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HomeMy WebLinkAboutRevision: 'OFFICE USE ONLY: DATE FILED: 1 1 Q' REVISION FEE: • �3 LOCATION/SITE ADDRESS: r PERMIT # 00 11 d1 ' 4 °A 0 1 RECEIPT # 431 d 1 PLANNING &. DEVELOPMENT SER` BUILDING & CODE REGULATION DIVIS 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT A PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: _ CONTRACTOR INFORMATION: STATE of FL REG:/CERT. #: BUSINESSNAME: QUALIFIERS NAME: ADDRESS: 11 \ Sty 3 �- CITY: t M k-wA m , STATE: PHONE (DAYTIME): gO5- 2 CP - -3 OWNER/BUILDER INFORMATION: NAME: N V \ ' ADDRESS: 5 V C CITY: - 1M t PHONE (DAYTIME: RECEIVED SEP 12 2018 ST. Lucie County, Permitting �C) ST. LUCIE CO CERT. #: FAX: ZIP: ARCHITECT/ENGINEER INFORMATION: NAME: • ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC.9123109 Revised 06130117 i � ►, l`� `' `ate i1 REVISION v GdUNTT- RECEIVED SEP 12 2018 ST. Lucie County, Permitting DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard I Mason, OH 45040 O' 8T, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI N E PEVIrWED BY WE PLAN i�MIT ON NO INS@WN8W16&rK II*M08 T (786) 315-2590 F (786) 315-2599 www.miamidade.aw/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" Thick EPS Insulated Steel Sectional Garage Door up to 9'-0" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No.101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if appiicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County", Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0225.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0731 .01 MM4DAUECOUNTY Expiration Date: September 20, 2018 Approval Date: September 28, 2017 gyp a3z'F.i F . y r1 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA #15-0225.06" 1. Drawing No.101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 09-0929.10" 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and sealed by David W. Johnson,P.E. "Submitted under NOA # 07-0807.14" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, 2) Large Missile Impact Test, per FBC TAS 201, 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No. ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted under NOA # 07-0807.14" 1. Anchoring calculations, prepared by CIopay Building Products Company, dated 07/30/2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. - Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" 1. Tensile Test, per ASTM E8, Reports No. HETI-06-T604/605/606, prepared by Hurricane Engineering & Testing, Inc., dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B 117, Report No. 30160-04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D 1929, Report No. 3082959-500, prepared by Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS "Submitted under NOA #15-0225.06" 1. Statement letter of code conformance with the 2010 and the 5' edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay Building Products Company, dated 07/06/2012, signed and sealed by Scott ilton, P.E. "Submitted under NOA # 12-0710.06" of ZZfZ°l� Carlos M. Utrera, P.E. Product Control Examiner NOA No.17-0731.01 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 E -1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E.. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 51 Edition (2014) and 61 Edition (2017) FBC issued by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott Hamilton, P.E. 2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith Owen. Oq1Z2�2017 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0731.01 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 E -2 31tM DMXM HMO 3HL SV lad SW lWM M QillO9a u3 3%ld= N ISNW - Sittot 3kIa90 a3INn M Nsmtrn At AMl NHa 3 ON W nDllel Mad MOMS •a M3%(V"W ZLa _ Au aTl'l.-s_t•3_1-1•r".•OJtltcr_Scc=J1©C�[>zn1l(m7::fR4taadaI) �t�F: '�•;i.,rc.:Td:tF-,-�yIflt�clrlt•Jlcta: m^-."a7l'EI� ,'�2 T1�a Was"lt+:7c� e.�'cra1m� liki-J•s'T.s�'7R1 L3_Ld7I3WmUL1g[ftl�'— (77[a) ^fi7":iT'��_ aim �dt�ttSGYF�i ��ittkom��h•� .Jr.•�•L�•���y"l.i ! ��I:EPIS �TiiGLt=ILIP] ,iIt! 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St3N0VNe )Drat '(KxFI A OL 305 aid SL3OOID 7WAL •13XNM NNE MM AW M zpz/l-z' epos Bu .o sauuaas TSDmo miw 3HollO eaa eplLald 041 43IM BUJAJ oo se aimmai ! ibnaOMd 1 ax olleJa3H MUMS xau LL S O[ A9I i w Lot 11 : NJNDDHON 3'1BJIW 13XNae dal alrl 1. t XNat T31ts nTn S u,ae IOrat .11AMIll w lam "ul TON MOM at ®OruY Nadu WM='\ I , 1Mm m am Z/1-l;Dl/S W x19 emm o: OL asalStl HM 11TOtl9 0 TL3L5 'Alfa b ]aw W11 ,9 NWJ SImOa / 1 PZiT3 bm Oaln¢aY awtmuml .am ao xrwrwv a(oa A13 NN LL9 a Laocmm XMLL 7NMZIWN 6 .6LST HL .E,VT e .(Lill U .9.31 "mNd 3ONa INDO ellffiliari Wm lO ZZ 1 FM '19 -lWH OITH Olrt L .E.21 al .G,oT llSlali •N{NS amLam 'wn Ya LZ I I IOat IaCf 9 .9.01 ILL6 mmw mm :NM 'NIN vo lz s .6.8 m .Elt mwd 039VN J WHS KMaoudoca TW YJ iz Y N — — 11 ALL ELL dl iNaa a " JaONS NOLs tla9ntXl 1a L OOLe 9 Oorli S O 33S MIIAWO530 11 1 a3TM140 IMMH M= Z 3lGVl ( 319tl1 .aM v3MN H01NY= 30 30303aM JNQS®1 I:IYw Ds13T3 , A. 9/L3 '(Sa® 11�IC0) HNI6 d N=JOI aap , pI� � smm j„ U�r'� ma vuun r,. 09 Knl �B HiD de°�s .0-,e - H101e.UM-' ssaa {>Drafl V0! 9•e amwas eote >af/DN laLs Vd000/ w aorY m a3Navdr Nr •3ttinns - Nda130 NOOJ3/d 9 mQrb LO!0 YA10E m1-31LL�l-DaN 9O OOlms) IlmlZS dal lraffi N al�rO _ JNO56I�HOIg1 d0 1Otl Sam •lttlPOdO ® Y` 'NOo om 3" HMS lY ROM Nallee ow dot 3m lr anwt 3W =VrW 1JmCSW1NM Mai 3MM 1W IMUS 001-T-OaL 03OWd RM 01 03M" 9.31YH HWM 'E= UMNXM KM Leta'➢ 9L069 0069 99 19 99 O WW H RFcfiv� `D OCT 1 g 701,7 2si- T �A-, rce�,�s 'fTA-D C� '1''CG l ��-, CSsa-rn kL loe 4�1'ii PG p cl I r\j File Copy RECEIVED OCT 18 2017 ` M I A M I -MODE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Best Rolling Doors, Inc. 9780 NW 791 Avenue Hialeah Gardens, FL 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIl'TION: Model S10-6565 30'-4 %11 Wide Steel Roll -up Door APPROVAL DOCUMENT: Drawing No. 6565 2009, titled "Model S10-6565", sheets 1 through 3 of 3, last revision dated February 25, 2015, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H. Dixon, Jr., P.E., on March 20, 2015, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: Roll -up mechanism is not part of this approval. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #12-0124.10 and consists of this page 1, evidence submitted pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMauaue CouNTY NOA No. I4-1006.06 .. E , Expiration Date: 01/27/2020 gjaFfle Coiff hi, ho /s Approval Date: 05/14/2015 Best Rolline Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing. No. 6565 2009, titled "Model S10-6565", sheets 1 through 3 of 3, dated 04/06/2009, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H. Dixon, Jr., P.E. B. TESTS "Submitted under NOA # 09-1103.05" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact -Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM A370-05, Along with marked -up drawings and installation diagram of Model S 10-6565 Steel Garage Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL # 5589, dated 01/13/2009, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS "Submitted under NOA # 09-1103.05" 1. Calculations for attachment of "C" channel guide to steel or concrete jamb, dated 07/23/2009, prepared, signed and sealed by Joseph H. Dixon, Jr., P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/17. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, dated 01/03/2012, signed and sealed by Joseph H. Dixon, Jr., P.E. "Submitted under NOA # 09-1103.05" 2. Statement letter of no financial interest, dated 10/16/2009, signed and sealed by Joseph H. Dixon, Jr., P.E. r d-. 94 :::: � �- Ferny A. MaIcar, P.E., M.S. Product Control Unit Supervisor NOA No.14-1006.06 Expiration Date: 01/27/2020 Approval Date: 05/14/2015 E -1 Best Rolling Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NEW INFORMATION SUBMITTED A. DRAWINGS 1. Drawing No. 6S6S 2009, titled "Model S10-6565 ", sheets 1 through 3 of 3, last br revision dated Feuary 25, 2015, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H. Dixon, Jr., P. E., on March 20, 2015. B. TESTS 1. .None. C. CALCULATIONS "Submitted under NOA # 09-1103.05" 1. Calculations for attachment of "C" channel guide to steel or concrete jamb, dated 0211512015, prepared, signed and sealed by Joseph H. Dixon, Jr., P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2014 FBC, dated 0312012015, signed and sealed by Joseph H. Dixon, Jr., P.E. H y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No.14-1006.06 Expiration Date: 01/27/2020 Approval Date: 05/14/2015 E -2 ►I 304 WCLEAROPENING WIDTH(...) It COILSIDE ELEVATION SIDE ELEVATION A aNi 6Y/ anT a1R �arty� JR f IT m WINDLOCKS-DETAIL 4O tTNLre 1I6M3z wu'carm WB ��� PNEIB a. GENERALNQU& I•THE ROLL UP DOOR SHOWN ON THIS PRODUCT APPROVALDOCUMENT HAS BEEN DESIGNED INACCORDANCE VMH THE FLORIDABUILDINGCODE, LATEST EDITION. AS no r1 AWiGE MISSILE IMPACT RESISTANT SYSTEAL a � THE ROLL -UP DOOR RATING FOR THE DESIGN WND PRESURIE, IMPACTAND FATIGUE °o LeLTxOtSe RESISTANCE HAS BEEN VERIFIED IN ACCORDANCEYNTH THE TEST PROTOCAIS FOR HIGHVF 111 HUARICANE ZONES, B1, TA&20267AS•200. DESIGN PRE6SURERATRIM 405.0..60.O PSF PLAIN eINSULATED TO BE AS.TMAd6GR60 STRUCTURAL RA JQUALITY LLTYSTEEL A9NFYFLKai AND G-a0 GAVAN171N0 PERASSJLA653.ORA-L000 6FRIES