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HomeMy WebLinkAboutProduct Approval GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING COD&IF95 ACCORDION SHUTTER SYSTEM SHALL HOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE U45TALM WITH A DHRECTOHAM FACTOR Kda0.65.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXNUM(A.S.D.)DMIGH PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-to SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS ARFA 1: HV BLAITES(D& BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. i GENERAL NOTES SHEET 1 IN ORDER TO VERIFY TMT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NAI USED IN THEIR SYSTEMA COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER•A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS M WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA KV.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHuniR ASSEMBLY 38-44 SHEET 4 All.REPORTS: TYPICAL WINDOW BLADE&wWWw DETAIL -HV BLADE O 10214.01-03.10715.01-03.11004.01-05.01214.01-05,;0317.02-06.00609.01-10 AND/0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(7 AND W WINDOW BLADE dA� )WD E-1996 STANDARDS(MISSILE LEVEL D,WIND-ZONES t.2&3)&11220.01-10 AS PER TAS 201.203&2G3 PROTOCOLS LARGE MISSILE. ENERE AP,PLIMLEI -HV WINDOW BLADE 9 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES i,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2 W BLADE(D AND W WINDOW BLADE 0 ARE ENGW XAED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTAUARON DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x275'AND 01411.75'RESPECTIVELY. 410-HT MINIMUM SERIES CETRERMATE DETAINS THY SHEET B STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 180 ksi TENSUE STRENGTH.PONS SHAT BE COATED WITH BERLIN HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEN[ERMAT£ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE TTY MARKING ON THOR HEAD. ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-TS ALLOY IS 30.0 ksi AND 35.7 W FOR MAXIMUM SPAN TABLES SHEET t 1 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 Art SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DW 50010 WITH 50 ksl MIN.YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SWILL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANQFD STEEL.OR MST 304 OR 316 SERIES STAINLESS SITO.WALL 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE( :IZ.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOW SHEET 16 INSTALLATION DETAILS S-X' WOOD SHEET 17 W EVADE OQ &d WORKING IN UNISON: 12. 13&IS ENO CONNECTION DETARS 7-/2&OS WOOD SHEET 10 8.THIS BERTHA H.Y.ACCORDION,SHUTTER SYSTEM BEADS A U.S.PATENT 18'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT/5'458.179 ISSUED TO EASTERN META.SUPPLY,INC. 9.IT Stall BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUITFR IS TO BE ATTACHED TO INSURE PROPER ANC40RA;E.CONTRACTOR TO SEAL/CARR BfiFA.3: HV WjjjD(jW BLADE 1�'1A ONLY ALL SHUTTER COMPONIIB EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WNID/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL NY AND NO AREA 4- W WINDOW $(ADE�ONLY GENTERM4RES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SINAL BE INSTALLATION PETALS. META-STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LASELRtG TO COMPLY WITH SECnCN 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA KY.ACCORDtOK SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWLING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WARE PERMIT IS MRJED TD. 13.