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HomeMy WebLinkAboutProduct Approval Florida Building Code OnlineR E C E I V E D APR 19 2116 Page 1 of 2 .rt 1 a r. F.'; FlQnda Depaft ent4 SCIS Home I Login user Registration Hot Topics Submit Surcharge ( Stats&Fads Publications FBC Staff BCIS Site Map j Links ; Search j Business a@USER:Product Approval Professib2,1 Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail � FL# FL38 - 8 Application Type Ion Code Version 2014 Application Status Approved Comments Archived Lj 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 DhuttersSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr, P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE P/ Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ Ddf 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 httnc•//flnrid,ghttilrlinanror/nr/nr nnn rltl A/1c/I)nl4 Florida Building Code Online Page 2 of 2 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 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-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 o VHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact ResisE�e.:..,N/A :Yes Created by Independent Third Party:Yes Design Pres Evaluation Reports Other:Largel"D". Max,Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P E.R DRWG. 15-085 HV Ddf 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, it 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- (top and bottom)for storm protection 084 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 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street,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 mall 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: [Che�V. M sucurityltimitics' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 4/15/2016 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 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT 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 INSTALLED WITH A OIRECTIOWALTTY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA.1. HV BLADES�p& a BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PEA)..AS TESTED,WERE NOT OVER STRESSED.A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSIEM•S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV GUIDE 0 #0214.01-03,#0715.01-03.01004.01-05,#1214.01-05. #0317.02-06•{)0609.01-10 AND 0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA•2: HV BLADE(1)AND HV WINDOW BLADE 1nA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE,APPLICABLE) -HV WINDOW BLADE 0#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2- HV BLADE Di AND HV WINDOW BLADE & ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION 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#14x2.75"AND{)14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CEMFRMATE DETAILS HV SHEET 8 STAINLESS Sim SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 WEST TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEF7 AS MANUFACTURED BY APPROVED CENTERMAIE ALTERNATING DETAILS FiV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 kM AND 35.7 l.i FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A)S1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 60018 WITH 50 ksT MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEP 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Hsi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:1N BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&& WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 •B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 95.