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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code 0^!;^» Pagel of 3 I FA I 5CiS Home Log In User Reglstratlon I Hot TopicsSubmR surcharye State & Facts j Publications FBC stare aCiS site Map Links Search ) IF1 I a ' Product Approval p rUSER: PUCIIC User Product approval Menu > Product Or ADDI cat On Search > ADDllwgan LI5[ > Application Detail FL# FL1850-Rll SCANNED Application Type Revision Code Version 2017 BY Application Status Approved St. Lucie County Comments Archived ❑ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodrig uez@eastern metal. cam Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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 Walter A. Tillit, Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jahn Henry Kampmann Jr. ® Validation Checklist - Hardcopy Received Certificate of Independence FL1850 all COI AMERICAN SHUTTER SYSTEMS INC DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard V ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9`/o2f%2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 FL # Model, Number or Name 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span Is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter (Comho) -HVHZ - Drawing#17-10: Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span Is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HVS blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 12'-3" for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 17- 122 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large misslle level "D". Max. span Is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centennates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVl and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 RII Air AMERICAN SHUTTERSYSTEMS IN DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL1850 RI1 II AMERICAN SHUTTER SYSTEMS ASSOC. INC DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Verified By: American Test lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FLIB50 RII AE AMERICAN SHUTTER SYSTEMS ASSOC, INC DRAWING I7-122 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back NeMt Contact :: 2601 Blak Srone sold, Tallahaszea Fl. 22399 Phone: 850-467-1824 The state of Florida Is an AA/eeo employer. Coovrlcht 2007-2013 State of Florida. 1; privacy Statement :: ACaSSIbIIIN Statement :; aefund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entlty. Instead, contact the office by phone or by tractional mall. If you have any questions, please contact 850,487.1395. *Pursuant to secure 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, Fs. must provide the Department with an email address It they have one. The annals 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 an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please d1Ut bM. Product Approval AAc�ccee�Jpts: ® 1G31 21 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs9%2fllo2ftCOhpJQ... 3/24/2018 Florida Building Code Page 3 of 3 • �ccivtyt.i etrayc� https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/24/2018 r� 1 L ECO �In�c. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteco©aol.com. PRODUCT EVALUATION REPORT FCflE:°'os�`Nm06719 FLFLE.B. P. LiceLiccosNo. o.44167 REPORT NO.: 17-0726.07 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SU6-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System H.V Blade #1 and 2 and HV Window Blade'1A SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This, is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc 'based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an 'Evaluation Report as described herein, and has been verified for compliance in -accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Cade. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): r�e�ru��>..,,,� Drawing No. 17-102 (revises drawing # 15-07py ' Ti f }IA H.V. ACCORDION SHUTTER SYSTEM", sheets 1 thruoieo 2 "' u '}A and 28A of 28, prepared by Tilteco, Inc:; signed and..