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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 9i.�°�* .+ '�J •$. .,«. n. �: � ,,r'k� zy } �'1�"�.,���, x M +h�se�(( 114 v v��1 � s .0 8 8 S � @ ag 9 ':�v�.P .,.4'L�. -�,.;�.:.,. .�_,-�. e.,-x'••'e�3=._!:.e 0 S IOti(0 N--p3(I7liCtZ DCIS Home } Leg In User Registration Hot Topics Submit Surcharge Slats&Facts Puolicalions i FBC Staff BCI6 Site Map ! Unks Search Businesg(n�� 0 CApprwa'Professi e Regulation ttlA� Pm,�urr nunravil Manu>PrMuct or Annhtalton h>ALI&dnn List>Application Detall Fm--4% iYtY ,"�. a FL C FL389-R8 a d�',.i .� Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (S61)209-8263 breeley+Qeasternmetal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Aaardfon Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer !4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration..Date 12/31/2017 Validated By John W.Knezevich,PE J: Validation Checklist-Hardcopy Received Certificate or Independence FL389 P5 CCI FIV A(j(t OkRI0N Cl NONHyflZzt,T Referenced Standard and Year(of Standard) StandardYear ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TA5 201,202,203 1994 - Equivalence Of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2v.fvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL a IModel,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks{top and {Non-HVHZ)-Orw 15-086 bottom)for storm protection Limits of Use Installatlon.Instructions j Approved for use in HVHZ.No If,, RA FI 4S.SA. Nf_f)Py ._t5 t)K .ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,Large Missile Level'D'.Max span Is 12'-7"for 35 psf positive Ft,iR9 RR Ac A.S.S.A.SN. P.t n. jO ASO load and 13'-0'for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade,W-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-II'for 62 psf,9'.6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for Instauati mr'Into Metal Stud walls Is 79'for max.ASD pressure rating of+72,72 and f14" 1 for+64,-64 PSI.See sheet 5 for otherspans and ASD pressures. R Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non,HVHZ)-Drwg 15-085 bottom)for storm protection r Limps of Use Installation Instructions i Approved for use In HVHZ:No rt i 9 R{I Jt A,4,S A,INC. ORYr'C,.I 5.085.ndt Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level-D-.Max.Span Is 16'•0"for 30 p.s.fnegative F1.360 R1 AE A-S.S.A_INC. p.F.R. Dri'r1C.15.0&S nV,,g<if ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes I HVS blade,8'-0'for+64,-72 p.s.L load for HV blade for Keystone , mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" i for 110 p.s.f.for HVI and HV1A working In unison.See sheet,7,11 and 20 respectively of Installation drawings for otherspans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for storm protection Limps of Use Installation Instructions Approved for use In HVHZ:No Ft 380 RB II A 5 S n INC. rRWG+5.OR4 nri Approved for use outside HVHZ;Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes :. Oeslgn Pressure:N/A Evaluation Reports Others large missile.Max.26'-0'span at.30 p.s.r ASO load for Blade 1 FI-369 RS AE A.S.S.A.iNs] n.F.R. PRY/-,IS-n4.1 nSf and 16`-0'for Blade 2.See schedules on sheet 12,2S and 28 Created by Independent Third Party:Yes respectively 1s3ar.- Contact US::1940 North Monroe Street.Tallahassee Fl.32399 Phone.:850-487•to?4 The State of Florida Is an AA/EEO employer.Copyright 2007.2017 State off'10,160,7:Privacy Statement:.Accesstbinty Statement;:ftfund 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 mad to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.40-1.1395.'pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012.Ilcensces licensed under Chapter 455,F.S.must provide the Department with an small address if they have one.The emalls provided may be used for official communication with the licensee.however email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can he made available to the public.To determine If you are a licensee under chapter 455,F.S.,please click here. {Product Approval Acoapts: Ti I J eLhecl aeCurllvmi i lut_s' http://www.floridabuilding,org/pr/pi_app. dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: L BERT II H.V.ACCORDION SHUTTER SISTEII SHOWN ON THIS PRODUCT EVALUATION DOCUUEHT(P.EO.)HAS BEEN VERIFIED FOR CDM?UANCE RI ACCORDANCE YAM THE 2014(5th EDITION)OF THE FLORIDA BUILDING COOS THIS ACCORDION SHUTTER SYSIU WALL NOT BE INSTALLED AT HIGH VTUOmY HURRICANE ZONES. DESIGN WILO LOADS SHALL BE DENTIN®AS PER SECTION 1620 OF THE ABOVE UENTIDNED CODE,FOR A BASK WIND SPEED RFAUMED BY THE JU RISD:CTHCN WHERE SHUTTER I'LL TABLE OF CONTENTS DU INSTALLED WITH A DIRECTIONALITY FACTOR Kd-OD5,USING ASCE 7-10 AND SHALL NOT EXCEED THE IAAXWUM(ASD.)OESGN PRESSURE RATINGS INDICATED ON SHEETS 11 MW 15,19&20. IN DRUM TO VERIFY THE ABOVE COM(TIOH,ULTUNTE DEIGN WAND LOADS OETERUIRED PER ASCE 7-10 SHALL BE FIST REDUCED TO ASD.CMCN WIND LOADS AREA.1: HV BLADES M dt QA BY UULTFPLTWG THEM BY 0.6 IN CRDERTO COMPARE THESE W/MAX.