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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 -�, Florida Building Code Onlii Winless &Trofessim. BUSH... I Log In ( User Registration I Hpt TOPlcs Submit surcbaege I scats & Facts I Publications Cpntact Us I BOS Site Map Units search a Product Approval B�. USER: Public User SCANNED Abpr BY EmducLApproval Menu > Product or Application Search > Application Lisf > Application Detail St. Lucie County FL # FL389-R9 Application Type Revision Code Version 2017 RECEIVED Application Status Approved Comments Archived NOV 07P019 Permitting Department St. Lucie County 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 Irodr[guez@eastemmetal.com 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 O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. k Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE. PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FL3.89 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCEPDF FHe Copy Referenced Standard and Year (of Standard) Standard ���� +)L ASTM E-1886 l 005 ASTM E-1996ASTM E-330 PeVI NED FO;�p�B�$ TAS 01, 202, 203 CODE COMPLIAOICE Equivalence of Product Standards ST• LUCIE COUNTY Certified By BOCC https://foddabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 " Florida Building Code Onlir Sections from the Cr;::c Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL At Model, Number or Name I Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum Interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 79" for max. ASD pressure rating of +72, 72 and 84" for +64, 64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 3119) Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for+64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HVIA working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other spans and pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 1389.3 I COMBO-( oBertha V cn-HVHZ)— Durwg 17-106 I a d bottom) for stortter- Extruded aluminum imtprlotection ocking blades retained by tracks (top Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Near Contact Us :: 2601 Blair Stone Road Tallahassee R 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. SogyrAht 1D07-2013 5taee of Florida.:: Privy 5[ac :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall W this entity. Instead, contact We office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® W1 ® ZR https://floddabuilding.org/pr/pr app_dU.aspx7param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 213 l 1. BERHA H.V. ACCORDON SNORER PISTON SHOWN ON INS; PRODUCT EV&UMON DMUM RED.) HAS HAS BEEN VERIFIED FOR COMPLIANCE W ICCORDMKE BIM ME 2017 (60, E ON) OF ME FLORIOA BUILDING CODE THISACCORDION SHUTTER SYSTEM, SNAL NOT BE N,,,M AT MeN VELOCILY RMIOWE ZONES. DESIGN Vne LOWS ENAL Be DETERMINED AS PER SECTOR 16M OF ME ABOVE MENTIONED COOS FOR A BASIC WND SPEED REQUIRED W THE, IMARRSMN WERE ,,0 W1EL BE INSTALLED MAIN A NREDTDNNITY FACTOR K6-ODS, USING MCC 7-10 AND SHALL NOT EXCEED ME MAIBWU (AS.D.) DESIGN p,,,, ME RATINGS INDICATED ON SHEETS 11 INN 15. 