&; ed r'�A: Tibit, Jr., P.E.;'dated 07/26117. This drawing is an integral �rt 4(th 4Wy8t)orf?epart. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.07 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 0214.01-03, 0715.01-03, dated June 27„ 2003; and January 21, 2004 respectively, signed and sealed by William R. 'Mehner, P.E., and Henry Hatten, P.E., jointly with ATL reports# 1004.01-05 dated 11/16/65, signed and sealed by William R. Mehner, P.E.; # 1214.01-05 dated'12/20/05, signed and sealed by Henry Hattem, P.E. per Protocol TAS 201, 202 and 203 and completed with ATL Report # 0317.02-06, dated on 05/23/06signed'and sealed by WilliamMehner,. P.E. also per Protocols TAS 201, 202 and 203. Large missile impact ,& cyclic loading under protocols TAS 201 & 203, Test reports prepared by American Testing, Lab (ATL) of South Florida,, Report No. 0600.01 A Q0 dated June 17, 2010,, signed and sealed by Julio E. Gonzales, P.E., report No. 0210.01-11, dated 02/22/2011, signed and sealed by Henry Hattem, P.E. Tensile tests ,as per QC Metallurgical Report No.3DM-388 and No. 5JM-1022, dated May 20, 2003 and November 16, 2005, respectively; signed and sealed by Frank E. Grate Jr:, P.E., as per ASTM E-6, as well as Reports No.1OFM-718, dated June 22, 2010, and Report No. 11CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate Jr. P.E., as per ASTM E-8. For HV Blade 2: Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of'South,Florida, Report No. 0422.01-05, dated April22 thru June 15, 2005, signed and'sealed'by William R. Mehner„ P.E., and Henry Hatten, P.E. Tensiletest as per.QC Metallurgical Report No..5FM-578, dated 7/6/2005;.signed and sealed by Frank Grate, P.E., as per ASTM E 8. For'HV Window. Blade'1A Large missile impact and`,cyclic loading under TAS 201 and 203 Protocols, as per section 1626' of the Florida Building Code. Uniform Statio4orddsap�accordance with Protocol TAS 202 per section 1626 Protocols Tit1`2 s:t.reports prepared by American Testing Lab of South Florida pr�{{ 5s08 and No. 0725.01-08 (Addendum), dated 07/19/08 and 0812Q*0$ as r -signed and sealed by William R. Mehner, P.E., and Henry Haden ,liddIA7 y V PRODUCT EVALUATION REPORT NO. 17-0726.07 Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. ETC-07-1095-19015.1, dated 12 114107, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan, P.E. Tensile test as per QC Metallurgical Report # 8GM-693, dated July 21, 2008, signed and sealed by Frank E. Grate, P.E., as per ASTM E 8. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with Miami Dade County Product Approval, addressing Fire Burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated July 31, 2006, May 23, 2008, July 1, 2010, and 10/27/2010, signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing Mounting 11, sheet No. 7 of drawing No. 17-102. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), Drawing No. 17-102. Maximum Anchor Spacing for HV Blade 1 shall be as indicated on sheets 13, 14, 15, 16, 17 &28A and 17 of 28 of Product Evaluation. Document (P.E.D.), drawing No. 17- 102. Maximum Shutter span for HV Blade 2 shall be as ijr, dated of Product Evaluation Document (P.E.D.), drawing No. 17-102. i�jalu�n -r span for HV Blade 2 shall be as indicated on sheet 25 qP1 rA. L3caluation Document (P.E.D.), drawing # 17-102. Maximurry.`�AY�chd'�� s`l li�be as indicated on sheet 26 of 28 of Product Evaluatio l Document (P. 15.). dlawino PRODUCT EVALUATION REPORT NO.17-0726.07 17-102. Maximum shutter span and anchor spacing shall be as indicated on sheet 28 of drawing No. 17-102. 5. INSTALLATION: For HV Blade 1 shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20, 21 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Minimum separation to glass shall be as 'indicated on sheets 6 thru 11, 18 thru 20 & 28A of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheet 5 of 28, note 10 on' sheet 1 and 28 & sheet 28A and note 10 on sheet 1 of 28of Product Evaluation Document (P.E.D.), drawing No. 17-102. For HV Blade 2 shall be performed strictly in accordance with details indicated' on sheets 2T, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D.), drawing # 17-102. