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HomeMy WebLinkAboutNOAMAY, 6TH 2O20 PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST - # 1 14 PORT ST. LUCIE, FL 34984 (772) 785-9888 E-MAIL: PWELCHINC@AOL.COM ENGINEERING LETTER OF COMPLIANCE RE: 18704 KITTY HAWK CT FORT PIERCE, FL 34987 SERIES SGD-2500 ALUMINUM SLIDING GLASS DOOR & "BERTHA HV" ALUMINUM ACCORDION SHUTTER SYSTEM INSTALLED WITHOUT PERMIT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED THAT OUR OFFICE HAS REVIEWED THE NOA # 19-0219.1 1 SERIES SGD- 2500 ALUMINUM SLIDING GLASS DOOR AS WELL AS NOA # 20,0302.02 "BERTHA HV" ALUMINUM ACCORDION SHUTTER SYSTEM. FURTHERMORE I HAVE PERSONALLY INSPECTED THE SLIDING GLASS DOOR AND ACCORDION SHUTTER INSTALLATION AT THE ABOVE -NAMED ADDRESS AND FIND THE DOOR & SHUTTER SYSTEMS ARE IN COMPLIANCE WITH THE FLORIDA RESIDENTIAL CODE, 6TH EDITION (2017).. . FOR YOUR ATTENTION TO THIS MATTER AND IF YOU SHOULD HAVE ANY QUESTIONS OR PLEASE DO NOT HESITATE TO CONTACT OUR OFFICE. SUBM ED BY: P,4UL L""CHIfV�. PAUL W--- ,` REG. N .29945 "7?0 7 ST, Lurie Cuunty, Permitting FILE COPY SGn (��c�,tzflmaN)Qow?_ M IAM FDADE MIAMI-DADE COUNTY °® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (78G) 315-2599 NOTICE OF ACCEPTANCE (NOA Hurricane Home Protection, Inc. C�CGG'i,W �U 14932 S.W. 173`° Ter Miami, Florida 33187 MAY 21 1020 .SCOPE: FsTucie Cou_ nty, Pert 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. DESCRIPTION: " Bertha HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 17-288, titled " Bertha HV Accordion Shutter System ", sheets 1 through 28 of 28, and 15A, 28A of 28, prepared by Tilteco, Inc., dated November 09, 2017, signed and sealed by Walter A. Tillit Jr., P.E., on November 10, 2017 bearing Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MMISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-20I, TAS- 202, and TAS-203, unless otherwise noted herein. 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. TERIYHNATION 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 compy 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 thejob site at the request of the Building Official. This NOA renews NOA #17-1212.29 and consists of this page 1, evidence submitted pages E-1, E-1 E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makaar, M.S., P.E. MIAMIDADECOUNTY O j(/�/�y.. Expiration Date: 04�1y O Approval Date: 04/23/2020 o¢l Z3A0 Page 1 Hurricane Home Protection, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0317.05 A. DRAWINGS 1. Drawing No. 10-028, tilled " Bertha HV Accordion Shutter System ", sheets 1 through 28 of 28, prepared by Tilteco, Inc., dated March 3, 2010, signed and sealed by Walter A. TillitJr., P.E., on March 05, 2010. B. TESTS 1. See Association's generic approval under 09-0436. C. CALCUL•ATIONS 1. See Association's generic approval under 09-0436. D. QUALITY ASSURANCE 1. By r+iliarni-Dade County Building Code Compliance Office. E. 'MATERIAL CERTIFICATIONS 1. See Association's generic approval under 09-0436. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated 03104110, certiryingThis product to meet the criteria ofproduct tested and approved, and allowing Hurricane Home Protection, Inc. to use the test results approved under Miami Dade County Approval No. 09-0436, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Hurricane Home Protection, Inc., dated Februay 23, 2016, signed by Domingo C'espedes. 3. Letter by Tilteco Inc., dated 031151io, signed and sealed by Mr. Walter A. Tillit, Jr., P. E., certifying that the drawing (No. 10-028) prepared for Hurricane Home Protection, Inc. is engineering wise identical to ASSA's generic drawing (# 09-033). 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0309.08 A. DRAWINGS 1. Drawing No. 12-061, titled " Bertha HV Accordion Shutter System ", sheets I through 28 of 28, and 28A of 28, prepared by Tilteco, Inc., dated March 3, 2012, signed and sealed by Walter A. Tillit Jr., P. E., on March 06, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under I1-1676. 114"I'l d.1'll r r;;'Helmy A. Makar, M.S., P.E. Product Control Section Supervisor NOA No. 20-0302.02 Expiration Date: 04/28/2025 Approval Date: 04/23/2020 E-1 Hurricane Home Protection, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated 03/06,'12, certifying this product to meet the criteria ofproduct tested and approved, and allowing Hurricane Home Protection, Inc. to use the test results approved under Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Hurricane Home Protection, Inc.. dated _Lfarch 06. 2012, signed by Domingo Cespedes. 3. Letter by Tilteco Inc., dated 03106112, signed and sealed by Mr. IT`alter A. Tillit, Jr., P.E., certifying that the drawing (No. 12-061), prepared for Hurricane Home Protection, Inc. is engineering wise identical to ASSA's generic drawing 11-111. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 915-0414.15 A. DR4WIlArGS 1. None. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated April 09, 2015, certifying this product to meet the criteria of product tested and approved.. and allowing Hurricane Home Protection, Inc. to use the test results approved under Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Hurricane Home Protection, Inc., dated April 09, 2015, signed by Domingo Cespedes. ,;Melmy A. Makar, M.S., P.E. Product Control Section Supervisor NOA No. 20-0302.02 Expiration Date: 04/282025 Approval Date: 0423/2020 E-2 Hurricane Home Protection, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Letter by Tilteco Inc., dated April 08, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 12-061) prepared for Hurricane Home Protection, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-I11). 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 417-1212.29 A. DRAWINGS 1. Drawing No. 17-288, titled " Bertha HV Accordion Shutter System ", sheets 1 through 28 of 28, and 1 SA, 28A of 28, prepared by Tilteco, Inc., dated November 09, 2017, signed and sealed by Walter A. Tillit Jr., P.E., on November 10, 2017. B. TESTS 1. See Association's generic approval under 18-0097. C. CALCULATIONS .1. See Association's generic approval under 18-0097. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 18-0097. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated November 30, 2017, certifying this product to meet the criteria of product tested and approved, and allowing Hurricane Home Protection, Inc. to use the test results approved under Miami Dade County Approval No. 18-0097, signed by Ms. Monica Rodriguez. 2. Acknowledgment letter by Hurricane Home Protection, Inc., dated -November 09, 2017, signed by Domingo Cespedes. 3. Letter by Tilteco Inc., dated November 09, 2017, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 17-288) prepared for Hurricane Home Protection, Inc. is in compliance with FBC, 2017 Edition. elmy A. ark M.S., P.E. Prodliet Control Section Supervisor NOA No. 20-0302.02 Expiration Date: 04/28/2025 Approval Date: 0423/2020 E-3 Hurricane Home Protection, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 18-0097. C. CALCULATIONS 1. See Association's generic approval under 1870097. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 18-0097. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated February 17, 2020, certifying this produce to meet the criteria ofproduct tested and approved, and allowing Hurricane Home Protection, Inc. to use the test results approved under Miami Dade County Approval No. 18-0097, signed by Ms. Monica Rodriguez. 2. Acknowledgment letter by Hurricane Home Protection, Inc., dated February 14, 2020, signed by Domingo Cespedes. 3. Letter by Tilteco Inc., dated February 14, 2020, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 17-288) prepared for Hurricane Home Protection, Inc. is in compliance with FBC, 2017 Edition. "- I/ ✓1� -/ elmy A. Makar, M.S., P.E. Product Control Section Supervisor NOA No. 20-0302.02 Expiration Date: 04/28/2025 Approval Date: 04123/2020 E-4 1. OEmIN REV. ACCCIUMBI SHEER SYSTEM WIMI ON THIS PRODUCT M ILRION DOCUMENT (RED.) HAS BEEN VSWRD FOR C¢I!UMS& IN ACCORDANCE Nml HE 2017 (SO, MONCIN) OF THE FLMNS CULD.0 CRAG MEDIA HIND MASS SW1L DC OLTERMIN E0 AS PER SECTMN $520 OF THE A MENTIONED CODE. MR A IMEC INHO SPEED REUURED DV INC JURISDICTION WHERE WHATNOT WJL OE H64WID WITH A ONCCROIWIIY FACTOR KG•0.85. BEING ASCC 7-10 WO SNAIL, Not EACCED ME NAkWIRU (A50.) DOWNS PRESSURE RATNCS INCRANO OR SETTS 12 HAD 19, 25. 26. 25 G 2O4 N ORMOR 70 VtlIDY TREE MINE CONSIDER. ULTIMATE ORION WHO WADS DETERMINED FBI ASCE 2-10 5)WL RE FIRST REDUCED TO AiE MFGN VAAD LOADS BY MNRIIPLDIL TRIM BY OA IN CROER 70 NMPA'k THERE R/ ACM', LASD) DESIGN P ESSYRE HANKS INRCRATED ON •MUS 12 1HRU 17, 25, 26, 28 k 28A 01 Mt. TO ITUROT RAT NICHN6 ON THIS PEE- AS TESTED, WERE tRR OhR51Rf55E0, A 83 'F INCREASE M /llWIA911 MADE IM HAND URMS WAS UM 00 N HER M WS- UR M H.V. ACCORgCN SIMHR RSTEW5 AKOUALY FOR YMO AID LARGE IUSSU MAW LOAD HAS BOTH V , 0 N ACCORDMCE W11N :ErnCN 1026 OF INC A NE MERTINA 7 CODE AS PER All 0ENRON -w mOREO1 IIIN1.01-N. jO716D1-03. /IDw.DI-oi, /1214.01-05, /0512A2-N. JOWIM1-10 AND /021D.01-11 As PER RE 201. IRS M2 ARID TAR 20 PRCTOCD15. -IN WINOON'RUDE ® J0505D1-CO AS TAS 201. 202 4 203 PHOTCCIXS MO 022501^06 M PER TAS 202 MHOCGL -IN BLADE 2Oj0122.01-05 AS PER TAR 2D1• TAR 202 NN TAS 203 FROTO.AS. M HOBB, N OKSON R. EACH OIY.CtI IN AREAS W:IERE HE DEwel PROSODIES IN WINDOW GRACE ® ME CNCANLERM TO MRX N L'N50N MTTN UCH OTHER UNDER THE DENNIS. IS. LL' MTHO4 AND COND0WH5 OF USE INDICATOR ON SHELF 20. 5, REFORM ILV. )DECISION PO4 ON SCREWS), USED AT EAMES NNMXE MO FOR DRECI USN) CCIINEUVI 10 TRACKS SNYL BE 11AXI75 NN / IIXL.15 RES LICNEM. 110-I0 UIILNUM SEARS STA'NIES STEEL SCRIM RANI 135.0 W IO D SR IONFIN . 1.0 Mi TENSILE STRENGTH. JIM SILL BE COAIm IFN RONDONIA, IN pVJ16MIl" DEATHS SYSTEM AS UAMIFISTURED BF ABPRbhD COXHW APPLICATORS, REOSIFAED WITH µENIM STAINER S'STMS ASSOW410,4 PINS VIDW EUR THE 1N MMXNS ON THU. TEN. I. µl U M01W IXIRIRXINS SHILL BE 4UNIMIV ASSOMNW ALLOT NO ERPIR AS INDICATED ON SHSER 2 AND 1 MNCnUM'YIELO STREKCM FOR 1i065-M ALLOY IS 31.2 111 NID 35.2 111 MR 60D5-15 ALLCY. 5. ALL SCRErtS 10 BE SIFNLESS RMA. 30I CH 310 AM SERIES UK [EROSION REWWANT CITED URBJI STEEL AS PER O:N 50DIB H'IM 50 111 NN. TOLD STRENGTH, AND N A' MN, TENSM: SH ENGIH At SHHI COMPLY N/ SCLERA RUWING CODE SECIIWI 141 I.11A. G BOLTS M BE AS114 A -SCR LLLVMIIED SEEL O2 AIL 351 DR 316 SERIES STNNIdSS TOM R➢11 3S Lal UtIIMUM TEED STRFNON. T. SEE Tit FOU.01O:6 WEFTS FOR ANCHOR SFECIIII➢OMI W BRACE Q: 13.IA.15.I51.16.1) L 2PA W OMDE 22 : 26' M' MADE R O NVNNRT IN UIKNH 13. 11 R ID R. ➢0S DEMNH RR. MCONION SHARN STWOO DUAS A U.S. PNEM 16779=. CURUMI4R5 OF TNGS APPROVAL ME COVERED. NI IINME OR N PARE BY U.S PAi[NI /'i iv0,1)9 ESMM 10 EASTERN MCIA1 A'FMI, NO. 9. N LULL BE NNE flES,+M'LHI21y CP INC CONTRACTOR t0 HWFY UR SOUNOIESS OF THE STRUCTURE WHERE MOM IS 10 BE ATUORIM NO INSURE PROPER MCrICRAET CONTRACTOR 10 SFLL/CAUL% AIL. SNVTTR COMPONENT COSTS REACH REN4tI. THRU FASFNII:C N CONIONOM CONTACT Wfil TOE BIMDRIG TO PRMM WIND/PAIN NTRURIM 10. ULI UN? MMT CLAN PCTNY(K M a DI A NSIFILC PMCC MN LWRANC NOTE: MiNO PENOM OF WRWCME WMNNGS IWME MIEN. TENANT, OR OTHERS. MK1 PR DKIN.F CLOSE ALL NF AID OR CHIMMU IS MO TNIGE OR LOCK ALL IN AND XO IMKS. _ 11. A PERMANENT SHUTTER MANUFACTURERS LABEL. BRIM- BE PMAi➢ 01 THE COBBLED SURFACE OF HN SOL DAL APPRMIW.ELY I. 9LLLOX INC TOP OF YUOE RM. VBEL SHLL RFM M MUCINE: HURRICANE HOME PMRESO. INC, L Y' M1CASE COUNTY PRCWI.Y OTIIROL APPROVED. 12. CERRA HV. ACCORDION EIMRR SKIEM'S INSTAIIAIRN WUUl CCMUY NYM SPECS INDICATES IV ➢O CRAMS PWS MY OULLMIG AND )(MIA RCLVtaO0115 PFOAUED BY RE NWMRTKN VIEW FERMI IS APPLE. TO. 13. Cc) THIS F.C.D. PREPARED BY THIS E1691LEi H GENERIC AND DDE9 BOB PIERCE INFURIATION FOR A M SPCOF6 PROJECT: I.e. EUIERE BE SITE CONOME N5 UMATE FROM THE POD. (S) CONTRACTOR 10 BE MORCNSIELE FOR WE SOMCRO, WF&WSE AND MStalTOO! INCLUSNG VFE SNLTY OF INS PNUOULT. BRED M INS POD., PROVIDED NEORWM SAES HOT SENATE MON ME CO.IXDD.'15 DEMItm ON NOR DOCUMENT. COMIN EUR SAFML At SITE IS INC CO:IINGTDR, RcroNSRLOy. (e) THUS P.E.D. WILL BE CONSURFA .40 IF A MMD BY MY MFA S.