(A-&D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 10&20. GENETRAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO,AS TESTED.WERE NOT OVER STRESSED.A 33 R IKREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS)EDIT USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 A kLYSM HOWEVER.A RIA DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HM SHUTTER SYSTEMS ADEQUACY FCR WIND AND LARGE MISSILE(UPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SEJCno8 1609.1.2 OF THE ABOVE MEN ZONED CODE AS PER TYPICAL ED AS'SfHBLY 38-44 AIL REPORTS,- SHEET 4 TYPICAL WINDOW BLADE&IVINOOW DErA- -HV OAYE d /0214.01-03.10415.01-03.11004.01-45,/1214.01-05.10317.02-06./0609.01-10 AND 14210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS ALA ASTM E-1686 AREA : HV 13 A17 11)AND HU)MN00W RINE(tAl AND E-1996 STANWIRDS(MISSILE!LVET.D.WIND ZONES 1.2&3)&01220,01-10 AS PER TAS 201.203&203 PRo7ocoL5 LARGE 10.5511E (WHERE APPUML 1 -HV WIDOW BLADE ASI 10.505.01-06 AS PER ASW E-1866 AND E-1996(UISSLE LM 0.WIND Z04CS 1.2.3)RA9C PROTECTION ONLY AND/0723.01-UB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER FIEVATION&NOTES ON LO= SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADES AND EN WNOOW MADE 0 ARE ENGINEERED TO YORK IN UANISCH WITH EACH OTHER UDDER THE GENERAL LATATKONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M,C0l7CREfE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PRS(HN SCR M),USED AT GLADES KNUCKLE AM FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114n275-AND 114.1.75-RESPECTIVELY,410-Hr MINGUU SERIES CIENTERMATE OETALS FN SHEET 8 SNAINLESS'TEEN.SCREWS WH1H 135.0 ki4 YIELD STRENGTH AND 180 kti TENSILE STRENGTH.PNS SHALL.BE COATED WITH BERTHA HT OALROSHIEID COATING SYSTEM AS MANUFACTURED 11Y APPROVED CENTERINT-c AL71ERRATING DETAILS HV ,SHEET 9 COATING APPUCATOM REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL RE AUJUIWU ASSOCUTRDN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MRAMUM YIELD STRENGTH FOR 6063-T6 ALLOY KS 30.0 MAR AND 35.7 W FOR END CONNECTION DETAILS 1-6.0DNCP.ETE/BLOCH SHEET 10 6005-TS ALLOY. MkXWUM SPIN TASLES SHEET 11' ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO SIE STAINLESS STEEL 304 OR 316 ASI$156 OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN.50018 WITH 50 ksi UK rFLD STRENGTH AND 90 LIR IM TENSRE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AVD StSCL iX111P1Y W/FLORIDA BUILDING CODE SECTION 2411.3-21.4. - ANCHOR SCHEDULE-CONCRETE&BACK SHEET 14 B.BOLTS TO BE ASTM A-307 CALVAHQED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Id VONUUU YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING STREETS FOR ANCHOR SPECIFICATIONS,NV BLADE(D: 12.15.14,15 AND 20 INSTALIA710N DETAILS M-R,WOOD SHEET 16 EN BUIOE 0&® WORKING IN UNISON:12.13&15 INSTALLATION DETAILS 5-X,WOOD SHEET 17 &THIS BEHTILA H.V.ACCORDION SHUTTERSVSTEU REARS A US.PATENT 16779.562_COMPONENTS OF THIS APPP.OIAL ARE WIVERED.IN WHOLE OR IN PART BY US.PATENT 15.458,179 ISSUED TO EASTERN END CONNECTION DE7AILS 7-12&X;WOOD SHEET 18 LOE7A.RIPPLY.ING S.IT SHALL UE THE RESPONSBUIY OF THE CONTRACTOR TO VERIFY THE SOUNDNEss OF THE STRUCTURE WHERE STITTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAULK AREA 3• HV WINDOW BLADE (FAN ONLY ALL SHUTTER COMPONENT EDGES WHICH ROM,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW.INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. IT M� I EN�AaUN`s ALL SAM NO , EACH IN AA VISIBLE WITH WARNING F10TE:OMNG PERIODS OF HURRICANE WARN`NCS IEO2 CW NET,TVVNr.OR OIEN HER%ULM PROPERLY CLOSE ALL AND NO TAREA 4- H1/WINDOW BLATTt'�ONLY 11.SHUTTER UhNUFACTURER•S LASEL SHALL BE 1OCAIM CN A REAMY VISIBLE LOCAT.ON AT ACCORMON SHUTTER IN ACCOMV-CE WITH S£LT*4 17tO,8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION OETADS,UETAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.IADESINC TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING ANSI ZCNNG REGULATIONS PRMDEO BY THE J'JRISDICnON WHERE PERLIr 15 AFIIM TO. 13.(0)THIS PX-D.PREPARED BY THIS BK:4NER IS GENERIC ANO ODES NOT PROVIDE INFORMATION FOR A SHE SPMn--PRIlECT.,Lr_WHERE THE W CONDITIONS O-MTE FROU THE P.E.D. (b)CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION,-PURCHASE AND INSTAL.LATON INCUODWG LIFE SAFETY OF THE PRODUCT.BIS£D ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE RS THE CONTRACTORS RESPON491urr. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.EO.WILL BE CONSIDERED INAlD 4'ALTERED fn'ANY MFJOKS. (d)SITE SPECIFIC PROrMM SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENdeI}R of RECORD(EO,R.)FOR THE PROJECT AND WHO W.U.RE RESPONSIBLE FOR THE PROPER USE OF THE P.EO.ENGINEER OF RECORD,AHI.,AS A DELEGATED ENGINEER TO THE P.ED.ENGKN'EER SMALL SUBMIT TD 1195 LATTER THE SITE SPECIFIC DRwAiC5 FOR ' REVIEW. (<)ORDINAL P.E.Q.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111 FLORIDA 8URIDING CODE(Non High Velocity Hurricane Zone \UAIF W 2015 EASTERN METAL SUPPLY.INC. \V\ \�� •.TNI �i BERTHA HVTM -�0 !i �7 S Q y - IL �C O �K�. ■ ■ ■ ■ Accordion Shutter System :. H.Y.RADE#1 W/OR W/0 KV,WiNWN MADE American Shutter Systemswv,N, aLswlT 0,N 1Mrt DRASN 0,Y W. Tt TtLLIT TESTING&ENGINEERING COMPANY y�' TE OF Association, Inc. K OLD it-f 92 NIS 15 WE- 4/13/lb DIN . F ma Nx.0an 5I sx.Sas.v.F.rJ 305.0 r 1 a 301 / ! r� lmae:Iws}6 1-1530.Fox:{sI5)671_1s31 4268 Westroads Drive x +��sS'•• �� °-+POI-'Lt-Ood" West Polrn Beach. FL 33407 3 D.'tAWING No 4" /0�.•..C.G\Vp� E4-oace7la . 15=085 /A A L EIA AA WALTER A TP UT.Y.P.c P.E. SEAI.nL'S URE/DATE FMOA LT`1 441&7 5 SH I�Of 20 `yf -V,-Im wAv Wtt VAMES 1491' 1.910' �r S, w g Mal 1.200' 6,371' +C �� i • 0 4.957' 4.999' 7� 5 HV 90•/180' STARTER 3�HV UNIVERSAL FLOATER .r �• COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE,T(} ®KV DIRECT NW RADE 1 1A HV WINDOW BLADE• 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER ( 'SEE LIMITATIONS 1) A710NS OF USE OF BLADE®ON SHEEP 19 6063-T6 ALLOY A TEMPER .S73y 6063-T6 ALLOY AND TEMPER .72. + .-� •124' J 2870• 'a 570' 7.226- j2 I 642 �• .915' A92' S HV ADJ. AD - LIP aaw' 1Z,I , s 007' I _ O.D7.j: .920 3226- +l^�' QDHV WALK-OVER TRACK HV ADJ FLOOR TRAC'7 BLADE(D QUALIFIED FOR USE W/ HV 9QHY iRENGH TRACK 46053-T6 WA.WDY ."37r.1E�R 6063-T6 ALLOY AND TEMPER BLDEfIn QUALIFIED FOR USE W/ IN HV6063-76 ALLOY O TEMPER BLADE01 ONLY,BLADE(7} 6063-T6 ALLOY AND TEMPER6063-T6 ALLOY AHO 1EUPER VAFSE5 1.91.915' VAdES te3a' ' '1.917 _ - es o ^r .693- n -! 