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Home My WebLink AboutRevisions; Door Product ApprovalOFFICE USE ONLY: 1w DATE FILED • 01 /27/2021 REVISION FEE: PERMIT # 2002-0673 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 7602 ROBERTS RD , FORT PIERCE, FL 34951 DETAILED DESCRIPTION OF PROJECT REVISIONS: Door product approval CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OVVNER/BUILDER INFORMATION: NAME: DARLENE A SASSI ST. LUCIE CO CERT. #: FAX: ZIP: ADDRESS: 7602 ROBERTS RD CITY: FORT PIERCE STATE: FL ZIP: 34951 PHONE (DAYTIME: (772) 464-9191 FAX: SASS1760@AOL.COM ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC. 9123109 Revised 06130/17 STATE: VISION ZIP: FAX: FILE COPY c9 0 CD I w 0 ri co LLLJ� w°'VV W _ W G J V V/ kiw Do0 la -?'Ar !,'� e FRONT ELEVATION = 71.44" t = 0.03" 57.56" ` t = 0.03 t = 0.03" �. t �203§,� = 92.25" t = 0.03" 1,1 h1i 11 Ai. Y4) E I I. ALL MATERIAL AND WGIMMAMW SHALL. COWORN THE REQLWEkEHTS OF THIS LA7ES7 It;rVGON # k4rVt'WTXKAL 2LXD ICI CODE 203 AND THE FLOP.F]A BULDIHC COOS 207. DESIGN ACC,OR & TO A.S SMD--i2, MRT14 AVV..r&-4 SprCIACA M FOR THE OESlCN &r C0LD-FDPMW STEEL S-r MEWSERS, AND WITH ANWASCF 7-10. 2. NO LOADS OTHER TFHAN TMSE CIVEN UNDER DATA' SON pi4LL BE bVIOSED ON THE IS :. SPEC:iC NO'FS'AND-DE'TA&S SHDUVN ON THDMIA1 SHALL TAKE PAECEOEFICE OVER THE BADOCUP 4. TK SUILIMG. NCLUDM THE FOUNDATION, MUST BI CONSTRUCTED W VIRICT ACCOFbAjCE 'WI]`ri THE DR, AND ERECTiON WSTREiCTiM. ANY OcVIATK i. kftE.S APFROVED BY US IN WRIIM, SHALL NLQ16"7 uUR M..TIFHCATE AND SEAL AM 4tut E:E T3IE '41LE RESPONSKXITY OF TEE ERECFbk S- A PROFESSIONAL ETv'VOW". ��KDal I+I RL IATIED W EP.E SITE RaPECTIONS ARE WARRAH IL'U. t, W AkCH PAWL WAY BE CU'I OR wOW g IH Lg&ESS "; I ❑ ACCOMMODATE Art ACCESSORY FF:IIrSIH•0 BY 7 SiAWW,M.I LWR Hi ACCORDANX WRHI ITS Ild-,rp. 1CT3C AMiCAi Ilir.11P.AWNC. 7- UNU M :f I-,MTA INXI I ROM MS SULDNC TO Mi'Y TALLER HOH.M. IAr,I Hit THE SWLLER Of ;,[H I EL- . AND 6 TUM THL HEIGHT II:'TE ORE, FOLIN6DATiON NDTES NOTE: THE FOUNDATION (d THE 0PA9HNG Sd'El 6 H D MINMLU REOLMIENW-5. i.00AL BUI LWD CODE ANIF `..t 00"T*Z HAY REQUIRE A STROWEP FoUm.4.1ml. 04CH MST BE DEWWr. BY A LCC& EHC,B+EEHL 1. THE FO"HAIOATM SHALL ISE FOOlNOED ON HATIA'AL WMTURSED SOH. CAPABLE OF SAFELY SUSTAII O L900 p:;L THIS SHALL BE OESGfa£O TO FLLS.Y RESIST ILL ROTATIM Ai THE BASE OF TIE ARCHL 2. SLAB ON GRADE SHAL, K PLACED ON WELL COMPA SOIL CAPABLE OF SUSTARIW— 1500 P,f V"H0uT APPRECIABLE SETTLEWNT. DESIGN DA i A (MATERIALS) i CONCRETE F'c - 2WO PSI u 28 DAYS, ^Lj 2- RDWORCM STM CRADE 40. Fy :. 40 KSI. ASTW . 2. W-W-P- Fy - M M ASTY ArA4. •t_ W.W.9- 6 : E - 4'1.4 z WL3 ARCH DATA 24" Florida Building Code Online Page 1 of 2 ikrokssionaf ---- BCIS Home Log In I User Registration I Hot Topic Submit Surcharge Stats & Facts Publications I , Contact Us I , BCIS Site Map Links Search �. �orida Product Approval USER: Public User E . � Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12111-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived ❑ Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (330) 763-8121 dwayne_kornish@overheaddoor.com Authorized Signature Dor Gamliel dor gamliel@overheaddoor.com Technical Representative Dor Gamliel Address/Phone/Email 2501 South State Highway TX-121 Business Suite 200 Lewisville, TX 75067 (800) 929-3667 dor_gamliel@overheaddoor.com Quality Assurance Representative William Melia Address/Phone/Email Overhead Door Corporation 23 Industrial Park Road Lewistown, PA 17044 (717) 247-3310 William_Melia@overheaddoor.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies 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 John E. Scates, PE the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2026 Validated By Kurt Dietrich PE 9 Validation Checklist - Hardcopy Received Certificate of Independence FL12111 R8 COI Cert of Ind Scates 2020 OHD s.odf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2017 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2f... 1 /27/2021 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/23/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Number or Name Description 12111.1 770 Series Rolling Sheet Door Drawing 220177 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12111 R8 II 220177 RevD s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 20psf, 26psf, 31psf, and 36psf. FL12111 R8 AE Eval Reot OHD 770 790 s.Ddf See installation instructions for details. Created by Independent Third Party: Yes 12111.2 790 Series Rolling Sheet Door Drawing 220185 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12111 R8 II 220185 RevC s.(Ldf Approved for use outside HVHZ: Yes Verifed By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 22psf, 26psf, 31psf, 36psf and FL12111 R8 AE Eval Reot OHD 770 790 s.pdf 41psf. See installation Instructions for details. Created by Independent Third Party: Yes Back Naxt Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyriaht 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 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 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 available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® .. ® EChTd M Credit• qafe S�CUI l 7117itICI* https://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquk24AUC%2f... 1 /27/2021 REVIISIONS .625 -�- 1.25 EN REV DESCRIPTION DATE APPROVAL D NOTES 500014 A REVISE PER ER 2 13 09 JMP 1. DESIGNED AND TESTED IN ACCORDANCE WITH 8. JAMB CONSTRUCTIOq AND DESIGN BY OTHERS. JAMBS MUST BE', DESIGNED 500117 B REVISE PER ER 7 2 09 MS FLORIDA BLDG CODE AND INTERNATIONAL BLDG CODE. TO WITHSTAND THE MAXIMUM MOMENT, NORMAL, AND PARALLEL FORCES I 1.29 503253 C REVISE PER ER 4 11 16 TB 2. _ SPACING IS THE CENTER TO CENTER DIMENSION. BOTTOM FASTENER IMPOSED ON THEM BY THE DOOR, AS LISTED BELOW: WITHIN 6 INCHES OF FLOOR. GUIDE 1: NORMAL= 186 LBS/FT OF DOOR HEIGHT ALUMINUM 0.265 3. PRESSURES LISTED AS ±DESIGN PSF. PARALLEL = 356 LBS/FT OF DOOR HEIGHT EXTRUSION 1.50 X 1.50 X .125 2 PLCS N STEEL 4. CONCRETE JAMBS SHALL BE 3000 PSI CONCRETE MINIMUM.; ANGLE GUIDE 2: NORMAL= 248 LBS/FT OF DOOR HEIGHT e ��GE' 5. WOOD JAMBS SHALL BE SOUTHERN PINE (SP. GR.