(a)THIS P.E.D.PREPARED BY IRIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT-.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEMATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETALLD ON THIS DOCUMENT.CONSTRUCTION SMrIY AT SITE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA I.)THIS P.E.D WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED 04MNEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER Or RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE tfltE FCR THE FROM USE OF THE P.E.G.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINGS FOR REVIEW. (a)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SFA.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED N. FAAurra.�:�� FLORIDA BULDINY CODE Non High Velocity Hurricane Zone 02017 TI.IECO,we 02017 EASTERN METS SUPPLY.INC. BERTHA AA1� : ;�C�NSF�•..9 I�.�.�Mt� A S S A TM Accordion Shutter System TL ECA► INC. ■ KV.OAA#t wj OR Wjo KV.Wl"W MAX Shutter Systems .R IES DATE DRAM BY. Le Q1AtC U� TILUT TESTING & ENGINEERING COMPANY iY AAttCC VTT • AseGDiotton, Inc. , oL0 15-085 7/2711 w1E: 07/27f17 I ��.,__,�� A 6333 ILO.36Ix 3t.�-.303,VIRM"0ARWIT.FLOWk 331 % , Phone:(305)871-1530.Fax:(305)871-15.11 4268 Westroods Drive 2 DRAWING No r(EIA•' AA M�;tat"00W.- West Palm Beach, Ft_ 33407 3 :_PS' ••••• •' 4N+ I9-0006719 4 17-107 S�OFIAL'fcl�°,t+ WALTER A TILUT Jr.P.EFLORV . 5 P.E.IERt fStBMAYUREjDASEA Lx.1 44167 4 SHEET OF 20 �Yr n wrnor KADE 0B _s 1.49 ro � • •� � 4 J•� �i .a9 _ � 857' 1 . THV SOLID BLADE OHV UNIVERSAL FLOATER • 0 QUALIFIED 90•/18d• START COVERED UNDER US PATENT 8179 QUALIFIED FOR USE W/ HV BLAOEC ® • HV SLADE USE W/ t 6005-TS ALLOY AND TEMPER QUALIFIED FOR U NV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF EI ME ®ON SHEET 196063-T6 GLA e'.D / - A TEMPER ' A 6063-T8 ALLOY AND TEMPER .�—,I '124• es• 12 Q, 556' n .994• N 67- 2 842 g 0 1 .092- "f �s• I 3 O HV ADJ. ADAPTER W/LIP `''�- 12' R - t 72' ------"•----•"'---- o. QUALIFIED FOR USE W/ HV 1 -3.920 1,375 — BUDE T HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK 6063-76 O QUALIFIED FOR USE W/ FIV C1HV TRENCH W/ HV - ELLADE L1) QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY A TEMPER BLADE(DONLY. @ HV RAINGUARD BLADE C� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY A D TEMPER -N"'Ij vAR�ES _ 1. BLADE(1) 1 I VARIES 1.93_� 6063-T6 ALLOY A TEMPER Mo.. 1.917" $ _ $ •YT ,� I o -1 083• 053• .100 C- 3 93' .093' $ .12' _ ^� e a' 060' - —'aao .060•o � I 6 70 3.52 670x, O• 1.686 a70 I 9- i 11) HV CEILING HEADER l� HY HEADER/SILL 13' HD CEILING HEADER/SILL 0 FIED FOR USE W/ HV GIME 1(ONLY, QUALIFIED FOR USE W FIV BLADE(1 Y HD WALL HEADE 6063-T6 ALLO�AND TEMPER`S QUAI.iFIED FOR USE W/ HV BLADE 6) 14 SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER I I I COMPONENT A a T1 I T2 % Y l > X MN.Y IAtl t >! 2' 2' 0.125' 1' 1• .062• 17 2' 5'MAX.i 1/a' , 1/a" 3- ! 