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS m BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3' HV 1MINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL IW AND NO CENTERMATS AND ENGAGE OR LOCK ALL HV AND HD LOCKS, AREA 4. HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERT'OPENING. LABELING 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 AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.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 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 IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS PED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALT_SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TiFiT1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R r1.Z/� "" ©2015 FASTBf m METAL SUPPLY.INC. :01 BERTHA HVTm ® .&A .Accordion Shutter System H,V.BLADE#1 W/OR W/o H.V.WINDOW BLADE American Shutter Systems .N DESCRIPTION DATE DRAWN BY. M.L. •f3; � TILLIT TESTING & ENGINEERING COMPANY Z(�:• F OF 6355 N.W.36Th.5L.6la 30.5•VIRGINIA G4ROFN5,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/1$ DATE 4/13/15 Phona:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ""��`rS!•. \�Fi``��� a-mo®111..O t.- West Palm Beach, FL 33407 3 DRAWING Jc �NBo� ///i ANAL ENS'.�� WALTER A TILLIT Jr.PE. 4 FLORIDA IJa d 44167 5 SHEET P.E. S/EALI�SyU�TATURE/DATE 6. 11 . OF 20 .. ^lp 1'a FOR WNBUW BLADEVARIES 1 491" 'o es 1.918• 1.20D" 0.45 O O 4.371' a55a. 4.385" yet _ 4.857" 4.999° �`rve 1 HV SOLID BLADE 46063- FER. ®HV 90' 8ARTER C 5458179 ®HV 19NIVERSAL FLOATERQUALIMED FOR USE W HV BLADE 1 QUIFIEDUS/ Q T Hv eIADE1A HV WINDOW ®LADES 6005-TS ALLOY AND TEMPER HV EMPE•SEE UMITATIONS OF USE OF BLADE 0 ON SHEET 19 .37Z.6063-T6 ALLOY AND TEMPER 3.226' 1.500• •124° A:9 o085" h� 2.670" (TYP_) gq- 67 1.000'.670 7 226" 842 ,O4.897-�J1Q„ O HV ADJ. ADAPTER W/LIP 12• 1,375• o.o7z o.D72" szo 3.226' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK BLADE Q QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK 55" 3.750- ©HV ADJ. F 011 TRACK 6063-T6 ALLOY AND TEMPER BLADE10 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE( ONLY. I HV RAINGU.QRD BLADE 1D _ _ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE.W/ HV 6063-T6 ALLOY AND TEMPER VARIES w 1.936" 1• lsls- BLADE 1 Max. VARIES 1636" - PER 1.91.7• o 083" 083" ,083- c .083" op 093. -093" .100" n .125" .060" n v .060• .093"c ), .060' �? 670 m 1A tq" ro any. 670 1.686' u. 670 3.520" 5 3.529 �67."1 HV HEA.QER SILL 11 HV CEILING HEADER ® f 13 HD CEILING I-0EADERfSILL Q LIFIED FOR USE P! HV BLADE 1 ONLY, QUALIFIED FOR USE W/HV BLADE 1 ONLY / C� 6063-T6 ALLoY AND TEMPERA QUALIFIED FOR USE W/ HV BLADE 1Q 1$ HD WALL R USE WSW SEE SECTIONS FOR VALIDITY SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER - BLADE )ONLY. 6063-T6 ALLOY AND TEMPER X T } COMPONENT A B T1 T2 X Y t MN.XMNY MN.t I- 1' 0.062- 2" 2• 0.125" 77 2" 5•MAX. 1/8' i/8" 3' 3' 0.090' •� 18 2" 5"MAR. 0.192• 0.192' SIDE ANGLES B CORNER POSTS QUAUFIED FOR USE W/ HV SALUMINUM ANGLES 19 z.5" 7'MAx. 0.190" o.19D' QUALIFIED FOR USSEBLADE IQ D FOg USE W/ HV BLADE6063-T6 ALLOY AND TEMPER ADE 1 ONLY 2" 5'MAX. 0.139" O.f31" 6063-T6 ALLOY ANTEMPFJi FLORIDA BUILDING CODE(tion High Velocity Hurricane done 2015 FJSTERN MLUAL SUPPLY,INC. ��•...... .., .