 16 o I w� o\ — II — + 5 II 5 L II i VIEW "E"—"E" DOUBLE DOOR VIEW "A' —"A' SHOWN W/ OPTIONAL CORRUGATED FASTENERS. ITEM 130 (M. ALL SMELITE TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1&--@ W/2X BUCK Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1, 10 x 3 4' LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH W000 SCREW STEEL 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4"ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4"ITW PFH CONCRETE SCREW STEEL 11 3 16" ITW PFH CONCRETE SCREW STEEL 12 1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1/4 PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL INSTALLATION 3 1 0 W/1X BUCK 11 DETAIL "1" INSTALLATION DETAIL "3" B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME 4 AS SHOWN. 1 C 1 DETAIL "4AIL "4" DATE 2121112 i SCALE: N.T.S. DWG. BY: JK CH(. erc: LFS 3 DRAYANG NO.: D N FL-15225.2-68 sNEEr 4 OF 6 P RACients\Therma Tru PERMANENTVA -Florida Product Approvals\FL-15225 Cent Mark - Install Only\C - Drawings\FL-15225 (2017)\FL-15225.2dwg, 5 X Z M m lD C � g`w om m 25 MAX. ' rr,_ SHIM SPACE O >o 1.25'MIN. EMB. IP. c X O 70 9 Z M � wN O pso x � a (00 ?a per, OQ 3 m m 0.15' MIN. C-SINK 70 0.25' MAX. SHIM SPACE 1.15' MIN. _ EMB. N X � c m A_ (Cj O N 41 o= a to ICY t" .25" MAX. SHIM SPACE � 1.1SMIN.� EMB. 1.25" MIN. EMB. TYP. ```t1111IIII ��. G No.43409 September 21, 2017 tN, o ch I g I � M ,1" N y N —. N PRODUCT: iHERMA—TRU FIBERGLASS DOOR Documenm Prepared W. -) .•• � Lyndon F. Schmidt "i .2......%' P.E. No. 43409 �iui��.G`` BUILDING CONSULTANTS �IIN�j1`,` P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 2 9 21 17 UPDATE TO 6TH ED. 2017 FBC LFS PART OR ASSEMBLY: HORIZONTAL &VERTICAL CROSS SECTIONS 1 9 01 14 UPDATE TO 2014 FBC LFS NO DATE By REVISIONS R1Clients\Therma Tru PERMANENT\A - Florida Product Appmvals\FL-15225 Cert Mark - install Oni \C - Drawings\FL-15225 (2017)\FL-15225.2.dwg, 6 1-1/4" MIN. EMB. (TYP.) Z M O A 1-1/4" MIN. EMB. (TYP.) Mo 1" O A m 7D O 7D 2 qNO 1-1/4" MIN. EMB. 1-1/4" MIN. EMB. (TYP.) 2 � _ O A Z M A O M M` z M 1-1/4" MIN. M m EMB. (TYP.) m o M 22 O G s M e 0Orn coo �. 0 70 N mm X c: O rn Mj yf'laci A C'SINK 11flg7j z `Attu N .`.�` F SCHIyj� �•,, .� v..;jcPa,@� ' w 1-1/4" MIN. EMB. (TYP.) � No. 43409 Seplember21.2017 Z rI- $ PRODUCT: Docnm-A. Pravoled �OitO1 ti4yrdon F. SchmidtHERMA-iRU � •:C•'J• m FIBERGLASS DOOR �-••• P.E. No. 43409 �,7SS�O1Y''A11````�� h N 2 w 2 9 21 17 UPDATE TO 6TH ED. 2017 FHC LFS PART OR ASSEMBLY: o N y -• BUILDING CONSULTANTS, IN�. 1W 1 9/01 14 UPDATE TO '2014 FBC LFS la, w to N VERTICAL P.O. Box 230, Volrico, FL 33595 DATE BY a)NO CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS Co_ FBPE C.A. No. 9813 02012 R.W. BUILDING CONSULTANT6 INC.