- (a) STYE SPECIFIC PRWECTS SIULL BE PREPARED BF A ROR.0 RUTERED ENGNEER OR MCIINECT NMI HILL BECOME 111E EICINEER OF ROOM EEA.R.) FOR BE PBNCCt MO MN WILL BE RESPONSIM FOR I PROPER ME IF INC PLO. DAIMLER OF ROM. ACUTE AS A RCLEIIM ENONECR TO INS HGO. V41FE.ER SHILL SUBMIT TO THE III= THE SOL SPECIFIC OAHINSS FOR FINER, TABLE OF CONTENTS BExER& NOBS SHEET 1 SYSTEM CAMPONENTS 1-20 WELT J SYSEEM CONPONE)RS 21-37 SHEET 3 TYPICAL SNURQL ASSEMBLY 36-43 SHELF I W7 TYPICAL SHUHHR ELEVATION h NOTES ON LOCKS WILLI 5 DISTAILATON CETMS A-E. CORICtETE/BLOCK SHEET 6 NSELL.AHON CEDARS F-L CNICRETE/ELOOL SIILLI / CENFORROME DETMS HV 911.0 t] CE!HERMAtE. ALTERNATING DETAILS Hv WILLI 0 CFNTERALUE CEUOS I10 CTIrrr IN END CONNECTION D-RAILS 1-6, CONCRETE/UM WILLI I I VAXOuN SOME TABLES SHIFT 12 ANCHOR SCHEDULE- CONCRETE SHEET V, MCNOR SCHIEOULE- CONCRETE E11rm 14 ANCHOR SCHEDULE- CONCRETE SHEET 13 MWOR SCHmULE- CONCRETE OLOCX S'NCEr Im ANCHOR SCHEDULE- W000 SVELI IN ANCHOR SCHEDULE- WODB Bllra 17 NSTA XBCR OUNLS M-A. WOOD !JIEr.1 it, NSTNUTI^.N DETAILS S-X. WOOD IN IF FT ILA END CONNECTION DEINIS 7-12 k X. 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Pc RGRE rtOrt11M 4c .luq ®HV DIRECT MOUNT QUALIFIED FOR USE W/ IN BLADE Ci k h1 6063-TG AILOVANDYEMPER • 99aG AT, I 6.= a u- 920 O9 HV TRENCH TRACK OUALIFIED FOR USE W/ HV BIADEQI &OONLY. 6063-T6 ALLOY AND TEMPER VARIs 19J6• t® HO WALL HEADER/SILL QUALIFIED FOg USE W1 IN BLADE 1 ONLY. 6D63-T6 ALLOY AND TEMPER X Y 1 V— I 3' 2• 0@i 3• 3• 0.090 6063-T6 HURRICANE HOME PROTECTIONo INC (ASSA If 632) 13901 61Y 143 GE, BAY ✓T 1 BWAI, a 331BB PH (305) 409-6452 FAX LIDS) 273-7416 OS HV 90•[i§O�STARTER QUALIFIED FOR USE W/ HV RLAOE QI k 2i 6063-TO ALLOY A D TEMPER D HV RAINGUARD OUAUnED F USE W/ EN BLADEbl k@j 6063-T6 ALLOY AND TEMPER n ' o' 140• R '�°. SseY 15� SHD CEILING HEADER/SILL QUALIFIED FOR USE 'N/ IN DLAOEQkQ 6D63-T6 ALLOY AND TEMPER METAL SUPPLY. INC. TNA70W DRAINING NO 17-288 rol ' 9 Gu• P A 21 HV CENTERMATE QU FTED FOR USE W/ NV BLADE 10& ® ONLY 600-16 ALLOY AND TEMPER L--Ate%--I „ lrexn�nLv�i:a� PUN ©7 LOCKER FOR 'T" LOCK CENTERMATE OUALIFIED FOR USE \Y/ NV BLAOEQI OTILY 6063-T6 ALLOY AND IEVPLR HD CENTERI O .0 It ROD QUAUnED FOR USE W/ W BLADE 1 , k(V 6061-T6 ALLOY AND TEMPER 1 :11, 12' MCI. DEC [CWLS) ® LOCKING RODA " OLMIJFIEO FOR USE C!/ W BLADE 10& 6063-76 ALLOY AND TEMPER 0 O LLQ5 NSTALIATION WILL REOUIRE A ]/16• ROLE ED AT TRACKS FOR PROPER EMBEDMENT D411rv1.-3�+• p. O7, ONLY 6661-T6 ALLOY 4 • 9 ' O6L p 1 HV MALE "T" LOCK CENTERMATE QUALIFlED 6FYiR6 US LIY/AND TEMPO ME IOONLY 430D'JQT I:Bta$L� .. Rl;.inDui6unc Flcr.1. ; On3J::"G L'N2n ' «yu:wF:)LT�L71z.29 COO-T6 ALLOY AND TEMPER m BLADE Q& (2) ONLY SW MFAp Y�MVRU W.m m m _ RA2N)�w[ D®&EDLOCK DNLY.IiV I�/P� PJY�"D i/.vin0 wm nv2x Mmn (OW=]Q P�VTII) ® HV EGRESS LOCK DUALIAED jjOOR USE YI/ HV BLADE(j& ® ONLY. " 18' or 00 vLASTm NFAD S � ]. wmm] " 8Cl2LR " AFTER RA&IIAG N]' . RETIRE RATTWG 1/4"A-20 x 3/4" 4"13-20 RIVNUTR S.S THUMBSCREW 1/ "5[➢L^ 9IH 4Y,MLY (",-. 9LOh W f,� C RAN P] ' SI6EI INISDII. PMf (�20. K Y4flff 0 Of A.M. C,ITAY fFK:01U1 PA ... Am .TR2Y PNI. W roNL ® HV "T" LOCK ®.HV ALTERNATIVE LOCK OW FLED FOR USE QUALIFIED FOg USE lV/ HV W/NV BLADED ONLY, DIPDE 1 ONLY. ©3 HE FOR USE 1 w INS $j 0 6063��6 •LLOYW�ND iCNPERE ®&OO =1n• ¢-20 ANSI 304 U R QUALIFIED FOR USE V]/ NV BLADE i &Q p2.11 Tn¢w. . 187 � I� p qq D ? E IG W d E N O. (UDgy ,L� 11LUT TESTING & ENGINEERING COUPANY xi w)NWG1 a,- gNR1 �a1LoL mAn C8)i, i0 III CD^.6)1B P.E. SFN/9GNUNRE/INTE NURNA Le. 1 44Z An:. �TNDN9NRN KA'C1L�NITA 187V Yn 1 .139' T., KV TURN C)M1NCA OR KLY � ® D LOCK 8T REGENT PFADW E MORTSE LwKS SERFS 2N9 NOON BOLT 2MLK OUMLFIED MR USE W/ NV RUDE IQ. © &02 HURRICANE HOME PROTECTION, INC (ASSA If 632) 13901 61V 143 CI, BAY i I UWM. FL 33186 PH (205) 00-US2 FAX (305) 276-7416 f 21I HV:q WWI No SHUTTER ASSEMBLY SCHEDULE FOR HV C11] HV A AND HV (2 BLADES. HV BLADE 1 ® HV BLADE 1A Q HV BLADE 2, 3® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 A)SI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD @3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD /,4 V POLYCARBONATE IMPACT RESISTANT Hv WINDOW (SEE SHEET 27) d ,,,, du vrnwvn. (I) IN Pei ® SINLI nNAT$ DE USED AT ALL MMOR E01TON KNUCKLES OF IN ACCMDIMI S Eu W/ IN I0 OA IN 0 soot. (2) Ne PW ©NAY DE USED IN UW OF 0 AND ONLY AT EXIMOR SOPEW KNUCKLES OF IN ACCORDION 551EU W/ N2 2O DUDE WHEN CORRESP011ONG 70 WSTA L"Tuam W AND 'DO'. Stirs 22. (3) W Pat Q OR Q W/ 1/2. O.D. 1/16' TKM S.S. YAWN SHAV. DC USED FOR DRECI NOUN1 WSE&WION PER DCTut X, _SHEETS 11 h 24. • rn4lmmr Rr,Ivun j ., ., va16wMNImnI`N,.4 i i1�,Ie�a rnn. v))49Y/tRl�s i>rw11�,+u�.nc{lZ�L�./I i1 W.�l1.UI. P.C. SrA/5IY,NAIUIIIA1411 EXTERIOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/0" 1" ."24' n41!'7 U rcr. � Cm ,•j Gym, am,TI xrt. O.aam., �IL LCOI11G..._... lIEI IT IESTIi@ A ENGINEERING coup try e1N 1i e. dle. il.:u ,p, 1m4u.\ EMdln, IIInl4 V H..... Iwo7on,.Ina (,m^tlI m>n+)IVI un �In� 110 FNI1Nh . PI. IIrMW Ik. k. 1I 11 uIV HURRICANE HOME PROTECTION, INC (ASSA 0 1332) 13901 SW 14,1 G1• WY / 1 ,Z,I, F1 33 VI0 Pit (SOS) 10'l-WO2 FAX (31351 278=1410 N.T.S ERIOR OR Q AT UCKLE. FOR ITS) LNG DRAINING No -- — 17-288 i (A) HV WALL HEADER INSTALLATION w © HV WALL HEADER INSTALLATION uvl. MEM,DN ,ly TD cLASS !4(FJ�1 —V' 5—I—'_(SCL S[HEWtE O. NRLTD WASS� I II , SALES 1]) i SEE SCHEDULE Mi f CPLRu4 1 r� _rl/J• uo. E __ . 3 r 5 . �tI J III I n- 1D� 13 UP 12 ORQ�) L �,_._. / rn •-...ory VIIIIIIIS SRVi$ IIUU NKIYNC SCNCN. Wlr✓G - _ I A-Rq(ti] A s. / /' 4. F11:LLIP$ CWKREtE M'C110x5 —1xV55 MOM SCF.^HS ' YA6R'If5 0.\ 11 o IY Of,. hA/ cM.M 110.S 1 \ `-' 1' 1/1'-YD IMS R V' D.C. SHE WIKRRC RS 1] w/ I/1'-]D h 15 ) (SEE sc-UllDLCS cN 6 of COI 6WCK POURED CDNCRRE SNECIS I] n ISA)IDLLB�DNCREIC J OR CONCRETE BLOCK ti / alrxUBL ' OHV WALL SILL INSTALLATION ereu nEeaIRED OHV WALL SILL INSTA TCN .ult•nMlxn'vSc.o A"o)ll RED E_ Stall. I US CON[RRE MUCK WaU REQUIRED CE) t Y WALL-51LL_1NSTAl Ay TION ,E FfA =LAIN NDr ArrBDNj: ---- INSTALLATION DETAILS W/ I- S¢ sxiLl K r0N M'H%l sNImEN AAENBLY 1(• p o�- EDCE pnAncE I (SR SOCCP'ICRtIGNS Uq SIIFET IQ ♦ Ctt u11U1K m niL In� MM1VC I D4 !'Ilfll 9N (1) H\% BLADE SEGIT I GN BE l[YBAIfD ]- ANY RI iw QUAY TO sort un IvsuLumv. WAY I I/1 J FLORIDA BUILDING CODE HiOh Vducil Nurricon0 2onn 111 4 ✓9 y= 0201, AIIGA v.=. {LIAIISIRu:) HURRICANE HOME 102011 LVICR4 N@L SUPPLY.111C. BERTHA KVl- rRaol:axsvlseo �Iy>PV, : �jGENSF'•.,,{ "7 ':, p /R PROTECTION, INC Accordion Shutter System • rnuplpuawifi H¢Fly^:di e D.