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheets 21 and 28 and note 10' 'on sheet 1 of 28 of Product Evaluation Document (P:E:D.), drawing,No. 17-102. The HV Blade working inunison with HV Blade 1A shall be performed' strictly in accordance with Limitations included on sheet 28 of drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6,7,18 and 19 of drawing 17-102. Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Anchor specifications for HV Blade 1 shall be as indicated on sheets 14, 16, 1,7 and 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17 102. Anchor specifications for HV Blade 2 shall be as indicated- on sheet 26 of 28 of Product Evaluation Document (P.E.D.), drawing # 17-102. DER A. T/�< ''�,10Eryjs�; No. 44167 EW PRODUCT' EVALUATION REPORT NO.17-0726.07 7. LIMITATIONS AND CONDITIONS OF USE:. 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 indicated on sheet 1 of 28, of Product Evaluation Document (P.E.D.), Drawing No. 17-102 prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. 72.'Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame and metal stud walls under the Maximum Span and Maximum Design Load limitationsindicated on this drawing, as applicable. 7.4 Limitation of use for Blade HV1 used in unison with Blade HV 1A shall be as per sheet 28 of 28 of drawing No. 17-102. Product Evaluation Report prepared by Walter A. Tillit, .Jr., 'P.E. (Florida License.No. 44167), President of Tilteco, Inc. (Florida EB-0006719). '�jCEMgF•• '�� - No, 44167 y 1. EEMIY N=V BII=M CL SYSIEL ENOXW OX 1M6 "ROD11Cr EV&D*DSH WCUYniI (PEGS) NAS BEEN VERVCa FOR EENFD f IN CCORDµCE MH ME M17 (BN EORIIXi) DESIGN WAD LOBS SHNL BE DEBMNNm A6 PER SECTION IBM W ME ABWE YENIIONED CEDE, FOR A ETMO WIND SFEED REOInREO BY ME JDMSD4SDN "ME SHUTTER WILL BE WSYAIIED WITH A DIRECTN NA FACTOR Nd.o.B5. N9NG ASCE 7-10 MO 9WE NOT EYCEEX, WE WAWUN (kM) DEPCN PRESSURE MMM WOIGTm ON SHEETS 12 HOAR 12. 2% 26. 26 Q 28k N ORDER M VEWf 1HE A T EONDITKIM UUWATE DESIGN NND LOADS OMERNMm FEB ASCE )-To SH BE FRST REWCFD To ASD. DESIGN W o DONS, W NIrtM"ON0 WREN BY as N ORDER M MUPµE TI M W/ MK (k50) CESIGN PRESSURE MTSMS MODES 04 DEETS 12 MRD 17, 25. 26. 28 Q 2Bk N ORDER 10 4EW% M T IMY.ORS WI Mo PM- AS TEslm. MIS NOT QIU6MF55m, A M a NOiGSE N NLOWk4E DINTS MR W:N9 LOFDS W'A$ Hol USED N MEW NY.LTSS, ppYTM NV. pECWtOWN SMIfRR 5Y `B M`M`N Y FOR MRS ANO DDRE MIME NMLT LSD HAS BEEN METED N F OMOTTE A'CE WIN SEEMN 162E W THE AB YENRWim CODE IS pM AR REPORTS: -IN euDE01 F0214D1-03. #0715.01-01 /I004A1-03.11214.01-0% /03'7M-06, 1060 of-10 MIS MOJIODI-11 1 FER TAS Mi. TAS 202 SAND TAS 203 PROrOL9L5. -HL' W1NWX BIME ® }0505.01-06 AS NS Mi, 202 Q 203 PRQ OCOLS MO 0)2}01-05 AS PER INS 2M FROTIoD, -IN BU0E@2 /0422.01-05 AS PER 7M 201. In W2 AND INS 203 PROTSOOM. 2. M' BLQE(IJMO HV E (Y VEE ENANEERm TO RON N uNTsoN Willi EMN OTHER N AREA. valm ME MO 2DNE 5 M INTERIOR ZONE 4. WH XV BLtCE 1 µ0 HV WtVWq 6WIE ® ME ENGI16LAm i0 NPM N UN6W! AIIH Ebl OTO:fl UXOLR 1XE LfXpUI LMITA¶Wi5 A4D COXai916 N' 142 NDSIm ON SHEET 28 3. BFRRN Nv. ACCOROAN PJb (NV 5WEM51. USfD AT E]MEB gNCXLE AtID FOR DNECE YWM CNMrnON M WATTS SH41 BE 1 14=75 Mo 114N,)S RESP[CyAELY 4lo-11 YNWw 6ER16 STNNIFSS SIFFL SLREM WIM 135.0 Fi 11Em SNaN601 A4D IRS YY 1ENER.E SINENCM, " SX BE LOTTED "'MBERMA try SCROSHIDD LOTTING SYSTEM AS WNUfACRNm B( M`RWm CSTNG APHIC Mio- RESOMERTD VTM "MOM SIFTER SMERS ASSOCICB L MRS Nlm BPM ME HN RAIMNG ON MDR NS, 4. M kUYNW "W"BCNS SIWL BE ]I.) Na.WMMUTA ASSMIADON ALLOY AND TDIPEST AS N=TED M Wflo S 2 AND 3...l. TIODS SRFNOiH FOR 606]-i6 ALLOT IS Mo ]S) Met FOR 60G5-T6 ALLOY. 5. NL SCFENS 10 S= MA fws5 STEEL ]04 OR 316 MR SERDS OR CORROSM RE95iIM COMIC) SgopH SREL AS FIST DW DBMS "M SO kll YN. M3.0 STRIMM .0 PO b YM. 7DEUS SMENGM Q S L COUPLY W/ FLORIDA 6.11INC. COCE SCCBON 2411,3.3.4. 