'wa 091- m 093. 093.. A p t .._._.......... - .100' I- AW' A60' 67 A93' ! .093 .OGD' b70 1.606 ' 62%A* %A570' 3 520' .529_._-...__ 11 fIV CEILING HEADER HV HEADER SILL1@3 HD CEILING HEADER/SIL Q 1 ONQUALIFIED FOR USE W/HV BLADE(f�ONLY LY, 6063-T6 ALLOY AND TEMPER"" QUALJFIED FOR USE W/ HV BLADE 7D - 14 HD WALL HEAOFR SILL SEE SECTIONS FOR VALD SEE SECTIONS FOR VALIOrtY. QUALIFIEDFOR USE W/ RV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY IJ40 TEMPER BIAOE O& ONLY. 6063-TG ALLOY AND ICMPER _X. to OOMPONENT A 8 71 12 __- X Y t k 1dN Y MN.: 2- 1_2' ;0.125' 2' S-NA1{.t 1/0' .._..._._.___....... 2' 5'40.10.192' D.192- i SSE ANGLES !Tv ALUMINUM ANGLES C9i 2.5' 7-MAk.i 0.190- 0.190 CORNER POSTS BLADE 1 6063-76 ALLOY AND TEMPER BLADE 1 ONLY. I BLADE 1 6063-I6 ALLOY AND TEMPER 2' S-MALI 0.139' 0.131' 6063-Tfi ALLOY AND TEMPER FIORiDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 FASIERN META.SUPPLY,INC. EN EN �.� BERTHA HVTM Q' - • �— A CJ` Accordion Shutter System 771 1E C A 1 N c. ■ ■ ■ ■ H.V.HARE#1 W/OR W/0 FLK HINDOW RADE TILLJT TESTING k ENGINEERING COMPANY American Shutter Systems pQ ;O„ I DAN: OR1s,N D.: M• Of ¢= 6 Si Nk.sen 54 5<.Su t efarA 0AFMU1,naanl 331 Association. Inc. 1 I Deo 11-192 1/13/15 okm 4/13115 •. S1ATE 1(J- _ . �:'-tom+ FSmpe :(3D5 .fa:(105,677-1531 4268 Westroads Drive 2 + -.,•w:u.1,c~.aom 3 DRAWING No O, •, COR \`�,� ®weG719 West Palm Seaeh, FL 3_407 3 ! 15-085 FSS! wLIM A TUR J,P.F 4 SHEET P.E. S��'JiE+?61G1Ytt )R /DATE fTOROA L�i uf67 s 6 2 OF 20 4.576` 4E'�. 7A5• 10JS4' F1A7 LEAD i`�l�D IIOU5710 LTwt0. IP-10 2. 745' o i } (S.SM.S. ON([0 PA727[0 C2I7DCD� C'S EN1u1 r� .r.... U 'I • .A i�r Q4\ �N 64ftD IX'MQI r o m� i A62' t 1 t I 310' -� "•*&•� , 1 c�fi» - e IaT�(/roof (OMME F'A= 2 HV C�NTERMATE 37 `= YY_ ® HV EGRESS LOCK QUALFlED 7 i&®ONLY ',�".�1� FLOATING HV ^a - 1 a" I OUAL{FlED FOR 611-.1, SE., FIV gUBLAEO FOR USE u 1(V 6063-T6 ALLOY AND TEMPER O�PiIt IED FOR USE W/ IN BLADE 1 & I ONLY �Y1 6063-TE ALLOY AND 7E}{PER � BADE 10&�ONLY. BLADE U7 &YJ'ONLY_ Q AUFlED FOR USE W/FIV B'ADE T ONLY 730'O'- 1e• 74` 6063-T6 ALLOT ANO 7EMPCR PuSO Nary 10" 1.756• 022" 2. Liam ^) 4.045' SORLT' n 1.753" 'r6. .366•AFTIR RNEUNG 114-A-20 x 3/4" 6EFORE RNETWG ' fir`{�� m S.S. THUMBSCREW 1/4"0-20 RIVNUT; x5006 94"ALUMMM(2024-13 At"LAME IUNCE MCI 'F {--_s2J6E�__-1 • S1W 6USLRf.FW)0320.AS U"F�DY.WDU P 44 " FNVn MVATM HV MALE -T" LOCK CENTF"RMATE 1 '• °+r�+r"E HV r"'a,PP°NATI'°an OC °R EcwL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/FIV BLADEOONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY ANO TEMP[R OUAURED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE TOONLY QUAUF(ED FOR USE W/FIV BLADE(1�ONLY y//HV 6tA0E�ONLY. BL?OE(�T ONLY. 6063-T6 ALLOY AND TEMPER 6063-TO ALLOY AND TEMPEBR�" 3.161 - - n o i �p63- t I.k— �.. >.MI.YOEROER OR .214•' •« _A6Y...I ;-yW4' I KED'rnINOER .214 In , 5' 0.875'N:n ! -1 2V U— HD R o0 0 D HD CENTER QUALIFIED FOR USE W/HV BLADE(94%h A QUALIFIED FOR USE Wj HV DLADE 1 &Qq 6063-76 ALLOY AND TEMPERHQ CENTERMATE'S INSERT 614 6063-T6 ALLOY AND TEMPER -f yAMES,12'Nal. _ 4UA±.IF0FOR USO Wf HV TEMPER f• 66 0i-i6 ALLOT AND TEMPER .. vm-'- L,375*- (ur0 .1s) R(SE a-rAv`1 DO OR REY �fIL_./4'• ®HD LOCK OUAunw TOR USE W/IIv BLADE,i }N 1/4" -Z0 AISI 304 BY REGENT HARDWARE MOMM LDCKS SERES 2333 NOOK DOLT LOCK 6063-16 ALLOY AND TEMPER OLE C-Hy— UM SCBE ACETAL SERIES S.S. THUMBSCREWS QUALIFIED FOR USE Y!/HV BADE 70&G Q DRILLS A71nTRACKSLFOREPROPER EIRE A MBEDMENT QUALIRED n u BLADF01 QUALIFIED FOR USE W/ KV BADE 1Q FLORIDA BUILDING CODE(Non High Velocity hurricane Zone `,�' •.... k, 0 2015 EASTERN NEFAL SUPPLY,INC. ENSp (BERTHA HVTM 1L E C o ,wc. A■47■SAn HvAt�EC�rdjO�n/Soh�lltt��yti System _'� ' %a= American Shutter Systems N� xscaYT 5H lurc ORA R m: ui ,! •�+� TACT TESTING & ENGINEERING COWPANY �ST C� •k,S Association, Ina I OLD 11-I6z </u/1s DA•O a/13/i5 i.0 F,'� 0353 N.r Sun 31.SM.395.\r4G- (XS)VI-1531 1TI� �L......-�-y�.' rnx.,; Fa4:(.ws}a71-Iaf, 4268 Beach, Drive 7 DRAWING Ito �F'• '<EC� ` 4-n,o7:L9:cc90ec:.com 'Nast Palm $each, F1 33407 3 SsronA� DJ Dor�7,9 15-085 'apnnmuUlla\" B4"M A TILUT Jr.RE a k rLORD4 L:-i 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/10" HV 1 HV �A {47� ft 12'ua vCc L� 6zs HV BLADE 1 4 f i TO BLADE ml/ tear iu,o,�3=-j� w WhOoN TRADE .0625' 3 A61S .OG25' ® HV BLADE 1A `_' `1 I I �I' t SLADVSL 1675' Y ® 1iV LONG RECESSED NYLON BUSHING i -x�=� n K11ucxLE ° % .o6zs�" HV SHORT RECESSED NYLON BUSHING b 8- � + ® HV NYLON HAT WASHER @ OR (a : �„& i i I T PORTION �+t// I 17 0' ® HV WHEEL CA.RRIAG£AISI 302-303 SERIES I I ss 4 %/•2 750- x i iu 0.870':3/16'THICK NYLON WHEEL. I l Hy WMIxm 2 7/e•NaL 0.188'0 AISI 302 SERIES S.S. RIVETS T 315b sEPM�AR °3. BETNw, .0625• °7.7500• ® HV 1 3/4"ACCORDION PIN W/ LF8 HEAD * EXTERIOR I i 41]1 b oPnuv'is 5 3CN iErs.g=MX-Y• 7500• ® IN 2 3/4'ACCORDION PIN W/18 HEAD * 41 e 1.�^ I z MI POLYCARBONATE IMPACT RESISTANT HV WINDOW I 1.•.,,,,.+ I ; I TYPICAL HV WINDOW BLADE AND ° ® � t POLYCARBONATE HV WINDOW DETAIL 4 or @ N.T.S. ((SEE NOTE FOR REOUIREYENTS) I (DOR ® 1 I POLYCARBONATE IMPACT RFSltiTA1T HVV{I v i I E3AYER MAKROLON 3103 POLYCARBONATE 12'LIN, cE RESINS, U•!