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HomeMy WebLinkAboutProduct Approval Professional ° • o -- Ka „ r BCIS Home f Log In I User Registration Hot Topic I Submit Surcharge Stats&Facts 1 Publications I FBC Staff I SCIS Site Map I Links I Search bL-0-4' a *Product 1 Approval USER:Public User Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail FL# FL389-R8 Application Type evision 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 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.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 El 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 12/31/2017 Validated By John W. Knezevich,PE E] Validation Checklist-.Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 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# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf 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 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes 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'-6" 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. 389.2 [Berth7aHV, Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1Onon-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.Ddf 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 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVi blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions• Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf 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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 1.12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund 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 entity.Instead,contact the office by phone or by traditional mail.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 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 be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ECE♦ecY Credit Card Safe GENERAL NATES: I. BERTHA KV,ACOOROION SHIRTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUNP.EO.)HAS BEEN ARI✓ff7ED FOR COMPLIANCE IN ACCORDANCE WITH 714E 2014(5th EDITION)OF THE FLORIDA BUDDING CODE THIS ACCORDION SHUTTER SYSTEM MALL NOT BE INSTALLED AT NICH HURRICANE ZONES DESIGN WIND LOADS SHALL BE OETEANINED AS PER SECTION ISM OF THE ABOVE MENTISH MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE UTTER WILL TABLE OF CONTENTS BE PSA=WITH A DURECRIOMAM FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAKIMUM(/4.0.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CMMMN,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SK41L BE FUST REDUCED TO AS.D.DESIGN WIND LOADS AREA.1• HV BL ESQ BY MULTIPLYING THEM BY Me IN OROERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 11 THRU 15,19 6:20. SLEET I GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED.A JJ x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED INTHBR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C0-1.65 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACWRUON SNUTRR SYSTEWs ADEQUACY FOR WIND AND LARGE LASSIE IMPACT LOAD HAS BEEN VERIFTED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS TYPICAL WDIDOW BLADE&WINDOW DETAIL -1N BLADE()/0214.01-03,!071501-0.3.11004.01-05./1214.01-05,#0317.02-0B,10609.01-10 AND/0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND AMY E-iSS6 ARCA 2 W RI ADV to AND HV WINDOW BLADE AND E-1996 STANDARDS(MbSLE LEVEL D.WIND ZONES 1.2 h 3)&01220.01-10 AS PER TAS 201.203 a 20.7 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW.LADE O#0.50.507-OB AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#0775.01-88 AS PER TAS 202 PROTOCOL 7YPHN_SHUTTER ELEVATION&NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F,CONCRERE/BLOCK SHEET 0 2.FIV BLADE(D AND HV WINDOW BLADE O ARE ENGINEERED TO WORK IN UNISON WITH TACH OTHER UNDER THE GENERAL LIMBARONS AND CONDITIONS OF USE INDICTED ON SHEET 19 INSTALLATION DETAILS C-M,CONCRETE/BLOCK SHEET 7 _ CENTERMATE DETAILS HV SHEET 8 1 BERTHA STAINLESS STEEL SCREWS WITH 1350C MI VIEW STRENGTH AND 16ENS),MED AT GLADES�OCKLE AND[.1 TENSILE STRENGTH.PINS SHALDIRECT MOUNT L BE COATED WITH BFRDA HYTO TRACKS SHALL BE#14DACR0'aHDiD C01RNG SYSTEM ASSN NUFACTURED FBBPPPROVED UM SERIES CENTFRMATE ALTERNATING DETAILS FN SHEET 9 COATING APPUCTORS.REGISTERED WITH AMERICAN SHUTTER SYSTEM ASSOCIATION.PINS MUST PEAR THE HV MARKING ON THEIR HEAD. END CONNECTION O 1-6,CON(RETIALK SHEET 10 t.ALL AIUWNUM D(IRLISI0IS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICTED ON SHEETS 2 AND J.MINIMUM YIT1D STRENGTH FOR 6081-18 Al1Df 19 JOA 1.1 AND 35.7 lul FOR MAMAXIMUMSPAN TABLES IES E/BSHEET 11 6DO5-75 MIRY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S ALL SCRSYS TO BE SrADDPSS SREE.3G4 OR 316 MSI SERIES OR CORROSION RESISTANT COATED CARBON Sala AS PER DIN 50018 WITH 50 1d MN.YIELD STRENGTH AND 90 Eel MDL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8.BOLTS TO BE ASTM 0-307 GALVANIZED STEEL,OR NSI 3U4 OR 316 SERIES STAINLESS STEEL WITH 35 id MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOMNO SHEETS FOR ANCHOR SPECIFICATIONS:HFA BLADE ID:12.1J,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SKEET 18 HV BLADE O&O WORKING IN UNISON:12,13 @ 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 ENO CONNECTION DETAILS 7-I2 A%,WOOD MEET 18 .e.THIS BERTHA KV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 10N779.582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY.IN0. AREA 3• HV WINDOW BLADE A ONLY 9.R SCOL BE THE RESPONSIBILITY OF 714E CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO OSURE PROPER ANCHORAGE.CONTRACTOR TO SEAWCAULK ALL 99MM COMPONENTEDGES WHICH RAIN.TH RU FASTENING IN CONTINUOUS CONTACT WITH THE BUDDING TO PREVENT MND/INN INTRUSION. TYPICAL SWATTER ELEVATION SHEET IB EM 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE RALE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER TEMPT.OR OTHERS,MUS'PROPERLY CLOSE ALL W AND HD AREA A• W WINDOW BLADE m ONLY CENIEFOUITES AND ENGAGE OR LOCK ALL HV AND HD LO= 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LIGATION AT ACCORDION STUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LIBEL SHALL RE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENINGIABEUNG 70 COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COOS 12 BERTHA KV.ACCORDION SHUMER SYSTEU S INSTALLATION MAL COMPLY WITH SPIES INWCIED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMT IS APPLIED 70. X13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIHC PROJECT.L.