3' Io.090' _ I •IB 2' 5'MAX. 0.192' 0.192• 16 SIDE ANGLES i CORNER POSTS 0G ALUMINUM ANGLES 7 2.5 7'MA%. 0.190' 0.190 p ALIFIED FOR USE W/ HV I I ALIFlED FOR USE W/ KV BLADE(1) QUALIFIED FOR USE W/ HV BSE 01 6063-T6 ALLOY AND IEMPER 6063-BTA ALLOY ONLYANDTEMPER 1 2• 5'MAX.i 0.139';0.131• 6063-T6 ALLOY AND TEMPER rrrrfri. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 11111 01, i/t/" 02017 MTECO,INC. @2017 FASTERN METAL SUPPLY,INC. 1� ,...MEN BER ,,., ucE�sF A.�.�.�T. Accordion Shutter System IL E CO m, KV EIDE 1/1 W/OR W/O KV.WNDOW WX y Am®IIOan Shutter Sy9tlmS lev.K. DEScR2110N GATE OMWN Efr. Lc. TILLIT TESTING & ENGINEERING COMPANY A99oolallon Inc. t OLD 15-089 7 27/1 aA1E: 07/27/17 L 6353 KF.360..$L.St.JOS.KRCNN OI'rQ1QlS.F10FM 13316 `� Q••, TATE OF •' ; Plan.:(W5)871-1330.Fa (305)071-1531 4268 Westroads Drive 2 s••..oAIDa.•�a�, 111 6-'"WBL'oaoe7ow.c.. West Palm Beach, FL 33407 3 DRAWING No - S/0•' •• � 1111 WALTER A TOUT J,P.E. 4 17-107 E 3 rLOROA LTa 1 44167 S P.j%;Q '0P, E/DATE 6 SFiE2 O 2 t Florida Building Code Online Page 1 of 3 o a 80S Home i Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff t SCIS Site Map ,i Linke Search - db a .. pProduct Approval USER:Public User UO Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 �� Via. x.•• Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 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 l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 'st. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC. INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 https://v ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 1/8/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 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 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions C� Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by trac s COMBO (Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SY_ ST_PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bads Next Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 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 horo. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 ' �a'.roR lrrmr tI1A6[ pe . , 91 ♦•O��`� � 2 f• g �I Ma•. A 1 857* 4.999• 'fp4L, HV SOLID BLADE3O HV UNIVERSAL FLOATER 0 HV 90'f 180• STARTER COVERED UNDER US PATENT 8179 QUALIFIED FOR USE W/HV BLADE 10, ® QUALIFIED(1) USE W/ * 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U HV 6063-T6 ALLOY AND TEMPER ' -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19BLA 6063-T6 ALLOY AND TEMPER 6' t.5 6083-T6 A TEMPER .124, x A 556' 67 8' $ 2 842 g •'• "" I 1 92• O. ------------------------- 72' Q7 HV ADJ. ADAPTER W/LIP L +-436• 12- A - QUALIFIED FOR USE W/ HV (S tHV WALK—OVER TRACK -J.920.- ©HV ADJ. FLOOR TRACK 6063-TB BLADE 01 QUALIFIED FOR USE W/ HV 9•HV TRENCH TRACK ss- BLADE(1) QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ FN 6063-T6 ALLOY allo TEMPER BIADE(DONLY. 