6. BOLTS TO BE MMI A -'A) ON.VM4m Moo. OR NS 304 OR 316 STORES STN.LL' E55 STE6'NM 35 Mil ICNYW VELD STRFNCM. ). SEE ME FOABIONG SHEETS FM MENOR 11s,I5.t5St6,1) k 2M H✓ TADE J� 20. HV SOAK Q ® WRRrtG N TOSSER: IS. 14 Q 16 B. M6 6RTIN HV. FEDBNSC4 S DWER SI010 6FIRS A U$ PATEW M6`/79,5B2. COMOV4 1TS OF MS MPRNk ME CMNE,, N WHC9£ OR N pART IT' IT, PASMI 15.45B,1)9 oEMED TO DISMISS, YET& SUPRY. INC 9. a 51Vi1 BE ME RE599N981flF( OF ME CWFIRACTCO TO VERILY ME SWNiW3iS OF R STRUCMAE "US: SHUTRN 13 TO 6E AM"DED IS NS"RE MOI'M MCNGR.Y:E CtlNIRACrOR TO SEAL/mA ALL Stoat WIbOMHF EDGES VMICH RENMI. TAW FFSTWNC IN CIXO0NOU6 cwM WTH WE SuM.G. TO PREVENT NMD/RAM MTRUSWN. 30 EACH Dia YISI BOAR FENNANEM TEA. M A VSBIE FIACE WIM T'ARM.K I TMU`G TIMMS OF HI6WSNE NMRF GS H�E OWNER, TAUNT, OR OIHM YYST PROPERLY CLOSE k1 W AND HD CENTM AIFS N, ENaN:E Ni ILK% NL W MO No LOCAS I" SM M LWNF4CAIRMS —D- S BE mGTED ON A REMY NPiIOtE t=MN AT A2ViOgN SHUTTER M PCCORDVKX WM -SECTION IMSS ] OF FTDWS STWING CODE ONE {ABEy B DE FKm FOR EVEOi CPDTNS MEWID M CWRY'MM SECr9N 17099.2 OF ME FTDRAA BULDpO CKE 12. SERDU KY. ACCORMON 9HVTTM SYSIDfS MSDN ORON SWLL mUPLY WITH SPECS MWSIm RR M6 DRAINING FLL5 ANV MALMNG AND ZONING RECUTAMNS PROVIDED BY ME age= M %HME POMIT IS APPLIED M. 11 1') MIS PM PISMRm W M5 ENWNQA IS GMVBC AND DOES HOT PROApE PSORYAMM FOR A SIZE 6P M PRN , L . WNME TILE ME CONMO,NS OMATE MM ME REDS (6) CON1Wylpt TO BE FESFON5IELE FOR ME SOERaN PURCWSC AND IfSD.NNIDN KIMONO LDE BVE1Y OF M5 PROWICF, OMM ON TARS P.M. PRC,%ND K/SNE DOm NOT vzI w FRO. THE CONDITIONS DETAILED ON WS DO WDON CMSTRIICIpN SeFLTYAT = SIRE CONIMCIWYS RCSPoKT®.TPY. (C) M6 P,EA WILL PE CaiyoaRm IN.ND P k1FRED BY ANF YEARS (d) SITE SPECK PROJECTS SIWL BE PREPARED BY A FMK A RECOMMED DO EIEER OR ARCHITECT WWp ML BECO.E ME PRANCER OF RECORD (COIL) FOR THE PROTECT Mc FIND WLL PE RESFCNSMDE FOR THE PROPER USE OF ME P.E.D. ERGiNUR W REmRD, ACBHS R A VDINATm DONEEN TO WE P.E9.. ENGMEER G 5U6NI TO THIS IA,, ME SRE SFE[R DRANWCS MR INDAM. (e) wcI P.E.D. EWES DOM WE STE Mo MION& SELL No SaUTUFE OF MEP EAAAIA{��''' ((P 'THjHIyZay-ER OF RECORD THAT PREPARED 0. [L4 TABLE OF CONTENTS AREA i•HV BA (1)0km GENERk fMTES SHEET 1 SISTER CORPoNENTS 1-20 SHEEP 2 SMTM CONFONDNS 21-37 SHEET 3 TYPM SIMMER ASSERBLY 38-43 AREA 2• HV ITT ADF n AND HV WINDOW SHEET 4 MADE 6k (MO(MOL APPLICalF) TYPRll "DIFFER EL S6%SCN Q NOTES ON LOCHS SHEET 5 INSW710N MAU A-E. CONCRETE/BLOCK SHEET 8 INS/11A71010 DETNSS F-I_ CONCRETE/BLOCK SHEET ) CENIERRATE CETM.S HV SHEET 8 CEMF n &TERNM G MAIL, NV SLEET 9 CENTIERUME DaBu S HD SHEET iO Mo CONNmDON DETAILS 1-6. CONCREIE/BLOCI( SHEET 11 DMCMUR SPAN TABLE SHEET 12 ANNOR SCHmRLE- CONCRETE SKEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDUE- CONCRETE SHEET 15 ANCHOR SCHET)LE- CONCRETE BLOCK STREET TEA ANCHOR SCHEDULE- MOD SHEET 16 ANCHOR SCHEW(E- MOD SHEET 12 INSTk1ARON DETAILS M-R, WOOD SHEET 16 INSULDTDN DETA05 S-K, W000 SHEET 19 END CONNECWo4 MM.S 7-12 Q X. WOOD AREA 4 AnF SHEET 20 HV RI ® ONLY IMM SNURER ELEVATION Q NOTES ON LOCKS SWEET 21 INSALLAPON OETNIS M-CO, OONCREIE SHEET 22 CEMERMATE DETAILS HD SHEM 23 Mo CONNECTION DETA15 1-6 Q )4 CONQETE/BLOCK SHEET 24 NOOYUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE. CONCRETE AREA 4: HV WINDOW 8=17 Q ONLY SHEET 26 FIPrAt MNOOW RUDE Q WINDOW DETAIL SHEET 27 IYRGL SHUTTER ELEVATON AREA 5; HV WINDOW III AD (11) ONLY STREET 28 WS&UTION DETAILS, METAL Mo WALLS SHEET MA THIS DRAWING SHALL ONLY BE USED TO OBKAN PERMUS IN THE SKATE OF FlORIDA INC- 441E j a ` f(. 1 . Su/ORAL ��GF1I' (LTE C p TILLT TESTMG A: ENGINEERING COMPANY fins I.e.3 n, S- Ne, vAW4A coma, N MI FN— : (:AS)5T8M i-. III: (SD T1-IMI 1E8 OmlM)IY m4 WFi10i A TWf D. PE TtONw 11c M 441157 A.Sms Am American Shutter Systems Association, Inc. 42M Wnt Rmds Drive Wert PCIrrI Becd6, IT. M407 -PHPPe: (600)432-2204 . Far. (561)209-8380 6ERTMA MVTR Accordion Shutter Syste) Y. BA➢E I W/ OR W 0 HV. TIMM fRPOE Q KY. EMAD -. NY. NSCSPI- IT ORMN fic La I aD 15-07. M/N/H Sou Wi /1 3 DRAWMG No 17-102 _.. - 4 52MTRIi1 P.P.E.