19 a 20. N ORDER TO VEPoH ME ARM CONONION, ULINATE DESIGN WIND LOADS DETERMINED PER MEE 7-10 SNAIL BE FIRST REOUMfO TO A:£D. DEMON WIND WADS BY MULIIPLWNO MEN BY 0.5 IN ORDERED COMPARE THESE W/ W. (A5.0) DESIGN PRESSURE RATINGS DDICATED ON SHEES 11 .... 11. 19 a 20. W ORDER TD VERIFY TNT COMPONENTS Me ANCHORS ON THIS F.M. AS TEM, WERE NOT OVER STRESSED, A M X INCREASE IN ALLOWABLE MESS FOR 1YND LOADS WAS ROE USED IN MDR ANAYSS HDWEL'ER, A WIND DURATION FACTOR EII WAS USED. FOR VERIMUTICN OF FASTENERS IN Me, BERMA X.V. ACCORDION 5111IRE4 SY'TM'S ADEOVACY FOR MIND AND LARGE MISSILE IMPACT LOAD NA5 BQN VERIREO IN A,,DROMM OATH SECTION 1609.1.2 OF ME ABM MENIIOn[0 CODE AS PM AM REPORTS: -EAR BI.AOE0 10214.01-0. /07I5.01-W, /IOW.OT-OS, /1214A1-05, /0517.D2-O6. /06M.01-10 AND /0210.01-11 AS PER TAR-201, TAS-M AND 11-203 PROTDCOLS AND MIY E-ISM ARD E-1096 STANDARDS (SSEEE LEVU D. AND ZONES 1, 2 a s) A /1220.01-10 AS PER TAB 201, 20 a 201 PR4TOMLS LARGE MMSTE. -NV WNDOW BLAOE ® /0505.01-08 AR PER ASIM E-1896 IRO E-1996 OnSOLE LEVEE. D. WMO I,NU 1, 2. 5) BASIC PROIECNON DAILY ARD / 0725.01-60 AS PER TAS 2W PROTOCOL 2. W 81AM p ONO W WNDOW BODE ® ARE EtOII4EERFD ED WORK IN UNISON WITH SAN DOOR NOM ME CM `kL LIMITATIONS AND CONDITIONS OF USE INCOMES ON SHEET 19 5. BERHA H.V. AOORDON PALS (MA SCREWS), USED AT BLADES KNUCIOE AND FOR GNEOT MOUNT COIPIEOPON TO TRACKS SNAL BE 11411L75- AND /1441.75- RESPECTIVELY, 41B-NT MIND, MINES STEEL SCREWS MAIM W'M 0 VIEW STRENGIH AND ISO Y1l MV31E MOM. PINS SIIAL BE COOED M BERTHA W DADROSWETI COALING SYSTEM M LLWUFACNRW BY CGATNG APPLICATORS. REGISTERED MAIM AMERCAV SNUnral SYSTEMS ASSOCIATION. PINS MUST BEAR ME NV NMNINC ON MDR READ. "PROVED 4. ALL MAXIMUM ERMUSIONS S141 BE ALUMINUM ASSOCIATION ALLOY Me TEMPER AS INDICATED ON SHEETS 2 AND I MINIMUM TOLD STREAM FOR MIO-76 AL S 30.0 WI AND 55.7 W MR 6005-TS ALLOY. 5, ALL SCREWS TO BE SMNURS STEEL 304 OR 316 AS SERIES OR COTMOSION RESISTANT COATED CARBON STEEL AS PER CAN MID WIN 60 IJ MIN. HELD STRENGTH AND 90 9d TIN. TENSILE SMENOM. MO SMALL COMPLY W/ FLORIM, WIWINO CODE MOTION 2411.3.1.4. 6. BOLIS TO BE ASTER A-507 MYANUED STEM, OR AS 304 OR 315 SEINES STAINLESS STEEL WRH 35 WI UNIRUM TEED MGM. 7. SEE ME FOLWWNC SHEETS FOR ANCHOR SPECUKATKNOk' W BLARE O , 1413.14.15 AND 20 W BLWE (D a ® WORKING N UN40N: 12. it a 15 £ MI5 BERTH NY. ACCORDION SNURM SYSTEM BEARS A US PATENT /6779,592. COMPONENTS OF TIED APPROAK ME COVERED, 1H WHOLES OR N PARE BY U.£ PATENT /5'45L179 ISSVW TO USTEOV METAL SUPPLY, INC. 9. D SEAL( BE TIE RES GNSBU1V OF THE CONTRACTOR To VFROY ME SOUNBNESS OF ME SBIMORNE WERE Sar1IER M TO GE ATTACHED To NNURE PROPER MCHORWE. CONTRACTOR To SEAL/,,,, ti SHIFTIER COUMNENF EDGES %HICN REMAIN. MRM FASTFmnc N CannWDUS CONTACT ,M TIE BUDDING TO PREVENT mm/aN MMDSION. 