-STABILIZED GRADE OR SABIC gT I m 1AN1E e01Tf)v INNOVATIVE PLASTIC LEXAft 103 RESIN OUIREMENTS AT EXTERIOR 13LADE KNUCKLE FOR I ! Q I i t-i�`fhLl (SEE NOTE 'F ON SHEET 19). OR (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR r'!N� : . .;I+. L_i –•I� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR j I ® ' i f POLYCARBONATE SOURCES FOR 4 f i HV BLADE. EXTERIOR:g.HCAL SHUTTER ASSEMBLY , � _ ,•�, NTS' I •1N WN®OR(}Ai (2) HV PIN a MAY BE USED IN LIEU OF�AND ONLY AT EX�RDR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM 14/ HV(D OD}zt eAM's IN�cxtE. ac ee � nw3 m/1 (SLE NDTE FOR 1PCIf1C is'1r �sw Dnt ooa BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEEN 7. 3 REOIRREVENTS) " •_- d O t g t Tfk9tE T6D§1131FirH J51L Dq0 OAM PaL 9SDP P+1 NkURN..'..TREti'.AAl TRID AF"Dr. 12300 P+3. 21470 P.�l (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAL X. 8�p i� I rem SHEET ® I i uDroDeurrlum,_s 17w ma to n-mr 17—A. WHEEL CARRIAGE DETAIL FA?r r 0 "S1"01801 "I "13 .s, �,BLY LAYOUT PAs a Owac Alm ax o-1 aw c-1 ous �r wi4.naN un onrp 1aa ro ow r —�� 9:d➢E8t4 ASN CIS TD+1EL 6T O C N Ana FM M1 6)C CW]Pl. 6JfD C C1) HY BLADE SOLID_ 4A BY WINDOW BLADE DETAILS FLORIDA BUILDING CURE(Mon High Velocity Htsrricone Zone 0 2015 FAS7RN PETAL SUPPLY,INC. '��•'' �10EN •••r�'' A � � A BERTHA HVTm ®® /� Accordion Shutter System ■ ■ ■ ■ KY.RADE#1 W/OR W/O KY.YdN=HALE G/� /J' = American Shutter Systems COMMON DATE wawa WuE S' 13S' TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAM; 4/13/1 O: ^TAi OF :' am Na.36C,S-:T.30.m w GQ am nm-A nm / F7m<:(305)671-7530.F.:(=)871-1531 4268 Westroads Drive 1 F� ..ORIDP , t{��.`� t M-4o d4«� West Palm Beach, FL 33407 3 DWi41NC No s�Q,Vq�ENG� �``` „�,CD-0006719 «.P.t. 1$-085 P.E. j610W?II�t1RE/DATE FLocAA tk<44167 s SHEET n d OF 20 D c n w w s 1 u *NOTES ON HV LOCKS AND CENTERMATES: ,d,f4' � 1.LTAN KU3Y CON MTION if:ONE ITV LOCK(a orUTTER SPAN SWM1[iE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'M.W OR BF,T.�OW 62 MAYOF BE USED AS AN IttSID�E OVi9DE LOCK,ATf/CFiED TO Q ELEVATION.HIV LOCK 2V or 1 127AERLVUES W/(2) 1/4'P-20 k 1/2'LONG FLAT NFFD S.S.M.S.LOCATION OF LOCK SHIW.8E AS INOIC47ED ON T1'PIC11 SHUTTER ATIM; 1� 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV LCC16 �9 OR MAY BE USED AS AN INSIDE OR OUTME LOCK.CONNECTION Or LOCKS TO CENiERNATES OR SHALL-BE AS INDICATED ON NOTE(1)ABOVE LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. M _ Z. .4� ¢2 IS USED W/M HAL LOdc.k LOCKING RODS 0 ARE N07 REQUIRED AT�(fURMCANE POSMON,BUT MAY l4 -- p+� ,,.J��ty� •'�' BE USED IF DESIRED TO EI2F AMO SHUTTER PERFO LOCIONG RODS�y OR AN ALTERNATIVE DEVICE iI MAY ALSO BE USED AT STACKING POSMDN (NON HURRICANE POSITION). 4. •ONE FN LACK SFULL BE USED AT CORNER CENTERNATES FOR=SPAN AND CbTALlAR0N5 A7 AHNT E11VAflON.ITV LOCK 4 or®SHALL BE USED As AN OUTSIDE OR MSIDE LOCK, ATTACHED 70®CORNEA C MRMATE W/(2) 1/4 4-20 K 1/2'LONG FIAT HEAD S.S.M.&TWO LOCKING RODS lor� AT TOP&BOTTOM SWILL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER 0"ATION. MU MAXTA SHUTTER SPAN SHALL LLE DETERMINED AS PER SCHEDULES SHOWN ON SNILT 12. T� 2 p f.2 T - gig S. ONE ALTERNATE HV LOCK MAY HE W LIEU1 VAUD ONLY OF HtY LOCK Dr FOR/UTI SPAN A� -��---1�---- "- �°- j jy`>< INSTAIAi70HaS AT ANY ELEVATION.AL ERNAT<LOCK¢3 WY BE"US:D AS ANN OR OUTSIDE LOCK.ATTACHWair G 9 I u�o OF I/4b-20x3/4'S.S.THUMBSCREW TO®OR 0 CENTERMATES SHALL BE MAGE W/1/4-4-20.3/4-ALUM. LRNHUTOCKS AS, CrhN ON SECTION HVE.SHEET 8.ONE LOCK SHALL TW BE USED AT 1/2 OF SHUTTER SPAN OR O ( / eGapB C LOCKS AT 1/3 OF SHUTTER SPAN. 7 V 1 &btylnATni!'r CQN(JRfON FOR KEl'SItNi MING DISTu 1 ATIOWk ONE HN LOCK to Dr®SHA:L B£ 71I USED AT 1/2 OF SHUTTER.PAA FDR ANY SPAR OR 12'A OVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 1 TO W.AND FOR INSTALLATIONS AT ANY EL.EYATI MV LOCH( ar 18 u 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 3 or 4'SYMMETRICAL CENIERW.TES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE END- MS.LtK'AiION OF LOCK SHALL..BE AS INDMATEO ON TYPICAL SNUITEi 11EYATiON. USE O^LOCKING ROM CS W/Q$ COH7NECTION JIB { Y 0> OR(Kt TOP AND BOTTOM IS COMPLETELY MlANDAToRY. D=TAI$ON D r (ED M 1 J K L ' P D v SHLIT'S R @ YYY 111 HE,>M-nu " —1v *NOTES ON HV "T" LOCKS AND CENTERMATES: CE CORNER 1 CEM1ITERMATE � ONE AI-TERtME HV T LOCK 0 NAY BE IHS�N.Lm IN LIEU OF HV LOCKS'�$OR O$FOR ANY SPAN AND -@.m I STALLATON AT AHI'ELEVATION! a TE LOCK ESO}1AY BE USED AS AN INSIDE OR DE LOCK ATTACHMENT Of LOCK INCI.UGE5 1lSMC RONFORCWG LOCK AS SHIOWN ON SECt}ON HiYG,SFtE£T D,WHICH MUST BE CONNECTED TO CIDGEWRATLS 0 AND @ WJ 1/4'4-20. 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 z 3/32' WMNLrr OR TY/1/4'0-20x1'SS.M.S.INTO A 1/4'4x 5/8'PoVNUT.LOCK MAY BE INSTALLED AT IWSPAN OR 12' 0•4.7-@•O x @ a MAXIMUM ABOVE AND BELOW MIOSPAN.USE OF TWO LOCKING RODS�TOP.TND BOTOM IS MANIDATORY. Q n -0-D„© e .tiB�� si• 3.Q•�}sa(T3�• A *NOTES QN HD LOCKS & CENTERM�ATES_. 1.ND IDCK W/NO f�H1131MATMS 3 �, W/(S�:ONE ALTERNATE NO LOCK©MAYBE USED IN UEU OF PICAL f) HV BLADE SHUTTER ELEVATION IN LOCKS OR FOR ANY SPAN AND IASTALLATIONS AT MY ELEVATION.ALTERNATE NO LOCK®LAY BE USED N.T.S. AS AN INSIDE OR OU/S:DE LOCK.ATTACHMENT OF H D LOCK 0 TO tS W/3 Ia k 3/8'F.H.SSAS.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-M AND N00-HhC,SIM 10.LOCK MAY BE INSTALLED AT WDSPAN OR 12'MNWUM BELOW OR ABDVE IaD°.PAN.USE OF LACKING ROOS @ IS COUPLEI£L.Y OM NNAL ROMDA MING t on High Velocity Hurricane e.e }>,.TCC/T Abi 2a 201.JSTDTN METAL SUPPLY,INC. p` BERTHA HVTM Accordion Shutter System �I L E q . Q. . FLy.BLADE#,W/Q7 W/O H V.kiNX7„T RADE American Shutter SystemsEM:::-Al asccrnol DTIC nuke 11Y u1 1TLL1T TESTING & ENGINEERING COMPANY a: STATE OF .'tr L QT13.wy,,yam,=1'.3N,JD1•w=X GgsYnS. y, Association. Inc. i OLD 11-192 4/13/15 WLG 4/13/is —f `` Pn,�,:(xt}er1-1sw.F�.:t3as)aT1-1sT1 4268 WestroOGs Drive x ,f••. t R � k DRAVA NG No F0. [L�U�C,�• - ''ttaoo n7 West Polm Beach, FL 33407 3 ASIQNAL L`1L.