��' BERTHA KVTM Q� ENSF Accordion Shutter System I R E C® 9 m C_ ® u ® ® H.V.BLADE#1 W/OR W/0 H,V.7MNDOW MAM = = American Shutter Systems �,„ DESCRIPTION DATE DRAWN BY. M.L :• C�I: '�f"" TIWT TESTING & ENGINEERING COMPANY �; Association, Inc. , otn 11-192 4/13/15 DATE 4/13/15 STATE OF c�, 8365 MD.369h St.s a.soy VIRGM GARDENS.FLORmA 331 s Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No FLORID e-mail:Ulteco®aol.com West Palm Beach, FL 33407 3 %.�.<F••. •..\� �.�' EB-0006719 15-085 , WALTER A TILLIT Jr.P.F 4 ss/ONAL�\o`� FLORIDA Ua.#44167 5 SHEET P.E. S�MWFu1GWAV6RE/DATE 6 2 OF 20. 4.660' .929' 4.576" 1/4 .745" 2.293° '-20&1/' 1/4--20 DIE CAST " .334' S�.HEAD THREADED 1/4-20 1 4'-2D .745 2.293° 1NREAOm DIE CAST b (2 TYP.) ° HOUSING ENWEL 05 m N E1NLm PAINffD' .062' KNOB. n C4 e a o y m _ .875' .: c25' c+ .. n .318RASS BRASS--.. p,9A '•4s¢• - ---I< 8. (CHROME ( ME PT U) ' a R41 o H ° e PLATED) 21 HV CENTERMATE s o, sD, 1.32& °= ® HV LOCK ® HV EGRESS LOCK �ID FOR USE W/ HV 8 1 & 1�A ONLY HED FLOATING CENTERMATE m`�,yh s.a23' gUALIFlED FOR USE W r1V QUALIFIED FOR USE W/ HV sD63-T6 ALLO TEMPER QUA ED FOR USE W/ HV BLADE 1 & to ONLY 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE BLADE 1 LY_ BLADE 1Q&®ONLY. MUFIED FOR USE W/ HV.BLADEO7 ONLY 250"O.D. 18' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 18" 1.756' .922" .2 MOLDED TO n 4.045' SCREW 2.079' 1.753" s ` a .360'AFTER RNErING 1'000-1 N Or'ry o pi.� 0 0 "825" BEFORE RIVETING �y r s 1/4•"0-20 x 3 4" 000 0 0 _I M S.S. THUMBSCREW 9/4">g-20 RIVNUT on O N *SERIES9444 ALUMIMIM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSIRT,PART#0820,AS MANUFACTURED BY AVDEL PLAN h FRONT ELEVATION ® HV MALE: "T" LOCK CENTERMATE m 4.5.6" CHEW TV=RN,PARSIPPENY,NEV JERSEY 07054 OR EQUAL ®7 LOCKER FOR "T" LOCK CENTERUM QUALIFIED FOR USE W/ HV BLADEOONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 USE AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV BLADE(1)ONLY QUALIFIED FOR USE W/ HV BLADEMONLY W/HV BLADE(DONLY. BLADE @ ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER .5" 1.917 1.917' 3.161 o m THUMBIURN v e 3 CYLINDER OR .214" 00 .083 -062" KEY CYLINDER e 214' .545' m � o nR - c' StO 1 .125 M­ HD M 31 HD CENTERMATE Wj NO LOCKING ROD ® HD CENTERMATE W LOCKING ROD 4D m m O00 o QUALIFIED FOR USE W/ HV BLADE(q&& A QUALIFIED FOR USE W/ HV BLADE(1)& to 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT 804" 6063-T6 ALLOY AND TEMPER mV57 o VARIES.12"MIN. QUALIFIED FOR USE W1 HV BLADED&0 1/4'0-20 SS.OR 3/8'0-16 1.130 6063-TG ALLOY AND TEMPER ACETAL THUNBSCR tl/2" CTMYUUNBTURNDER (SEE DETMSDD OR KEY ttI CYLINDER LOCKING ROD A 1.78 Max. 375•m 1/4"� ® HD LOCK m QUA FOR USE W 1 " 3 1 4" 4-20 AISI 304 BY REGENT'HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. ,,,,,,CCCCCC������ 6063- AND TEMPER © HV 3/S 0-16 ACETAL / Q .V5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10& IA D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F \7 ICPT R 1 QUALIFIED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ♦W,• "L-1/'J w ©2015 EASTERN METAL SUPPLY.INC. t .• OERIFNA HVTM ® � ® ® Accordi®n Shutter System "MIL R. KV.BLADE#1 W/OR W/O KV.WW*V BLADE API•edcan Shutter Systems TEV.