10. FART UNIT MUST BEN PERMANENT LABEL N A VISIBLE PEACE TOM WARNING NOTE DUMB PERIODS OF HURRICANE WARNINGS NOIRE GINNER, IMUR. OR OTHERS. RUST PROPERLY CLOSE AL W AND No CENTERANES MG ENGAGE OR LOCK AL NV me No, LOCKS. I I. BR ITTEN WNUFACNRFR'S U.BEL SHALL BE LOCATED ON A RMILY MSIBEE LOCATION AT ACCORDION 6HNTER N ACCORNOOC WIN SECTOR 1709.9.3 OF R WNDA CLOUDING CODE ONE LABEL SIOLL BE PURR FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709.0.2 OF ME FLORIDA BUILDING CODE 12. BERTHA N.V. ACCORDION SHUTTER SYSIEA'S INSTALIATON SHALL COMPLY WITH SPECS NDICATED IN THIS DRAWING PINS ANY SLIMING MD ZONING flEpU,WNS PROWOED BY TIE JURISaCTION WHERE PERMIT Is APPLIED TO. 13. 0) ME P.EO. PREPARED BY MIS CNGNEER IS GMERC ME, GOES NOT PROVIDE INFORMATION FOR A SITE SPECGIC PROJECT E.W. WHERE ME SITE CONDITIONS DEYMM FROM ME P.CD. (D) COXIRACIO4 TO BE RESPONSBLE FOR THE SELECTION. PURCHASE MD INSTALLATION IN0.UCWG LIFE SNEIY OF MIS PROpLgT, RASED ON MI5 P.CO., PROVING HE/SHE DOES NOT ONMM MOM THE CONDIRM DETAIEO ON TINS DOCUMENT. CONSTRUCTION SUETY AT 511E IS ME CONITAOOR'S RfSPpNSBRJTT. (C) THIS P.E.D. WILL BE MSOMEO NYALD R &IERCO RY ANY MIENS. IC SOE SPECURO PROIECfl SHALL BE PMPMED BY A FIOWM REa5lpM0 MCINEM OR MEHEMET W ON KILL BECOME THE MGNEM OF RECORD (EAR) FOR ME PROTECT MD VINO WLL BE N FOG THE PROPER USE OF ME P.E.D. MGMELt OF RECIXA, ACR1O AS A OEIEGIFO MCNM TO ME 0.E0 ENGINEER SIMLL SLOW TO MS LINER ME SITE WECO, DN4WNGS FOR RENEW. (R) BARONIAL PLD. SEULL BEM ME 0.41E AND OR OVAL SEAL NO SWNIURE OF ME PROF65ION4 ENGINEER OF RECORD THAT PREPARED IT. KOU L GENERA. NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYS,EM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 3B-44 SHEET 4 TYPICAL WINDOW BWE a WINDOW MEAL AREA 2: F(IY BLADE n AND HV WINDOW BLADF Q (WHERE APPLIAMLFI TYPICAL SHIFTIER ELEVATION a NOTES ON LOCKS SHEET 5 INSTALLATION DUALS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLACK( SHEET 7 CENTERMATE DETAILS W SHEET 8 CEITERMATE &TMNAGNG DETAILS W SHEET 9 END CONNECTION DETALS 1-8, CONCRETE/BLOCK SHEET to MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE a BLOCK $NEU 12 ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET Is ANCHOR SCHEDULE- CONCRETE a BLOCK SKEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETALS M-R, WOOD SHEET 15 INSTALLATION DETAILS S-X, WOOD SHEEP 17 END CONNECTION DUALS 7-12 a X. WIND SHEET 18 AREA 3: HV WINDOW RIAnF & ONLY IYPIC& SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW FIIAnF n ON Y INSTALLATION MEALS. METAL MIND WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO 08TAIN PERMITS IN 7HE STATE OF FLORIDA 11'P�V �.... ....,�F/✓4 ON17 TORCO, NC, 02017 EASTERN NET& SUPPLY, INC. ER V,M A.S.SaA. �( ,� Accordion Shutter System k : Hv. aonE gi w/ OR w/o Itv. wmav MADE 6F% N� TILUT TESTING a ENGINEERING COMPANY AmBFICOO $ITUifeF Systems N, N o6xxlPnoN DATE M. M. Lit i ALA a7ae u.. aNA M, M, am. HRaxu 9+4PDa. rt�1 BS,F Assoclaflon, Inc. 1 DW 15-0e5 1/17/I INTO, 07/27 n A' Pxa,,.: 13"All-Mo. 1..: 007E7 .