`�` n:411A A.27 jn PE 4 15-085 P.E. SF SnfikigRE/DATE TLOfiOA Gt,9441sT 6 •NES OF 20 POURED N V TORS t .._ _�t H�L mLAZ CONCRETE (SEE SOHEDLtE ON SHEET til i sFwA M I= 1 OR ® easnNG 1 1 t•(sa�m°A4ifE EDGE GF 11 iW DAAL;(DNO � ' T�Sue aa seal to tvrAPEWJ$E ;]!--, AYi it ANCHOR ,I t, , C„� 'V i LOCATION 11 /twle KIX WASNM HEAD 1.1 OR 13 w 1 { 3/0 Nni TO(SCREws O 12,O.C. 313 COICRETE ANCHORS 04 (SIE SCHEDULE ON SHEET 13) EDGE OF `�t E)RLASS I ( TIME 1# ; 1f'� ! I SLAB IF CLASS---i tiHaH 57AA.a H O , /Q�2 �-I- EDGE!K APN.MJ4&.E PT1Ln:D /PPL1Cf8lE SUFI IF fJ'PUGIGLE POURED t FIAT PW CONCRETE ANCHORS —E i'=m / CONCRETE J ° CseE sL7DULE ON SHEET 7+> 1 fm m to Hw t OR +��COT� .._... _.. REOUIRED L)W HEAD eaHCREr ANu4ORS REOUSED o. ( SCHEDULE°N sH¢r t+l I1 .TRENCH INSTALLATION vWD ONLY FOR UP TO+70•-75 PSF A.S.D. Q HV FLOOR INSTALLATION fi ©HV WALK—OVER INSTALLATION ptREPRESSURERADN RATING FOR SPANS PER SCHEDULE 03. 11 E]0573HD CONCRETE ANCHORS (SEE scumu E ON/ L•� SHEET 75) V+•e rw annoc roan W/ w amt 1O I O } I AD+=rdax a+ "STTNC '� >aNwla M run Gf/SS-� l r'pi)8 Wpm./aA`60R5 n/ GLASS—1 �'. GilSS -iars w+mx w aHa 1+) -.-__O ' �, vrAAaa,y _.•1 t 3/P ort[teIDuoa o o• YAA. I �'I(tty rnnnas a Tq .G RR IP To IS'-0•Sva+MD j MAX. :1�SfARR Q DRQ fAS7D6n IH31 ( r1 Q1P.J(SE NOTE tT w DEET 1 I i/2• rr1a5xEs/T4iHEX yI rm �/6 �_ MAX T'EK SCREWS -- ''' mxr.Scxixr � ._.��. 114.3/4" NE%I.FJD_!i =( I 8•/ I O 12"O.C. t $ i A: •-,,,t 1 _ �a 1423 4 $A.S. ;i I; I!,;'• t•. l._t/aV-20-I''S3 w 5, OR 1/4- $S.MS. I - 3 /" 1/+' i tsNe 1/a•r-.n Nuts NUf O 9.O.C. 1 !^(S�EE�`.�CHE°ULE ON n 1 6 O ! O 9"O.G i• O 12,= ! StHEET 74) wa T NON 6'IpATK VL 1 C"18 1/2-� ".V 1? 18 11l-��-\ I t 2.00'MIri.4 TINT. toccow7NE / 1 EDGE orS1AD ff I \ `,/14r3/4-F.H.SD.S, LN LD. SW 7rIs1 7 7/8'r::LLL�'...17/8 CONCRETE ANCHORS ! \\'SED 9'O.C. K � r r T30Tc 13.0) E NOTE 73(b) -- M ,( O POUTED CQNCTETE (SEE SCHEDULE ON ON SHEET 1 POCRED CONCRETE�- O,N'SHEEP i _�....... OR CO!KREFE DLOCN SKEET 14) aft CONCRETE SLOCX % REaJ[RED REOUITRn KEYSTONE MOUNTING INSTALLATION QK HV WALL FLOOR INSTALLATION © yv wau_ WALK—OVER INSTALLATION SHUTTER SPM --W� PEcU3TE� UA D I S f� .nlF Fat: HasN+nav OF scc•1nec: t THE INSTALunON NsnuL eE — r F D.-EDGE DMANCE RE'OV NT TO HE OPERAAPER"WN S OF USE EXIT 4 l!M°AnORFOR I-SEE SHEET 4 FOR rallM SHUTTER (SEE SPECIFICATIONS«T AIETT,3, OR ENTRANCE @a.SKEET 19 INSTALLATION DETAILS W/ ) HV BLADE 2-MO LC1 NT°r SECTIONS CAN DE CT'A163+ED •••••••••••••••••--••"•-- D:AVT WAY TO SLUT ANY INSTAUATIOH, FLORDA WING CODE(Non High Velocity Hurricane Zone �a EA A.Tl�C/�•,,,�� ®2015 USTERN UETAL SUPPLY,INC. Q� GEN J9'. BERTHA HVTM sF S A Accordion Shutter System i� t 1 1 E ■ ■ ■ ■ Kv � y aE gl W/ca w/o RV..wNbrya XE American Shutter Systems IEV.W 0150 PDrdi DATZ Maw W, Mt, TILI.IT TESTING& ENGINEERING COMPANY o'•• TATE OF :w Ups NAI.w,.s,,3M,, .s1 rA�TT!m noRrA mm Association, Inc. 1 OLD t1-lsz 4/13115 HATE 4/13/Is 0-c T(W5)s71-7530.F¢.:(303)871-1631 4258 Y;estroads Drive 2 DRAWING NO '.�/�'•.i` �C�.� West Palm Beach, FL 33407 3 s6i A.�t3 �� \ WALTM AWQ6719 P.E. , 15-085 P.E. S� "SIGNA''f`uRE/DATE FIAROA La.P"167 a SHEET 20 SEE END WALL C ON SHEEiS 10 do 18 SEE Noll ON LOCKM Raps®,W LO=(D `f INSTALLATIONS STA L LAT I O N S W 1 H V AND AE7D:w\7c WLOCK 0 ON S1a7s S. 0 UT DO FIN / roasnNG Guns **MADE,W=WAX IM IS VALID FOR ALL Ef BLADE W HV CENTERMATES am—Am's KH m-0 OR 24 SEE END WALL. CONNECTION EYWNC CLASS DETAILS ON SH 7 2121t/✓!'eD'-2- I Q.®oy Q.�uiQ. 3 1/4• 7• __._...._-.. G 1/2' 7- (60W-T$A1Ea7)ALLU OPPOSING AVG1E w/(2)1/4•0 7AP=4 1/2. -@.@ S-MMETRYCAL "0WS 10 CONCREM I CENTERMATES (0/7D„ /�71� f►,oma/s•S.N.s.v 12 CE T RMATES salty.sFpAra7row /a'sus.t0 7oeE 1 D.C. um W/ HV LOCK or M Wf HV LOCK or�) m ctA AT EN31 A71DtF(nf')1 t — (SEE SYI+.EWEE 1 N �* 3 ON low Ct 1 i' I i/2• 3 ,. � 1 ®���©'O� a®ato•�� J HVB OUT a HVC 10•Q°^©' ®•Qa HVA w�m©•O«Oa 10•Qa (`E%IS1O1 CLASS r-PO'JA'ED ao.XRETE OR Q'°© Q°'Q•®`° i - �-1(wlxaEtero in=wau. \ SYMMETRICAL ---- IN �' •Q��`Q;®� ww.s�PxunDN -_-.._. I— - (8�•®wn' --- - J\-GLASS To) CE-NTERMA S t- �QJ•IQJwQ (,XS ¢HOME 5 I -� �1 ® ® --- * W HV LOCK 6 TERIOR) ®'maw Q.©ORQ,Q ow sNEcr 1,) MIN.SFPARAmu � (sem 'Sc I N noNR1 -. -0-0_ oN swEEr„) cam) — ---I--- -------- - — ------- - OUT 7DONCRETE ANCHORS f 4 - 1 �- VARIES b, our 6 /2'UM SLACK i OUT HVE HVF** HVD FLORA BUILDING CODE(Non High Velacity Hurricene Zone V\\\\11\1111NIi1)l/lp m 2015 E457MN LOA1 SUP.iY•MC. BERTHA whKterSy System■ ■ ■UE ■ KV.aAccordionRvwav Tic• - �`� TIWT TESTING& ENGINEERING COMPANY An19EI00n Shutter Systems D.N DATE D�. a-: u� -Q'• STATE Of :•4 5555 N.w.X.,p sx=.\'ux"°v".'"as•''-�:n`�, ASsodation. Inc. otD t i-tsz F/i3f15.oAn_: 3/13/15 �y•— i26$ Wstroods Oriv(x)71-,5 ,F ;(3M)S71-753, O DRAWNG No `CORIO� k�: �`'uRe area West Palm Beach. FL 33407 s ®aaos»9 . I 15-085 E FLMXA Li—f Hw7 P.E. DATE S SHEET 8 OF 20 OR POURED CONCRETE POURED CONCRETE RED CONCRETE TE RCONCRETE EOUIRED POURED N��KEYk1 OR CONCRETE BLOCOR KNCRETE WALL REOUIRED BLOCK TALL REOUiRED BLOCK WALL REOUeLED �EXt5„NG GLASS( EXISTING CLASS CONCRETE ANCHOR �flOSVX GLA.S 7-nai 7 - 7 ,z YW E%1SRfiG GLASS O 1fi'O,C; r _( ig tel— L _ 2•NTL 1 —_7 TO QA.S(SEE F EO ED m CLASS(SEE I SCHEDULE HAA E ORD CLASS(SEE E ;'WL SWARAIM m OASS(SET �4D.XE ON SEEP 1/16•.3•MAX. ON gra 19 FOR ,i TT�IOEQMD t SOCYAE ON SiEET ii FOR BADE m/.'O (6063-T6)CONE 9AOF5.(flh 0 --BEET 10 FCR 1/2• 10N BEET,9 AN1 (LOCATE AT ON STW 10 FOR ALUM.