=0.55) MINIMUM. ' • D PARALLEL 646 LBS/FT OF DOOR HEIGHT 2.72 6. APPROVED CONCRETE ANCHORS: TAPCONPLUS, HILTI KWIKBOLT 3 $° 7 �• 9. 1 /4" GRADE 2 BOLTS SPACED 9" O.C. MAY BE USED IN LIEU PVC 1 ; ill, OR EQUIVALENT. 1WEATHERSEAL _L OF SPOT WELDING 50 7. STEEL GAUGE THICKNESSES PER DASMA TDS#154. 62 ; STATEOF 2.36 q�.. •,�i oko WINDLOCK DETAIL RLo1 � N 1.19 ' �-+-` 1.75 BOTTOM BAR .DETAIL THREE WINDLKS PER FOOT HEIGHT P/N 220018 P 220130 NORMAL `-=' NORMAL g FORCE 2 FASTENER FORCE (- /L) >LOCATION 2.33 (-W/L) SPOTI WELD 9" O.C. NORMAL NORMAL [FASTENER C FORCE .- PARALLEL FORCE . - PARALLEL (,%LOCATION (+W/L) LL FORCE (+W/L) FORCE (±W/L) (±W/L) 2.94 2.94 SECTION A -A GUIDE 1 SECTION A -A (ROTATED) GUIDE 2 STEEL JAMB UP TO 14' WIDE OPENING ( S INF)IQATE6� JN d'14APT DL� _ pE ' VIDE DEEP GUIDE (14 GA) ASSY DETAIL DWG# 220186 (I4 GA) W/WALL ANGLE (1 .33 DWG# 220186 MASONRY/WOOD JAMBS " 1 x 2.75 x 11 GA) ASSY, DETAIL _ i "v-' ALL 'SIZES ":. mr CURTAIN (STEEL JAMB SHOWN) STEEL JAMBS 14 -1 TO 20 -b WIDE OPENING (STEEL JAMB SHOWN) 20' 0" MAX OPENING WIDTH 8 7 M '11111161 „A" 1 16' 0" MAX OPENING HEIGHT 59A" -28 GA APPROX. 191, 4.064 CURTAIN DETAIL P/N 220000 JOHN E. SCATES, P.E. 3121 FAIRGATE FL PE #51737 CARROLLTON, TX 75007 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS FL # 12111 Digitally signed by John E. Scates, P.E. Date: 2020.09.01 19:14:02-05'00' da�A Imo'(' NI IONSa+' ;a';. JAMB AND FASTENE%:. S1 1J4"-20 SELF DRILLING SCREW 12" SPACING JAMB STEEL 14 GA THICK -MIN. S2 1/4"-_20'SELF DRILLING SCREW 12" SPACING _ JAMB STEEL 12 GA THICK MIN. S3 14'-20 SELF DRILLING SCREW 6" SPACING JAMB--• STEEL 12 GA THICK MIN. C1 1/4" TAPCONPLUS, 1.75" EMBED 12" SPACING C2 1/4" TAPCONPLUS, 1.75" EMBED 6" SPACING C3 318" TAPCONPLUS, 2.5" EMBED 12" SPACING C4 3/8" HILT] KWIKBOLT 3, 3" EMBED 12" SPACING W1 1/4" X2.5" LAG SCREW 12" SPACING W2 3/8" X 2.5" LAG SCREW 12" SPACING W 3 3/8" X 2.5" LAG SCREW 6" SPACING �J C A DRAWINGS AND ALL OTHER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF OVERHEAD DOOR CORPORATION AND ITS AFFILIATED COMPANIES. THIS DRAWING AND RMATION, IN WHOLE OR IN PART, MAY NOT BE COPIED IN ANY MANNER OR DISCLOSED To ANYONE WITHOUT THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION. NO DISCLOSURE OF ANY HIS DRAWING OR INFORMATION IS INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT FOR ANY PURPOSE WITHOUT THE SPECIFIC WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION. THIRD ANGLE PROJECTION TOLERANCES UNLESS OTHERWISE SPECIFIED FINISH NAME DATE DRAWING TITLE: £ ®EA® ®®®� TEXASS DRAWN BY: w WHOLE NUMBERS: t.25 WINDLOAD, 790 CW, X # .1 NONE ± ® G FINERAN 8/19/04 XX ± .03 UNIT OF MATERIAL, CHECKED BY: -F/-22 PSF THRU +/-41 PSF w ASME Y14.100 AND Y14.5 a APPLY, UNLESS OTHERWISE .XXX ± .010 MEASURE C BLUME 9/10/04 owwlNc 1 SPECIFIED DIMENSIONS AR G - N/A APPROVED BY: - NUMBER 1D - 2 2 0 1 8 5 IN U.S. CUSTOMARY UNITS. ANGLES: ± 1� EF DWG USED ON HOLES: ± EACH L KRUPKE 9/10/04 scZL : NONE SHEET 1 of 1 g 4 1 3 2 1 1