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RED.PRGVIOED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON RIMS DOCUMENT.CONSTRICTION SAFETY AT SITE IS THE CONRPACTUR S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. =SPECIFICIPROJECTS E�PER�USE OF TIME RE.ENGINEER ED Of A ROOF RRECO�RDEDACfwGGwAS OPD��GENGINN�WTo THE ED.ENGINNEERTHE RSSKM4 L�TO THIS FOR THE SIfE�SPmFICHDR WILL FOR RENEW. (e)ORIGINAL RED.SMALL BEV!TIME CTE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFF410ONAL ENGINEER OF RECORD THAT PREPARED B. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\\N��• A.1/4,VA'' ®2015 EASTERN METAL SUPPLY,INC. �10EI ` v B RTHA HVTM c O S S A Accordion Shutter System `yEtr' IL E C O INc. ■ ■ ■ TLV.RAM#1 W/CR W/O KV.WNDON BIDE American Shutter Systems ,N DarAmD®, wrz ORANN ar: ML. TILLIT TESTING&ENGINEERING COMPANY AssOelatlenA Inc. 1 OLD 11-192 4/13/15 DAe 4/13/15 OF 51 XN.]60.sL.6la JOM1.YIXTM cVmrAs.RLImA]]1 vm„4:(341)611-15M.Fm:(305WI-1531 4268 Westroads Drive 2 DRAWING NO g..(` '•.;;^NM^, \�F� - �dmm West Palm Beach, FL 33407 6 15=085 N' 'NAL EN WALIFR A T1MR Jr.I, ' SH AYYYD AH Ntak Un#44181 6 EET P.E. SEALS OW)RE(DATENA e 1 ri 108 9ae0lf 0200 Q� VANES 1.91 1.491' T--------T—I 4.Re ' STARTER .a Q oR USE W1 UNDER US 5458179gUALIFlEO FOR USE W/NV BLADE t� HY DIRECT MOUNI. HV BLADE COVERED UND t7 pi HV WN SLAW QUALIFIED FOR USE W1 AND TEMPER X 3: -SEE LIMITATIONS OF USE OF BLADE(9 ON SHEET ig 6063-TO ALLOY BLADE AQ9 TEMPER .124� 6063-T6 ALLOY AND TEMPER 21V 1-1*.- Zen. mei.. -§NLloorl 7Y O07r (V)HV ADJ. ADAPTER HV WALK—OVER TRACK .920 QUALIFIED FOR USE' @) K E(q QUALIFIED OR W/HV 1-7w 3,750. (�)HV Al 6063-TO ILL�LDOY AND TEMPER BLADE.,l QUALIFIED FOR USE W/W QUALIFIED FOR USE W/W AT TEMPER BLADE(D ONIIY. @HV RAINQUARD BLADE(p 6063-T6 ALLOY AND TEMPER .UAUFIED FORBLADEUSE W/HV 6063-T6 ALLOY A 0 VAM (p TEMPER 1, A VAMES LOW 6063-TS ALLOY✓ D TEMPER -wr HV HEADER/SILL11D CEILING HEADER/SILL ONLY, QUALIFIED FOR U %%&EPONLY DW-15 AlA&AN OUNISFIED FOR USE W/HV BLADEQ) HD SEE SECTIONS FOR VALIDRV.' EE SECTIONS FOR VALIDITY. QUALIFIED FO USE W1 W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE&ONLY. 6063-T6 ALLOY AND TEMPER COYPoNFNT A . TI - kMNYNNt 2- 5-MAX. I/W 1/8- 2* 5*wy-0.192• 0.192* DjDE ANGLES CORNER POSTS FN ALUMINUM ANGLES 2.V 7'MMI 0.19 OAST 11AUFIE-D FOR USE W/HV BLADE QI QUALJFl USE W1 W BLADED 063-T6 ALLOY AND TEMPER T AND s ONM TEMPER -T.ALLOY AND 1-1E. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone,' 0!&_METAL SUPPLY.INC. jr IMT"A HVT. /TLE_T_q_o..--\ A.S.&A Accordion Shutter System Kv.BADE#1 W1 CR.W/0 N.V.WINDOW BADE Ame=Shutter Systems TILUT TESTING&ENGINEERING COMPANY station, Inc. —1 OLD 11-192 (3m) 1-101 4268 Westroads Drive —2 DRAWING No AtwD�.-'51- West Palm Beach, FL 33407 4 15-085 PI_ FU)RM U.j 44167 3- SHEET P.E_ 2 OF 20 {4 9' FUt_tff 0 1 Y-10 - ' 93Y.; BVSEB PkNR9 T{Oa/nF0 t A.L.� MRD}t90159 CRII&ER (pWWE (ORME NAND) 2©HV CENTFRMA7E QuuIDEG FGR usE w/ttv BLADE/Q& GNLY HV FLOATING CENT£gMNAI� R5 ® HV EGRESS LOCK 6063-T6 ALLOY ANO TEMPER QU FD FOR USE W/HV BLADE 1 & I ONLY a Y QUAtIFiED OR USE W/W QUAt)FDI-D USE Wf FLV 6as1-T6 ALLOT AND TENDERP&IBLADE(J&Q�ONLY. BLADE 1 h®ONLY. 'M FOR.USE Wf ttY E11JLL}E 1 ONLY i B7{' fi063-TB ALLOT ANO TEMPER Pta9nC NEW 1.758' 92' MOLDED !• R• 5077flr v' �2 ASTER RN$INC 6 D0' - 1/47j-20 x 3/4" BEFORE RIVETING SS. THUMBSCREWy4"¢-20 RIVNUT -^T � 'k TiEWES 9H{AWIDNUM(2D21-TJ ML01')IMtZ FUNOE IINI PIM ® LOCKy„ " Mftsw.PMT CHOW TEntM PAR9/PP0E81D;.NA9EIiINWRmADRVImRED5{BOR AMCOO¢UN .RR/ HV MALE TC © LOCKER FOR 'T" LOCK CEN RMAT QUALIFIED FOR WE W/FN BLADE( ONLY ®HY HV-FEMALE 'T" LOCK C,ENTERMATE � HV 'T' LOCK �HV ALTERNARVE 4OCK 6063-76 ALLOY AND TEMPER QUAL)FIED FOR USE QUAUFIED FO USE W/FN QUALIFIED FOR USE W/HV BLADE(I)ONLY QUALIFIED FOR USE W/HV BLADE(1')ONLY W/HV BLADE(j)ONLY. BLADED ONLY. 6063-T6 ALLOT AND TEMPER 6063-TB ALLOY AND TEMPERR''' 1917 9 o � 3.281 �3• 3 D XEY CYLINDER OR TRUNVER .214'` D61 ,082' s14'� IhY .9 i0.675'W. a2Y ua. 3 Hp CENTFRMA7E Wf NO 69CROD CJD CENTFRMA7E. W,&T-94, LQG D QUALIFIED FOR USE /-HV BLADE t& A QUALIFIED FOR USE W/)(V BLADE i & , 6063-TB ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD P VAMS,Ir MRL QUALIFIED FOR USE W/FN BLADE 1 & J4'+-m Ss w 3Je'i-fe t 6063-T6 ALLOY RANO TEMPER *1/2* TIRIUSTURN --..—. *IT �O OORALEA 13 UhlCYllNDER LOCK NG 0DQ " 1.78'MO HD IJQCK QUALIFIED FOR USE W/HV BLADEQ t� 6083-Ts ALLOT AND TEMPER "�—tfi,I.kSr_ETA4 HY t/4' Le-20 AIS! 304 BY RECENT HARDWARE MORRSE LOCKS SERFS 2333 HOOK 8017 LAOK O q�1&ALU170N WILL REQUIRE A 7/16'HOLE THUMBSCREWS SERIES THUMBSCREWS QUALIFIED FOR USE W/W BLADEQT & OiSILtED AT TRACKS FOR PROPER EMBEDMENT 0E E 1 y BLADED QUALIFIED FOR USE W/HV BLADE1Q FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone,' 0 2015 FASIETC7 METAL SUPPLY.INC BERTHA HVTM lL,,,,,,EC Q r«�. . A■S.S■A. Accordion Shutter System KV.BADE$1 W/OR W/0 KV.W1MOW RADE TILLIT TMNG&ENGINEERING COMPANY American Shutter Systems Y. 0VUIE7 o» arc ww°,W. MI. +'O'• $ P;��```'� mss Kae.3atp.sc,sw Toa voaflu%WM IT7Ama 33, Association, Inc. t OLD 11-192 14/13/151 O - 4/13/15 Pham:(3°5)871-1370.Fn:(3¢1)871-1331 4268 Westrcads Drive IORAWING N9 '�''4 `•••" 1� e-mm¢mr<caeuaLca+. West Palm Beach, FL 33407 5 n1S;4NA`a••`" wuER w °xu'�.PE 4 15-0$5 P.E.SF�SIGNATURE/DATE 3 SHE3Er OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 3/e m 10 HV BLADE 1 41 4 12TO EIADE P°E 1 ETS• 1 els ® HV BLADE IA Hr WwBow'E .Oszs' .Dazs .oats• ® HV LONG RECESSED NYLON BUSHING zx Acn •m OPENUI eers U-73' f��Y f ® HV SHORT RECESSED NYLON BUSHING 9g 3 ( 1 °.06 ® HV NYLON HAT WASHER (DOR® ryy-0 MT a RRON Rt.'/� r 3 50• ® HV WHEEL CARRIAGE AISI 302-303 SERIES I 4 4 n /.x T50' % CLEAR 0.870•x3/16•THICK NYLON WHEEL I z T/s•1@L HV"NOUN 0.188.0 AISI 302 SERIES S.S. RIVETS ,315.0 CLEAR q, SEPARARON .TS00• BETWEEN .Bois• ® HV 1 3/4•ACCORDION PIN W/g8 HEAD * EXTERIOR oP AD „s 3µ• ® HV 2 3/4'ACCORDION PIN W/a8 HEAD* 41 4 4la• o z N ....TF:of>t�Br®ar ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I I BETIwEEN TYPICAL. HV WINDOW BLADE 64 AND ! (DOR® I 4 or�3 ® I N.T.S. POLYCARBONATE HV WINDOW DETAIL 3 (SEE NOTE FO8P REQNREMENISJ OR® AAONMCPONWINDWO * I 1 12•Mw, RESINS,UV-STABIUZED GRADE OR SABIC QUIREMENTS AT EXTERIOR 13LADE KNUCKLE FORT°auBE M INNOVATIVE PLASTIC LEXAN 103 RESIN OOR® I I I (SEE NOTE•F•ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® ry8-0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR ® POLYCARBONATE SOURCES FOR 4 HV®BLADE. �ICAL SHUTTER ASSEMBLYD EXTERIOR An car K ,m l fAFm£4 �v (2) W PIN®MAY BE USED IN LIEU OF®AND ONLY AT Nv IND®BR all Ar i Exr as �. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1Q 00324• BLADE'S KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION 'I7', SHEET 7. (SEE NOTE FOR srtTAs Asm tnf: anxT aM' nw m� .04 Q REQUIREMENTS) N[QW6'N: 1YP. T1o1S1E wn snsNam Acn oaa f,tao wx fsao wx (3) HV PIN®OR ©W/ 1/2.O.D. 1/16'THICK S.S. WASHER 0 "°01'A f'NNQiG1N A T°° �"'°'°° vaw wx tafm wT rtoanvx 10fM16 xrm wfa ntamoo wx aa,mo P+L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e� nma0 SHEET® wm®nro Asn mseI a n-V 17 E1-m! 1YFt CARRIAGEDETAIL :* * As,N aartu ��• —1.— .Ts. ASSEMBLY LAYOUT WOOP'0 o:o-�e rota' mo r F� ASKm Torsnc s, x Atm Av�ii 6m Tam w ww o+L Cid HIV BLADE SOLID & (A HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone ER A.��P\jV10ENT ®T015 EkTIERN METAL SUPPLY.INC. BERTHA HVTM MIL G O r, . A.S.S.A. Accordion Shutter System HV.BODE @1 W/OR W/0 NV.WNDON BLADE c l TILUT TESTING&ENGINEERING COMPANY American Shutter Systems ,,,n„ a,B a,,,,,,,�„ ,,,• ATE OF :'*- ons N..36av se,sa.aa;vmavaA aAme+i fiDRDH Ja1a Association, Ina 1 0LD 11-152 4/13/15 DAM 4 13/15 ('"•..ORI Plwa:(3os)8T1-ts3o.Faa:(3os)ez1-ts3t 4268 Westro0ds Drive x S+ ••�, S 71 a:uKfmaaa.� West Palm Beach, FL 33407 s ORAWING No ''%•is/0NAi ENG�� ��` WALTER 1°nuT''N.PE . 15-085 P.E.S` BIOMA�URE/DATE F1°�0 u`t"'BT a SHEET OF 20 ®.gym A ',NOTES ON HV LOCKS AND CENTERMATES' a a O 'E�'t3'0 0 K l* "®•Q��xS 1.MANDATORY!MWITIOH it_ONE HV LOCK or®SHALL BE USED AT 1/2 OFSHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 2 OF SHl1T7ER SPAN FOR SPANS UP 1b 109',AND FOR INST TOS ANY ELEYAt1QN.frV LOCK ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTAOtED To OR CENiERMATES 5Y/(2)1/4'0-20 K 1/2'LONG FLAT HEAD S-$N.S.LOCATION OF LOCK SHALL 8E AS INDICATED ON O�4 a MIER SHLLfIEi2 ELEVATON. LOOS OR I/AY BE USED AS[AN NFOR IDE OR OUTSIDE LOCK.CONNECTION OFPLOCKS aIOUCFNfERMAT6 LOCA N 0 LOCKS BE AS SHA CA AS TED p10fiATtA)ONTYPICAL SHUTTER ELEVATION. 3. �) __A,��x�__,������ AA�,, A2IS (r W/}WO HV LM1(Sl•LOCKING RpOS ME NOT REQUIRED AT URRICANE POSITION,BUT MAY 4""'E.l"'�E.°l"`rJ""®x �Ey BE USED IS�FI U"LSIRFD TO ENHANCE SHUTTER PERF. CE LO IHIN ROCS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT SrAC10NG POSITION(NON HURRICANE PDS TION). - 111F 4.MANQ470R!rDN0R1aN i2e ONE HV LOCK� � BE USED AT CORNER CENTERMITES FOR ANY SPAN AND INSTALLADOS AT ANY ELEVATION-tiV tOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q�CORNER CENIQLMATE W(2)1 4 6-20 x 1/2'LONG FLAT HEAD S.S.U.S.TWO LOCKING ROOS A 93 imc_-trrc_ AT TDP&BOTTOM SFi4lL 8E USEp,I RON Y!F!TICK SCH DE AS INDICATED ON TYPICAL SHUM gEVAT10N. `� MAXIMUM SHUTTER SPAR SPALL.SIE DETERMINED AS FER SS:FiEOUL S SHOWN ON SHEET 12 Rg BV qqq INST TIO S AT ANY ELEYAI MAL ATE LOCK uEU OF NY t.aC FOR ANY SAN,AtID .f 1 4'6-20x3 4'SS.THUMBSCREW TO ®MAY BE USED AS AN SIDE Oft OUTSIDE LOCK.ATTA{TILMENr J / / Ok CENTIItMATEs r BE MADE W/1/4'6-20.3/4'ALUM. RNNUr AS SHOWN ON SgOUN TtVE.SHEET B.ONE LOCK SHA Pe USED AT 1/2 OF SHUTTER SPAN OR TWO 7 =+A6 C LOCKS AT 1/3 OF SHUTTER SPAN. ` B.MANILTDITf CONOmON L FOR KFYSLRNE L:.nm __ - ONE HV LOCK 6 Or @ or 0 SPALL-BE USED AT 1/2 OF SHURER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1 2.F SHUTTER SPAN FOR SPANS Up To 96',AND FOR DESTALtATIONS AT ANY ELEVATION.NV LOCK+� r MAY HE USED AS AN INSIDE OR SEE ENDOUTSIDE LOCK ATTACHED TO 40°r AN SYMMETRICAL.CENIERM1 W (2)r/4'-10 x 1/2'LONG FIAT READ SS. MS.lACA1ION OF LOO{SHALL BE AS INDICATED ON TYPICAL$NUTTIER ELEVATION.USE OF LOCKING RODS 0 W/ DETAILS ON 0 i [ Y 1 A K L Y r 0 V • k ORI TOP AND BOTTOM IS COMPLETELY MANOATURY. SHEETS TO h 19 TYP.FULL {t Y1IIC+T. *NOTES ON HV "T" LOCKS AND CENrERMATES, OF CORNER 81 VA. NLY 9b AND1 CENTERMATE GIVE ALTERNATE FIV'r LOCK MAY BE AILED IN LIEU OF M LOCKS OR FOR ANY SPAN AND Quf a BU•O7 ox©a+t0•®°" I Ao T%AT ANY ELEVATICN.AL TE LOCK ,.TAAY IN USED AS AN OLSIOE OR 0 DE LOCK.SPAN AND OF IDC.(9 INCLUOFS USING RETN.FORCING �7 AS SHOWN ON SECTION MG,SHEEP 9,WFUCH'NUSi BE MENT °K CONNECTED'R7 CF7VTERMATES AND W/1/4'6-20 s 1 1/2'LONG S-S-INRE .BOLT W/7/B'6 x 3/32' ©`L!7•©a/`I.O y�� WWGNUr OR W/1/4'6-20x1'SS.M.S.INTO A 1/4'6x S/0'RNNUr.IDC.MAY S ULSUU.ED A7 WDSPAN OR 12' NA%RIUM ABOVE pN0 BETDW NIDSPAN.USE OF TWO LACKING RODS W TOP AND BOIOM LS MANDATORY. 1• QJ)EB ONE ALTERNATE NO LACKQ MAYBE USED IN UEU of TYPICAL In HV BLADE SHUTTER ELEVATION 11Y LOCKS l� OR FOR ANf SPAN AND IN(ADATOS AT ANY QEVAT ON-ALTERNATE!fl LOCK MAY BE USED N.T.S. AS AN INSIDE OR OMME IDG(.ATrACHIM OF LIU tOaL iCdL TO LC is Wl s is .s/6'F.H.SS.NS-.AND INCLUDES REINFDRCENENr INSERT A5 SFIOWN ON SECTIO.XL.T AND YjOC-XVC,SHEET f0.LOCK MAY BE INSTALLED AT IDOSPAN OR 12•MAXIA9 BELOW OR ABOVE WDSPAN,ELSE OF-LOCKING RODS @ IS CCOPLELELY OPTIONAL FLORIDA BIJUII CODE( an igh elocityUrricpne one .`�1�'�YG�,�:•��C/r 4y 6 tots.LSIEILN METAL sUPPLr.wC. BERTHA My Accordion Shutter System I L,.E C 4 tea. rLv BADE jiff w1 OR W10 KV.KtlnDveyet,>EE TIWT TEBTING&ENGINEEWNG COMPANY American ShuNer Systems °�imw wrz Da,vD,ar; „� 'a= STATE DE ,'rr asu Ke..re .0+>xe-IM ttaSmA s31 Assaalaflonx Inc. , OD 11-ts2 4 is is oue 4/13/ts Phcn,:(503)871-1mo.Fm{: ,las TI-ts3t 4268 Westroads Drive ° DRAWING N° ' F'•. P'' Ei ( 7B �°���m West Palm Beach,FL 33407 k �5-088 ,F NAL "� ESI-oaa°7t9 nr7 ARNAL tI. WALTER A E TAU$5r.P - P.E ScnyaltlNII1URE/DATE FLORIDADL"'p 4"°7 ° SHEET' NCRETE ANCHORS POURED CONCRETE POURED POURED '(SEE,SCHEDULE ON ORCONCRETE BLOCK CONCRETE CONCRETE SHEEP IS) REQUIRED 1/4•P-20xJ/{'S.S. REQUIRED RE..UIREO CONCRETE ANCHORS MACHINE SCREWS YMN— (SEE I7 16TaNE(SEE uOUMIx1®ON SNELT» (SEE SCHEDULE ON W/I/4•-zo SHEET 13) SHEEP 1J7 NIRS 0 12'D.C. _ 1• 1• --- oR 14 E9 MN. 1 6•ANEpxJS�R/4L�$S. Yln. USING 1/4•-20 NUTS I9 Q /2 2• O 12.O.F 1/ - - E.D.