STAPSESBSTE FLAT SLAT —DETAILS MANUFACTURED WRIIAMINIMUM YIELD STRENGTH OPFY-00KSL 3• WINDLOW 11 GA RATED STEEL ASTM A-1011 4-ALL RIVETS TO BEAL&L 1006 STEEL. CADMIUM PLATED. STAINLESS STEEL OR21NC GUIDE RAIL PLATED W/FY-37MO PSI. 6• INSULATION MATFJTUL SHALL BE EPS-0WANDED POLYSTYRENE INSULATION 33 MANUFACTURED DYDYPLAST PRODUCTS LLC COMPANY. DADECOURY NOTICE OF ACDEPTANCE011-0920A7 & DOOR MAY OE INSTALLED ON THE INSIDE OR OUTSIDE OFAN MMOR WALL. DOOR IMPACTED ON BOTH DID_ 7. Guam DETAILS CAN BE USED MANY COMBINATION. B. COLD FORMED 81MGUIDE TO HAVE MINIMUM Y1 W STRENGTH OF 5GKSL 9• CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF TdW PRODUCT BASED ON THIS PRODUCTAPPROVALDOCUMENLTHE CONTRACTOR SHAU.ENSURE THAT THE WALLCAN SUPPORT THE JAMB FORCES INDICATE ON7W9 DOCUMENT. CONSTRUCTION SAFE7YAT CITE 19 THE CONTRACTORS RESPONSIBILITY. a 3 BOTTOM SLAT ELEVATION -DETAIL 1O BOTTOM SLAT BOTTOM SLAT —DETAIL ti,2] `` 1111111 /ENG.NAME JOSFPH RDU(ON JR P.E. \11 11 DARE COUNTY APPROVAL R.7760 `,y�Q�{H. DIX01gl7 La1aHE6Mon01FlmdaBWO gCode N a �In�aFlau, �0,; ��CENg�'�;yv��iy� 6at7R STEEL6y-0DOO� Model S10-6565 1. * i No. 77®S i STATE OF 2 . ORI �, BEST ROLLING DOOR, INC. oRAWNer DRAWN No `�• Opp N.W.781AAVENUE B'D' BSGUCUB-02 / HIALEAH GARDENS, FLCPo11A33010 REMED. / PIL30669"550 FA)LSO46069662 OW26116 SHEET i OF I1 xwS.bOsldaorJta EXISTING STEEL STRUCTURE REQUIRED 1.260' A9frr�aal p�`NWv O11tar..mSt WINDLOCICAT EVERY OTHER) SLAT INCWDMG BOTTOM SLAT B Wmom.dar Nflencr N I a4 1q 10a PNpNroabOraR r 4• 6 lO ©CHAlIEL OUmE( •7 aawueume-enrA'0' 1 618 r-1 SEE SCHEDULE /i �HANNEL GUIDE (COnL) STEELJAMB'E' MASONRYJAMB`P ANCHORAGE TO JAMB SCHEDULE, 24 GAUGE DOOR OPENING SUP eachANCHORSTOCONCRETEJAMB FIELD VVELD TO STEEL JAMB WALLANGLETHICKNESS WIDTH end /e=40DO b—d m mbueomxaTa Ihklmeaa: 3118• 6r50 F =50kd 1n NAI le to emb ChemRl Gedo Cnartnel Gdae WE Kwik Fall Plug View Rug Weld dI.....kdn,efiI.aPsch, Wa9Atgle to Jamb Ctlarclel to Wail A EGdda v.d I.GrWe 3V4-112• 150 Sta'x4'006W .a 518-dia.x31161 6WdI0.K3n8• afr 318' ®6Wo.d. ®10'aa 251-0' 150 6A'x4•®9W— 5/8'6a. x 3116' 5/B'S-311fi' 5116• 5116• ®6•aa @Ir..a 29-0' 150 fi1B'x4•®13 Wd.a 6I8•dlax311W S18'dl—Stly IN, 1W ®12'o.m ®14'— 16-0' 1A0 616•x4'0916'on 610•dla.:3116• Wdia.x3116• IN' 114- @14'o.a ®14o.a 14'4r 0.75 S8•x4.9J16•o.a SN'me.x3116' swft.x3n8' 3116• 311W �14•o.a ®14'a. 121-V 0.50 SW.4'0 IV— 5/8'dia.x311C 6W da x 3116' 3116 WIG' ®14•o.a ®14-_ . 8'-0' 025 5Wx4'@16'= SA7'dax3110' FJB'd-3116' 3n8• 3116' @14'aa �iPo.a 44P 0.60 51B8x4.091G'aa 6B'Ao.x3116• We•d'm.x3118• 3116' 3116• ®14'o.a ®14•a.6 1. Reler W Faoeal2We Tm5n9 LabNobay Lab Na 5589. repro date 01113109. fatM W Sl"SSS, 18 OW.W 4-IIr opuft* UL dear, preasore•A 65 P41 2 U—monohNxed by Bari RORM Dona, ITelaah Gordem, Florida - 3. CNadaSaoa MJoseph R Dbm, Jr. P.F dated 02AS115. ome,,5..ATnS, O2Ad15md Dzn9n5 MTI KWIK BOLT S ANCHOR G�SuNERAL Ny QLES- ANCHOR SCHEDULE F A, E:OSTWG POURED 1-THE ASSEMBLY FOR THE TRACK CAN BE BOLTED ON BOTHAPPLICATIONS CONCRETE REQUIRED 'P TRAOKAND M'E•TRACK. }. DADE COUNTY APPROVALO.NMIE:J09EPHH. DUfONJA.P.6. FLnea ,g76' `\\' f \ ��' b/�L ��- O�✓ IaleetEAYm NFkulBa Bui6llnO Duda PRODUCTREVMBD ` \GEN$ ROUINGSTEELDDDR 518 SEE SCHEDULE Bda; "�°�;HNUwFlorida `�`,0�� ,r 7 F �'• F•';4 No. 7766 3941Q' (46945PSF) Model S10-6565 STARTGS•FRON BOTTOM WMULOOK AT EVFAYOTHER Aa1<pmaee No - o L'xP' ioa p,.,ry G *' *' t * STATE OF i C - .6lATINCLDDINGSCIT11ONSLAT. coma O'�'� F oR10P ? 