�.!- 2-�� �L ECOIRC. I.Y. INAK I W DR M D 11,V. Mfi91Dq E4NK k IIY. fiV•DF Z t<r pc.r.enaL7.II%%ff2,.%9. $J2S • *•+ T —•�.. "JAIE TLLIIT TOSSING k CNGIHC[PINf• f.(INIAOY tASSA f 632) RR_ -v, .'l 'Aco lau 9-m•I oul IVNT/v w..1 A, Ls. alp II/Bf/A 'd•JI 6.pr Iks: L•11'CS(Fi&' l j / / L)y] 110. ]Nn •. 4�- r5. WYaA fFNfMi rlrvpa .rIM "W IA.1 R. IIAr / 1 1 nwv,.INC NO {_ (. )-.I•. -' CIy ''/ / ��0. F •r.P'UD.jml_I]vo .. GCB .1... lYn1M vnl ,a. l..�.w,l..r. ILDI ulAul n VIAK. 11d S1Qryg1-�. II tll roLM1ll9 fll (M') AIU.r,4SJ _ 17-288 L.._ _._..._. _. T IIr •(v`V{r_W /uAll 11[R A 141rt A. P.(. pPIUA LIE.lour IAN ]Dr .IB JH IS ( ) $IIECT /SlfluAWf OF 26 SEE "M DEIA SKI FULL xw IIIq�$W�O.�G �• I$ S $ R I i D� a:3Yb.$ 1 A I 52 g LLt B 6.atl, v CI � I}1 ENO iLAID [ l r o j A 11 T x[Dlrt. O TYPICAL C1i HV BLADE SHUTTER ELEVATION N.T.S. . _. �roDUGrrsBYIseD csyay:R;l.;allc Ranna 2c-03a L.oT. B'ai I�s�Na 2. F� :�Y L,�r viili Lw E�LS[ uoa b:.:[ �_w G nF w a 3_A7 CORNER -MERIMIE -NOTES ON HV LOCKS AND CENTERMATES: 1. "M,I,M ,, CONDITION AT: ONE IN LOCK ® w ® MULL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IY ADGrE OR OF}_OWr ]/1 OF 91NfTER SPAN MR SPANS UP 10 105', AND FOR'MSIALKDONS AT ANY ELEVATION. HV LOCK <�2SS 4g MAY BE USED AS AN MOM OR OUTSIDE LOCI(, ATTACHED TO 7y An MTHERWATES W/(2) 1/t"0-20 x 1/2• LONG MI HEAD S.S. ME, LOCFTON OF MEN SHALL RE AS INDICATED ON TPIGL SHUTTER TEVAnOIL 2. 1ALRED MANDATORY LYINDRON �'/ l�FliljA, U)$LCO Y-FO� Oggg/QpOB�yv'IenO c TW20 IN LOCKS OR OR ONE HV LOCK OR W/ Dtn LOCI(ING R005 tlQ3� AT TOP h BOTTOM BHAll BE SE OR 4NY SPAN AND IN PLIAn At p ELEVATION. IN LOCK @ OR ® SHALL flE pTACHED TO �C OR D&i' CENTERMTES W/ SAME SPECIFlGDONS AS PER MANCATOKY CONDEMN 11. LOCATION OF LOCK LOCKS AS APPIICAOLE SHALL BE AS INDICATED ON TYPICLL SHUTTER ELLVAnON. AM,MUM SHUTIER SPAN SHALL BE OETERMINED AS PER SCHEDULE (3-ON SHEET 12. y, py+B IF DESIRED, MR PETER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO IN LOC HS OR MAY BE USED AS AN INSIDE OR OUTSDE LOCK CONNECTION OF LOLLS TO CENTERMATTS OR SW11 BE AS INOIGTEO OR NOTE (1) AO:IWC. LOG ON OF LOCKS SHALL BE AS INMGTLD ON TWGL SHUTTER ELEVATION. 4. D�lY{L..MWM Y.IH�Ly NDMDN /2D9OL/ i1 OIYIY ryHgH,)ddt{DA(fATp�'y�j{p CONO� J,L,.�$.11�yN11 OR LLMyRED_HWN OA[pR'[.GOEDtl10L1,. d4 Im cm W/Ty0 N V -I nCI[eT• LOC1fINC RppS (f9 ARE NOT REQUIRED AT IURHIGNE PROTON, MY MAY BE USED If O[SIRED TO F.NNANCE SHUTTER PERM UMAM LOCKING R005 fi OR AN MITBUTNE DEVICE MAY ALSO BE USED AT STACKING P0511SON (NON HURRICANE POSIDDN). B6DWDg(-JgyPlppLLlp: ONE HV HOCK 41 ®' $$..A�L UP USED AT CORNER CENTERMATES FOR Nff STEW AND 0 M,,,ONS AT ANr ELEVATION. HV LOCK W,:I SNAIL UE USED AS AN OUNOE OR INSIDE LOCK. ATACHED TO 03 MAHER CENEERIAME W/(2) 1/4 o-20 x 1/2' LONG MT READ Ss Ms. 1W0 LMATNG ROM ((j AT TOP h M Cu SIWL BE USED. LOCATION OI LOCI( BFMLL BE AS INDKAIEO ON TRIM. SHUTTER ELEVATOR. FNKMUM MUTTER SPAN MIALL BE DETERMINED AS PER SCHEDULES MOWN ON SHEET 12. e raper ur[py[1F TO BE VMIA _. FOR HV LAZCRLJS'L �(NEEBIIIL.L:Y�ENA�_QY. ONE ALIEWAME HV LOCK WY BE USED 9A MU OF HV I= F Q, FCR ANY SPNA .WU INS1MLATOM AT ANY ELLVATION. AL RATE LOP( d MAY BE USED AS AN INSIDE OR ONSIDE IALX. ATTACHNf:NI OF I/eo-20,:1/4' B.S. THUMBSCREW TO ® OR Q CENTERMATES SHALL BE MIRE WI 1/4'0-20.3/4' AMM. RA9AT AS SHORN ON SECTION IRE. ELECT e. ONE LOGN SHALL BE USED AV 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTT2 SPAN. �a AND *NnY I uLI r'Y- L nrtte ALIT !`ENTERIJATE$� SE ONE ALTERNATE IN T' LOCK Qee MAY BE W AILED IN MSO OF IN LOCHS OP G9 FOR ANY SPNA AND - IIiSTALUTON AT ANY ELEVATION. M.11•kWTE TACK'+Q�4,LMY BE USED AS AN ONSIDE OR OUTSDE LOCK ATEAC101ENT OF LOOP ® NCLUDES USING RONFORCMG LOW �TJ . AS SHOWN ON SECTOR INA, SHEET 9, WHI MOST BE CONNECTED TO/CENTERMATES ® AND ® W/ i/4'0-2D K 1 1/2' LONG SS THREADED BOLT W/ 2/8'0 . 3/32' MWNGNUT AxuA A AD AND •BELOW NOSPAN.. ME TOO LOCKING RODS � OP MID MY BE 7014 ISAT MANDATORY. OR 12' *NOTES ON HD LOCKS & CENTERMATES' - 1 : ONE ALTERNATE HD LOCK © MAYRE USED IN UOl OF NV Ly LOCHS OR FOR ANA SPAN ANO INMNUDONS AT MNr MAIMON. ALTERNATE ID LDCI( ®NAY BE MEO AS AN 050E DH OUTSDE LOCH. ATACNUEM OF NO LOCK f321 lO OD LS YV 3 18 t 3/8' T.N. SS MS. MID INCLUDES RENFOTSDffNT INSERT ® AS MIAMI ON SECTORS HDB- AND -RVC, $KIM 10. [OD( MAY BE WGTMl ED AI IMSPAN OR I2" MAMMUN PEON OR MAK MOSPA'N. USE OF LOCNMG RWS ® IS COMPLETELY OPTONL. Q)RHl T,-1.. n¢. LFH[vncxpwN YL EC®EHG. TILLIT TESTING h ENGINEERING COMPANY [311 NN... S. 3 Wi 1A. GPRN6...1 ]: P.: CM)W11-1531 —m 1 M4eemNcam aE5— Y.' I M nla+In+ � ! 4416T HURRICANE HOME PROTECTION, UNC (ASSA 9 632) 13901 SW 143 CT. BAY } 1 DWII, FL MISS PH (305) 409-5452 IM (3W) 208-7416 Accordion DRMING No SG17 61,ce('9Qv141--� MIMIAMDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIANII-DADE COUNTY PRODUCT CONTROL SECITON 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 r (7861315-2590 F (786) 315-2599 PGT Industries Inc. 1070 Technology Drive, MAY 21 NO North Venice, Fri. 34275 SCOPE: ST. Lucie county, Perr 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: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w /wo Reinforcements — Nan -Impact APPROVAL DOCUMENT: Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact', sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Table 1 requires No reinforcements per sheet 6. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. 'Max''/a" nominal air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dada County Product Control Approved", noted herein. 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 # 18-0207.05 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. Fi(49 j�Ng�l9-021 rnanwnoecourm Expiration a i 9-% .11 . i Approval Date: March 14, 2019 31 7 0Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under files # 12-0726.03 /#11-1018.11 / # 08-0213.