• .zso•M- -— 13 m L zw• 0 i .250•Max. 0.4 Max. OPTIONAL I'I -0PRONAL i 1IX�e2V W a•�(gE i 11 aA�oEm --COR®� ' MIN.SEPARATION To GLASS 1 F]OSTINC O1�ma® I MIN.SEPARATION TO CLASS I 1 ��$— (SEE SCHEDULE ON SHEET 11) G• (SEE SCHEDULE ON SHEET 117 QA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION ATION + KEYSTONE E LISTING ; MIN.SEPARATION TO GLASS 4T ,a RSYA —IOOR®� (SEE sCHEDUIE Ox SHEET 11) to aA$ ! MIN.SEPARATION TO GLASS I DO LASC Ij-Bp(D �Ih (SEE SCHEDULE ON SHEET 11) S a smmrm W RAmme® {N pU � �oPDONAL I i 1/4•Max. Mm. OPTIONAL. E o.+ I� 13 m@ _-- R.M. 3 oR@ 1/4.0-20x3/C S.S.-' E PHROPS 1RU55 NFAO 1/4•a-20.17/4•SS PMIWPS MACHIN=SCREWS USINGCONCRETE ANCHORS TRR/U 1�/1•IO NUR O CCREWSS1• 1/4•-20 NUTS a 12.D.C. (SEE SCHEDULE ON(SEE SCHEDULE ON SHEET 1J) Min. O.CONCRETE BLOCK SHEET 13) POURED CONCRETE OR CONCRETE BLOCK WALL annum CRETE ANCH Rs OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON REQUIRED OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLO WALL REQUIRED O HV WALL SILL.INSTALLATION NmF 1-SEE SHEET RINFOR TYPICAL OSHUTTET INSTALLATION DETAILS W/ E 0.=EDGE DISTANCE ASSEMBLY ♦SEE E NNS OF USE FOR ��•4\\ 2-MOUNTING SECTIONS CAN SE COMIRKEO (SFE SPEC6IGTIONS ON SHEET,J) (RADE 8 m]SHEET 19 l I J H V BLADE IN ANY WAY TO SUR ANT INSTALLATION. eT1T11TT, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. y>P ••..•••••'�/r'',' BERTHA HVTM :'`�GENS�;•:;may'-; - A.S.S.A■ Accordion Shutter System 1 L ECO 1 a c. N.V.UADE#1 W/OR W/0 KV.WMOW MADE American Shutter Systems •o'. TIWT TESTING 4 ENGINEERING COMPANY 'DE e}S]N.w,]61M1 54 Stw 761,NxcvAA Wi0fN5.ftOR¢A 5116 AssOGIatIOn. Inc. , OED 11-19x 4 13/19 DME 4/IJ/IS Pnmb:(JO5)BTi-ts3a.Fu.:(3o5)BFt-i5]1 4268 Westroade Drive DRAWING Na ••.....••NV\ .`� .-mo �awg.wm West Palm Beach, FL 33407 5 AAAgo�ONALtE tLtApwuiER A nwr ar.P.E. 4 SHEET 08cJ P.E.SFS1���)ATURE/DATE FwRaA u`g 4418' 6 OF 20 POUREDCONCRETE ANCHORS CONNMIE_ "'-(SEE SCHEDULE ON SHEET t3) ma SD1.' I OR ET=NC REQttttffO EDME OFiw 0—o" - 'CUS&—( si9AANut it7 i APFUCABBLE EATSTINC 9/tL3m!Qg io a m �ANCHOR '1 DUSTING 1DCADON 11 aR 1 OR1$ #IW/4'HEX WASH HEADJ/4 Nw. TEK SCREWS o 12.O.C. E OF CONCRETE ANCH— a IF 6 ♦ 7 (SEE SCHEDULE ON SKMT 13) APPUGAB E 02STNG ' EDGE OF GLASS--� EDGE OF ,(i /it STAB IF Mtt SILMI�� / 1 4 7 EOGE OF APPLICABLE APPUCCASLE POURED POURED FLAT HEAD CONCRETE ANtlTOAs -I It Mia o m POURED eONCRt7E O CONCRETE (SEE SCHEDULE ON SHEET 14) ! 9If�mA --(DOR®•RENU� A 0. REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCREDULE ON SHEET 14) I1 TRENC, INSTALLATION QALID ONLY MR UP TO+70.-75 PSF"0. ® Ij}/ FLOOR INSTALL&TION t Q HV WALK-OVER INSTALLATIOs� i)�`PRES11 RATING&FOR SPANS PER ®HY CEILING INSTALLATION SCHmuLE 9�SHEET 11 CONCRETE ANCHORS SCN51)NTUEE ON-7 1 L'i' O !! " FXa't0�G---�eax srm t0 __Ot t:acomic a' tq TAaTirtDa3✓TmHNUSI•.aDuGF(NTdLReqt�li/tD4notber1I0r40.4oit➢xaSl• I QEUSn CLASS SsCASSN/A4 1 I 6cw NSW t/a' 1 C-0•AT TO ar s MIK lN1X S ! - N ON ( i CS ,ii �1/q. ( 8 3 w t© uax. ` +avJo"Tl4.HFJL rm+tWw a T ' lax TON SCCRE\Y�5 4 (31Nf.SrA1RR 1 t ry{x3t+• Ttflf TiEM ' T a• o tY O.c 8 , TEN SCREWS O V O.C. iI e• OR f/4Y-2O SS.N.S. + CONCflETE ANCHORS s. __—_ 6 J� JIW/{•SD.S I It{• 1/4;hmJ/4•SS YS Wt NUT O 9.O.C. ` (SEE SCNFMAE LN G t 4 S•C,c ___ •..� o TY ta/40.M-10 rM4 �I SHEET 14) t •'+ C,•�:• 17 oN 18 '�•;' ( f/2' 1• I7 )8 -..:zoo'imi amTrJc hes snaA75RN. EDGE OF NJTL Tial(6FtlunYE 1 1 7 B' 1 7 5� SLAG IF /14x3/{"F.H.R.0.5- / APPIICAB CONCRETE ANCHORS NOTE 13(b O 8.0.C. ., GO✓�TC O POURED CONCRETE (SEE SCHEOiJLE ON ON SHEEP 1 ) HOLE i3(bj • OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHFEf 1 OA7IONAL- REQUIRED OR CONCRETE BLOCK CON c�RETE- O K HY WALL FLOOR INSTALLATION ' r Q KEYSTONE}tOtJNSiNG INSTALLATION RmUMED QL H;V WALL WALK-OVER INSTALLATION M m SAN s � ft- t+x Q HV RAiNGUARD INSTALLATION t NMI NOTE FOR O M£THATeN OF SEE000Ne- ♦ ... EDGE OLSEANCE t REMOVABLE WHM PETDOR. E D.m TH6 wsTAJ.ATON SNAt BE SEE HyIrATONS OF USE FOR AS�Bi Yt1EEf 4 FOR TYFtGL SHUTTER `SEE'iPEnFlCAT1oN5 ON SHEET I]) OR ENTRAN BLADE ON SHEET 1� INSTALLATION DETAILS W/ Q HV BLADE ADJACENT TO AN OPERABLE E%Ii • 2-YOUNONC SEC110NS CAN RE COMBINED ••�••--_�_-- �.—, w aHr WAY To SUB ANY LNSIAIABOK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �R A.(l j(%A'a,�• 0 2015 EASTERN METAL SUPPLY.INC. ...........r, BERTHA HVTm , P 11LlIT lETiE ENGINEERING oNG"0 ASS A iE r' -� Accordion Shutter System • ■ • • Stu eADE Z1 w/at W/O xu WINDOW SLADE * `!�l•�'/�t`'* American Shutter Systems - �nmt OTT aRNm 9w a'• `STATE OF •� MPANY AtT-TS2 BSOcIGtLen, Inc. �t OLp 4113115 OAE 4 1S t5 .q� 6TJJ Nx.3&It ST.aU.�,KRC4E.a WND#ftaF¢Tl uI 4•-G Pr-.:I.)e7�t��Fm�)571-tmt 4268 Westreads Drive 2 DRAWING No ^- ED- oil West Palrit Beach, FL 33407 3 �i'I, ONAI-k% WALTER A TLLD b.PE. - + 15-485 P.E. Sf�%DICI�A�URE/DANE ruormu u`P a4T57 a SHEET OF 0 e SEE END WALL C IS ON SHEETS 10 do 10 CIE 10111 ON 100(110 ROO W L.C. SaCTNG GLASS W1 a) BY Astr ALTVWXE,W I=0 ON SIM& Fo-u-T] INItf� I — **SLAC MACI(DETAIL kff a VALIO'efl ALL BLADE W/ HV CENTERMATES CENTSRUATES�CKTK*l ANIN MADEG 0 SEE END WALL CONNECTION VasnRc,CLASS QUAILS ON --------------------C------------------- @ 6 1/2' 7' 3 1/4 (083710 AUZ*ALM OPP COTAPCON —1/2- POSING SYMMETRYCA AUMLE,/111,19" glERIATE.S,. A.-I "CIUM CE Met.SEPAMMN H E M TES 'to CLASS (te, floa/41 SU.S.0 12' W1 V LOCK (4)11NI/�-ME. TOW j 0.. FULL LENCHT. (SEE SCIIEDULE AT EACH ANGLr") 1 ON'3iEEr 1 —IN- .1 J12- NONT Q�l-—-—-—-—-—-- -—-—-—-- -—-- -—-—-—-- L ------ FOUT l o4 (D HV9 HVC POURED cRIOE CONCfEM OR HVA rEkWnNG CLASS CON III=WALL to- ?L---------—— 0.@ SYMMETRICAL F IN M"', ENTERMAIE§ F To CLASS @-@ �i (SM ScNEGULE Wl—,(�V LOCK ON SHEET I1) — ETa E IN EscnaN: S � ON SHEET It) (INTERIOR) ---—-—/I- —-—-—-—- FO 70T CINC;RETE MORS 0 K Z VARIES (0 0- n3 3 I Fo LIT s 1/2'MAY.MACK W FO-U-T] @j HVE EVF** !LVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zona� 41 It, 0 2015 FASTM UEIAL SUIMY.INC. ....... BERTHA HVTA, Accordion Shutter System /TILTE C 0,,7- � A.S.S.A. KV.HAVE#1 W/OR W/O U.VANDOW Bt.ADE Amerfoun Shutter Systems E:mi CM-0 — DRAWN M TIMT TESTING&ENGINEERING COMPANY Atu;cclallon, Inc. I OLD 11-192 4/13 15 uAtU 4/13 13 4268 Wastroads Drive 2 M.—(n��l 15�50.F. (M3WI-1.1 !DRAWING ANo ('70 West Polm Beach, IL 33407 -085 , 15 SHEET It Rl /,&e4E;DATE ALTERNATE I5 A N V " " LOCK HY MALE FEMALE "T" LOCKS CENTERMATES 1. 8 & CKERS !YJ n HV BLADE SEE END CONN anON DETAI s ON SHEEts m&1A INSTALLATION In HV BLADE OUT F—IN �' °""° ' I,� aa°msvai rcva xuP,au�rwrm ax sxFrr e, WJ HD CENTERMATES 0) 'Q�w©'O b Q•®w "$,ms u rmx�n.rtamxc eummat�xi xm-�,w. 7 w e Ia1fAlEa 0f1 nlm SxfEf,aU'I 6E Wel 92x 11e N. .