((QOSER _ f ` HR:6 k EITHER SPIE t 0./OFS Oh Q AT ETTHER 4 E 7/2 ` ' HADES�k QA O'Q) �Q) I _—_ f$USE.1'OR 2•MAX. I 1/]. WN. /,o■,/z'S.M.S. I (AS APPUCAPLE).2•.1/8.10•_2•CUP 0 16 O.C.- 7� ®16.O.C. __-__ 4 , (6063-T6 AIiS}YJ AT NIONg" , (1)1/0.1/2•S.N.S.TOO& J 4 ` (2)1/4'0 TAPCONS ANCHORS TO SEE�iRL X FO$J WALL AT L'O.C.(LOCATE AT A•�. SIDE CONNECTION OR ETD,FST SNE aF Q4) 1 OR Yy SEL DETAA,E roN 1 OR Q' A7 TRACKS ®a sE coNNEc,X SIDE CWL'iX XON /� 6 7 a•8 SEE DLTAT.X 4 . 8-60 -(gl.�- 1O TRACKS �a�l/-8 O.�e• 10 ®.®•®"©•�" TO TRACKS 1�®-®•�.©•®o ®-6� Q ©•0- 10•�°© 0.0.0. ©O -©O �- ©•p.�-®•p•®- ®-DETAI O 3 END CONNECTION DETAIL 4 SND CONNECTION DETAIL 1� END CONNECTION pETAIL 20 O OR 4 1EOUIRED OMY FOR SPANS CREATER THAN tY-U- COUIYc'D E8:LoCCONCRETE AL EXFTING CUSS / CONCRETE SOCK WALL C71N6 4 REQUIRED Mrl 17aaAT1oN71\-7- COZ E TO 4lSS(`SM 16•ya ' `( 1 b_- ---11 rooR nJ EOR4, i/z-w.4. Tern 9c.'LT �1S oR®OR�oR QF-3 19 FQi ANCHOR O ._._._._.._ n RR HATE FOR9 ®� ii CON'•RLTE HN,ES O&G 12.O.C. 5ON SEEET 19 FORHA06O&QANCHORORjOC �1-14 _1/MINEEa ROM,N. 2'MN,f ♦SEE USLADE�AON SNEEm5 / (1�OR & PLAN � LPOURED CONCR[TE OR OR® .®.©•Q7-8 , l9'®- CONCPZE:BLOCK WALL 0•Q Q•®- REOUiRc'D '0'©'©" ©•O•©a©•O•®- n HV BLADE OR ha HV WINDOW BLADE INTO ®.0.p.�p.®. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q O 0-®0.0®- END CONNECTION DETAIL 6 0 0-0 0.0 0 '� FIOWDA BUILD!,NG CME(Hon High Velocity Hurricane Zone A.T!(�JTr, ®2015 EAsrm wET&SUPPLY.INC. ..cEnis BERTHA HV -- - _ T E C O A■S■S■A, Accordion Shutter System Itv.RAM#t w/cR W/O KV.WNDW 13AX American Shufifer SystemsN OATC 09A Tac NL .. TILLLT TESTING & ENGINEERING COMPANY <J13Ji6 Association, Inc. i OLD 1i-t e2 wn• 4J13/15 pl STATE OF a u H.a.Den s s.am va mrA ura xc arnru ui Poort<:(3os}an-Fs».Fc::(.+os)sn-es3i 4268 Westroads Drive z DRA'd;NG No ,c •., DRl '�` a-a a:uweco0amcam West Palm Beach, FL 3340? r's"N,S ONAL tiN���` WALTER A�1Jr.P.E. + 15-085 P.E.r tIi�?A%RE/DATE FtaaeA u:.1 44167 5 SH 0 OF 20 SCHEDULE t!1 SCHEDULE $2 MSS HEDULE 93 MMMUM SHUTTER SPAN -L+-OR 'L-' MAXIMUM SHUTTER SPAN* 'L+' VVIMUM SHUTTER SPAN*'L+' '-"—•-""'-""•"'•--- (ft.). FOR INSTALLATIONS w/SMEMCAL OR 'L (ft.)FOR OR "L (ft.) INSTALLATIONS INST LATION IEGEND • NOM: ��gM 0 d ®or or INSTALLATIONS W/ CONCRETE& W/ ONE H.V.LOCK W Or®or Or �ID[jFg MANSORY WOOD POSITIVE ASto DESGN PR��RATING. cNETi do W/ONE HV LOCKS HD LOCK 6 W/ NO LOCKING RODS or ONE HV LOCK or 6 or L MAX ALLOWABLE SPAN FOR A GtYe1V NEGATIVE CENTERMATES &@!d W/ONE HV -r W/NO LOCKI G RODS 4R W/NO LOCKING UNTI A B, C.0, E. M, N., P. 0. ASO.DES"PRESSURE RATING. `El ® ODS MOUNTING F, K&l R. S,&V. LOCK®W/TWO LOCKING RODS(D TOP & (SEE NOTES t.tt) (VMD FOR MOlIMG (2)PROCEDUItE TO DETER)AINE MNMMUM SPAN FOR DOTTOM SEE NOTES tt) SHEET 7) FLOOR/CEILING C. H. 1. 11,J T. U.W&X WALL MOl1NTI4CS(TOP/BOTTOM)OR FLOOR/CEIUNG; CNRETE&WOOD PWALLATIONS 0 eDNCREIE h WOon CONCRETE MOUNTING & M AA�R WALL MOUNICaG ttWR/CEILING /tom�cN GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING. r*ssu1t '�� YI411 tKX1N1R+0 ,�suzK INSTALLA1gfS DETERMINE MAXDNUM SPAN 1+'FROM SCH':AULE. ' u0L4tTWG BAnC a �"'� / DR w. GfrEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. oR ) ___ (,q i N A `` (+ooR�) FLOC ML L*t"TIN DETERMINE MAYWUM SPAN 1-'FROM SGNEDULE• L 4 M_ L— l t W_ L-(i,1 L#(4) 1 L-04 L f(y I L-(IQ 0 MAGMUM SITUI TER SPAN 1+-OR'L--FOR 30 OR 16'-0' 1 16•-0" 16'-0' 16'-0- 30 is'=0' t8'-0' 30 15'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMBED TO FINAL MAYIMUM ALLOWABLE SPAN IS EQUAL TO THE _35 __t_4'-_t_D' t4'.-10• _15-2• 16•-0• 35 W_ -1 35 lc'-10- 35 15'-2' 16'-1 D' 105 psf.A5.0.DESIGN PRESSURE RATING. IMUl.1 DETERMINED SPAN BETWEEN-L+-AND 1-'. 40 13'-1o• 13'-10' 14'-2' 15'-2" 40 1S-10- 13•-1D• 40 14'-2- 15'-2• (>)PROCEDURE TO D-LrU M --MAXIMUM SPAN FOR 45 /3•-t' 13•-I' 13'-4' 14'-345 13'-1• 73•-1• 45 13'-4" 14'-3- t HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 W/FLOOR/CEILING MOUNTINGS: 12'-5' 1Y-5' I2'-8' 13'-T' S0 12'-5' 72'-5' S0 12•-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS. 55 11'-10' 11'-10' 12•-1- 12'-11 55 IV-10, Ill-10• 55- •11'-1'- 71'-11• 9IALL DE AS INDICATED ON 14MLL4TOR1•CONDITION f2 FOR A CASH POSITIVE A.S.D.DESIGN PRESSURE _ Y-4' ^60 11'-4' T1'-4' _ 60 10'-2' 10'-11•. NOTE 15.SHEET 5. RRWC: 10'-10' t0'-tp' 65 9'-5' 10'-1' DETERMINE.- 65 - 70 10'-5" Ic-6' 1G'--9- 11'-5' 70 10•-6' /0•-6' 70 8'-sr 9-a'- Lt+-MAX.SPAN Fink WALL.MOUNTING OUNTILATiDNS. _ Lz+�MAX.STAN FOR P_4�t/CEILWC MOUNTING 75 t0'-1' iD'-Y 10'-4'_ 1l'-T 75 10'-i' S0'-1' 75 - 8'-9' •ti•DXCEPT THAT MIAXANM SWMM SPIN 1+-OR RNSTP1lA.TWNS. 80 9'-ID- O'-10' 10•-O' IV-9' 80 9'-10' 9•-10' '1-'AND MAX:MUA A.SD.DFSiNG PRESS1R#RATING FOR FOR A CAEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 91-6' 9'-9- 10-__b' 85 9'-5: 9•-e' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3- 9'-3' 9'-_5'---10'-i' _ 90 9'-3' 9'-3" �L BE�AS�� DETERMINE: 95 9•-0' 0•-9' 9'-2' 9'-10- 95 9'-0• 8•-0" 1- CONNECTIONS TO KEYSTONE MOUNTING L1 14AY.SPAN FOR WALL MOUNTING INSTALLATIONS. 700 8'-9' e'-a- 9'-0' '-10 95 8'-0_ B'-a- LIMITED TO +64,-72 p.s,l.AND e'-0'SPAN. SEE Lx-m M.SPAN FOR FLOOR/CEILING MOUNTING 105 e'-Y 7-11' 0'-9' 9'-4' 105 8'-Y_ i T-t i" MOUNTING M&ON SHEET 7. INSTALLATIONS. t 10 6•-a'_ 7'-Y 8'-7' 9•-2- 770 8'-a• 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 8�2' T-S-S- 0'-a' B'-1t' _775 e•-z= '" J T-3• SEPARATION TO GLASS SCHEDULE M '"""st"'�`"1'+•.-LSF:1,--ANa - 220 __ 8-2• W-9- T20 8'-0• 125 Y-t0' G'-8" 6'-0' tl'-5' f 25 7'-10' __ 6'_tl. (4)Co TO ANCHOR SCHEDULE WITH FINAL. MAXIMUM ALLOWABLE SPAN AND NECATT.:A.S.O.DESIGN 130 7'-8` V-5- 7'-10' 8'-1' 130 Y-8' 6=i' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T—Y 6•-2- 7'-S' ..7-4-_. 