1@ HV RAINGUARD BLADE N VARIES 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UJ W/ H/ 6063-T6 ALLOY A D TEMPER 936 I VARIES 1.936' 6063-T6 BLADE ODYEAI TEMPER 1.917' °Y; o J. 083' 083• � $ r 3. FI -4--'.12' e _100 - nSI I 670 a 3' 67052 _ 1-686' 1t 670 3,9 .6701 7 1 HV HEADER/SILL 11 HV CEILING HEADER 13" HD CEILING HEADER/SILL _ • GDAUIFIED FOR USE W/ HV BLADE TtONLY, QUALIFIED FOR USE W/ HV BLADE 1 YHD WALL HFADIE 6063-T6 ALLOY AND TEMPE QUUM (I FOR USE W/ HV E(I 14 SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. - QUALIFIED FO8 USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER GLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER T f COMPONENT A 9 T1 T2 X y 1 ADL)(JUN.Y WL 1 I - aI 12' 2' 125• I 1• I. 1082 17 2• 5'MAXI 1/8' 1 1/8' 3• J• 10 f90- ,18 2• S'MAX. 0.192' 0.192' 1 SIDE ANGLES r�2a(� CORNER POSTS � + LIFIED FOR USE W/ HV ALUMINUM ANGLES e I 2.5' 7•MAX. 0.190' 0.190• �ry - iOUALIFIED FOR USE W/ KV BLADE Q QUALIFIED FOJ(USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER GLADE 1'ONLY. MAX.i O.t39'10.131- 6063-i6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11111 Llt A. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ;. A TM •'vCENs. BER A■S,S■A, Accordion Shutter System y KV.BLADE#1 W/OR W/o H.V.WNDOW LADE TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems N• 01scrZI)m o tt nRAwx Or. Lc. TA a 635S LLB.3ah 51 s.3os vJ t2AL cArma+s n°acA as1 Association, Inc. 1 OLD 15-085 27/1 DME: 07/27/17 O•, �F � ph-.:(305)671-1530.F6 :(305)671-1331 4268 Westroads Drive 2 •OgI�P' tV 1111 • m ce4lacoe7COT West Palm Beach. FL 33407 s DRAWING No S19 /0••• •E ��Illt WILIER A iRUT Jr.P.E. { �-107 P.E:3F9 J9hE/DATE noRnA uc I.4167 5 SHEET 6 2 OF 2 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA WtLONG CODE.IFAS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VEL HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DEIERMNED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BARIC WAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLEAE CONTENTS DE INSTALLED WITH A DtRECIHONALRY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DIESIM PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. N ORDER TO VERIFY THE ABOVE COMMON.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REOUCEO 70&S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)aE � BY MULTIPLYING THEM BY 0.6 N ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15.19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY TRAIT OOMPONENM AND ANCHORS ON THIS P.E.M.AS TESTED.WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WHO LOADS WAS=USED N THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A NAND DURATION FACTOR CD.1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS DUN VERIFIED N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DECAL -HV BLADE 0 10214.01-03.#0715.01-03,#104.01-05,01214.01-05,/0317.02-06,0US09.01-10 AND#0210.01-1!AS PER TAS-201•TAS-202 AND TAS-20 PROTOCOLS AND ASTM E-1886 AL2: ,HV BLADE(D MID W WINDOW BLADE !AA 'ANO E-1988 STANDARDS(MWILE LEVET.0.WHO-ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. OMERE APPLICABLE -FN WINDOW GLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 1 0725.01-86 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.HV BUIDECA AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE COMM LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BOOM KV.ACCORDION PNS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75'AND#140.75'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kM YIELD STRENGTH AND 180 kIT TENSILE STRENOTH.PINS SHALL BE COATED WITH DEHRA HN DACROSHELD COATING SYSTEM AS MANUFACTURED BY APPROVED EENTERMATE ALTERNATING DETALS HV SHEAT 9 COARNG APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HY MARKING ON THEIR HEAD. 