�w®.mow(�•�w �Tn°x°iT''d t� ix 9 SEEEND WALL CONNECTION I © /O 0w0 13ETMU ON SHEETS 10 At to aa>aMr- � O•d�ad�•® � 35 x x 35 uiae�a�rr rxwn , ib/mnmw) I L._--_-_____-___ twaltrw.) A.�V6� ____,�_____30*HV"T" IN xx INLOCK(INSIDE) 1 rma fTM�) a----------- — 5 1 2 1 a yr O OUT 'I`sEE xa>E a r xv ivac(3�, 2 1/4" 0-20. 1 1/2" S.S.M.% 35* s .I.iaaC am e. * W/7/8"0 x 3/32"WINGNUT. {wm-)HDB=HVg OUT Hpc-HVc 90 HV "T"LOCK(OUTSIDE) ® SYMMETRI 11 CENTERMATES SYMMETRICAL HD CENTERMATES y4f Qp LOCK ¢ Xa®T&ERI.•©�IORa) N-- Q�a w•�®S w.� w W! LOCK(( TERIORI ®.�,<�w©•o•�p 3 *�a¢wrzs�Immo wmp a xa0lo��ca sm a 11J'1\ ,xmmu.normo arrp oaM,imo..,iw s w+m rnx u mmaawrm.Pe:rana om a.at4 HDQ—HVD�� FLOATING STACK FLORDA OUTDOING CODE(Non High Velocity Hurricane Zone a.`�,Fl A. 1[ 0 2025 SIMM KETAL SUFFIX,INC. Esc:)CEN& IP ;—*- . B RTH VNEL E—C Accordion Shutters System mA. .S.A. KV.BLADE;t WOR W/O NK WINDOW ADE Anlerlean Shutter Systema WE - — �jE�F/. TILLT TESTING&ENGINEERING COMPANY Association. Inc. , otn 22-292 4fI31I5 ave 4/13/15 Piwna:(305al-Isle.Pm:(SOS)87I-13]I 4288 Westmads Drive x mon:mlaooa.iwwa West Palm wuca Beach, FL 3 33407 DRAWING No ONA1. A TiStfen. P.E . 15-085 £ .� �"INAATURE/DATE ROMA u`'i"1°' a SHEET ° 9 OF 2 POURED CONCRETE POURED CONCRETE UREO CONCRETE CONCRETE CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLUCK WAIL BLOCK YtAU.REWIRED BLOCK WALL REQUIRED BLACK'HALL REQUIRED REQUIRED �OFIbTNC G EXISTING GU9S CONC AlCHO E)GSTRIG GIASS —T- 2'MIN EkISONG GLASS a 16'O.C. 1 �JJ — 1110 0 m MULL SEf RONkM � {" ED ED lq aASS(SIE 1 9SCRODUE£0" 7D n'�igE ro alSsi W SUErI-0E ON 9FEf 1/16'x3"NAIL TX!SHEET 19 MR SaIMU1 �1 FUR � SON Is FtR LTAOEmAtD {6D6D-T6}poNr. am EeAcsfl& / \ &ADEsfl# 1/ (pe qy EITHER AT 1 �H/OES flk® PLATE.(LOCATE(LOCATTEE t/z ElfF1F12 510E ON AT EITHER SIDE MIN \ I OFD) 1/2'AIN. OF(D) I a.USE t'OR 2'MAX. SA.S. J '— _—_ WAW as APPUCABLE)x2'xF/a'xe-2 a 16'O.C. _ AN ¢ \ (tlA9NVN ALLOY)AT�IONEIGHT I BO6.T-TB 4 \ (z)1%aro i�rEs�AiCHOO S TO SEE PETAL X WALL AT 1'O.C.(LOCATE A7 q'T�r rJ WE CONNECDCN OR� ETHER SIDE OF 1 OR( OR((�' SEE DETAIL X FOR 1 OR(�' Tn TRaeKs ee�-A Gy ('� s DETSIDE AIL 4 x.�m�(�O°,Q•�e SIDE CONNECTION V•`©•Q7�(;� .�o. 6•7 a 8 a s T a�.�. ro Txaptcs a a s 7 a o.Qa �a�dE�•d ©'�" ro TRACKS �•®'©.Q. Q•®a �m ®•p•©sp.p.®o B•p•®s{}a.Tp•Q� 0-0- @)-0-@- (1•)•0-0.0 @- ®•a��®•�0•®N a�•®�®•a�0•®� 0•�N®•a��m•®day® 0.�(w®•���•c��e�•� ENO CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIl01 END CONNECTION DETAILZO *REaURED ONLY FOR SPANB GRFAtFR THA4 SY-G' POURED CONCRETE OR pOymNG /—EXISTING GLASS CONCRETE BLOCK WALL GL145 4 4 L REQUIRED _T —•._—• ——————— }.at ST9'ANRON 4OL'FRAPARw Pt 1/2'S.M. "-------- —---- TO QASS(SFE a 16' .C. Y ------ ---- tSCHIVULE R a mTvm cary t/z"MIN. ro ans(sem ---------- ------- 6 pR H�bR�oR ON SFffi 19 FOR ANCHOR O 150FIR 1 FOR BADE(D 4 --_ ___ ___ CONCRETE HACESflAEAS 12'O.C. 5 Rl/DESflA:® __— _ f1VA`OR� ANCHOR 0 1 2 MIN. ___ 4 O.C. 8 oR 8QaR T�oR 2•MIN, 2'AIN. ♦SEE TWO. OF USE FDR ������ NR DE OSHEEPt9 OR@GRgOR@OR@ IEW1 0R®' PLANDETAIL X POURED CONCRETE OR ®®��ANK�,.OK9�-e0,T�•®°' E� E D NSTALLATION CONCRETE BLOCK WALC.�.WYY�4JYYty4S0-0-0-0OR &REQUIREDO.O'©�O.O•d�� �'m'a'a'�" (�HV BLADE OR /� NV WINDOW BLADE INTO BLOCK -WALL. END CONNECTION DETAILEND CONNECTION DETAIL 6 QPM '®'� FLORIDA BUILDING CODE Nan High Velocity Hurricane Zona tt hA ®2015 EASTERN METAL.SUPPLY,INC. Q�• ri' BERTHA H TM GENg �''' Ti,! „E c O A.S.S.A. LivAccordion Shutter System arm g1 W/OR W/O 1iv WHOM atsE American Shutter Systems �, pa mm . IND u0AN e u TIWT TESTING&ENGINEERING COMPANY Association. Inc. , oLo iT-tsz IT 3J1S NID a tatts STATE OF :'a: axis x:.xut.s„ss..sm,wmaa.cSmDm,Du9aA u+c Pham:(3 1...Fax:(305)871-IMI 4268 Westroads Drive 2 DRAWING Na ,c ORI c t�a`��.�` '=;.—a— West Palm Beach, FL 33407 a %''AF�esjf1•_•••yt�t�` WATER A TIWTt1,P£ • 15—D85 !A+ NAL 1t ORA A lk.t H187 a SHEET P.E.Nk-;;i&A1fURE/DATE a 10 OF 20 SCHEDULE 41 SCHEDULE N3 MAXIMUM SHUTTER SPAN "L+"OR•L-' MAXIMUM SHUTTER SPAN*'L+ VAXIMUM SHUTTER SPAN*"L+" �N�i1nR 'ETES: (K.).FOUR INSTALLATIONS 0®/ IS I. LL 'L-'(ft)FOR R"L-•(ft.)INSTALLATIONS & or()71 Or(S� INSTALLATIONS*L-*W/ 1V CONCRETE& WOOD (1)l+:YA%WUN ALLOWABLE SPAN FOR A GIVEN W/ONE H.V.LOCK ®or®or or a g W/ONE HV LOCKS MANSORY PL-OS TIVE EIAXL AL•LWABLE SPRESSURE LEEN•NEGATIVE HD LOCK®W/NO LOCKING RODS or ONE HV LOCK r®ar® OR W/NO LOCKING WALL A.B,C.D•E, M.N.O,P.0, ASO.DESIGN PRESSURE RATING. CENTEEMATES®&®W/ONE HV'r& W/NO LOCKING RODS® ODS MOUNTING F.K&L R.S,&V. LOCK®W/TWO LOCKING RODS®TOP& (SEE NOTES t.tt) (W O FOR MOUNNNC Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES 1t SHEET 7) FLOOR/CEILING C.H,I,11.J T.U.W&X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE&N000 INSTALLATIONS O CONCRETE&=CD MOUNTING x�wwINSTALLATIOKu6rNx CONCRETE &M GIVEN A DETERMINEPCiSTITIVEMAXIM ASO.DESIGN PRESSURE RATING. KNI.MOIAIIPF INSTAIIATONS GIVANEGATIVE A.S.D.SPAN SIG FROM SCHEDULE flR59A�¢ Well YWMOiC —M.0 C.r npon/cmoR uouNmlO GIVEN A NEGATIVE 'L-' PRESSUREMCRATING. ( J YOUNfaNG (prij R00R/WUNC MOUN9N0 �'p� rz ALL YOVMIN6 DEII]TMINE YNaYUM SPAN Z-•FROM SCHEDULE N aR-7 (� -) N u t WVOMUM SHUTTER SPAN'L+'OR'L-•FOR L4 W L-W Lt W L-(q l�W t-W Lr W l-W FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0' IW-0' 16-0' 18'-0' 30 16'-a' 18'-0' 30 I6'-0• 16'-0' INSTAL1Aa0N5 TIRO WOOD SHALL BE TINGED TO DETERMINED SPAN BETWEEN'L+'AND'L-'- 105 paf.AS.O.DESIGN PRESSURE RATING. 51E1LM(161 - 35 14'-10' 14'-10' 15'-r le,a" 35 IC-10• 14'-10' 35 15'-r 16'-1' 40 1J'-10' 1J'-10• 14'-2' 15'-2' 40 1Y-10• 13'-10• 40 14'-2' 15•-2' CO PROCEDURE TO TW EN WAINE MAXIMUM SPAN FOR 45 IS-1' 13'-1' 1J'-F" 14'-3' 45 1J'-1• 1J'-1 45 13'-4• 14'-J" t HV GORIER CFNTFRMATE 03 MAY BE USE AT ALL COMBINATIONS IN BETWEDN WALL MOUNTINGS 50 1Y-5' 12'-5' 12'-8' 13'-]' 50 12'-5' 12'-5' S0 12'-3' 1J'-1' BE INSTALLATIONS.LOCKING SPECIFICATIONS W/FlAOR/CFILINC MOUNTINGS: 55 11'-10' 11'-10' 12'-I' 12'-11' 55 11'-10' 11'-10' 55 11'-1' 11'-11• 511ALL BE AS INDICATED ON MANDATORY CONDITION P2 FOR A GIVEN POSITIVE AS.O.DESIGN PRESSURE NOTE 95 60 11'-4' 11'-4' 11'-r 17-4' 60 11'-C 11'-4' 60 10'-2' .,SHEET 5. RATING 65 10'-10' IG`-IG' I1'-1' 11-11 65 10'-10• 10-10 85 9'-5• 10'-I" LUIT- SPAN FO; +=MAX.A% R WALL MOUNTING aNSTPUAT10N5. 