•e u 6A&E/DATE j �• � \• 1 ee46 asY ca 4M7 I 0 UNDER US PATENT ( 5458179 (2)HV BLADE 0 HV WINDOW BLADE • COVERED UNDER USPATENT f 54MI79 DNS OF USE OF BLADE @ ON SHEET 28 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Jd56' ( .6T1• 6 =-11�11 QUALMED FOiUSE W/ W BLADE 1 & 0 6063-TS ALLOY AND TEMPER t91Y O03' �pe3' O6D• �. 'A 4o i6m � tea • ' 11 BY CEILING HEADER O FED FOR USE W/ HV BLADE I ONLY, SEE SECTICNS FOR VALID 6065-TS ALLOY AND TEMPER 141 XMtt YNI 1' 1' A6Y 21DES DE ANGLE QUALIFIED FOR USE W/ W BLADE (D & (jD 6063-76 ALLOY AND TEMPER -1 4lYP.) 0 HV ADJ. ADAPTER W/LIP OVPLIFIED FOR USE W/ HV BLADE 01 & 2'(� 6063 M ALLOY AND TEMPER VaRIEs r l e1.' m �• per m tW a �! 6p- . Bip 1 ^ 1 C2 HV HEAD/ER/SILL ('� QUAUSE DO6ORiUS W AND BEUDPEdT' ONLY ,lt L=7=tz- CHV UNIVERSAL FLOATER QUALFIED FOR USE W/ W BLADEQ&@ 6005-TS ALLOY AND TEMPER. 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AS uµWKN4N Ht wW4 OERAT RVTCKK NlSi4p1: ILLY .SRSLY .0!w Wt EOWL HV ALTERNATIVE LOCK OUALFiED FOR USE QUMIFIED FOR USE W/ HV W/HV BUOE QI ONLY. BLADE 1Q ONLY. Ayr, ob emu• ooD n W m O "I 0. I �TINNaNRX CYMNOEP OR 4Y Citix4'R "'V Yiry I -la. Mac ' a TtluueTu6n eruemER OR NEY 1.ST IF` CiMINER ® HD LOCK BE RE099 WUNARE MORTISE IOCNS SERIES 3 HONK EMT LOCK. OUALIFIED FOR USE W/ HV BLADE�l), ® &(D YEY\EEy�Pv: JGENSf� ✓� ? IF •IF L o ; � F •-90,6.•.F.....R w�ssT3 fs k Il P piiRfr lE Q]DIT 1RTEm. aC. IENW.Et6MD) A■� Amarlcan ShuHer Systems Asaoclaffon, Inc. WP4 0WAIteR ,DFIL I1.) PNOne: (60DN33-220a . Fc,: (3al)2OB-U80 OMIT TASfUW METAL SUPRY. EYc. C LLO.SwAw TILLi TESTING & ENGINEEMNG COMPANY 6JSA NLL 3xA.3D>. ©D6 Rww At. Proru:(m3)Bi�l-1.i6]O. a�JO31BT1-191 vPUER & I P.E. ftmew 2 1Inn BERTHA HVFU Accordion Shutter System .Y. EVDE 11 W OR W 0 NC WIN" MADE & N.Y. BIPDE j n x ns aon X D6rz wxN a c I as 13<» DI/MM wM- n s T 2 DRAYANQNO 1 7-102 � SHUTTER ASSEMBLY SCHEDULE FOR HV 0 HV A AND HV C2i BLADES. ij HV BLADE 1 1® HV BLADE 1A 22) HV BLADE 2 ® HV LONG RECESSED NYLON BUSHING 35 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 AISI 302 SERIES S.S. RNETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) a (1) NY PIN ® BHPLL Al WAn BE USED AT ALL EKTERIOR BORON KNUCKLES OF ,N ACCORDION SYSTd1 W/ HV tD OR HV (9 BLADE. (2) IN PIN ® MY BE USED N UEU OF ® AND O Y AT EXTEPoOR BMW KNUCKLES OF HV ACCORDION SYSIEM W/ HVQ3 BLADE WHEN CORRESPONDING TO NBIAUATIONS 'CC AND '00'. SHEET 22. (3) W PUN ® OR © W/ 1/2- O.D. 1/I6- THICK S.S. WASHER SH BE USED FOR DIRER MOUNT INSTALIADON PER DETAIL X. SHEETS 11 & 24, RE 7*d _: 4: IYPICAL SHUTTER ASSEMBLY SCALE: 3/8' = I' e0]24', .°y;�r o 0 B� ©N1, TalUq; PY ILYfiatF(ptiq) ILIECO TILUT TESTING & ENGINEERING COMPANY ,S1 N!. XN S4 Slw JOI. ,MCW'JWaliFS. Ilpip. ]f 44we : LM,T9n-,53p . Ta.: bdslml-19I 01 *A 0 "E' to NH�M ASSEMBLY LAYOUT N.TS. EXTERIOR HV PIN 4© OR © AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE - FOR REQUIREMENTS) �+ �+ /� A.�7.�7■/t+�■ American Shaker Systems Association, Inc. 42M Wert ROOEa Oriw 1Ve't P.I. Beaty, FL (3 7 Ph. : (800)432-2— . Tm: (561)209-8380 ®2017 EASfaiN METAL SUPPLY, NO. BERTHA HVTM Accordion Shutter System Y. B(ADE /I R/ 03 W10 NV. Mlln BLADE & NY. BUOE �P saw ocsEFFR ws ox wN sr Lc , Din ,o-0,e a]nwn wTQ m)2a/]7 2 DRAWING NO 17—t02 T SEE END — CONNECTION OEAAS ON ERECT 11 TOP. U, HEIGHT. 0.0- 11�r-n I y �a�w O' OwOp� •�� V • �w�. �jbr ©.