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 W AND 35-7 kai FOR END CONNECTION DECALS !-6,CONCRE7EfBLOCK SHEETALUMINUM 6005-T5 ALLOY. MAXIMUM SPANCHE C SHEET 1! ANCHOR SCHEDULE-LE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 MSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 WITH 50 kat MN.YIELD STRENGTH AND 90 W MIK TENSILE STRENGTH. ANCHOR S*fEDULE- CONCRETE&SLOCK SHEET 13 AND SHALL COMPLY WJ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- GANGRENE&BLOCK SHEET 14 8.BOLTS TO BE ASRA A-307 GALVANIZED STEEL,DR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Hai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q:12.13,14.15 AND 20 INSTALLATION DECALS M-R,WOOD SHEET 16 HV BLADE Q&0a WORKING N UNISON: 12. 13&15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUNTER SYSTEM BEARS A V.S.PATENT 06'779.582.COMPONENTS OF INS APPROVAL ARE COVERED, IN WHOLE OR IN PMT BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETALS 7-t2&X.WOOD SHF£T 16 METAL SUPPLY,INC. AREA 3: HV WINOQW.GLADE 6A1 ONLY 9. R I& SHALL BE THE RESPONSUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAU ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TD PREVENT WAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD WI CLTNTERYATE5 AFU ENGAGE OR I=ALL HV AND HD LOCKS. � ¢ Hy NDOW BADE ON 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHWA BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING 10 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA KV.ACCORDION SHUTTER SYSTEM'S INSTALLATION STALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(d)THIS P,E.O.PREFAPED BY THIS ENGINEER IS GENERIC AND DOES NOT PRO+ADE INFORMATION FOR A SHE SPECIFIC PROJECT:I.B.WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D. (D)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED NE/SHE DOES NOT DL:YMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL RE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d S![E SPEOFIC PRD=M SHALL BE�E FOR THE PROPER USE OF THE P.E.D.ENGINEER OFARED BY A FLORIDA�RECORD.ACTING GISTERED AS OR ARCHITECT WHICH DELEGATED ENGINEERWTo THE P.E.D.LL DONEER SHALL STHE ENGINEER OF teri ro THINS tAT1ER THE SUE FOR THE CF AND WHO WILL SPECIFIC ORAWINGSEFOR REVIEW. (�)ORIGINAL P.E.O.SAN.BEM THE DATE AND ORIGINAL SEA.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. A/AArAuiii..� FLORMA BU11D11V6 CODE lion High Velocity Hurricane Zone, it" �r�.t 02017 MTECO.INC. ®2017 EASTERN METAL SUPPLY. INC. \tY JZEN& A9 .� BERTHA H'TM . a A �" Accordion Shutter System f 1LL IEEC 0 INC. ■ ■ ■ ■ 3. ` :.*. H.0 6taDE#1 W/0R w/o av H1Nb0W Btl1>JE �,/ TILUT TESTING & ENGINEERING COMPANY AmertCClTI Shutter Systema DC*ORw710N DATE DRAWN BY. LC T LCA .7 t Assoclation. Inc. I OLD 15-085 7f27ft DATE: 07/27/17 \\ 8355 IM 36th.St.Stn 3D5,URM"GARDENS,H.ORAU 331 -1 APh.e:(305)871-1530.Foa:(305)871-1531 4266 Westroods Drive 2 DRAWING No .t`�•. a 4t o-"I:tat"0008- West Palm Bench. FL 33407 3 `rS�ONA4 tn\(p�Ltt E8-0 A nTIWRE T19 4 17-107 V 4P AAAA WALTER T Jr, E FLORVA Lk.1 44167 - 5 SHEET P.E.