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13-06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04-1220.05 / 08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC- 214 (5e' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5a' edition) and letter of no financial interest, prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 12-0726.03, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. ks%,1\. `N ,`-.may 1sha4 L Chanda, P.E. Product Control Examiner NOA No.19-0219.11 Expiration Date: May 22, 2024 Approval Date: March 14, 2019 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Previous Evidence submitted (continue) B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/14/17, complying with FBC-217 (61 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTMS-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(50i edition) & FBC 2017(6m Edition) & letter of no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 15-0609.10, expiring May 22, 2018. 3. Previous Evidence submitted A. DRAWINGS 1. Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/14/17, complying with FBC-217 (61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with AST11E-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(50i edition) & FBC 2017(60' Edition) & letter of no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E. 2. E-mail statement letter dated APRIL 10, 2018 from PGT Industries, Inc, for one year renewal request, subjected to successful verification test, signed by Lynn Miller, P.E., Manager. G. OTHER 1. This NOA conditionally renews NOA # 17-0207.05 for one year, expiring May 22, 2019. 1sha4 L Chanda, P.E. Product Control Examiner NOA No.19-0219.11 Expiration Date: May 22, 2024 Approval Date: March 14, 2019 E- 2 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New Evidence submitted A. DRAWINGS 1. Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-18850, dated 08-21-18, signed and sealed by Idabnis Ortega, P.E. C. CALCULATIONS (submitted under file 418-0207.05) 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 conformance to FBC 2017(6" Edition) & letter of no financial interest, prepared by POT, dated 02/12/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA #18-0207.05, expiring May 22, 2024. 2. RER test proposal # 18-0831 approved on June 05, 2018. Ish q L Chanda, P.E. Product Control Examiner NOA No.19-0219.11 Expiration Date: May 22, 2024 Approval Date: March 14, 2019 E-3 SERIES 2500 NON -IMPACT RESISTANT SLIDING GLASS DOOR 1. GLAZING OPTIONS: B. 3116-TEMPERED GLASS. TEST REPORTS FrL-3116, FTL3117, FTL-4277 AND FT1.3095. C.1/4' TEMPERED GLASS. TEST REPORT FTL3102. D. 5/8- 04SULATED GLASS (I.G.); (2) LTIES OF 3/16-TEMPERED GLASS WITH A 1/4' AIR SPACE TEST REPORTS F114273, FTL4275, F11,4280. FTL4285 AND FTL4341. 2, CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 13 ON SHEET 2 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DARE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE THE 3311336 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS %16. 5. MUIMI4DAOE COUNTY APPROVED SHUTTERS ARE REQUIRED W MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEMOREHEAD SEAM SEALER 7. REFERENCES: TEST REPORTS FTL3102, FTL3116, FTL31W, FTL3696, FTL4273, FTLAZ75, FTL4277, FTL4278, FTL4280, FTL4285, FTL4341 AND 5D95. >ELCO ULTRACON AND CRETEFLE( NOBS >ANS6AF8PA NOS FOR WOOD CONSTRUCTION >ALUMINUM DESIGN MANUAL 8: THIS PRODUCT HAS BEEN DESIGNED 5 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). S. GLAZING VINYL SPECIFICATIONS (ITEMS 36.37, 8131); A PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS. INC. B. HARDNESS: 70 SHORE A C. SPECIFIC GRAVITY: 1.43 D. TENSILE STRENGTH: 14W PSI 11 E. ULTIMATE ELONGATION: 380q F. MODULUS@ 100% ELONGATION: 580 PSI G. TEAR STRENGTH: 210 LBAN 10. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIRE- O MENTS PER CURRENT FLORIDA BUILDING O 3/1� 36 1f4' CODE AND TO BE REVIEWED BY THE TEMPERED GLASS AUTHORITY HAVING JURISDICTION. TEMPERED GLASS G DETAILS.._..._... 1 PRESSURES.......2 ;URATIONS ........... 3 TONS ................... . 4 SECTIONS ............. 5 SECTIONS ............ 63 ,'CLIP INSTALL_. 9 LIST-_ ................. 10 UP tm BITE Anchor Group Anchor Type Frema Member Substrate M(n. Edge Distance MIn. O.C. Dletance Embedment., Metal Thlclmess 1 114' Eko lie EICO / file a . 2 MI) 13 1.68 P4xwk Concrete min. 285 ksi 1-1/4' 4- 1a/8' Jamb Hall= Block (ASTM T2m) 2-IrZ 1.594' IAA 2 1/4' 410 SS Eloo CmteFlexO Sill lets mm. 3.35 1. l V4' P4n0k Cwsnna min. 3.35 ke —2-Irr 1-1/4' 3' /3l4' Jamb IIYbw cock (ASTM C90) 2-im 1.694' 1-114• Head / SN Smfl a Pins (SG = 0.55) 1' L66T 1318' P4cok 1' F 13IB' Jamb 1' 1.594' 13w 3 612Stee1SMS (Gr. 5) /5M SWMnP01e(SGc0.57! lAfi3-TS Aluminan 1 1.fie7• alb 11/e' P4cok 1' 1' 1a/8' / 1/e• Jamb 1' 1.594' t3/8' / 1/8' 1j ALL AN W 00. HFAD T W ES GRE M PLMJHL[. 2) YIa Of 91 W tFADS BEYOrID PETAL SUBSTmTE Matedal Min. Fy I Min. F. Steel Screw 92 ka1 120 ka1 Eloe UttreCor& 155 ksl 177 kai 410 SS Eleo trNeFlexO 127.4 "1 189.1 ksi 6063-75 AI num 1 15 "1 1 22 kal �gyYa•16 B,e n Y.wps w�19aoszeL9�ll b1Dede FaWd NOM. S1W I.G. — 1/4' AIR SPACE 3flS' TEMPERED GLASS 130 3V GLASS BITE 3116' MONOLITHIC GLASS 1/4' MONOLITHIC GLASS GLASS TYPE B GLASS TYPE C THIS SIfEEi. 10(1�Y0reMDa6F4AeKwaNsam�� ° I t�NZTE.ARTABE DESIGN PRESSURE RATING IYPALTmrw if SEE TABLE51,2830N SHt£T 2 NOT mT1DFdt YISShE IAPACT RESLSTANCE fbDES/STANDARD.SUS : •2017 FLMDA BUILDING CODE (FBC). 6111 EDmON •2014 FLORIDA BUILDING CODE (FBCL 67H EDMON •ASTY E130)04 -ALU•ANSMNO1,1 FORWOODCONSTRUCTION INW DESIGN 1,1ANUM.ADk2015 -MI StOb -mC 610 FROWCIA wm •I.rpwwq ftlM He b bFIMr°pn�4 Y/N 3/8' GVwSS BITE pf'•4 'I l LYtJAF ?~:' Jcm 5/8" I.G. GLASS ' *Qi'//;; No.5670fi GLASS TYPE D P?fl I& DETAILS B MAP FS;.•.`?ompy LASS DOOR NON -IMPACT ''S/.. I L E llll11I,%% A LYNN • f drr ! f + f6 757 O 58705 Pspeam3 'ENDED SILL, 21/2-HIGH GLESINGLE INTERLOCK REINFORCEMENT (SEE SEC710NS ON SHEET 6) B. FTL3117 S FTL-02T7; 311 V OR Ile TEMPERED D. FTL4280 S FTL4255; W TEMPERED I.G. (3I18T, 1/4' NW. 1 m OVER-ALL DOOR HEIGHT' PANEL g 80' (0) 84, (70)T -ow(r) WIDTH C9 124- 130' 136' COMPARATIVE ANALYSIS: TABLE 2_ >EXTENDED SILL, 21/2' HIGH >SINGLESINGLE INTERLOCK ,FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES: B. FTL3118; 3/18' OR 114' TEMPERED D. FTL4341; 5/S' TEMPERED LG. (L78T,114'SPACE,3116-t) NOM. % OVERALL DOOR HEIGHT PANEL s w (61) 84' (m 96' WIDTH O 24' (2q B4O 1 +65.0 -105.8 +65.0 -100.0 +65.0 4)2.3 +65.0 -85.7 30' (20) B,D +65.0 38.8 +65.0 33.5 +65.0 70.8 +85.0 -71.1 36' (30) B,D +85.0 -77.4 +05.0 -72.7 +65.0 -68.7 +61.5 -61.5 42 M B,D ♦BSA -65.3 1 +65.0 4 .3 +59.6 -69.8 +54.2 -59.9 48' (4q 8,13 +50.0 50.0 1 +50.0 30.0 +50.0 -60.0 +50.0 -60.0 ,EXTENDED SILL, 2Ire HIGH INTERIOR INTERIOR >SINGLEIDDUBLE INTERLOCK (OUTSIDE) GRILL REINFORCEMENT (SEE SECTIONS ON SHEET B) GLASS TYPES: � C. FTL-3102; 1/4' TEMPERED Is D. F114273 S FIL4275; 5/8' TEMPERED I.G. (3/18T, 1/4-SPACE..VIB ) EXTERIOR NOM. m OVER-ALL DOOR HEIGHT EXTERIOR SINGLEISINGLE PANEL WOh1 0 M. (68) 84' 80' (/0J S8' (80) SINGLE/DOUBLE INTERLOCK NO C +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.5 INTERLOCK REINFORCEMENT 24' (� n -+BS n _1an n +a3 0 _Tan n +Ss 0 _I2o 0 + a _111 n REINFORCED LNOEUCritCRLR1p s.wl.e4b�m.