135 7'-7- 6•-2• WIND ZONE SPACM. t4o 7-s• -s'-:1= r-r 7'-6' 140 Y-5' S-u' ASTM E-1996 SEPARATION 745 7'-3' 5'-9' 7'-5" _7'a' 145 7•-3' 5'-9' TO GLASS 150 7'-2' 5'-7' 7'-a- T-0' 150 7'-2' 5•-7' 15s r-D s-s T-r 6'-9' lss 7 0" -s i THE(U 3 1 160 6'-11` 5'-2' 7'-7' 8'-7• 160 6•-t V ' 165 6'_10' 5'-1' 7•-0'- V-4' 165 V-10' S'-1• 170 6•-9' - W-1T' 6'-n' 6•-2• 170 6'-9 _ .-'--� ......_.._.... 175 6'=7' 4'-9' 8'-9' 6'-0' 175 6'7' 4•-9• 180 6'-6' a'-8" 6-8- 5'-10• .. ' 6'-64••-6 S' eIBB 4-6• H V B LA D E 185 6-r 4-6• V-7' - 190 6'-4' 4'-5 -5' 5-6190 6'-4' 4'-5• 195 ....6.. .•. .._. _. -3 4'-3' 6•-5• r-5" 195 2006'-2• 4•-2' -6•-4' 5•-3• 200 W-2 4'-2 zos s•-1- 4•-r 6•-3• FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 2015&STERN NNETAL SUPPLY,pie. IL77111^17T�LNN/A'''. BE T A HVTM P IL E C O gat:. A�S,5�A, Accordion Shutter System RV MADE§>W/OR W/O H.V.WNXIW RADE TIWT TESTING &ENGINEERING COMPANY American Shutter Systems N, DL74:"MR DATE ORA"9.:10(,.y, G. •*' 5157 4.w.sSC�.�.51e,5�,.YAGI`FA rJJC{16.f10KM 337 Association, Inc. t OLD J 1-192 4/13/15 CSM- 4/13/15 Ph- Fn:(305)871-1531 4268 Westroods Drive 2 STA It:Ur ­­R:ts'Seme+ca '. West Palm Beech, FL 33407 3 DRAWING No $ m 4 t 5-085 1FLOROATERAtx_9 TILUT Ni6� ! �iy!E;c` rDINI E/DATE SHEET 6 ti OF 20 M7 M&MUM 6HQMBr SPACING fin.)SCHEDULE FOR A GM MAX, SHLOTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DERM 11 llOJAW TYPE FDR ATE OR CDWO B=WYLIATM (SEE Moutfr TS L 0.&H ON 91EEM 6&T L ANCHORS 70 SUBSTRATE SHALL BE AS FOLLOWS: TOURED OOionar/ORO@7E am POIFND CO M= w TO FD(Ls1TNG POURED CWiCltETE(6n.fe-3 Imiy wAtUN FLOOR MOUNT130 -1/4'0 TAPCON OR T,WCDN ItTH ADVANCED THREADFORL TECWCLAGY ANCHORS.AS MMITAC7URED BY LT.W.S UIDEK(W..1*. ®3 Am) (E)WALL SELL MOUNTING ©CEEIJNG MOUNTING WAIT ANCHORS SPACING 1 EGM -7/4'0 x 3/4•ALL POSTS SOLID-SET ANCgRS,AS DSIRItiURD BY ALL POINTS SCi£1W,l3oLT&SPECIALTY COWAKT.(w-fe =3 kal) (R) Lt5m WAX NCSm wts; 'AE PNMMUM Watq; I'MOM TET KPf`.9RRL ROTC _i/4'0 BLUE TAP CONCRETE ANCHORS WJ CAP AS UAWfACT1JRED BY FLMOA FASTENERS CRECT,INC.(1611 fc o 2 lol) 30140 1 m17519011201160120-54401175 90 12D 760 20 30 40 CO 7a 9p 120 160 203 TAPCON OR -i/a'/TAPPER+ANCHORS AS MANUFACTURED Bf POWERS FASTI NUM RQC.AND DISTRIBUTED OF AL PONTS SCREW,BOLT&SPECIALTY TAPCON VAIN ADVANCED 9VU OR ANY OTHER APPROVED UCC43M OR AUTHORIZED VENDOR ROMSTERED WITH AMERICAN%WYER VMEUS ASSOCIATION,WC 1+ I2 D 9 a ars Jo 14 12 10 a 6 a e 6 14 12 lots is D s to THREADFORM SECHEINDLOOY ®J W)14 12 ID a a 5 6 6 U 12 10 9 8 a e a 14 t2 10 9 a B 6 6 OR LEM 14 tY 10 9 0 a s a 14 12 t0 9 a a 6 a 14 12 10 9 o 9 8 5 I11 SAID-SFT 14 12 H, a 1, e 6 7 N 12 10 0 a o 6 a 14 12 10 9 9 a 5 6 BLUE TAP W/CAP `W�' 14 t2 10 9 0 ] 33 3.3 14 12 10 0 a e 6 e 14 ; to 9 a a 6 5 TAPPER+ A1)U'NOMIM EMBEDMENT INTO POURED CONCRETE OF TASCON OR TAFCON WITH ADVANCED TF RSADFORN TEC7L40.00Y ANCHORS AND TAPPER+ 4•-0• a 12 10 a a e a 0 u 12 m 9 6 a 6 a 14 12 10 9 a a a 55 ANC10R5 IS 1 3/4',AND FOR BLUE TAP W/CAP ANCH=ORS IS t 1/Y. 14 TY 10 9 a a 5 4 74 12 16 9 8 a 6 1: to 12 t0 9 B 0 4 J.3 A3)Yf1d:MLJM DNf3DMEM OF 1/4'0 x 3/a'ALL Pao1LS 50'JD-SET AAtaloRs 9iW.$7/e'INTO ME POURED CUh'CliEIG No Eltlk'DYENf l4 7I 1D 9 a a 8 4.5 14 A2 10 9 0 0 6 5,5 14 12 10 9 a a a 43 INTO STII;CO SHALL K PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHIN.BE 1 1/2•LANG WNMIIY SHOULD STUCCO DaST.AND 14 41", 2 SD 8 73 33>S - 14 12 10 9 0 8 6 5 H 12 10 9 8 1 S3 N 4 • lm�A'p16 WC NR 1'MDM M FOR WALLS WITH NO STUCCO. 12 l0 9 8 6 6 6 U 12 10 9 a a 6 53 14 12 10 9 8 8 6 14-5 D. 14 12 10 1 9 1 0 7 4 - 14 12 10 9 e 83 8 14 12 f0 8 e_, 5 J5 3 A.3)IN CASE I"PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WNl OR FLOOR. T4-12 10 f 0 1 0 17.514.51- 14 12 101 9 1 0 11 1B 43 14 12 10 9 a 6 43&75 ANCHORS WALL BE LONO 04OLIGH TO FEACH TILE URN STRISCTURE BEHND SW WALL FINISNIM ANCHORAGE SIMM.DE AS It0(CATED ON 14 12 93 74 43 4.5 - - 14 12 10 9 5 7.51" 4 l4 12 t0 9 8 0 45 JS HHOTF,n A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SVM OR FJFS WITH OR VAnCUT METAL STUDS CONSULT THS ENG9EQL FOR 6'-0' 14 12 10 9 t1 e a - to f2 t0 9 a a 6 3 l4 12 l0 9 e 65'3 ss MSTAlAIICN INTO DFS WITH McTAL SCUD$SEE Wtw 20. tl 1t 10 9 7.5 O.H. J - 14 12 10' 83 7 63 4 J 14 1= 3 1&515Z 4 J - ta t2 10 8 8 a - 14 12 to 0 a o3 5 75 14 12 to as a 5 { - (6) TO EX6TINO tXriCRFTE DIDCK:(ASTM C-Sp) N 12 9 65 33 J - 14 12 10 9 a OS 43 33 14 12 l0 a 7 5 JS 3 I/4Y TAPCON OR TAPCON WTT1H AMWICED THREAD.CRN TECHNOLOGY ANCHORS.AS UIRUFACI URED BY I.T.W.OUALDDU 14 t2 10 9 6 5 - - 14 12 10 9 8 7 3 4 14 12 10 9 75153 4 3 -1f4'0 x•3/4•AL POINTS SOMA-:ET ATxHORS,As D*TFwum ur ALL P0905 SCREW.BOLT&SPEGI',n COMPANY. la fI 10 D 03 4 - - I4 12 a 73 6 s3 a - 14 0.5 7 55 43 35 - - If4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS YAUFAC URED BY FLORMA FASIFTFRS DIRECT.INC. l4 /2 f0 6S 7 4 - - I< 12 f0 8 73 53 4 - la 12 a 7 73 43 - - -tf4'0 TAPPER+ANCHORS AS MANUFACTURED BY POW-FY.,FASTONERs,INC.,AND 0151RBUfEO EW ALL F'OMS`rCtEH,HOLT k SPECl1.1Y 4 11 7 133 14 12 0 75 5.514 - 14 12 9 7 8 43 3 �_ CDMPA,,OR ANY OTY.Ot APPROVED LICENSED OR AUTHORIZED V 1768 REOWERFD WITH THE AUFRICAN SHUTTER SISTERS Ai500AtON.IHC T4 t2 10 a 8 6.5 - 1 12 _ 9 a 6 ♦ - 14 12 to E 65 6 35 ____-1 N01L31 14 12 a3.7_S.S..S - 14 12 f1 43-SS a 3 - 75 IJ 6 3 a 1 - - D.t)MWMUM EMBOOMFJNT INTO CONCRETE U=,(OF TAPOW,BLUE TAP W/CAP ANCHDRS AND TAPPER+ANCHORS IS 2 I/4•AIM TAPOOtI 14 12 43 73 B - - - 14 f122-5 a a3 3 - - 1 72 5 6 BS 4 - - WITH ADVANCES)THRFMPoRM TECHNODCY ANC(ORS IS 1', 1J B3 a3 S 1.5 - - 14 9 63 6 - 74 12 6 83 3 4 9'-0is21090 - 14 9 73 43 - - u 12 e3 7 35 4 - - IL*WMUM ELIEWME NT OF 1/4'0 x 3/4•ALL POINTS SCUD-SET ANCHORS St L BE ENRRELY OEB9gEt INTO THE CON:RETE BLOCK RD 1♦ICE 73 0 A - - - fT 33 3 JS= - 1l 0 53 45&5 - - - EMBEEM INT M MUCCO,SHALL BE PER1,011M.1/4'0-20 SS MACHINE SCREW USED 9441 IE 1 1/2'LDNC UIMMUM SHOULD SWCOO 12 IsDOSE.AND 1'YI:6UW FOR WALLS WRAP NO SniCCO. 