��aAt t�IidAYURE JDATE 6 0 20 r 1 1. - aillgx D MIXEDA�L D EYE CAST745- ( � i d ! 0q�•. $ •o (:TP.) � "WSW�CHAIR L t cREss'URN Ye 052• ( d r KNOa. j 2! X1335• i 1 .318 1; ; 43•A •- !!NETBT(L"HRDER (CHROME ) • oA ' KATiO HY�NTERMATE FLOATING C� 2 O FIED6OR USE W/M B [MPfA k�A ONLY QU�ED�pE WJ HV BLAO£ 1 & ONLY ° e F ®IF(�EDY OR�SE W/ HV ®QUAUFl£0 FOR US J HV 6063-T6 ALLOY AND TEMPER 2 BLADE I k �ONLY. BLADE 10 ONLY. 'NALIFlED FOR USE W/ HV BLADE 17ONLY ►.,�. -2 �-• ,ta' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 7 MOIDEO -i;, SCREW - 10 t �i 1 AFTER RNETING O5• aT " 1/41-20 x 3/4" AFFORE RTrEnNc S.S. THUMBSCR -20 R{VNUT+ *SERIES 9444 AUMNUM(2024-13 ALLOT)LARGE!LANCE THIN SHEET NUTSERrT,PART IT 0820.AS IIAMWACRWD OY AVOEL PLAN FRONT ELEVATION " " - r 4.566• _ CHERRY Tt7STORN,PAR4PPOr[.NEW.RRSLY 07014 OR EQUAL 2 f}Y MALE T LOCK LA EtT HV ALTERNATIVE L ---- lip -LOCKER FOR "T"7 LOCK CENTERMATE QUALIFIED FOR USE W/ D BLADE 't ONLY 2£- MY FEMALE "T" LOCK CENTERMATE ® QUALIFIED "T" OR U � _ALTA — IUSejC 5053-76-ALlQY ANO-TEMPER------ -- QDALIF(ED FOR USE QUALIFIED FO�USE 1V HV QUALIFIED FOR USE W/ HV SLAOE(�1)ONLY _ -QUALIFIED-FOR USE-W/"HV BLADE PONLY W/HV BLADE Cl ONLY. BLADE".1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1. 1 .5' .• � I D THUM8TUF8r • :063 2' CYLINDER OR .214' I - .214' - HEY CYLINDER .545' +� '0 0.875'M-n. HD CE �(Q CENTERMATE w/ 2io�� O a ,.725-M�.- QUALIFIED FOR USE W A QUALIFIED FOR USE W/ HV BLADE(!)& A 0 Awl 6063- AND TEMPER + HO r 6063-T6 ALLOY AND TEMPER I _ VARIES, 12'milt QUALIFIED FO �@(1 - 1p•*-2o as.OR at5v-sa 1.1 6063 ALLOY NO TEMPER A4'AL T1AM85 QR 3 t1/Y THUNSTURN (AE OUAIS OR KEY Da CYLINDER .57 Mtn CYLINDER I--- 7.78 ito:. LOCKING ROD d ITEV1�4 e �r� ��LAnr7 QUALIFIED FOR USE W/ HV BLAO " 373-0 A tlY 1/4" tb-20 AISI 304 BY RECENT IaWOWME MORTISELOCKSStRtES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEM ' HV 31$ 0-16 ACETAL j3 5 INSTALLATION WILL E A 7ji6" HCLE TkIUMQSG�EW$ 4UAUFl£O FOR USE W/ HV t?tADEO& fb- OR PROPER EMBEDMENT QUALIFIED FOR j HV BLADE 01 )QUALIFIED FQR USE W/HV B T FLORIDA BUILDING CODE Yon Nigh Velocity Hurricane Zone 1tL'1102r��1 A.ZZ, �;�.� 02017 Ta __ 02017 EASTERN METAL SUPPLY.INC. ' . A S S A BEMA TM Accordion Shutter System �-0 INC. ■ ■ ■ ■ 7 ; tLv BADE gt w/OR w/o Kv WINDOW BWIE Lc.Amertoan buffer Systema DEscLvnDa DATE DRAWN fin TILUt TESTING & ENGINEERING COMPANY 1 Aaaoclalion. Inc. OLD 15-065 T/27 1 atE: 07 27 t7 -O=. STA : sm N.W.36U SL.Ste.305,VACRR4 CAROM FLORIDA 331 J �� {305}871-1530.To.:(305}871-1331 4268 Westroods Drive x DRAWING Na 11DD t \1 .-ma:URe<o0ad.e<m West Palm Reach, FL 33407 3 ��n'•••..�T1IDP;.:•.�/,L ED-o5067te 17-107 . V ..a1 -`� yil WALTER.t,TRLa it.P.E. 4 _ P.E-SFlIJ�/9(lSI7A R!