�w TYPICAL �1 I HV BLADE SHUTTER ELEVATION N.T.S. �pys OF CORNER CENTERMATE 'NOTES ON HV LOCKS AND CENTERMATES: 1. MANMIORI CONOWN Al: ONE HY LOCK y) w SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B99..,,OW 2 OF v LMx SPAN fOR BRANS UP TO 105', IRO fOft UNSf BONS T ANY ELAAATON. W LO(]t iL� w WY BE USED 0.S AN INSIDE OR OUTSIDE LOCK ATTACHED Too OR CENIRNWTES W/(2) 1/4'0-20 0 1/2- WIND RAT HEAD S.S.AH . MS. LOCATION OF LOCK SBE AS WOICATED ON TYPICAL SHUTTER EU5%BOR. TWO W LOCKS OR OR ONE HV LOCK OR W/ TWO LOCKING RODS AT TOP & BOTTOM SKALL BE S ANY SPAN ANO INS ALUELEVATON. HV LOCK �§ OR ®SHALL RE ATTACHED TO ;t)1 OR CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY MOWN el. LOCATION OF LGCK KS AS APPLICABLE SN/LL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MNDMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13 ON SHEEP 12. J, MAY 6 DESIRED, FOR TETER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TNO HY LOOPS M BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECDON OF LOCKS TO CENTERMATES 08 O2 SHALL BE BE AS WB01^c. DIGTED ON NOTE (1) A LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICM. SHUTTER ELEVATON. 4E USED IF DESIRED TO ENHANCE SNURERRPERF NANCENOT REQUIRED ATtlURPJCkNE POSITION. BUT LOCKING ROM Oj OR AN ALTERNATNE Y DEVICE MAY ALSO BE USED AT STAWNG POSTON (NON HURRICANE POSITION). 5, MANDATORY MOWN /2e ONE KV LOCK � 0 SHAH BE USED AT CORNER CENIERMAi6 FOR ANY SPAN AND MSLAWRONB AT ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ,I23 CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT READ S.S. M.S TWO LOCKING ROTS AT TOP & BO ON SHALL BE USED. LOCATION OF LDCK SRALL BE AS INDICTED 0V TYPICAL SHUTTER ELEVATION, YAOMUN SHULTEIt SPAN SRAU. BE DEORMEO AS PER SCHEDULES SHOWN ON SHEET 12. 1, 4B. • ONE ALTERNATE NV LOCK f MAY BE USED M LIEU OF ITV LOG( w FOR ANY SPAN ANp VNBIAIURONB AT ANY EILYARON, ALTERNATE LOCK, MAY BE USED AS AN NSCf OR OUTSIDE LOCK. ATIACHMENL 2 OP 1/4'0-/A- B.S. TMINBBCREW TO 6 OR C2j CENTERMATES SHHL BE WE W/ 1/4'0-20. /0- ALUM. RNNUT AS SHOWN ON MOON WL SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHMM SPAN. 'NOTES ON HV "T" LOCKS AND CENTERMATES: 1. ONE ALTERNATE W T L �DD WY BE KSTA IN LIEU OF W LOCKS OR Q55 FOR ANY SPAN AND i BFAUA1KlN AT ANY ELEVATION. AL RATE LOCK Y BE USED AS AN INSIDE OR GAVE LOCK. ATTACHMENT OF LOCK ®INCLUDES USNC REINFORCING AS S M ON SECTION HVG, SHEET 9. WHICH MUST BE CONNEc1E0 TD CFDNTERIIATES AND �W/ 1/4-0- DER 1 1/2- LONG S.S. THREADED BOLT W/ 7/8-0 x 3/32- "GNUT OR W/ 1/4-0-20x1' SSJND. INTO A 1/4.Ox 5/d' RNNUT. LOCK MAY BE INSTNLED AT MOSPAN OR 12' MAGNUM ABD4 ANDELOW BMDSPAN. USE OF TYO LOCKING RODS 8 TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: I. F :ONE ALTERNATE NO LOCK O MAYBE USED IN UEU OF HY LOC16 OR FOP ANT SPAN YNO INnAL1ARa15 Ai ANY ELEVATON. ALTERNATE HD LOCK g MAY BE USED AS AN INSIDE OR OU ENE LOCK. ATIAM Nf OF HD LOCK 6A TO (!.} IB W/ 3 /8 x 3/8' RN, SS , AND INCLUDES REINFORCEMENT LKERT 0 AS SHOWN ON SECTIONS 108- AND TIC -FM, SHEET 10. LOCK MAY BE OSTAIIED AT LRDSPAN OR 12' MAYWUM MON OR ABOVE MIOSPA USE OF LOM NG RODS @ IS COMPLETELY OPDDNA>_ ` exy1Q':: vr,ENSF`•.;� y No.44167 ': ( * ; G%]01] MIUN. I= GNASFR1r6) A S A /1� American Shutter Systems Association, Inc. 42M Wert Rou00 DrI PNom (e00)432ANG '2204acnfuFr (56t�2O9--BO PV]on EASTERN METAL SUFKY. INC. ELT EI C o imc BERTHA ter S Accordion Shutter System Y. EUDE 11 W OR B 0 KV. BMX SURE & KY. BUDS y %•(try xY • M1 �`,�N� V ` On�!•� r1� _ IC •' \ I, 'C1res�ONAI�aG' � TIILR TESTING & ENGINEERING COMPANY eve ILa :An u, sa mS..ICM, fNao¢ Nv07,. x]In P— : u(6)5T-'MO . Fae : LNCNrl1-19I T` >o"" a41YA A Ifif Jr. P,L FUxlM Uc i 4eIe7 R. ONVO pX IoA1[ TPAYH sY: LG I an I!-oTv O1% 11 ] NO ORA-102 17-102 R 5!t�� UR P.E Buu�.$QIiISS1URE/DATE s SHEET E (A' WALL HEADER INSTALLATION 9* YW. 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TO T11E y0'EJ(BL OETS"M SPAN SPAN tuf,i OPPOSING AEEN 1+• AND F CENTERMATES CENTERYATES PROCEDURE TO OflERMWf WgWu gR ( S O L S 3 S/f A c V FOR COu611411TNS W 6EMEEN MAX L W/ RWR/CE9YYG MOUNTINGS ATONED 3 ]/f a 4' A GRIN MSRA'E AS.O. DESIGN SSURE RATING: a USE 2 I/2' Taft N] L=, 151, "CCAiR :RYINE USE ey1CATE0 vAWES Fqt H\ - MAX SPAN FOR WALL MOUMING A CAM NEGATE ASO. DESIGN SSURE RATNG: EFUHNE: - W SPAN roR WµL YpUNING fN LATIO S. . YAX SPAN FOR FLOOR/CDLMG SNORER SPAN iNSTALLARON SYMMETRiG CENTERMATE _ OR lE5$ >t0s' TO MA% ALLaRED 3 I/y. ,,, MINC DMSTRLIATRLYS. LL MUM AMORABLE SPAN IS " USE 2 15/16• FOR W T Al- TO THE MINWuu BEhNEN I,+ . r: Yr-• AND la-' •• USE 4 I/a• MOH HV -r I GO TO ANCHOR SCHEDU1E W0H PUUL USE MDK:ATED VALUES TOR W QUM ALLPWA?HE SPAN ANO NEGATIVE O •Li' MAAIWN $NUTTER SPAS OR NI Nfl -B• 8'-6• INSTA.S-D. RESS SHALL BE UNITED TO 105 -8' S'-f0• Psl. 0.5D. DESIGN PRESSURE MTMG IGN DESIGN t H.V. CORNER CENTFANAM 03 MY BE -6• s-6• USED AT ALL MOUINING INSTA-l-KII S. 