�04Dgyp ��w.�K+l -oz19tl e.p,nt.0 DSG 2.4 CadeC INTERIOR 46 emwftW tVYRdr 4B SEE NOTES 182 Pos. ;HEIGHT DESIGN EXTERIOR PRESS.SINGLE5INGLE (PSF) dmipee.q.. te,INTERLOCK P +65.0REINFORCED 4' +35.3 AesVup -e4Zo•01 IOR NOT .18 NOTES: RATED 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21R' HIGH 00 . SILL POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4' SILL '%1V NEGATIVE PRESSURES ARE UNCHANGED �3�•V';`% 7 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH ' * : No. 5BT0.5 •: CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE F-� SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE y 0G� wl f•,:� � CFRf. aPAUM 10ID< FX P19d9t u oGmm .. _ I" I saozmo I NTS 12 + 16 I1 757 I O I A LVN�u� I I CODE PANEL TYPES A INTERLOCK � LOCKSTILE B INTERLOCK IINNTERLOCK C REVERSE INNTERLOCK D LOCKSTILE �� H. INTERLOCK E INTERLOCK INTERLOCK F INITERLOCK INTERLOCK DOUBLECK Cj LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK I INTERLOCK INTERLOCK J LOCKSTILE T � I ii I STTRRA00 K L.H. C LOCKSTILE INTERLOCK L INTERLOCK TANDARD SASTRAGAL M LOCKSTILE L.H.N ERLOCK N STANDARD INTERLOCK P INTERLOCK LOCSntE CODE PANELTYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48' NOMINAL R LOOC STILE �� INTERLOCK WIDTH PANEL TYPES 1544178'. 2. MAX DLO HEIGHT = 913/4' FIXED STANDARD 'ASTRAGAL S LOCKSTILE 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE REVERSE FIXED UP OF THE APPROVED AMPONENTS SHOWN ON T ASTRAGAL LOCKSTLE SHEETS RAND 3 OFTH�IS NOME EXAMPLE MAXIMUM CONFIGURATIONS:: U LOCKSTILE A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) ASKS B. FIVE PANELS ON FIVE TRACKS (BYPASS) FIXED IXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL V LOCKSTILE �OCCSTI E DOOR PANELS MAY BE USED FOR SCREENS. W DOUBLE — � STANDARD L INTERLOCKI I ASTTRRDAG Y FIXED OBLE INTTERRLOCKSTILECK _ nLooucr�Tv® Z LOCKSTILE LOCKSTILE �"X646Mo Aenpm•u N. Iq azlR.li fseh•u�aome ice. �oeiy YR DOUBLE FIXED "w LOCKSTILE w C GR DOUBLE INTERLOCK LOCKSTILE P ua•vary -VWW�W,Yp*�Vb�d�b "o,r7i9 LR ASTRAGAL �LJ � INTERLOCK WR asTTFnGmAL I«ow,creensm IDOUBLE NTERLOCK .�WNe TT-G4]c •oY H. DS INTERLOCK � IINNTERLOCK SD L.H. INTERLOCK DOUBLE INTERLOCK �.�`NY LYN,y :1•••.;:r':: ^•?1/i_+� *: 1b i57ry8 +r' JR ) 0 NO fHA mTMSSHEET. O3tr O.T.WNt�30 I I( I ,—I-,I /il-um. ouu�nu uvfa)uVv rvvm�mrnc.l-•i���••nL. ;`�,� �+mn•� LJ \ \� Jet LLJ r.rre re u.rr A LYwiLII�E ��` 01e �' °i "'O1m'a" SO0290 TUTS 3 + iS 757 O PFJSSlC$ FX �9BW J1 Ot.>a� 39' TYP. L 48' NOM. 441/8' MAX DAYLIGHT OPE a MA7 a HT MAX PANEL WIDTH I �i W. 48' NOM. MAX PANEL WIDTH—� MAX HT. 1 OXO .NING FOR 48- NOMINAL, ALL CONFIGURATIONS 763/� MAX u OPENING HT. 48' NOM. MAX PANEL WIDTH I �i DLO DLo wIDTH 48' NOM. MAX. PANEL WIDTH - 1 —I OXXO or XXXX NOTES: 1. SEE SHEET FOR PANEL TYPES. 2 OLD WIDTH = NOMINAL WIDTH -3 7/8' 3. DLO HEIGHT= DOOR HEIGHT -41/4' U i 913l4' BE MAX DAYLIGHT K OPENING � MAX 1 48' NOM. MAX PANEL WIDTH 1 - I Xp or pX OX or XO 48' NOM. MAX PANEL WIDTH I +j 0=0 or OXXXp uoaro I NTS 1 4 • 16 1 767 rRO9URRD m" �aCtmwxe ro=G�ww Ao�v°tiol-o2tq•ll eoo-.4® 4 a, ILL 441�wm Dopy /Rowe A ` �wbllelr No I-02g7.O$ * i No.687D6 •: poQ y/rFZ..�ur w SECT. A -A J � ~^ -- SECT. D-D SECT. E-E 4 INTERIOR _ \ (ALL SECTIONS) I ----'�--f---�- -- - - ----+ - EXTERIOR SECT. BA SECT. CC -- SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) X OR 8 OR 101 B OR 1as O X I LuJ XORO I I X 1 .xowcrrtENea® _ 9v�ulCaa �Oes]aih SECT.A-A foe a C.AP�t9-ost9•U MOVABLE INTERLOCK OR SECT. C-C� AT P-HOOK SECT. B-B LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK 1 f01 F7176 ANOO 6 OR 1!)B X OR O OR kwill O O O reowxraevtsPn . O O qBi SPACER, TYP. ALL SECTIONS USEDONLY 7S SECT. D-D '• FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E ; No. LOCKSTILE AT JAMB Z. NI$I1 -90 ••. TE 'uaamr N R/ZONTAL SECTIONS, TABLE i -DPS F `FS'`.�+!ON-'G���``� mrr. aF�urxrrssv JR OLVYfl 0 NO LMWGRTINS SIEET,III ALUM. SLIDING GLASS ON -IMPACT ue mne FX —0 Jl M. e.rs� a ne.s ' �. 6O s®o 12 6 • 16 757 O ALYMJ Afrt1E0. FE Passems Im SECT. A -A SECT. H-H SECT. E-E INTERIOR _ _ _ --_—_ _ _ --_ (ALL SECTIONS) 1 ----\_-_--�- — - ----a-- EXTERIOR SECT. F-F SECT. G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) 46 24 OR 12f w OR S X SECT. A -A rob OR s MOVABLE INTERLOCK AT P-HOOK SECT. F-F MOVABLE SINGLEISINGLE INTERLOCK 76 AND 77 6 OR f06 0 O O 0 0 AIR SPACER, TYP. ALL SECTIONS X 46 SECT. H-H FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK 1ma7EoaaacrOarvE N. VETOCL' FL.HbS 1D11)IYFiPGi JA O6DY11 O NO CHRNGES 7Na SHEET.0 = m7 aee —OSD6�D4 Il Oi�,GLmAliC3�L' F.K D9 Y+�%�•fl . - . E 111l SECT. G-G X OR • 0 OR 8 SECT. E-E LOCKSTILE AT JAMB AS; 7 ORS X M0011GT0LNEq(® ^^oPU4ggMi Wpm OtlNnZCetle P,P�1Faa4Ye y Sr IS .L(n....Y- M4m10a4eP wCwtcl NO.68705 vi *- P qoo., sllre7��? 