12 9 85 3.5 - 7i 7 SS 4 - fi OSI73e5354 147 6 cD - - N 11 7 93 43l4 12 10 9 75 - - - 14 a'63 3 - - 14 12 a 5 5 4 - 9.1)IN CSE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR A'IY WE(LER BE FOUND CN THE DDSMiG WALL OR FLOOR, 14 1 7 a J3 - - - 13 95 63 2 4 3 - - 10 73 5 4 3 - - - ANCHORS%MI BE LONG ENOUGH TO REACH THE MAIN STRUCTURE UEH=SAD WALL Ch'SHES.ANC10 E S ILL BE AS INIXGAIF ON 14 it TS 53 - - - - 14 7731 D 6 5 4 - 23 95 6 -r,4 4 - - NOTES ELI)&B.2)ABO'' FOR INSTAAATBHNS CN HIM.SLYNC OR EUS WITH OR W WOUi META.STUDS CMNsLLT TH6 ENMEER, 14 12 8 63 55 4 - 11 10 Yi3 5 4 3 FOR INSTAtATION INTO EIFS WITH METAL STUDS SEE SPELT 20. i l-0•14 12 10 - _ - - - 14 12 9 7 5 43 - - 14 1" 7 53 43 33 17.3 US 5 - - - - - 13 9 8 a3 a 3 - - 9 7 43 3s J - - - (C) ANCHORS SHALL BE RSTAi1©FOLLOWING ALL OF THE RECOUUEVDAIICNS AND SPECIFICATIONS OF TtE ANCNORS MA.NIIPAUTURVL 14 10 7 - - - - 14 103 7 53 45 - - - 13 65 53 45 73 - 95 7 45 - - 14 15 TS 0 3 - - 12 9 8 a5 SEE SCHEDULE BE LJDW FOR EDGE DWANCE(E0)VERSUS SPACING RELATIONSIOP FOR ANCHORS to U2 la - - - - - 14 12 -i' .5 u - - - tJ 1D ss 5 ♦ - - EDGEDISTANCE Relic ePA IN^SCHEDULE FOR ANCHORS• I58.5 43 - - - - - it a SS 4 J3 - - - a 0 1 4 3 - - - - MAXA M ANCHOR SPACINCS ARE VAIN FOR EDGE UDTANCM INDICATED BELOW.FOR E.0.LESS TRW III-ItDICATm.RIDUCH:ANQUpR SPAC9N: 33 OS 6 - - _ - 13 95 EL 3 a - - - 03 a 5 1 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE Fouaffn FACTORS 9 63 - - 14 "-L,11 4.3 - - 11 a5 33 45 13 - REDU SPALLS+.00 ED Il°u7IH0 FAL-f 04 WAIL NOT BE LEW 1W.4 MVAMJM SPACW6 INDKATM FOR EJ"ANCHOR TRE. 14 12 _ _ - - _ _ T4 113 75 6 3 _ _ _ 12 9 6 45 4 _ _ _ FACTOR O3 a _ - _ _ - _ 10 73 5 4 3 _ _ _ 73 A5. 4 3 - - - - ACTUAL _ IAPCOK WBH ADVANCED LUE TAPPER+ 23 8.6 - - - - - ax a a 43 4 - - os 7 5 . _ _ - 1�y{ A}� EDGE TAPCDN TNILAIIEVRM TECHNOLOGY POINT SOLID SET BTAP W/CAP a 6 - - _ - - i] 93 63 5 - - - - 0.5 73 3 . - - - - REV BLADE OR GICTANCE MOI.SPACA7G 14,-0' 14 12 _ _ _ _ _ _ T4 t115 I 33 - - _ - ti 85 53 43 _ ED. HUN.SPACING m S' MIL SPAraNC-3' MN.SPACING-3 1/2' IM$PA.^MD J' 3 3/4' <. 10 7.5 - - - - - -8 7 43 JS - - - 7 5 Jb J - - 1 V B OF CONCFETE& Fp,yq DO CREIZ OLrQ+J'E ELDp, POURED CONCRETE& wurz0 CCYNCRtlE a FO,-mtSmE arCI+1E 0.ml 15 e - - - - - - 11 a 55 a3 - - - - 9 83 43 - - I W ,�.� IPL EII•3 1/Y IOC ED•2 1fr CCVNLAESEim ED. JBLOCK �1��s. LCL Ec.1 1Jf r.O.z ift 73 - - - - -I- - 12 D 6 _ - _ _ - o '3 - - - - - BLADE WORKING . 15_O. 9 - - - - - - ✓i5 6103 64 - - - - 6.5 a ] - - - - - - H2- 0.61 10.81 1.0 ----- _._.._ 0.6 1.0 0 0.78 7.D e3 a s - - - es e 4 - _ IN UNISON - 0.91 _ _ _ 0.43 _8 6 4 - 6 43 J 0.35 7 -p}5 as - - - - - - - a3 7 5 - - - - 8 6 ♦ - -,- - - FLORIDA WILDING CODE(HOTT High VCIGCity HUrriCOne Zone TICCJT`4,,� ©2015 DZIERR METAL SUPPLY.INC PtjENS ' __ BERTHA HVT,1 A.S,S�Qe Accordion Shutter System .JT: KV.ELME#1 W/OR W/0 RV.VAN)CW HARE American Shutter Systems n, p�FORo DAsc TDEA,,ar. ML STATE OF ;N�c TILLT TESTING do S.MMERTNG COMPANY ASSOCIattOn, Inc. f OLD tl-74; 4jtJ/7- 5 "da[-4Jt3/15 BTI IT TE g,s,,soE,V'INE RINGGMIDs.F1MPAAWA sal Ph-:(105)111-1500.Fu:(3Ds)S71-1531 4268 Westroods Drive 2 p,(�:S DR .�.`(q``�$ -�_ 9•exn Wes' Polm Beoch, FL 33407 5- -'_i8•T""IVING NO 1 15-085 510NA1.11`A�Av IfLQTgi A 7WC Jr.P.E. 4 SHEET P.E. �'@AL';'�i- WALTER FLORI 4 Lk.1"t67 5 6 13 OF 20 ZC 4 o ^✓� a u O z Lo •U 1 B •"I- Y a n ° =En w C N� QVk •_ J �® QU,1� l74 a 2 O n Gut L� � +s _I� _ f Zn_ ^ ■ E o Td2 oro� W aa41�it > �N i 0 ILI 0. z K �C»nnn.yyNnnn..I nnl lNnl ln111Nj11 I�Iit�_tlllaill�fl lnllllnl 11111 ® ���T� dui ��I BnnNn N;ann vnHnay.�n 'a.lnlnl i»tn1 lyl l In III IY.I I t.I, l frl l 1.1 i til l � =�g��$z ,LLy �nn NH»ny NN Nnn YN»HYy Nn�nr�nytYY l n�I t'Nn 1 1 nn 1 1»I i l l l l�n l l l�l l 2¢c����.� 51�AA»m y�yy y»Nn HpHn gnypnlHn bplNlNln 9Nnl�i�yHn'„�»�Na N.�H»r rynav lN�1 � may'^� 1pC ZC J y, 5d n n n;n N H N N n H n H N N b n y y»»n n n H H H my q.y n Hln H n�n n n�n H N r H n y�N y y a N.� ® N •'✓i # •mF HYInbnNHyn Hn Nb nn Nnn NlN nlN n»yy�nln ynNHnnn»nynyn N • ��•• pp 1 » RNA NnyNnHy NN 5�Ls� O nANN,pb bNynnn yHNAn nIn AlN plgn»pylpnyy Nn»ynln n»pyy Ay nNNy»Ny»p nonan �J��3. an'anvnNannarinl l Itll Il.l l in11111111;I I1 l l l l l l l l l l l l l l l l l l ltl l ~ �l wn yy a I i l y�Qa11 3 �nnn n n nln n°xry nn rn amehnnnnr�l h�l Inl llinl l Imll1'�1.1IYlll 1'al Ilnll l `���' •�'�jtj�� F M qn n^nlnnnnnn nen 1n2u Tn»h'�n Syn nv',�1^al lnnl lnlIjl lnl i ,mll �� t g �nln 1 nIn n!n w'�«nn�nw�H oa�«�Im Yh y�'ar�y'�n r',�nhl�i.lnnl inii f �; �[_w OJ ]pRnapl $n n{wnwnw nnnn3«n nn nn rvw ON \�lh 3om�2�1f^�d wnM�r�nna.1 t na I ! nunuul�la i I l l n l l i l l l 1�1 I l l l l l i l t l l l Ilf 1 1 1 1 1 III 1 t1 Rnglo mtuol„.hn�mald_y NynY Y',�nr`aY 11'�a 1 1 n'�I ll n l I l n l l t l III C i l l i 11 I "it 9Y 11,�� 1 1 n3 lil n I f 1 n 1 - r.tl�'R1»i•MtlalIinaa�v^YIhvum.�{nb1.a1�YH -OAaY Yl^n�1ha1 __ n a aga° _vvD���� r"" I a�lnw�aaaP:�.aam� �memomnlm.......mo mtl mm l 1 t I 1 lit I ill .11 ill it 11 I 1 Ill tl I I 1 1 I 1 I 1 11 11 f ✓� tlm.qln m........mtlm11111171.1-1 _ Rbmgmmm...m ........mglpmogmm. omlblllltlilllllllllllll N Sm mmmogmmm mmmmmgmq q.tl qm eq mom mgmm P orb mI.111111111111 ........ a PI I I t i l l l � $A - b00.00 oq POOOao - _ -oi^a M2 g.oO M f in b n W A O N i7 O in ib