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E[OMOOM SEE NOTE Y BFIDW. 2 ANpiOR6 i0 NOLLIN/ CFAIxC SW11 BE !9 f£H WUNI:NO ME U. SNEEP 19 AND SNALL CONSRT OF 1AG SC6EM' A9 P[R Np5 2015 SPECLMATPoN.f J. SUBSfM1E SNNL NxSCT OF THE FOUa1 M -SOURaRN PNE No. 3 W/ G-035 (N.03) -OOl%1/5 AR W/ G.030 (NA.S.) -SvWCE ME M N W/ 0�0.40 (N.O.S.) -SPRUCE ME PW SOUM W/ G-OJ6 (1LD.$.) -UK 1/2' COX PLYWOOD (1986 APA) 4. ANCNOR9 SNIlI BE IN6TAIECO nDuCWNG ALL OF ME IffCCNNFNOAnONS AAG STxYSi ON5 OF THE ANCHOR'S W FACNRER. 9 3 - i =•F1Sn^•. IIr Pu,-, yY.V.:......... �4 I uceras .� , E `� ; %• { •: 1F •;/�: �, .' 1 �RI�P;i •a64111Le ••• C)"'l muxo.,N OMGNLE 0) �+ �+ p A.a7.�7./y■ American Shutter Syaiams AeaoClatlOn, Inc. 42" West Raod4 Df nest P.M Bean. FL 33407 Phone (B00)4.12-2204 . iac (561)209-6300 02017 EAFERN UETAL. SUPPLY. OIG IL EC O EMC. BERTHA HVFU Accordion Shutter System V. BUOE 11 B/ OR W/O KY. WOPN WX a NV. 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TAPCPN n RATING AND A CORRESPONDING MOUNTING TYPE FOR GONCRErE INSTALLATIONS ATION POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GO (SHEET 22) SPAN (ft) USE MA0ILIUM VALUES BETWEEN POSHVE AND NEGATIVE AS.D. DESIGN LOADS 50 OR LESS 1 >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 B.-9. S. 4 1/2- 3 1/2- — — OR LESS 12" B. 6" 4- 3 3/4- 3 1/2- 3' 2 - - UP TO 12•-1' 10* 6- 4� 4' - >12'-1' a' 3 1/2' UP TO 18-0' 7 i/2' 5 1/2' 4' - - { NOTE: f VAUO ONLY TOR UP TO HY-D' SPAN (A) ANCHORS TO Wp SHAL. BE AS FMML- Ai) TO EXSDNG POURED CONMETE: (Min, rc . 3192 psi) 1/40 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. DUILGEI. MNIMUM MBMUENT INTO POURED CONCRETE OF TAPMN M 1 3/4-. A2) TO FASTING POURED CONCRETE (Mn. 11c . 2899 pu) 5/16'0 TAPCON XL ANCHORS. AS MANUFACTURED BY I.T.W. BUIL WL"Un EuSEDNENT WO POURED CONMEIE OF 5/16- TAPCON XL ANCHORS 5 2 1/4-. AJ) IN CASE MAT PRECAST STONE. PRECAST CONCRETE PANELS, PWER5 OR ANY VENEER BE FOUND ON THE E'"STPIG WH OR FLOOR. ANCHORS SHALL. 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WtlM nPeW .l]I PAS _ (3mWn-Imo . r. , PmM 1_1s3i .-mw; DNaRwtco-n ® .'T19 .1RR A TLUT J. P.L M2M UF 4.167 A(YAM o«I pnon I "n 9RAAR yr. 1 1 aLD IS -PA 6,nalr a,IC "A./IT A 1 7-1 No r 7- OZ ....�.-. y P.E SEAL/9GnA1URE/OAIE t s EXTERIOR .0-� 1A a6zs SECTION X—X Hv WRfDW eIADE SCALE: I" = 1' EXTERIOR ELEVATION SCALE: 1" = 1' ©PH MEW. MC. No.44t67 '.Ml E-= ?�. p�,I�j.., '�W ;• TILUT TESTING k ENGINEERING COMPANY - ��:"1.:'/• \a 1 nssa R,v, sea ss. su- am. xeaw ewuvHcew v •.• TONAL ENG�'• Pro�.e: Iw;)6n-165o.Fm:(9asl9a-,y01 -mm: tTemxmmm EB-OYlens aJ1TFR 4l9lk-P£ P.E. EW JJtYtANRE/OAfE FLOh.M uc 44167 POLYCARBONATE IMPACT RESISTANT HV WINDOW SAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE NF- ON SHEET 28). POLYCARBONATE SOURCES FOR 44 rPrurmr RfsuEr TPIGaL PROPEIi1(5 STANNIdI � �iu4�a t REFFINNCE wmx 1 s^Fa[[ uawvrcua nm lauv 1m ®.r Cttr9Cll: `iEC61C GRA'RIY 4E[NL ASIY D"2 0.04 M". 0.043 IeAW 1EN5lE YIELD S1gENCiH ASf1A 0638 9.100 p.a.:. 9.500 i. Pa ilEl[UML SIRfNGnI AT WELD q6M 090 12,500 A4.. 1},400 ps.i. nE%II NNOOUILS ASM 0790 MO.CM P.a.1. ] .M P_ai. NP1LT. NOTCHED IZOD FIRE"'MI,Mm A D256 /STY D28U 18 Fi-mAn 47.2 R 17 FE-Vl 61.5 S WV 91tl¢ Df SIN MlE OF BUMMG A 06m C-1 C1A69 C-1 C s SELF 0=11 0. D1929 I M T 9W T WEGNMNG: ASM G155 TEIISIIE STRENGTH 9 WEATHERING AfirM 6M 9M2 Pi. MB IMIX $TRESS UFONE NEAIHERING l5M 8)8 0461 P.sl 8880'sJ. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Rases Wl West Palm Seem. FL 33101 Phem: (300)432-220/ . Fee: (MI)209-8580 Nc. Accordion Shutter WE 11 W/ OR W/0 NY. WON HIM DRAWING No ELEVATION EY-- --- P. fYP. SvuWf,IRYJ �CF+npiWlFS �i'� �� 4 AMT un smRAlm! m axs smILE m sm Ia wR aACEm t1l w iANC AO 004 eN mER lem WORKING IN N N YM W WINDOW BI ADF n 1. uuc M.D. OLvw rR65Ua¢ RAnrc .I l0. - 110 p f. R. LLUL SNURw SPM Ra'. J. AIMED YOUNmLS A 0, 0 k N ON 90US k ): 0 W AS IWp = Y. O. 1. U k CN SNC95 IB k 10. �OKY CCERYAICS S0111 II/ UP (]�1 Ng ALM D YAiN �I 0 W A OR G Nl^Ac W ME OF oppU`S�ING 1H6f UE ORLUCED C6Y AT EAIpdM /h'F55 ME OF 1 W 1N W%DON SUK ©9 U ONLY AU A 4 WY OF S CMDIDS (31 DUES) MOM O AT SPACWNS S ON 90.ET V. (0) . ELFNUNLE Mw IoF w UOIeP! EIX£ OF w YNDON BVDE OF AN, ]Y H FIXI (q W w lr. (WCu� SLIT WADE CCfONC M FftW $fAR1EF5 Ar wU5 WY OE 1N (D) w WWODW 9 ©" BE USED JUT II: In A s D w ev ( 11 OOOROLIT SN IMi's M (E) LtiwYATCS StY1L NO /DJA[wl WAYS BE DMAI M A SOLID Nv U 1 .R NMEA we OF 1Nw. OF) I%)tWMATE W PN9Ai Gli 9WL INSTAllID 50 114� THE MwgR OF TXE QMBiiHO PRJIECIFD. IN Wt�W 44 iIffi T— PE F/!Z OIkY HSTNIEO YU LM)iD USWO A R/ StTNE T00. PROA W,nA. b%. AS ON 9+ACx0 SLNEWRE fBY BON AIID 6 . WOOD i� BUIpXGS Rl S11FFf 10, AS WPw 8f SPAY !ND AED. DFSNU! LOAD ($FE W0 6 1 k R)BME} ). SEE AYCIIOR SPKYM YI¢DN£ PER WSIR.NINFIS Wm POURED CONCPE)E ORCONCRETEED= WNy ON SNFEIS 1] k 14 AS ,PRIED UY c— MD M- OC9Q1 — (YE M I k R AOOM, e. Y.NeIW !lFAWrw m CJASS Swm16L' SMunw ssAY mm,w smAFA1gW m clAu ce' u<. s• 441. .......••• V� V,• GENSF'•. _, 44167 ': ') ' .vE.O-p5`r� � �) •�•. UM- � + ... "C_,I' y SIOHAL ©M17 MtOD. M(EFOW:M l A.S■S■A■ American Shunter Syslema Association, IIIC. 42M West Roadf Drive Weal Palm Beach. FL 1 0) PhMe.. (800)4M-2204 . For (881)209-8 O C2017 EASMIN YETAl. SUPRY. I.C. �LGINa Tllltr TESTING d ENGINEERING CGYPANY .. N.W. X 5 S.. %..GARS. FYaG 1l1 k tT�Cow an Le'aoomis W,IIER.I MI,I Jr. P.0 nVEDA U . 1 A4M BERTHA HVw Accordion Shutter System V. BUDE I W/ OR W/0 IM Wte)OW ELIDE i N.V. WEYJa DcscWrmll DArt I. GA Ac 1 MD 15-0]0 O)/WI) Mtt: W/26/1) R DRAWING ho i 4 ,N P.E.'�1A%ER,iIAIURE/MTE 5 1 1turn 1 auu � Gass' nano .t 43c o e rtEE lmrcc cwnr�.I RME W Icn, O 6' 4C. TENe'➢10 $IYCS05 i EXISfLVG I OR W as .PPtc IOeOft IAM rKE E%I61WG CUSS —I MIN. STARA TO c .. tsrc scxmi t msnxG pub i (aS APPE rtn 1PAEa ulvllel. 43e NtlE ft0 Ym. G-W 1�1' s1mEM ro mas i l e 6 44 1 0 AND CONDMONS OF USE FOR RERT'A 1 NV BLADE ACCORDION SHUTFFR SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. AS.D.DESIGN PRESSURE RATING: +75, - 75 p.af. 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4, ONLY ERMATE 21 W/ 24 HV LOCK ARE ALLOWED WTfH 21 GED N A EI'RICAL LAYOUT. USE 0 (1) 35 (6' LONG, MINIMUM)MUST ALWAYS DE INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. MATES ©1 7= ®3 1/4-0 NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE I a.. WIND ZONE MINIMUM ASTU E-1996 SEPARATION TO GLASS I THRU 3 4 4- _.t , rs BLADE SLACK DE7A1L HVF IS VADD FOR "------Y' 112 IZ 38 CENTERMATE 21 APPLICATION IYITH BLADE 1Q u a{ 436 WALL HEADER/SILL INSTALLATION �msnnc TwRx as PPPLIaeEE (M. TOP A BOM1 A) q O LExGM � i' ® 1/4-0-20W BOLT MUST PENETRATE 3®c I. nT—�-1� 1/4'a-20 THREADS 43 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE 3/e'- 1- f L I - •� __-, M �JDEPT 1 En05 — — -- — — MK EW Y 2d SIDE CONNECTION 70 TRACK 12 3 I/C G)P.) 6 I/2" (To.). i --ITT 1 e �]•— 6 1/2- MnA SL #EJ fj.yi 1dAl , _ /j =- � BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE (High Velocity Hurricane Zone •• ••••• •4:• :. ©?fill nLlEtq 1Y (fkdlaNP1G) _ 02017 r/STERN MESH. s PPLY. W4 aA BERTHA HVTM ND.dd167 '4 * * IL E C O iMC. YAccoQdlNorNYS�htter System • TLLUT TESTING A ENGINEERING COMPANY American Shutter Systems ftEvne oEarsmlow ouE e6Ama Bv: Lc O1 cus Kr, xn st, w m, vavwa ca+ovls lEmu nl Assoclallon, In.. a Mo m-or9 W/u/Il DAM. w/U/11 P .: (]Ga)Bll-1S]0 . To+: (ffiNl1-fill 4368. Vbst RPP. Drifts y 0 ALE M1.�9,m� Wea) Paun 9aPa, R. 33w] a DRAWING No m-ofi6nlo Pno�c <eoo)u2-z2o4 . rm.: (s61)209-83ao a 17-102 M1# A l T 3r. P.L PE SENJSICNATURE/OATE ncBea tx / u161 a SHEET a 28A OF 28 I