-mat 4268 Westroods Drive a �("••..R..•E \a,dT mM0005719 West Palm Beach, FL 33407 a DRAWING N0 - ss/ORAL -AMR 4 NMT a. Pt 17-107 DO CCe,.[euvnAMliDr AnAar 11 r U.. 10157 O HV SOLID RLAD COVERED UNDER US PATENT A 5458779 OF USE OF BIAD> ON SHEET 19 KV ® I.91r ,_oar a]• 6• 4' � m0 1.6ea• 11 HV I IN N AD R O ED FOR USE Y!/ BLADE 1 ONLY, ALLOY SEE SEFORR VALID 6063-i6 ALLOY AND TEMPER M1 %4H Y Aal t P 1' 10w' SIDE ANGLES ]FIFO FOR USE W/ LIV AA • 31) UNIVERSAL F OAT R. QUALIFIED FOR USE W/'HV SEAGEQ 500545 ALLOY AND TEMPER 71J7 HV HEADER/SILL QUALIFIED FOR USE 1'I/ HV BLADEP1 ONL 606]-T6 ALLOY AND TEMPE L=7r=r ALUMINUM ANGLES QUALIFIED F06g USE W/ HV BLADE I ONLY. 6063-76 ALLOY AND TEMPER 4 OUNJFlEO FOR USE W HV B 1 � 6063-T6 ALLOY TEMPER_ ©HV WALK —OVER TRACK QUALIFIED FOR UE W/ HV BLADE 1 6063-16 ALLOY A D TEMPER COMWNEW A a © 7• 5• uAx. t.- 19 2.V r uAx. 2' S• MAC 1]9• HE] 0.131' .994 aAx S .9' .exo Q HU TRENCH TRACK OUALIfI LA FOR USE . M/ BLADE QI ONLY. USE W/ AND TEMPER C19 HV RAINGUARD OUAUFIED FOR UfE W/ NV 6063-T6 au0YEA1)0 TEMPER, LLP' V _ AA(` '" CEN' /✓' .y SF O2017 OLYE00. We. 1_L Eco A.SeIS.A. ®x017 EASTERN METAL SOPPLY, ime. ER A V,N Accordion Shutter System / i �J 1A) f * ev TATE Of , yti� �S'••.QRIDP,:' IALp y71 Al `�0�a1P a c mE'.N� F]Am 11— American Shutter Systems Assoc1o11oD, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 KK MADE ql W/ OR W/0 UV. N1t'110// aAEc TILl1T TESTING &ENGINEERING COMPANY ws„�.. Sru, s1. al S9L. M9WlM aua9o. n9Aa M., ft.,.: (305WI-IM. re.; (3M)871-1u1, wt.v,0v. a w..A.w :r.P.L EL,Mr. E 41ND Lv, x swcnmax M ooAvm La I OLn Is-oes 7 T 1 mm 07 x7/17 E 3 DRAWNG No 17-107 ......-. • PVN �] ]xmrt nLVAnox LOCKER FOR "T" LOCK rEMgMATF QUALIFIED FOR USE W/ HV BLADE T©ONLY 600-TS ALLOY AND TEMPER I w 0� aw� 214' =f+ .g t. 6• o6x �OUA1.1FIED FOR USE W/ NV BLADE f ONLY 606S-T6 µLOT AND TEMPER 3110 •�i QUALIFIED FOR USE W/ HV BLADE T & A 6063-76 ALLOY AND TEMPER ® LOCKING RODS OUALJFIED FOR USE W/ HV BLAGEQI 6063-T6 ALLOY AND TEMPER 6063-TO /� It • u 3)9'0 3/8"0— — Ai 1161 ] fi —�h OUALIFIDF R USE NV DIAOE I & 1l� 6a63-i6 ALLOY NO TEMPER dl 2' Ip'R HV 1/4" 0-20 6I51 3b4 RI `; THUMB .REw QUALIFIED FOR USE W/ HV BLADE IQ Oz017 nLTEw, roc. IQ 1 LIE O 1- TILUT TESTING & ENGINEERING COMPANY • L1ss xw. is. s, a. aoL'Mr . auma, ncsaA AS pasls]I-Is3O . Fa.: (30en7t-1131 -meL 6i4c.acd.sam 1(tt ®-0M0]IB 6Yc wy]G A litYfP.G hORO% . OF t 16I ( tt OYYFL 011PA'MO] beFIVT-2100. MN .s 6nvmm (aroma PUTEa) HV EGRESS LOCK OUALIflEO FOR USE v!/' HV BLADE 1Q : (9 ONLY. J L ry Ie� .36T AFTER RIVETW BEFORE RIVETING 1f4"0-20 RIVNUTe (2034-n ALLOV) U NN4E RAR exo. AS "/NAFAGRINm W All PNY. !ae A PSb a]ON ON Eplly.. FO$ USE %Y/ HV BE I ONLY. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 23M NOOK BOLT LOCK. OUALIFIED FOR USE W/ HV BLADE 1D& ©A A.S.S.A, American Shutter Systems Association, Inc. 4268 %lestroods Drive West Pat. Beach. FL 33407 No 107 S UTTER ASSEMBLY SCHEDULE FOR HV In HV E 1E to RECESSED NYLON BUSHING U RT RECESSED NYLON. BUSHING N HAT WASHEREL CARRIAGE AISI 302-303 SERIES 0.870"z3/I6' THICK NYLON WHEEL, 0.188"0 AISI 302 SERIES S:S. RIVETS HV 1 1/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ Q8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR DOR ®�©_ or QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR W4 I IS Fd (i) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® n6 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR HV ® BLADE. ''FF11'9ITYPICAL SHUTTER ASSEMBLY (2) HV PIN MAY BE USED IN LIEU OF (D AND ONLY AT CS' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D aaA2s• BLADE WHEN CORRESPONDING TO INSTALLATION "it", SHEET 7, (3) HV PIN Ig OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET FOR ® I I (D OR 0 IFOR EXTERIOR NV PIN ©ORE BLAGE'S KNU(SEE NOTE mREQUIREME �SSEMBL. I YOUT 0wV WLJECO. M. ILTIECO- TILUT TESTING & ENGINEERING COMPANY N53 NM, 36P. Is. 54 JO%ve:NA bRpd; Np11e. JJ PMnm :.(Ja5)391-15J0 ,raw : (S55JR>J-ISII •-.wn nLzzmomM,cmn LB-0008J1A WK1CP A. If 11 Jc P.E. YLONBA tk. / 4{I6I Ab15. .167V Lt;�1�{"yiI{W�S��� �ti—I l 10E .08J5' a • � .�o.a .6815' •e 1111191A"-e\.T.1 VIIIII. LVA k I POLYCARBONATE SOURCES FOR 44 AWN�J"E RA0.1 nPGu nmpltl n4Nla: mzvua :�tmmrt 1>OSGL 6nEtlC VmMM1 1 gN.0)9] mmy m/n' mw m/ re:flC Wp➢ eRppfll ASrY mCb rAW aLL REW aLL noiVw mnm:nn Ar rmm asa mw Iz,zm •+A IASw a•v rlo:uw. uauus Neem uw 0zw Jw.mom azv JUAw a•v :mcraD.vw .m wsz Is rt-mh n n-0Po sI:CaE 4oZzr uN Eaw as • s{e z vu MPE N LN a llY v..^ o-1 f45s o-z GR mr cum, .srm 0:wz .am s RJo esa>1�w Asn mrN axle[ aut:mrm .Mm nJ PSw o.0 JNm a•v s2W Rowe s nrmE srrsss munm.s Am Ns w1 a•i eew a•v AwS.S.A. American ShDNer Systams Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System H.V. BADE, #1 W/ OR W/O H.V. WN3CW BADE AWING No 17-107 r I_ 0' TYPICAL C1i HV BLADE SHUTTER ELEVATION N.T.S. zi OF CORNER CENTERMATE * NOTES"�N HV LOCKc AND NT Rh.AT S 1. MANOANRY CONOmON/1. ONE HV LOCK �cr SNNL BE USED AT 1/2 OF OR 12' A110YE OR BF,L,OW �2 OF SINTER SPAN FOR SPANS UP TO 105•, µ0 I ELEVATON: NV LOCK QS or WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATO RWT6 W/(2? 1-20 It 1/2• LONG FLAT HEM S.S. MS. LOCATION OF LO SHUTTER ELEVATION. STACKING POSITION ANY SPAN ANY ETs ( PURPOSES, UP TO TKD OF LOCKS TO CENIEFINItAI O) 0 & "MANOAPORY GO DITION 13 mp KD=XF •p T p INSTAIIAIROM ONE W LOCK m or 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPµ OR 12' ABOVE OR BELOW 1 2 OF SHUTTER VANFOR SPARS up AND OV, D FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or @ 0, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO @ or @, SYMMETRICAL CENTERMTES 1V/ (2) 1/4'-20 A 1/2' LONG FIN HEAD S.S. MS. LOCATION OF LOCK SHALL DE AS. INDICATED ON TYPICAL SHURER ELEVATION. USE OF LOCKING RODS 6 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "Te LOCKS AND CENTERMATES,. *NOTES ON HD LOCKS—& CENT�ERMATE�S•a 1 ND C1xRnuATE4 RI rlef it3 wl/�i .TINE ALTERNATE NO UGGK® WYBE USED IN LOU OF HJ LOGKB OR ' FUR ANY SPAN AND INS ANIONS AT,�cANN'Y EIE®VANON. AhB,, E HD LOcK e MAY BE USED AMPORCEI INSERT AS AR INFOME OR OUhLS AS SHOWN N SEChMSDHOBCKHVB. A D NOG-His L,,VELT 1is 0 LOOK MAY INSTA D T6 MWPAV OR Ir MAXIMUM BELOW OR MOVE InDSPµ. USE OF LOCKINO RODS g 5 COMPLETELY OPTIONAL I AI1• \ . ..•C�N .r ✓4'j C: . / ��! * ' 90? 16�7AAVA C7017 OLnw, WC. IL E C O me, TILLR TESTING &ENGINEERING COMPANY aJJsax. Jnu. U.. LW ave. xAcwA w . ml P . I (305MI1-I534 . F.. a (we)an-Ia11 mMu 000g r<m *AM ATLIRJeP.E. ,,,A a` If44167 A.Srs',A. American Shutter, Systems A490CI01IDtl1 IOC. 4268 Westroads Drive West Palm Beach, FL 33407 02017ENRREERN UUUMG SUPPLY, IN RN. Accordion Shutter System H.V. SLA➢E pl W/ OR W/O HV. WINDOW BADE m x rcs on Dart Worm er: L.e 1 OLD 15-005 =_Ss� �G\a111r1 �NALE�,,,,1 P.E. SEl' S1GtJAfURE/DATE 2 r DRAWING No •I 17-101 ' SHEET F ! a B PBJREO POURED ONLRflE ANCHORS (SEE SCHEDULE ON CONCRM PEQUWEO CONCREIC REQUIRED SHEET 13J • ') y." `. CONCRETE ANCHORS : [CSy�tO�R. (sir SCHEQUIE CN VUZET 13) J�., , %. 18 IJ�tA M-[ aEEWu (IDQN.. n F , ) 12m14 Min. 1/fo-4W]/4 S.S. M E I/j• - l�. WCHwE SCkEWE USING 1/1•-E0 M E� /4• I t �. a 12• O.C. E. 0.• .EgO' Mon. 3 OR 5 (ERIONAL 'I i MH SMGMI � m anv C>s F I�i min aE<mw 1 OR Q�• mdSN1C i s vm IR (w NAum• I i I � I GVS NW,.SWARUION fO.CVSS I (SFE SCHEwu ON SXFR 11) gRNG I � ' GIAgg OA HV WA H AO R IN TAL 8(J HV WALL HEADER INSTALLATION + KEYSTONE MONO sm.R,ml • 1 OR ® Mw, STPIJiAnoN TQ-SIDS$ ' I 'al3lma aCHEWEE ON SHEET 11) I d/Asm�pg I~(sFE ,� MONO cufss� I ly II / snfE1 1J1 I NVIS a 12, O.C. LJ-' `oanom AF ON. SEPARAMN To CtA55 (SEE SCHEDULE ON SHEET II) @C HV WALL HEADER INSTALLATION .II .II f ✓ ,f,--ormoxAE I 3 { V.' 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BE RTHA 4 A■S■S■14■ Accordion Shutter System IL EcolNa. y HV. BLADE ®1 W/ OR W/0 HV. iWNDON BLADE • r �C' \� TIWT TESTINQ & ENGINECRING CONPANY American ShuHer $ tams Ys n. x OnnuNwN Art 6PAM1 ar: fc. .(�•'•., (p .,... N«. 3EA Y.. 3Y. JR5. xn0RH a«mis nanw ]]I5 Assoclallon, Inc. I ato Is-Dss n v n wm 07/27/17 PRmI. ; (To5)ero-1s30 , me ; ("31m1-uv 4268 Westroads OrN, : S� NAIL I' m° Roi,slo con, DRAWING No 0 N f W-00 9 West Palm Beach, FL 33407 3 ........... wAfnR S TRur,x. P.c 17-107 P,E.'SEAL/SIGNATURE/DATE rfon10A M. / ..160 s SHEET a 6 Oe 20 CONCkE1f ...(SEE SCHEDULE W SHEET IS) , ,90° 0Q0.a]� 1 OR ® 1°'ro0 REGIN ExI9RxG 1 —� EDGE W ^ 11 94II fbt'� GLASS---� I I (� ECnIR°L W D t, AP IY J N B11ClRi® . U— 196CwE . 