<yDA-1 FLORIDA L e./44167 s SHEET s 3 OF 20 SHUTTER ASSEMBLY SCHED LE FOR I _ I 3/8 12'NIN. HV HV 41 4 I TO MADE T E :s- iQ HV "DE 1 ® HV BLADE to Ti HV WIN BLADE .0625' .0625 .0625' � ! ® HV LONG RECESSED NYLON BUSHING I se h KIA.E— I 'o OPEN �2S ta75' Y 0.06 HV SHORT RECESSED NYLON BUSHING � 3 i ® HV NYLON HAT WASHER OR (9 I MT PORTION R1.7 to I B f /r tn 3 SW ® HV WHEEL CARRIAGE AISI 302-303 SERIES I C 4 4 44 /r/02.07 X 0.870•x3/16"THICK NYLON WHEEL. I I r 2 7/9•wµ HIF WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315'6 SEPAR TION q 37soo BETWEEN .062Y .0625' HV 1 3/4"ACCORDION PIN W/ 18 HEAD * EXTERIOR J BLADE 5 // 4 J� 0 CPENEIOS I ON CENYERS 7500' ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 4 '147 .10 CLEAR 2 I/4 N.vemN POLYCARBONATE IMPACT RESISTANT HV WINDOW r— i 1 wmEN TYPICAL HV WINDOW BLADE l� AND I POLYCARBONATE HV WINDOW DETAIL OOR ® ® or (SEE NOTE FOR I ® ' ECER.EMENTS (DOR �cPOLYCARBONAIE IMPACT RESISTANT HV WINDOW BAYER MASROLON 3103 POLYCARBONATE # I j 1W PIN REQUIREMENTS AT EXTIERIOR BLADE KNUCKILIE FOR TO 6UDELBa 11 INNOVATIVEED PLSTICRESINS, Z EXAN 1GRA30RESIN SABIC j (SEE NOTE "F'ON SHEET 19). OR ® I ) (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ! j ® ! i POLYCARBONATE SOURCES FOR a HV O 1 BLADE. j EXTERIOR F At VCAL SHUTTER ASSEMBLY fvpm x+ovoa#s HV PIN O2 ORAT AE7O (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BLACE'S KNUCKLE. B07rN: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D #0.324• (SEE NOTE*FOR Srrana aT+vtr AM 0792 Wars MM' .0.3 wr• BLADE WHEN CORRESPONDING TO INSTALLATION "IT". SKEET 7. 048- CJ REQUIREMENTS) t0+5•E r4TD 610W0N ISN oav #.wo p.: p•sooIm o..l. (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK'S.S. WASHER O i nDxn&aTNEIRN Al x05 ASN am s4a p.A tAw11 p.l SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� I ! '� wsN AWO p.A s.s.ao11 p.A p11 SHEET 1`010[11 0011 A511.MM to rt-V� IT rt-4� WHEEL CARRIAGE DETAIL Dsum Ca.atearca Salt[110+Sti't AM am c-I x C-1 x ISS ASSEMBLY LAYOUT FATE or EQW-9 tato Dass a-1 sus a-1 L1lss • N.T. Sar CH!" ASTII 0192V too'f NO'r tITeDOBMi`. ASN a155 rceu Stimam AtT1AASitt&M 9302 A.I. ".a PLL 0) HV BLADE SOLID & CA HV WINDOW BLADE DETAILS "'�" DUCK"UhV."'�° "'"a" "'°'p °°'°pAt N.T.S. 11EEE I++++AA. � TOS N FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 �� ✓ 02017 TILTECO.INC. 052017 EASTERN UETAL SUPPLY, INC. BERTHA HVTu \G�NSF'• �� TiLlECOIN�. A S S A Accordion Shutter System KV.BLADE I}1 American Shutter Systems W/OR W/0 H.V.WINDOW BADE Q TILUT TESTING k ENGINEERING COMPANY Ev.N 11Es"Im m DATE txtAWN 6r. LF �r t Association Inc. 1 OLD is-Das07/27/1 "E: 07/171/17 assS.I. ]a1`. 5)a1..aos.vnaau:(3053 ttt153 sat • PAoa":(3oslmt-Tsso.r.::(3051a7t-ssst 4268 \Yeslroads Drive : S . 0j1tLt .-..A:ta��.ce." West Palm Beach, FL 33407 3 DRAWING No s/oNAi�a, 17-107 ...an WALOR A c.1 at.P.F. SHEET P.E. SEAL/SIGNATURE/DATE rLaoA ue./#4'67 6 !L OF 20 o � a M x s T u 2:3 *NOTES ON HV LOCKS AND CENTERMATES: e C C I na®s•�a(a 1, U&DATORY CONDITION/tt ONE HV LOCK I& ,0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN I lY OR 12'ABOVE OR OIN �2 OF SHUTTER SPM! OR SPANS UP TO 105%MU FOR INSTALWONS4T ANY ELEVATION.ITV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO t OR CENTERUAIES W/(2) 1/4'0-20 x 1/2"LONG FIAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.QflkM . IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTFRAIIITES OR i SHALL BE AS INDICATED ON NOTE(1)ABOVE- LOCA TION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. II • �" LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ' ° 4 5 9aR✓O oR @ USED IF DESIRED TO EN E SHUTTER PERFO MANCE. LOCKING RODS V OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). i 3 4. ONE HV LOCK®�®S BE USED AT CORNER CENTERMATES FOR ANY SPAN MID INSTALLATIONS AT ANY ELEVATION. HV LOCK`�!or HALL BE USED AS M OUTSIDE OR INSIDE LOCK. ID�1 ATTACHED TO CORNER CENTERMATE W//(2) 1//4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&80 OM SHALL BE USED. LOC1tTION t)F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. x�l^'o Mgr MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. ONE ALTERNATE HV LOCK MAY BE USE IN LIEU OF HV LOCK or FOR ANY SPAN AND INST UTIONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN D£OR OUTSIDE LOCK.ATTACHMENT i. � _ OF 1/4"V-ZOx3/4•S.S. THUMBSCREW TO Q:OR®CENTERMATES SNULLL BE MADE W/ 1/4'P-20x3/4•ALUM. RNNUr AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONINTION f3 FOR KOM MF MOLlurlrTa INSTAIII ATTOHS: ONE HV LOCK 0 or a or SHALL BE USED AN j UD AT 1/2 OF SHUTTER SPAN FOR Y SPAN OR 12'ABCVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPINS UP 1 I TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q3;or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS(a W/ CONNECTION I i OR 4)TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r E H 1 J K L N t P e • V w % t ' SHEETS 10& IS TYP. MILL " I *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT_ \ OF CORNER 1 .MM ALTERNATE 10 UAND&UR CONDITION #I VALID ONLY FOR W-r Lgq Q-4W CENTERMATIES gh AND uAAxaD Worx CENTERMATE ®:ONE ALTERNATE HV'T"LOCK MAY BE INSTALLED IN LIEU OF FN LOCHS OR FOR ANY SPAN M10 ©,,�cw®°iTD•1�J3^'I I T"ALUTIO AT ANY ELEVATION.ALT NATE LOCKEfprQ Y BE USED AS AN INSIDE R OUTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCK AS SHOWN ON SECTION MIG,SHEET 9,WHICH MUST BE 10•�50°©• u�}•©a 1NNGN TCONNECTTORTW/ 1%44-20x1 S..MS INTO/Af l/4'Ox 5/8400-20 x'RNNUT.CAGCK MAYBENSTALLED AT MIDSPAN OR 12' -1)•:�•Q:a©•C7)•®w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. C1• @3-(@-(05 Y•Cq *NO7ES QN HD LOCKS 1. ONE ALTERNATE RD LOCK 0 MAYBE USED IN LIEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS 0 OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK(D4 MAY BE USED AS AN INSIDE OR OUTSI LOCK.ATTACHMENT OF HO LOCK TO®IS W/3 f6 x 3/8' F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT qy AS SHOWN ON SECTIONS XDB-HAND HDC-HYC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 05 IS ODMPLETELY OPTIONAL. LdrAAArAAiii''>.I FLORIDA W111ILD1 On High Velocity urricane one 11 �• I 02017 TKTECO,INC. 02017 EASTERN METAL SUPPLY, INC. `11y�P •�,\C ENS' TI•= BERTHA F '•.�'9 TM AS S A Accordion Shutter System ■ . ■ ■ KV. BLADE#1 W/OR WHO BLV.WINDOW BIADE American Shutter SystemeZLV.W DESCAPIaN 0A1c OR-Wil Dr L.C. TILLIT TESTING & ENGINEERING COMPANY gyp'•.,•�. F ,�� 6553 N.w.30u.$L.s..305.react CARDOM 1LOROA 331CI Assaclatlon, Inc. 1 OLD IS-CBS 2yj7 1 GATE: 07/27/17 L Plh :(305)071-1530.r-:(305)371-1531 4268 Westroads Drive 2 11 --L.tal4cDooa West Palm Beach, FL 33407 s DRAWING No sLs'•..........•��a LL LB-0X06710 /ANAL EN,,,11' WALTER A 1LUT Jr.P.E. �— O7 nCROA L;../44167 5 SHEET P.E. SEALJS1CIll/�IURE/DATE 5 5 OF 20