3.DPS 37 NAL N IN -IMPACT �'1uukkk" ` A LYNNNILLE0. PE 767 O P.EC50706 SECT. A -A " SECT. J4 SECT. E-E QINTERIOR -- r- - - ----- - - --- - -- ` (ALL SECRONS) --- �--�----r- - - - - ----a-- l EXTERIOR SECT. I -I SECT. O-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 24 OR 8 X f 6 1 OR f06 SECT. A -A MOVABLE INTERLOCK AT P-HOOK X f 37 1 OR 13a �� SECT. 1-1 MOVABLE SINGLEIDOUBLE INTERLOCK 10B OR O n X f34 ORS SECT. J-J FIXED TO MOVABLE SINGLEISINGLE INTERLOCK fonyraomLDDrwms N VP0.'E FLNt)1 ryaDaearmp o No c+wJDEs pxLss�er. cmr. arwrxrmae rm v. ae ocoaue ramonaan "' tea` OR 8 X OR O �u x raODUCTNENEWED =11�\—YL\\_�711j7 uL<mN nc.wmesxtn ewafa¢cw. -02 AarP,vva No l9 14.1i Eap4v9ov Dam i SECT. G-G LOCKSTILE AT ASTRAGAL awdo� o9me wpmuclna� a.lelr�iwi. 1 OR f0fu°r X OR O ARon.dNa�E_ov�of ram USED ONLY WRH SECT. E-E * No. 5g7o5 LOCKSTILE AT JAMB F, Ctj ALUM. SLIDING GLASS DOOR, NON -IMPACT I �Y,,M LO' ALYlN Dn, cw PE scomn f2 6 w 16 767 O P.FJ56fp5 (2) FD6=D PANEL BRACKETS INSTALLED ON EACH FD(ED PANEL TO ATTACH FD6=O PANEL TO FRAME JAMB 1 0 1 t I `J70 .63 INSTALLW/ 61oX1' SMS (2) Y INSTALLED AT THEINTERKOCK E ACTIVE PANEL TO 1CK OPERABLE PANELS sir. per. ornurn®ae (1) FIXED PANEL CLIP (TOP/ INSTALLED ON EACH FD(ED PANEL AT THE INTERLOCK POSITION TO ATTACH FDD:D PANEL TO FRAME HEAD INSTALL W/g10:P SMS (4) RE4NSTALL#I OX 3I4' PANEL SCREWS (2) 1- n Sy —� INSTALL W/610XI•SMS(4) L / RE -INSTALL 1/4-20 PANEL SCREW (1) -DO=D PANEL CLIP (BOTTOM) INSTALLED EACH FUND PANEL AT THE INTERLOCK POSITION MWfCFREKLF® iTTACH FDO=D PANEL TO FRAME SILL �P4d4wWtlR�H/o DmARI.Pa �Iq_ 4 FIXED PANELS 07. u � *: Na 567D5 * FJL RfOBW of k m I �� I b(i025. 112 I 9 • i6 I'" Jjj��A L �Y P£� rQ4 PART 0 DESCREMON PGIO 1 708 LOCKSTILE,MONOLITHIC 69362 2 LATCFIASSEMHLY MOCK 3 LATCH ASSEMBLY 7DUMY 4 410-32XI25 PH.F4 MS (IA 71114K 6 705 UnMLOQ SID. MONOLiIHIC 69409 7 1119 010 X.750PH. FN. SMS-SS. 7S134X 8 1/4-20X1.125PAPN.MS 7142OX118PPMS: 9 1209 WSTP,.187X320-PII.E 6FFLTK 11 706 TOPRAII,MONOLIIHIC 68172 12 1291 IWM,.197 X 290 FIN SEAL 61281W 13 725B ITOPPANELGUIDE 41801 15 707C BOTTOMRAILMONOLMUC 68173 17 726 BOTTOMPANELGUIDE 418M 18 661 SINGLEROLLERASSY. 7SRAZ 19 661 SINGLEROLLERASSY.-SS. 7SRAX 20 683 TANDEMROMERASSY. 7683Z 21 693 TANDEMR011MASSY.-SS. 7683SS 23 609 ASTRAGAL,MONOLIIHIC 69315 24 720 ASTRAGAL MONOLITHIC 69492 26 653 LATCHKEEPIR 7SDKEP 27 653 IIATCH KEEPER -SS. 7SDREM 28 108X312FILMSMS 70M 29 729 JAM BUMPER TIM7K 30 06X375PE.PN. SMS 76MSPPA 31 6631664 HUMPERSIHM .030 OR.060 41831 33 734 DOUBLEATIERLOCK(STD.,MONO. 69494 36 IOW GLAT3NGVR4YL-3116 6T304 37 GLAZINGV2M-1/4 614GLK 39 311PTEMPERED GLASS 40 1/4" TEMPERED GLASS 42 645 ADDONSME(OX00WO 69112 45 755 1/2X 1 518REW. -ALUM 6755M 46 1214 1112X 1 114R=. -ALUM. 61214M 49 749 RM-4FORCEME Ti SPRING CLIP 7BRKTM25 51 ]040 ImcRncELocK(DEAD LATCH) 71040 52 1040-2 IMORnCELOCK(DEAD LATCH)S.S. 7104OX ' 53 CY MM?IHOUSINGASSY. ORTI 70788K 54 1016 08 X.625 PIL ET.. SMS 7858ZA 55 657 BAC83NGPLATE(MORTI 4183ON 56 1045 MORTICEHANOLESET 71045 57 COVERPLATE 7VI43 58 659 MORTICELATCHEEPM 7SDSP5M 60 1239 3116"APPL®MUN IN 168421 61 665 COLONIAL EN NUM 41628 famrzc K V£I JR OLDS'1] O NOOWNtaE5TM45H2E'], lEit>:f FX 06D61I0 J1 OGIDAp •ua ,.375 062 ..Q:!{��..� 062 —11.036 1-- I.G. TOP RAIL TOP RAIL MAIL 6063-TS MATL• 6063-T5 111 9618 #706 11 F— 2310 --�{ 093 1.816 L I.G. DOUBLE INTERLOCK MATL•606 T6 ,34 #745 ----I 1.036 I-- .002 .062 2438 L 1 2.438 L —'-I .aso F__ --i .890 I�-- I.G. BOTTOM RAIL BOTTOM RAIL MAIL: 6063-TG MATL: 6063-75 815 #618 #707 - _� �_ .500 � 1r O, REINFORCEMENT MATL 6063-T6 #755 I I T-n1.250 OREINFORCEMENT MAIL• 6063-T6 #1214 NOTE: ITEMS 45 AND 46 LENGTH = PANEL FIT. -41W 2 2,310 093 1.816 L STD. DOUBLE 94TERLOCK OMAT #734 -T6 � T34 2.845 b t— f--- 2-437 —+1 1 F— 2-310 ,.032 062 7.� I.G. LOCKSTILET 093 . 10i MATT.: 6063-TB I.G. INTERLOCK #736 MATL:6063-T6 - 8 #735 I r— 2.437 --1 y 7.032 MZ310F�062 ,.1 LOCKING STILT OSM. MATL 6063-T6 #708 STD. INTERLOCK MATL 6083-T6 - 2-562 —� O #705 7 I.G. ASTRAGAL H.D. ASTRAGAL MAIL: 6063-T6 MATL: 6063-T6 12, #737 _ O #720 O O 0 0 �- 1.750 ----11.000 F� 2T 0 O.125PANEL CUP, BOTTOM MAIL: 6063-T6 #7,7B L6il.OFN/RV. /l.9al[ 1.575 1 mDucTR,0/4W® ..pWn�d.0wIIdt -ez2t. .11 e+Aq mo mal MS Mbai OdvICsOtl O O O o I 7.000 125 FIXED PANEL CLIP, TOP O MATL: 6063-TB #717 ALUM. SLIDING GLASS D 540240 NTS 7, -is sr y�;p1�y Amar„�. I -o aS nPu.e�r,tq w Nm 58705 '•.� � Avil�;:Ott: 'riS;�NAI E,% A LVNN YILL£B,PE PEO Si)OS .660E-- l— 3.624 —+{ 1.Oo0l ' I .....�I.�.. u u u ,062 2600 T 1 NC REP. ANCHOR HOLES .062-�{F.-- 71 2-TRACK HEAD O HI -RISE TRACK ADAPTER MATL: 6063-T6 MATL: 6063-T6 #702 #722A Li 3.600 062 1 687 ; 2370 ^{ V060 1.594 REP. ANCHOR HOLES 1.010 J O2-TRACK JAMB HOOKSTRIP MATL: 6063.76 O MAT'L• 6063-TS #704 #740 r6000CMERRM ..pbftp d'9--w 1.667 REF. - U•=k ANCHOR 062 A..-Ift Re I -Q?14 •,1 HOLES e'pintla Bga,42q 1.750 .500� m4A i I �+{.750 i�-- I 062 -�-I 1 O OPTIONALSCREEN RliYL7 F — 4.676 RAIL, POCKET MATL: 6063-T5 /mq�v�Ro oS #e66®smm3 O 2-TRACK EXTERIORSILL MAIL: 6083-T8 A' #703S •� -"� I"- m0oucr Rev 1.667 REF.bw� n.F 1y ACHOR AN_0 2r•or HOLES 1,760 62 .0L I 1 `�- ss2 .050 I ,` to...........Mi F'^ T O HI -RISE TI: 606V APTER 3.796 1 MAT'L:606a-T5 : �24•: `,sUExsp'•.1��� ;! #732 _ * N0. SUM 74 2-TRACKINTE3OR SILL M1ATL•98388-T6 C9R. Cr:Aurn Sam I I I I j ri-, I ru_urcb auunvv va.nw ✓ ..n,...- LJ w.nvv o�nw taswramn AL bGDEWO NTS 12 + 16 151 O P.FJS@f05 L5216 ,.T U U .662 ° f O 3-TRACK HEAD MATL' 6083-T6 #631 .062 1 687 8.084 - 1 O 3-TRACKJAMB MATL: 6063-T6 032 .062 �i- - 6.184 3 -TRACK SILL, EXTERIOR 210 Wl SCREEN RAIL MATL' 6063-T6 Mm L_ 062 ,662 r� 2.446 216 ADD -ON TRACK W/ SCREEN FOR FRAME SILL 217 MATL: 6063-T6 #616 ADDED FRAME COMPONENTS LI- -- 4.016 1 II .75D 550 0 T r.062 -+{�- I 21t ADD -ON TRACK HEAD MATL: 6063-TB 4613 i062 1 t 887 3.187 T 2-TRACKFRAME, 213 JAMB ADD -ON MATL: 6063-T6 #617 662 12W ni 1.250 1 —f s Ti2 5.582 3-TRACK AMON SILL 21-0 MATL: 6063-78 9615 062 56 .T_2 I-- 1.844 1-TRACK ADD -ON SILL MATL• 6063-T6 #535 L3.0�02� ----- — 1.000 V -+{UI-'- .062 ADD -ON TRACK, 2t2 FORFRAMEHEAD MATL: 6063-TO #614 .7 - 11 625 2394 ---1 O 1 -TRACK SILL, LOW -RISE EXTERIOR W/ADD-ON MATL: 6063-T6 #671 062'440 --L Laaa .062 -- JF__� OADD -ON HEAD 216 MATL: 6063-TB #634 .627 r3.088 _T 278 2-TRACK SILL, LOW-RISE _ EXTERIOR W/ADD-ON MATL: 6063-T6 #638 062 .562 T_ { — 3.708 2 -TRACK SILL, i1B INTERIORW/ADD-ON MATL: 6063-T6 #637 mrr. cm�um.