70 10'-6' 10'-8' 10'-9" 11'-5' 70 10'-6' 10'-6' 70 8'-9' 9-4' L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 IO-1' 10'-1• 10'-4 11•-1' 75 t0'-1' 10'-1' 75 - 6�-9" tt EXCEPT THAT UA%0NM SIMPER SPAN W OR DXSTALIATIONS. 80 9'-10' 9'-10' ,0'-0' fa'-9' 80 W-10' 9'-10' -L-'AND MAXIMUM AS DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A-S.D.DESIGN PRESSURE 85 95 B'-6• 9'-e' 9•-9' ta'-5' O5 9'-6• 9'-8' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING -J• 9'-3' 9,5' 10'-f' 90 9". 9'-J' SHALL BE LnmED AS FOLLOWS: � DETERMINE 90 9' I-CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. -0 9' 95 B' ' 8'- 8'-2' 9'-10' 9'-0' e•-9• LIMPED TO+64,72 p.a.f.AND 8'-0'SPAN,SEE L2 MAX.SPAN FOR FTDOR/CEILING MOUNTING 100 8'-9• 8•-4' 9'-0' 9•-70 100 W-9' W-4' MOUNTING WON SHEET 7. INSTALLATIONS. 105 8'-7• r-11' 6'-9• 9'-4• 105 8'-7' r-11' 110 B'-4• r-7' 8'-r 8'-2' 110 B'-4' r-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 7'L THE 115 e•-2• r-3" 8'-4' a-u 115 e•-2' r-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+, I2+',z,-- AND 120 B'-0• 6'-11' B'-2' B'-9' 120 8'-0" 6'-11' (4)GO TO ANCHOR SCMUIE WIfN FINAL MAXIMUM 125 r-10' 6'-6' 8'-0• e'-5' 125 7'-10' e'-e• ALLOWABLE SPAN AND NEGATIVE S.D.DESIGN 130 7'-8' C-5" r-l0" e'-1' 130 r-8' 6'-5' WIND ZONE SPACINPRESSG. TAXING 70 DLIEAMINE MAXIMUM ANCHOR MINIMUM SPACING 135 r7 6'-r 7'-9' 71-9' 135 7-1• 6'-2' SEPARATION 140 7'-5 r-n' r-r 7-6' 140 r-a• 5'-n' ASTM E-1996 TO GLASS 145 r-Y 5'-9' r-S r-3' 145 7'-r Y-9' 160 7--2' 1 5'-7' 1 7'-4' 7'-0' 150 7'-2• W-7' 155 r-0 -0 5'-5• r-r 6•-s• 155 7' ' 51-5' 1 THRU 3 1" 160 e'-11' S'-2' r-1' W-7- 160 6'-11' S•-2• 165 6'-10' S'-I' 7'-0' W-4' 165 6'-10' 170 W-9• C-11' 6•-11• B'-r 170 6•-9' 175 W-7' 4'-9" B'-9" W-0', 175 W-7' 1 4'-9' 80 6'-8' V-8' 6'-8' S'-10' 180 8'-6' 4•-LI' O H V BLADE 185 6'-5" 4•-6' 6'-r 5'-e" 185 190 6'-C !'-5' 6•-6" 5-6' 190 195 6--J' 4•-Y W-5 5'-5' 195 200 6'-2' 4'-2' 8'-C W 3' 200 205 B'-i• 4'-1' B'-3' 51-1• 205 e'-1' 4•-1• FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zane - ®2015 EASTERN METAL SUPPLY.No, �lAXa1AANTI011",�i7 BERTIA HVTM Accordion Shutter System C O F M c. A.S.S.A■ RV.BADE#1 W/OR W/O HV.WND W BADE 1'ro(T• - TICCIT TESTING&ENGINEERING COMPANY American Shutter Systems Lv. 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U FEB !S3-T-FR AT E P E No. SPRUCE PINE --SPRUCE PINE SOUTHERN PINE NO.2 W/MIN.G=0.55, SPRUCE'PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2'MIN.COX 2 W/MIN.0-055, FIR NORiH FIR SOUTH DOUGLAS FIR W/MIN.G=0.50 W/MIN.G=0.43 W/MIN.6=0.36 PLYWOOD 91 gyp, W/ W/NIR=43 W MIN.G=OJ6 N�mIUN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CS MOUNT T WALL MOUNTINGS CEILING MOUNT T M,N,0&R FLOOR MOUNRNGS M,N,0&R FLOOR MOUNTINGS M.N.O&R FLOOR MOUNTINGS WALL MOUNTINGS U aNGS B.O.WALL 4u0UNDNCS B-0WA DIPS 8,V OHCS B.O.WALL6N�NIOICS w&x w&x w&x ®TBL1[I®1[[ST6(af) ®mT[Rsa BS 0d7 ®nIBA94f®IE AIi� ®IIQBIYT6ID815B(n6 f®6W[Rk19R Imc 6+) 091®EIOS.R A516(WJ f®ImlRif®RLL'&00 ®C8A1E If®E mOOPII ®Ie0[N®atsB:Wl ®1,➢CEp®eMTi�l >D 40 160175 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 es 30 40 GO 75 90 OS 30 40 60 75 90 05 J0 40 607 90 OS JO 40 60 75 90 OS 30 40 60 75 90 0.5 30 40 160175 90 05 -0'Olt 21010988686fi 681210109886666081210 IO9 8868 866685444 ] 121212121212121212121212 121212121212 12 10 10 9 8 B 6 6 6 6 6 6 12 10 10 9 e e 8 6 8 8 6 6 12 10 to 9 B 8 6 6 8 fi 8 6 B 5 4 4 4 3 12 12 12 12 12 12 12 12 12 /2 12 12 12 12 12 I2 12 12 12 10 10 9 8 6 8 8 8 6 6 5 12 10 10 9 B B 8 6 e B B 5 12 10 IO 9 8 7 fi 6 6 6 fi 5 6 5 4 { 4 3 12 12 I2 12 12 12 12 12 12 i2 12 12 12 12 12 12 12 ES 12 f0 10 9 6 BS 6 6 8 6 55 45 12 10 10 9 e 5 8 6 B .5 5 45 12 10 10 9 B .5 8 8 8 8 5.-4.5 8 5 4 4 35 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8S 7'-0' 12 10 l0 9 65 4 6 6 8 5 45 4 12 10 10 9 5 J 6 6 6 5 4 3 12 10 10] .5 - 6 6 6 S 4 ].S e 5 4 { - - 12 12 12 12 12 I2 12 12 12 12 12 10. 12 12 12 10.5t&5 75 B'-0' 12 10 10 75 4.5 J 8 8 _j.L 4 3.3 12 10 10 8 5 - e fi 3 .5 ] 12 10 10 4 - - 8 6 5 5 .5 ] B 5 4 - - - 12 12 12 12 12 12 12 12 12 I2 11 95 12 12 15 9 ]S 9'-0' 12 10 10 5 35- 0 6 5.5.5 5 3 12 10 9 { - - 8 6 {S 4 J ] 12 10 4 J - 6 6 45 4 J J 0 5 3.5- - - 12 12 12 12 12 10 12 12 12 1. 9.5 85 12 12 10 B 6.5 55 10'-0' 12 10 1.54 - - 6 6 5 4 J - 12 10 6 J - 6 6 4 S 3 - 12 10 3 - - 8 6 4 5 3 - 6 5 - - - 12 12 12 12 1 9S 12 12 12 10. AS 75 12 12 9 7 6 5 12 10 SS- - 8 6 4S- - - 12 10 45 .9 3.5- - - 12 10 - - 0 5 4 - - e 5 - - - - 12 12 I2 12 10 B5 12 12 12 95 5 7 12 12 6 65 45 12'-0' 12 10 {S- - 8 6 4 - - 12 10 JS- - - 8 S 3S- - - 12 10 - - - - 0 S ]5- - - 8 5 - - - - 12 12 12 1. 9S 6 12 I2 11 8.5 7 B 12 1.5 7.9 8 5 4 10 6 4S - - 12 5 - - - - 6 .5 - - e .5 - - - - 12 Iz 12 0 fl3 T. 12 12 10 8 6.3 S3 12 Os 7 S 1.5 4 14'-0' 12 1055 - - - - 12 7 S 4.S - - - 12 7 5{.S - - - - 6 J - - - - 12 12 12 9.5 8 6 12 12 95 S 8 45 12 95 6.5 S 4 J 8 - - - - - - - - - 12 - - - - - 5 - - - - B - - - - - 12 12 11 9 .S 5 12 12 fly 7 8 1 12 9 8 5 4 - 18'-0' 12 - - - - - 6 - -- - - 12 - - - - - 3 - - - - 1. - - - - - 5 - - - 6 - - - - - 12 12 10 BS 63 4 12 f2 a 85 S ] 1. S 5.5 4.5 JS- 1 n HV BLADE OR n HV BLADE W/ 6lA HV WINDOW BLADE WORKING IN UNISON* .9a ,ae or 1¢Fm mASe�ox soEr,E t NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. 1.ANCHORS TD WALL.FLOOR OR SOLID riOOO SDFTTT SINLL BE AS FOUIN 3.SUBSTRATE SHALL CONSIST OF THE lOUOMNG` -SOUTHERN PINE Nw 2 W/00.58 01.05) -1/4'0 WCON ANCHORS,AS MANU"'C"I ES Bf LT.W.B=a WI MITUM 1M EMBEDMENT AS INDICATED AT -0OUGUS FIT W/Q•0.60 0N.U3) EACH SLL'RON ON SIOETS 15 d 17. BRUCE PUlE FIA NORM W/C-0.43(103) EXXCFPTIGH;SEE NOTE 2 LYD1W. -SPRUCE FINE EIA SOUTH W/G 6(NDS) -NUL 1/Y COX PLTWO00 0585 MA) 2 ANCNN6 TO PER ER Hl5 m12 012 11SNML BE A9 PFA MSUNTOV6 TTPE u slOEr,] AND SHML COTiSeT OF WSCREAS AS PsPEDFICAnOHi 1.ANCHOR'S 5 A U OLSTAIlm iDUD6WC Au OF THE IMIAIO@IDOgNS AND 5PEL5,GO1016 OF 111E ANC,eFCS WANUFACNIBA. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM 1 g11111If111EF] p s s p Accordion Shutter System L E C O INc. . . . . RV.MADE g1 W/OR W/O KV.1HP✓D(7N RADE •,Q �'J,. �'. American ShUHer Systems Ev,x BaaavnaN wrz wum Irr. w. ��y"�_ TILLIT TESTING d[ENGINEERING COMPANY AssOCIOtIOn� Inc. 1 OLD i1-192 4 13115 MM 4/13/15 A4161 ' �+NW.a6nr s.am vmaA CA�Ns nS mt Ja,6 (M)871-1=.F.:(ans)Bn-191 4268 West ds Drive z DRAWING No e-man:,6,ec55ad.mm West Palm Be6ch. FL 33407 a ®-65667.9 4 1 5-085 NN3EH A TRUT L.PE B U. p+ FAL-iE11NMw't :4f` ru U Y uTV a SHEET e 15 OF 20 ��Ao..SSHLNAL ..a` INSTALLATION _DETAILS ON EXISTING WOOD BUILDINGS FOR C1� HV & a H BLADES AS APPLICABLE AX. SHUTTER SPAN L+ OR — FOR IN5TALLATIONS INTO WOOD W TH HY B E t L S14ALL nNW BE LIMITED TO 105.0 DESIGN PRESSURE RATTING—SEE SHEE 0 S & i/PO TAPCON OflA.S.D. D G ESSU FINSTALLATIONE S Ki G IN SO TAPCON WMI MVMCED 1/40 TAPCON OA THREADFORM TQCHNOLW>' TAPCGN W TH ADVANCED THREADFORM TECHNOLOGY W/1 1 2'Mtn.PENETRATION W/1 I/V NinA ED AREA TO .PENETRATION OF THREADED MFA TO FASTING OEMSRNG WOOD IIENEA WOOD HEMM.