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BUD aAiON SI4EET 18 {OR I-SEEMERELY [IN 2- MOUNTING weRON9 CAN BE COMBINED INSTALLATION DETAILS W/ C1� HV BLADE - ANY WAY TO STIR ANY INSAUA0011. 11 P' ER A T "''-. FLORIDA BUILDING CODE Non Nigh Velocity NMTrlcans 20n1 III : P'��cENSF :..✓y -= 02On mmD. BIG. 02017 EMITEAN MET& SUPPLY, INC. D *ai�0. 3 T- Accordion Shutter IL� ASSA System ■ ■ ■ ■ NV. BLUE �1 W/ OR W/0 HV. WM W BLADE �D• 'J I TILL TESTING k ENGINEERING COMPANY ` American Shutter Systems M OnvlrtloN ,Q r •_ 0AI� p.'LW'I)•I .= U.r. 31"sl.s.. Ma .. oAgoars•nad AR m[ DRAWN aW I.C. Association. Inc. 1 OLO 15-0a5 I3I/IJ UTE: 0l/3l 1) �R+^Qi' Ph=. I (300)BTI-itm . F. : (300371-631 ' - W, "-000`ens°L`°"' 4268 WastroadS Drive x DRAWING �s/ANAL EN0�H1'II '-�- West Palm Beach, FL 33407 a No "Ir WM.TCR A'=. A2. -/ A l7­'Q/ DC CCA1/CII`h1AT. MIT /IIATC FLWID•Lk. I 44167 • �.. DETAILS ON SHEETS 10 18 s¢ xolEs m talwo Ras ©. m toss © P IN EM 6RNG OA65 INSTALLATIONS W/ 1 HV NN&i "mloCA®PI SNRI 5. 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FLORIDA BUILDING CODE Non High Velocity Hurricane Zone p`' `� :'" CEN ••', t/ J ewn msco. vac ®2017 EASlpiry UITAL WPKY, INC, sF •. 9 RT A VTU EE C O A■S■S■A■ Accordion Shutter System HV T} . MADE @I W/ DR W/0 NV. Nit WN MADE ZlrlTIL4T TESTING B ENGINEERING COMPANY American Shutter Systems :• �.•'•., :• ,1` A990CIOttOnr Inc. I OLD rn15-Pn06RH /w1rz ooRre1.a AU"'M xv. M. ur=. ONUMNs. M. no 60 PnaP : (:6�)ea-1>!a'. rP : (ws)e71-1531 4268 Weetroods Drive 5 s/DNA �o�.elo.� West Palm Beach, FL 33407 5 DRAWING No r ur✓'✓' wTE6 Aso` a. P.c 17-107 P.E.'SEAL/SICNANRE/DATE R� u`' 1 -167 5 SNEET 6 8 OF 20 ALTERNATE INSTALiATION"" 0 0 MALE/FEMALE "T" LOGKS CENTERMATES R 2 & LOCKERS /�] V BLADE SEE Exn rrC��ONN�NECTIIOON,,--nE--]Afi.3 ON SNEETS IG R, in OUT IN ��axllml awss eutt0sucx mwRs. alulso ax sxn> e. w 6 . ] . 6 eNlaTal w nas !xf[f. YA> m V!i➢ wIM tIR 41mw IG.E3wA9,. dT. ulf�.,f9a om msrt ix a . t�w # s0: xmc s mR er Tod® . 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DESIGN PRESSURE MTING. L-r MAX. ALLOWADLE SPAN FOR A CNEN NEGATNE AEG. DESIGN PRESSURE MTING. (2) PROCEDURE TO DETERMINE MAInUUM SPAN. FOR WAEL MOUNTINGS (TOP/BOTFOM) OR FLOOR/CEILING: GM A POSITIVE AS,D, DESIGN PRESSURE MTING, DETERMINE MNOMUM SPAN •L+' FROM SCHEDULE. CNEN A NEWTNE AS.O. DESIGN PRESSURE RATING, DETERMINE UNCMUM SPM 'L-' FROM SCHEBIl1, FINµ MAOMUM ALLOWABLE SPAN IS EOVµ TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' µD T.-' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNRNGS W/ FLOOR/COUNG MOUNBNGS: FOR A GNEN POSITAE A.SD. DESIGN PRESSURE MBNG: DETERMINE LI+= M. SPAN FOR WALL MOUNTING INSTL ATIONS Li+= MAX. SPAN MR FLOOR/CDUNG MOUNIING WSTµfARONS. FOR A BARN NEGABVE RSA, OESGN PRESSURE MBNG, DETERMINE L, MAX. SPAN FOR WALL MOUNBNG IMIALLABONS. U-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 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