�se 082 .562 r� 2204 O 1-TRACK SILL, 220 INTERIOR I-TRAC BILL, ADD -ON MATL: 6063-T8 #636 6tlD15W I WSJ 13 a 16 1 757 r6o00cr1¢ey� umVUludmNllhm� edahyCoE. �— �Y RRu+m�0.e. "R Um 4fNOM,�p DWI, gwt+lYetWfr ,I. A.C.E. N.e.. w_ 1 _-020. U 44mIF4 * ? No. 58705 DP TABLE REF.: GLASS TYPE: INTERLOCK &: RENFORCEMEN 71 ORTYPE & SUBSTRATE'` NOM. PANEL UNIT WIDTH x HT. 24.000 x 80.000 84.000 90.000 98.000 30.000 x 60.000 84.000 90.000 86.00D 36.0D0 x 80.30 64.000 80.000 98.000 42000 x 80.000 84.000 SILL I JAMB I P4400K I SILL I JAMB I P4100K U IZI5 UI3 ou . TABLE4. Nums '3, TABLE 3, 1. ANCHOR TYPES: ORD 1)1/4' ELCO ULTRACON 2) 1/4-ELCO S84 CRETE-FLEX 3) 612 STEEL SCREW(GS) SEEN 3) 2,GLASSTYPES: B-3/16'TEMPERED C-1/4'TEMPERED D-S/8'TEMPEREDI.G. JAMB P-HOOK 3. TABLE ABBREVIATIONS: SSN-SINGLE/SINGLE WITH NO REINF. AT INTERLOCK & ASTRAGAL, (SHEET 6) SSR- SINGLE/SINGLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL. (SHEET7) SDR-SINGLEDOUBLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL (SHEET B) WD -WOOD SUBSTRATE AL- ALUMINUM SUBSTRATE 2 U Z pnp 3 z � N N U 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: 8 8 1 6 1 5161 JAMBS AND P-HOOKS SPACING -6' MAX. FROM CORNERS AND 28' MAX O.C. B 1D 5 6 e 10 5 5 HEAD AND SILL SPACING -6'MAX. FROM CORNERS AND 225116'MAX. O.C. 6 10 5 S 5 10 10 8 .8 6 S. INSTALL PERANCHOR QUANTITIES OFTABLE 4, USING THE DIMENSIONAL TO To- _lU 6 8 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 10 6 6 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 0 To 8 8 SECTIONS. SEE SHEET 18 FOR POTENTIAL ANCHOR LOCATIONS WTDiIN HEAD, 1D 10 e B 7 SILL AND JAMB TRACK SECTIONS, 10 8 18' MAX. 0 10 8 B 5 ANCHOR 70 TO 7, 8 7 LOCATION, 6'MAX 10 I 1111 6 I e 1 S TYP. moucrREREM NvabtmM fb'm b ASTRAGAL OR IcON„a-�?9.11 INTERLOCK TYP. !4)ANC 16' 6' MAXCLUSTER-0 P 4 M Muni lhtle n0aam>♦ B' N.M01041C41NI 81 818 141414Cfi C8 8 8181 S !C61COIC6110110 10 8 6 8 MAX, INTERMEDIATE HEAD/SILL ANCHORS,TYP., , (2) ANCHORS PER SEE SHEET8 LOCATION (2-TRACKS, 16 FOR 3 4 TRACKS 111/16'MIN.O.C.TYP. 28' MAX. O.C. EXAMPLE l61ANCHOR CLUSTER- CS 2ANCHORS 48'NOM. 48'NOM. 48'NOM. 48'NOM. SOLUTION AT EACH EXAMPLE USES u tei U II 0 HEAD & SILL = 8' MAX. FROM 16- MAX. (2 TRACELOCATION' 8 JAMB 2s, CORNERS, 22 6/16' MAX. O.C. AND O6 B. 3ANCHORS ANCHORS TOTAL SEE w ANCHOR MAX AT EACH ASTRAGAL OR INTERLOCK. MAX AT LOCATION, JAMBS & P-HOOKS - 6' MAX. FROM LOCATION, SHEET HE T16 FOR O O O �'• (1)' T • CORNERS AND 28' MAX. O.C. PERAT ) 4(ANCHORS < < P-HOOK TOTALATHEAD=30 ANCHORS AT EACH APPLICATIONS 0 a Q Y 0 0 96' 2+2+C6+2+CB+2+C6+2+2.30 ( ) 3' MIN TOTALAT SILL=30 ANCHORS LOCATION, m ' MAX ja6)ANCHOR CLUSTER. CB (4-TRACK) t ¢ ¢ ¢ a (2+2+C8+2+CB+2+CG+2+2=30) X TOTALATJAMB= BANCHORS J� TOTAL ATP-HOOK= 6ANCHORS CLUSTER DETAILS f 6. MAX TYP. �6'MAX. 22 S/16'MAX O.C.-y--•-7 1 ' E HEADISILL CLUSTER LOCATION 48- NOM MAX. SEE C4, CB OR CB CLUSTER DETAILS NO Ga1NGES THIS rear. oPAurxxmmo e 161757 1:R0D tREVMSp �pbbff P! W i1wi41 hei7�� ko r ^-� ..II IIIIIL. ,k Na. 58905 01 0. "7,,7ONAL IV o" A. LYMI MILLER PE P.E u7w CONCRETE ANCHOR 3A KSI MIN. CONC. 1- MIN. E.D., TYP' 12) 1 318' MIN. (SEE NOTE 1) 1 314- MIN. E.D. (2 1/2' FOR 1.687 2x WOOD CRETEFLEX), TYP.(2) (EXTERIOR) I O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE 1' MIN. E.D., , ,-... --..: I APPLICABLE TO HEAD OR JAMBS WOODANCHOR!��— TYP.(2) 't:,•j, A.?;`•. t. •'...;� NOTE 1. (SEE NOTE I) � ' -" "' �i ^ I 1 3/B' 118 AL. MIN. 1.584 lx WOODBUCK 1� MAIN. (EXTERIOR) Tr6063•T5 O.C. (SEE NOTE 2) i �1/4'MAX SHIM1I. THREADS (EXTERIOR) I 1/4'MAK SHIM MIN. OF3 2x WOOD D.C. 612 $MB BEYOND O.C. WOOD ANCHOR (SEE NOTE 2) DETAIL-C DETAIL-D DETAIL-J METAL (SEE NOTE 1) SUBSTRATE 114'MAX. SHIEXTERIOR ' DETAIL - F SEE NOTE 1. CONCRETE ANCHOR (SEE NOTE 1) 1x WOOD BUCK "'•'—"- (SEENOTES2) (EXTERIOR) 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. O.C. l 3/4' MIN. E.D. (2 VT FOR CRETEFLEX OR CMU) —TTYP.(2) NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1. FOR CONCRETE INSTALLATIONS IN MIAM14)ADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1W SS4 CRETE-FLEX EMBEDDED 1 314' MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314' (21R' FOR CRETEFLEX OR CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1318-MIN. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112-. WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF W0013 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063•TS AND A MINIMUM OF I/W THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B. D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A812 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J} IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR 012 SCREWS SHOWN IN THIS NOA MAY BE USED. 4. F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT (335D PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, 'DDDDn. 309 FELT PAPER OR MASTIC IS REQUIRED SEMEN THE GROUT AND WOOD SUBSTRATE, DRAB APPROVED BY -m pyypal90ply4(a THE AUTHORITY HAVING JURISDICTION. DPwqc° 19 ozi. DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN. CONIC. 118 AL, MIN. MIN. OF 3 THREADS 6063T5 IxWOOD BUCK BEYOND METAL (SEE NOTE 2 SUBSTRATE. _ CONC.ANCHC (SEE NOTE J� ■ eXTERIOR) (EXTERIOFV (EXTERIOR) DETAIL -G DETAIL -H DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS RTI.OFAIrtII /ffir! 1/4' MAX 1.687 O.0n r (5EE NOTE 5) 3/8-MIN. :n;P.(Z�.�.•�---�•I `2x WOOD (SFE .,IDETAIL-S (SEE NOTE 2) IBFNOTE 21 NO 114' MAX. 1.687 D.C. (SEE NOTE 4) (EXTERIOR) NOTE 1. .13/4-MIN.ED.(27a* CONCRETE ANCHOR'J ' FOR CRETEFLEK), TYP.(2) (SEE NOTE I) 3.4KSIMIN.CONC. DETAIL -A TYPICAL FRAME SILL INSTALLATIONS • 16 1 757 6ipinMoxD,� hR'aIDW Clxad l80DUG7 AC1LLW}IU o axaTbbpMk 9etYrler A� N.I2-02o7•09' faP rsb. Li 1. NiW o.a. NNIDLCIAEY66D amoTfuLwNf lm Ra1S Not o Ze•of 41LedY pa� \1U 11114U LT IV O......., p0 ;•, 6ihT� �: � �; G. A LYNN N41E0. P.E 1.69 w. D.C. 1.69 6 MIN. O.C. ANCHOR LOCATION, TYP, T 5 4 • 3 2 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND(OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FORANCHORS ARE 1.69' AT HEAD AND SILL AND 1.59' FOR JAMBS. 2 EMBEDMENTAND EDGE DISTANCES SHOWN FOR 2TRACK FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. I2 JAMB INTERIOR 7 6 5 4 3 2 JAMB EXTERIOR HEAD/SILL EXTERIOR p g HEAD/SILL INTERIOR �uii�9:9p r u 1 7 1.89 .ItA N IHH)Yb10U ®i/.6AIIIH®B SRo2Ap 1 114 1 16 • 16 757 ecOWRIBII16Wm �pbiq.M 48'4{49 4f�.1 o.4 C1fb�1 m m�� �/419�91e 'jO %•O� mouCr Yavpr * No. 59M Original Tapcon Fastener n7 Beers Residence 18704 Kitty Hawk PSL, FL. Upper Track for Accordion Hurricane Shutter Installation — May 14, 2020 Illustration #4 Original Tapcon Fastener Beers Residence 18704 Kitty Hawk PSL, FL. Bottom Track of Accordion Hurricane Shutter (Typical view of Entire Track) New Fasteners Installed - May 14, 2020 Original Fastener Illustration #5 Original Fastener