(SEE:SCHEDULE ON SHEET 15) � �� 1 OR (SEE SMPIAE ON SKEET 15) i/4.0-20.3/4'S32 MACHINE 1---11 aME m0 1 1 SCR=/1/4'-20 NUTS I W 9EET la FCR 3 0 w O.C. ® w tt GLASS—I I I : 1 ` —t'oR t FlNist . ,:..,�.�• y ',:l/-0PRONAL is e; Wau, I `.EASRNG MW. t EgSlalC MIN. `` `.s 'M1 NFADER WOODED I OR®� 1 2'x4'WoOP f�"0 TAPCON OR TAPCON WITH ADVANCED I ( HEADER REQUIRED "I%FORM 7ECHNOIDCY WJ 1 1/z• DUSTING i MOL SGNMLID N I I I I I 1 Mmn=A OD HEADERR. AREA Ta GLASS-1 To am(SE MIN.SEPAR4TON TO CLASS t.--SaE M ON 9fEE EXISTWG 1'^"(SEE SCHEDULE ON SHEET 11 (STE SCHEDaE ON STEET 15) it iIIi BILE mMD 2'x4'COM.SILL 1ON SFW 19 FOR NAM&a �ss-1 PU E REO'O OHV WALL HEADER INSTALLATION ©HV WALL SILL I L iLLQj2jI gt V WALL HEADER iN'MI-ATiON t SWARATION TO G1A55 t NTN.SEPARA710N TO GLASS 1 1 �(5EE SCEEOULTI ON$HEFT 11) EASV SIZ,^aCHFDVtE Q'7 SHEET ii) EIOSRNG Ni-I MIN.SEPARATION TO CRASS WOOD PLATE (SEE SCHEDULE ON SHEEP 1I) 1 y t/4'M20w/4•SS. REL0. :.c.. i 4'P-20W 4"ss. 1 USING E 4--20 I I / / LASING 1/4'-20 NUTS E MACHINE SCflEWS W/ I I 1 0 12'O.C. _.... .� W t/4•-20 NUTS 0/2• F FINISH I I O.C. . 1 GR1� oa® t «/ ti.. 2'x4'COM. Ez WOOD PLATE I I/4"0 TAPCON OR TMCON WITH ADVANCED TRREAOFCRM TECHNOLOGY W(i t/z• l7 z'4•COM. Y(rt PENETRATION OF THIMM O AREA TO to 1/4'0 TAPNN DR TAPCON WITH ADVANCED AU.%ATE E106T0UG W000 NEMFA. THREAOFORM TECtlH51LOGY Wf 1/2" T/4Y TAPCON OR �2-,,rUN:11,, PEO'D. (SR SCHEDULE ON SHEET 15) 3 PEHETRAMMt OF TLOOT AREA INTO PLYWOOD \\ TMCON WaH ASNMCL. SKEET 4 FOR TYPICAL WALL i4t9t 1/ YU1.CD>] THREADFORM TECHNOLOGY ASSEMBLY. (SEE,ON'.LE ON SHEET I5) EIOSTINC N.214• PLYWOOD REO V. W/1�2'Nom.PENt7RA7104 OF SECTIONS CAN BE h MOS o 1s'oc. 1vAu THR m AREA INTO r2YwaDn �IwANY toN.m V HV WALL SAL iNSTALLATiON 1/2'"'CDA FtYWOPD REO'D. REO'o.PLYWOOD TO ISE (SEE SCHEDULE QV SHEET is) SLa D MDT.2'x4'SKIDS 0 16'O.C.WX REG'a ATTACHED TO MOS IN p.YNOOD TO RE ATTACHED TO 5TVO5 N ACCORDANCE ACCORDANCE WITH WT1x SECTION aN OF THE F. SECTION 230 TxE HV WAIL SILO I[�,STALLATiON 8A� ' oE' HWT WALL 30 INSTALLATION Eec FLOWDA BUILDING CODE(Non High Velocity Hurricane Zone P� ®2015&KM M METAL SUPPLY.INC. ,�1�tiA A;rift j AA4'A .� BERTHAHVTM , � �_�+E Q S S Q Accordion Shutter System I L ECO,M C. . , . . ){V•Ht,E#1 W/-W/O HV.WINDOW EtAEE: rrai TILLIT TESTING 4 ENGINEERING COMPANY Arn0f1CON Shutter Systems LY,x DsanFRDR wrc .PAWN R: M *; * 7*a v5s nac San s..s.,3m,wxRaA ca�:c s.7t➢RW 5s, A5leoci0ilotl. Inc. , aD 11-1 92 4!W/1s war: 4113 TS Phan.:(3.57871-1530.F..:pas7B71-1v1 4268 Westroads Drive 2 DRAWING Na p:Ut...a.w.awn West Pal. Beach. FL 33407 3 15-085 ,c F ORl4 2`'+ate ' %�� L 1�4.'•:1i, WALTE.RmA1L.PIC s SHEET F Aµ'�4'HiY11 V ++ RDRCU Uc./NlBT P.�h tY ATE s. t6 OF 20 e INSTALLATION DETAILS ON EXISTING_ WOOD BUILDINGS FOR M HV & I& HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BODE Cts ONLY SHALL BE LIMITED TO 105.0 psf. ASD DESIGN PRESSURE BATING SEE SHEET 19 FOR MAX wALL.nMstt SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1 4'0 TAPCON OR EO----EO 2 YIN. i/APWN WITH ADVANCED 4'X6'(MN.)DusnNG EDGE(IF APPLrAS E) _ THREIDFORM TECHNOLOGY W000 6EA4 REQUIRED. W/1 1/2'Ma MMIPATION STRUCTURAL ADEQUACY W 7HNFADEO AREA ro 1/4'0-20X7/4'SS OF DaSIWG WOW RIAM EXISTING ED HFAOEA. PHILLIPS TRU55 HFAO TO EK CERTIFIED BY (SEE SCHEDULEOD ON SM I5) YUR. MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES G OORW W/1/4'-20 NUTS ARCHITECT PRIOR TO I/2' I/2' RAFTER O 24' /J it 19 Q- a 12.O.C. sHu ER INSTALLATION. D.C.REQUIRED ff251 1 4 0 TAPOON OR EIOSTING SOFFIT VAPWN WITH ADVANCED 3/4'M...T/IC THRFAOFOflN TECHNOLOGY OF 11 1/DEO MFA TO IMN �14il/4' 1411/e'WNL ALUM.TUBE SYf6067-TG ALL"W/ OPTIONALEXISTING WOOD HEADERO 8'O.C. (J)5/6YLAGSCREWS ro(SEE SCHEDULE ON SHEET 15) I or 1©Or 1© FACN RAnEAOR TRUSSQ Or© I LOCATE LAG SCREWS AT EXISILYC ION 21P I MOKIDIN OF EXISTING WOOD NEMBEA.(2'WW.NNOYDMLG-4 HEADER REO•D MDL SFPAMTION TO GIASS OPOR NCE AT EACH WIOM)W/7FTI STUD TQACCEPT IIJJ PENEMA ON OF 7FWENED RCIIT➢UlE W SHEET 11I 5/16'0 UG SCREW MFA YAaO FOR W 1 GLVS� AT CY711EP OF TUBE NS WITH MAX ASD.OESGH W. TOL g3W+lOW camw I S6wRm01 9'-0'MAX SPAN.THIS I m OAl9($ GLASS I m OA4 02E INSTALLATION Is ONLY VALID Q HV WALL HEADER INSTALLATION VFUAEa snr —I 1e GEmWn FOR WOW W/NTN.SPECIFIC I M�MFATiP OR GRAvar OF oso As Wucvs Ivor ale® I OAR5 ate® ♦ FlR OR SOUTHERN NNE Nw 2. z s-MawLWErc 6EEDTMR DrsT`"w"R M-UDMnAAO®LY OT HV CEILING INSTALLATION t °R® OR Eavu. N arc TUT To sur AY,INSTAw110x. U. V CE G I T T O 1@L SIWWbR 1 OR®� IYN I I EIG^�STRL E (SEE mULE ON SKEET t I) 1 HeWAIRtRBMERH Oe� \ yIR(SHro: n'SCHEDULE ED ^ ax SHEET JI) SEPARATION MSEPARATION TO CL665 I 1 1 I I j j N.TTANA j 8 I I AHGLOfl i E)GSONGG—,I F�V891 I I 1/4' 6 7 I LOCATION yI lltl w �L^4x1 tEx I I I omc nE�71nRED YaX. 2.6O O SCREWS®12'o.c I (NN.OWm) OEIX flEDUnED(NO FINISH ALLOWED) 19 EDGE OF OELX 2' 1' DE -- EWE.U BUE DECK A IF MpUrXmc IF APPLICABLE APPLICABLE •' � 1/4'0-20il/4' 1 4'0 TAPCON OR 1 P%%TRU55 HFAO 2.-WI. K. 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1/APCON WITH ADVANCED MACHINE SCREWS 2'YIN. 214'WM. DRRFADFCRM TECHNOLOGY W/1/4'-20 HUTS THRFAOFORIATECHNOLOGY W/1 1/2'K SRL PUTS - W/1 1/2'IFR.PEHETM'n N D 12'O.G t/4'0 IZOON OR 11/2 W.P ADVANCED F THREADED 2'MIN PENETRATION OF THREADED ftE0•D. �'; OF THREADED AREA TO TECHNOLOGY W/1 1/2'W.PENETRATION OF THPEAOID AREA ro EXISTING WOW HEADER(SEE E.SIINO WOW HEADER. AREA ro EXISTING WOW HE/M.(SEE sCO)ULE ON SHEET 15) SCHEDULE W SHEET 15) (SEE SC LE W SHEET 15) ♦SEE W ATION6 OF USE FOR QX HV WALK-OVER INSTALLATION QV HV'WALL SILL INSTALLATION R/aE�GN STILT is O HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zona ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTN IL E C 0 i.e. A■S■S.A. Accordion Shutter System `*C H.v.aAnE gt w1 OR w/D Hv var>flOW BALE * *_ American Shutter Systems �,, msaPmx wrz DaARx Of. Yl �: ��� �` T[wT TESTING&ENGINEERING COMPANY,. Association, Inc. a D tt-1sz 4/tJ/1s nae 4/u 1s 4 em x.e.76w s.sN.lm.1-Isla WmF. G ,HGmA y4268 Westroods Drive 2 (705�T . :(305)(S0.6)8]i-1561 DRAWING No �''.,,�LcS;•.,, G``�� .