4� ` BEST ROLLING DOOR, INC. DRAM BY DRAWN No .•� •c l` .. 9780N.W.79NAVENUE BD. a5a5�200B_02 'I / HI EAH GARDEt18.FLORIDA33018 Pit 305698J550 FAX:3056983552 0=N16 ' SHEET 2(IF 3 3 zv /,r xaWTJgsMdwus SUMMARY OF ANCHORAGE CALCULATIONS Dal Ral fag Do9a . 24gge31A0.023V new Word Load44.63 wf IT-0- 1611- 20'-0- 2510- 304H- " wide wide wide wide. wide Slip 0300 fe IJoe in 1.501. . 1.50m 1.50m cat' a iry"ree ' Pa,ftt.Wind,Plpf 103 pit 20M pif 2174 pit 3367pif 4525 pit N,avim W1KPlnf 1693 pit 2003p1f 2374pU 3367PIf 45E5 pit V. and Vy Fa— PofiliveWlnd,V1 1659pif 1943 pif 2290 pit 3271 pit 4416p1f Nevin WlN, V. 16S9 pit 1943 pif 2290 pit 3271 pit Idldplf Positive Wind, Vy 393 pit 523 pit 653 pit d15 pit 990 pV Negahe WlN,Vy 393 pit $23 pit 653 pit a15 pit 990pif CCaide.wa@d ..ad -type 87011 1170. m0. Ink. 270aa A. wad, gold,.—tl a�l4 0—a,dlvkdardy Hale d'maela Sir SA' Sid • its. La' Wed type PIPS pleb pies PI-9 P1a8 Weidmidmm5,®nf® 3116- 3M6- 3116- 3116' 3116- SPad-g IV—14-ot" 14-a9. N-oa 10-"a. a Wd4 wall gkwj-6 H"kdismewr Wddbw SPo• Sro- Pied 'pm8 SB' .PIS SIB" plan 5M- pdm Weld1hId..%ae1.-' 3116• 3116' Ind. 1116^ Sn6• Spx6d 14.9a 14-oe 12-"n a-ae, 6%." 6Gddgcm-eeendms 0—reteabaegn, fa 40WpI 4000pa 4000p61 4000 psi 4000 pal P"fahe Wad onebvt.,ifl n.Pl2Cp 467pff 747PIf 691 Rif 920 pit 1243 pit a VrevIlea, F17[p 74 pit 24 p1[ 38 pit 103 pit 253 pif shear-F371Cp 1659plf' 1943 pif 2290PIf 3271 pit Nldpit Mmeth id .sd-Iem1-,F12Cn 63d pit 747 pit 890 pit 1237 PH 1695 pit e4mpm,ba.FUCm ;=pit 1269 pit 1333plf 2072 pif 26"pit ,Lev, F)2A1 659PIf 1943 pit 3290ptf 3271 PIf 4416p1f Type aae—,Hii81 KwWB9113 Kw11c043 KwIdDm13 Kwlk Da83 KVDBo83 Diemaer sm. S1a- Sid- Sid' Vt. Embedme8i 4. 4- 4- 4- 4• Spad"g 16- 16"ma. 13 H'o.4 9%-"a. 61S.— Vx and Vy FORCES FOR VARIOUS DESIGN WIND LOADS 24 gage slat (0,02391) Design Wind Load (031) Opening Width Design Slip (in.) Vx (lb/ft) Vy (lb/ft) +501-50 1213 302 16'-O" 1 1459 402 20'-O" I Vd 1739 502 25-0" 1 'h 2501 627 30'-4%" 1.% 3389 -761 +551-55 IT-0" ''A 1362 332 16,-0" 1 1620 442 20'-0" 1 V. 1923 552 25W" 1 A 2758 690 307A %' 1 Va 3732 838 460/-60 12'.0" A 1510 -362 16''0" 1 1782 483 2W-O" 1 % 2106 603 25'-0" 1'a 3014 752 30'-4%I' 1 VS 4075 .914 +651.65 17.0" % " 1659 393 16'-0" 1 1943 323 26'-0" 1 A 2790 653 25'-0" 1 A 3271 815 304K " I 'h 4418 990 ��,%"'�µH'Dit", , ' 'k .., • '05,r'.CEN$ _ v t ADEEaOO NTYrWA&ddmOCodo R°uNDerm°°°R ENO.NAME: JDFL7168DIXON JR.P.E Model S10-6565 • : 374 12 (4BSHi3 PSF) N6. 779E A STATE OF r C ORtDA.•'- BEST ROLLING DOOR, INC. � Br DRAW] No �: •• .W.7BIA 078ONAVENUE 6565-f100_02 / SPMEAH GAROENS.F1W00A33018 REVISED: f PH.3056884550 FAM0589a3552 0=1111e SHEET 3 OF 3zo�, wwxkeam0orm ALA C A- �� s C>W ak RECEIVED AUG 2017 T i