` ,,,�:un,com.olcom West Palm Beach, FL 33407 5 4 WA15-085 'Ai s/NAL T\` A� WALTER&Tuff J,P.E. 4 Ann 111 FLORIDA uc/a416T SHEET P.E. SEALYS'(�Yd 6R'1 /DATE I 77 OF 20 r END INSTALLATIONS Cts HV BLADE ORlflA WINDOW BLADE INTO 2"x4" MIN WOOD STUDS _•..•�,1.wawa _ =R�REWa F r'0ivrtm� 1 `7I L - 1KR.aa v�N.m it➢u1°.¢OSSA 'n alp. a�Ne® �Yep1¢mw.•or��In- 1�E m m •WL m®1 am0)s® male® - '�' In•s,.s. � ' I . �.� a-r I K9 ,4OROflOR®- ®' Q�•®-©•6•®•®-J m s—s -Q• OO.Odd•®- ®•o(el•OO•Ofi�Q�-- m Ives ®•Q�-Q1i•(D•®•®• @•®•®•®-Q➢'® �®® ®_ 0'0-0.0.0.0 °040.0•®-0-@ END CONNECTION DETAIL® END CONNECTION DETAIL© END CONNECTION DETAIL 09 END CONNECTION DETAIL � •rewuan nar Inn� • �I Irr�� �aosnw aAse� rtnennw o Ir on I/�••wj I"�n•ft It'in RNaFNia1 o u•a� m ♦SEE LIMRATIONS OF USE FOR IK•ot. mmue a se q 4 a�( mI nke 0/tn BONE®ON SW 19 e.M. 01 R S • X. a QI OR q 6 an eQan i�m+ _ (y�,-O•O.00-�•®- tiu. a two= wa •o-O'O•s0•®•®• p®��m�'®"^�°R� VIEW Y . ®•®-®•®-Qt•® O•(�--®•®-®•® DETAIL X END CONNECTION DETAIL® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `"Hlalal 1111'A. 0 2015 EASITRN ICTAL SUPPLY.INC. ' `�+ BERTHA HVTM IL E C O INS. A■S■�7■A■ Accordion Shutter System H.V.BLADE QI W/OR W/O KV.WINDOW MADE � TILLIT TESTING A ENGINEERING COMPANY Association.American Shutter Systems x oacaPRa oArz oR RN sn �� TATE DF = 61x n."._ n•n•. .web.. •aelAssociation. Inc. I oLo n-1 s2 VIS/Is oA,E, a/la/Is O'•, F +@ P"°"•'f )en-Isw•Fa::(305)VI-IMI Westroads 04ve x �'�FS.,�ORIDP ����•``` West Palm Beach. FL 33407 J DRAWING NO V/....... —MRA Wf L.PE a 15-085 P.E"'QN(1�'GAIA7�RE/DATE "e"�un N16� a SHEET e 1R OF 20 C+INOInONS Or),{S.roR @FRnu tA�D q EIV RIALDE ACCORDION SNI } ♦/'OAKING IN 0 1 (Op T`D 0 SlNI�N WRfi iN tVtNnDW Mot A 11 YY // �s 1,MAX ASO.DESIGN PASOMM PAMM.110.-110 V.I. 2.MAN.SDTIIER SPAN:Or a Allam YOU Rom A R 0&N ON Stws a.7:AS WUL AS YOUN11210s AL 0.T.U 2&W as"(SHIM 10 1 it �a®a tv Uri ft A�SYYYEiWC.iLTYP.FA ENO FW BVIO SEWS.ONLY X=A YARNUY OF 5FORPETEetADE AT VVzwOs SHOWN ON SHEET /�MAX 5� ' (B)101.GIFARPNGE FM TOP OR®l1aY FOOE OF NV W810pW eME Q A4aWED AT NV OF AN7 3'Y FWIE fOR SWW. HE f2'. WL400W BLADE _ (OWNOOW a�A0ELU BVD"MUNG a0r FROM STARR7is AT ENDS AUC!BE IIY 1�1 xL CA 1 0 0 0 0 0 0 (0)NV WINDOW WEE II UM BE Uses AIJERMUE M A MUD EN MADE(j) 3 'i UmaNOUr sturrER•s went TO A AIMACE ALWATS lE5 SEVLL BE O15TALED Nf SOIID EN •1 ww A B�IAOE f AT FfMETt SmE OF REIL SEE END e � (Ej POLTCARBONA7E ttY WUSOTT 4�SNK1"E F+W`1N3ID SES h$i(UBS FACE CONN'`OlION pg Tr1E OLIEFtlOR OF iNE OPEMNC NC PWOfHCRD.IN NINOOW tW INSE BE aETAdS ON SHEETS g dR ONLY 06TN1E)AND LOOM ILCNO A ITV SETfNG 7p W.PRONDEp En ASS& t0 @ 18 TYP. b INC, F1A1 HOG1R. IEBR 3 1 8 0 &SEE ANCHOR SPACM SCHEDULE MR I SOILA1IaN5 INFO WOOD FRAME p P MaDDIGS ON SUET 13.AS ARMED 8f SPAS AND OEM LOM(SEE NOTES 1 4 2 Awn). p9R7.SEE ANCHOR 9PACW0 Sa¢DUCE TDR OtsWlATIONS INTO PoLMED CONa&TE OR C N DIVE BLOM WALL ON SHEETS 12 k 13 AS LOOED BY la UU4 SPAN AND OMON LOAD(SEE NOTES I h 2 AEKNQ. &WWI"SEPARATION TO MASS SOHMUL{PER ASN E-1990: hP HOP h B01TDY �E�15) �®��1J/ D N 6 WNO ZONE NIN9NY SFPARAION 10 GVS`Y t TNRU 3 ... 1• E w�NaNONIMSIWFOR ELEVATION M�ar pmt� � ---- --- ---- -- ------------ ---------------- 5 TTP, i ~� dRIEBttMATE'i Yt/JUM EKQ oNt.Y) \ 4 AND W/ OR (.SEE NOTE 4 ABOVE) n%o a( NtlTE a AewE) �"" i TYPICAL 117 HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE to S ER* N.T.S. FLORIDA BUILDING CODE Non High Velocity NUrflCarte Pone `A\AAAt1t�tM^tir�y/14 0 2on EASEFRN METAL suPPLT.NC. TKAWTu —'�"" A■S■�7■A. Accordion Shutters stem T:l E c a�Na. y American Shutter Systems ttV.etsY7E#t W(OR W10 KY.WNmN 9DiE �-c TIW7 TESTING EE ENGINEERING COMPANY Y E"• oEs�Twx n mAWx IW: wi. STA .4 mRa .A reumA 3„ Association, Inc. E aLB E T-Es2 a/ra/Es o,TE: 4/13/15 9'r--- —mac Mnee:(3(5)871-IS]O.Fm:(305)871-1531 4268 Wastroads Drive x y`�r�S OpiDP `jy'cw.`� °°Ee�oaoe7isGO" West Pal.Beach. Fl.33407 3 DRAWING No S_Jp� •••NC7 WALTER A TAUT d.PE. . 15-085 P.E 73tTAlA1 CZE/DATE nnRw uc y aelar 5 SHEET e9 OF 20 Y.am' INSTALLATIONS Wj (D HV BLADE & HV CENTERMATES 2.009"Mo.r- low,I I r. oZ' A-'M LRADE 40 -60�Z T o 43b INTO METAL STUD WALLS I? METAL snms Ar is-o.q. 6.00. V 2Tld"a NOMINAL 0 6"C.C. 0 41 QENERAL LIM ONS AND COMMONS OF USE FOR BFRffHV BLADE ACCORDION SHUTTER 6063-T5 ALLOY SYSITIVI INSTALLATION 1[Q METAL STUD WALLS 3/4'.6,/4•. 0 6" . . I SEEARA13ON TO GLASS SCHE 3zow 'i r—UZ wa III IaZ DD RKSH 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75. - 75 (pof) Iftf/e M Is soIDoR APFU 1.MAX:SHUTTER SPAN:84* WIND ZONE MINIMUM ASIM E-1996 SEPARATION I MIN.SEPARAM014 3.ALLOWED MOUNTING: ON THIS SHEET. TO GLASS DUSTINO GLASS— TO Cuss 1 (9 1/4"'O-2029"JE120 (SEE SCHEDULE) 4- W/ W LOCK ARE ALLOWED I THRU 3 MUST PENETRATE @�I" IV A cnp.) ONLY I=MNAGI AMETRICAL LAYOUT. USE 0 (2)n35 (6*LONG, MINIMUM)MUST ALWAYS BE 4 4" 1. -@ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF --- 3 a 1/4'.O..S*I= G FIPASH ,25D' Sam ASr CENTERMATE. M1 AN2E0 F 0 To SAWS Vt Inc SCREWS on 430 a "a P., C\ -a'O'Q 1/4-0-20 THREADS I BLADE SLACK DETAIL HVF 15:�C VAUD FORONSTRUMON 12 CENTERMATE APPLICATION LADE Q PRODUCTS EAR-1.015 HD b DAW THICK a D.C. CME COMPONENTS W�'wt ASM'N. WALL HEADRR/5jLL INSTALLATION 0 FINISH AS APPUQ4SLE SCALE:3/8*-V U�MUDS,T Ism TOP&BOTTOM) 1 3/4*,a 1/44 TUCIS'THICK Ifin. ———— ——— - TRACK CR�NEL. ZD 5I NG CLA55� ST'MM"AM M 0 T6n.C-60 (VILVANUED CIMINO)To SMS y C, "CE cuss CENTERMATES W 1 CENTERMATES W/',*-� A t: j �f C0- 5 SIDtiINTERIOR ACC SS SIDE". I±' N Y 21 21 21 2)4 21 LO AT 1 HV HEACER/9 ENDS VIEW Y SIDE CONNECTION TO TRACK 4 1-2 3 1/v tryp.)— 112,cryp-)4M7 —6 1/2-90.SLACK **— BLADE SLACK DETAIL HVE Ev-Q FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone: ttpHAIIHttl,tpll 0 2015 Zk7M METAL SUPPLY,Me- BERTHA HVTm Accordion Shutter System Mg—comc. A.S.S.AwINDOW BLADE Ti L ILV.BLADE&I W1 OR W10 N.V.RV. American Shutter Systems usaePncq RAZE mown Ra TILUT TESTING&ENGINEERING COMPANY Assoclation. Inc. I OLD it-192 4 f3 IS MtF: 4/t3 75 TTAafH 3A6 -o 4268 Westroods OrWo 2 !MQ...: DRAWING No A West Palm Beach, FL 33407 3 10RID 15-085 ........... '10 ITER I nunP.F 4 'ROA U�I 441V I SHEET P.E. DATE 20 OF 20