[to DESCRIPTION DATE DRAWN BY. M.L. - �CCJ'� •ALr TILLIT TESTING & ENGINEERING COMPANY S A39OCIBt10P1P Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 � A'• P••�`� 6356 N.W.36N.St,Ste.305.WRCINIA CAROM,FLORmA 3316 Phone:(305)871-1530.Fox:(305)571-1531 4268 Westroods Drive 2 DRAWING No �F<c3 ��� e-moiift 60000718 q1 e0m West Palm Beach, FL 33407 3 /////„S 014, \\\\ WALTER/l TIUrr Jr.P.E ED- 4 I 5-'O85 FLORIDA U.$44167 5 StiEET P-E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV41 12'MIN. CE TO GLADE P .0625" Q HV BLADE 1 40 38 I ! cE to .1875" ® IQ3F� I HV WINDOW SLADE .0625` 5T x x •0625 .0625' HV BLADE to 3® HV LONG RECESSED NYLON BUSHING 39 Qor; KNOU•CCK)LE 00PENIN .0625 1800625' Y Q HV SHORT RECESSED NYLON BUSHING a o T POR110 RI 750fF'/ ® HV NYLON HAT WASHER 1Q OR ® ry y 0 e oR 3 so' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I LL .4 40 n /A02.750' X 4.870"x3/16"THICK NYLON WHEEL 3 I? 3 w n 2 7/8"MW. W WINDOW 0.188"4 AISI 302 SERIES S.S. RIVETS ",40 4g19"4 - B�ON .oszs' 06253'00 17500' HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR OPENINGSONC S =�n" 7500" HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41I21/4'CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I ! E—EEN TYPICAL, HV WINDOW BLADE AND I' I i i 38 38 I POLYCARBONATE HV WINDOW DETAIL n ' 0 OR ® ' ® or N.T.S. (SEE NOTE FOR I REQUIREMENTS) i DOR ® I 1 �cPOLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE kIV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR r I RESINS, UV–STABILIZED GRADE OR SABIC 1To elude a n1E INNOVATIVE PLASTIC LEXAN 103 RESIN Q I I G)OR (SEE NOTE "F" ON SHEET 19). Hv HV Cvl� �F� I ► (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR NNS t BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 1 @ i POLYCARBONATE SOURCES FOR 44 HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY I EXTERIOR m ICAL pROPFIii6 AFF� D,a FIE= N.T.S. HV PIN 42 OR®AT REtDm1cEu/ (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT ExrER1oR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 70 oo.32a" GLADE'S KNUCKLE. amTcu (SEE NOTE*FOR SPECIFIC GRAVITY ASTM 0792 0,043 IbAd moo Ib/n" BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 REQUIREMENTS) MPc'-ul� 04 tr ® I TENSILE YIELD STRENGTH ASF 0638 9.400 P.I. 9,500 P.W. (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® I FUMILEXUR STRENGTH AT naD ASTM D790 12,500 p,.L 33100 PaL FIFXURAL MOOULVS ASM D190 310,000 ps.i. 30.5,000 p.al. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B� ! MAC' SHEET 0 I I NO CREb iZ00 ASM W51 18 FF-Ibin 17 Fr-m! FIRS BlP»11N0 tN4>.�ICM�� WHEEL CARRIAGE DETAIL SMOKE DEN= ASTM D2W 97.2 x 64.5;C MAK N.rs. ASSEMBLY LAYOUT R47E of BIIIWMG Asn+Ows o-1 CUM 0-1 CLASS N.T.S. SELF IGNMON ASM.01921 1010'F 9BO T Nff97tlEHQN: A5M G1S5 TENSIIE 51RFNGM AFrM WFAIHFAINC .ASM 6389302 Psi. 8890 Pas. (9ZHV BLADE SOLID & (A HV WINDOW BLADE DETAILS SH?ESS BFAIRE MMEI0M 630 N0 A 8161 Ps+ 8969 PPT. N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ' ©2015 EASTERN METAL SUPPLY,TMC. `L L10EN'• , , ia� �� Accordion Shutter System x ® ® ® ® H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE !! = American Shutter Systems 1EV.mc DESCRIPRON DATE DRAWN DY: M.L TIWT TESTING & ENGINEERING COMPANY OF 6355 N.W.36"SC,Sea 30.5,VIRGINA GMOENS.FLOFWA 331GE Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)B71-1530.Fax:(305)971-1531 4268 Westroads Drive 2 No ,F�S/oORIDP F�\\ WALTER -TO0671Jr.0P.E West Palm Beach, FL 33407 s -DRAWING'j 085 LE qo a FLORIDA U.$44167 6 SHEET P.E. g61D1 �URE/DATE 6 4 of 20 TES ON HV LOCKS AND ENTERMAT S: a e. c c ®`�� u H s 7 u ®'®'"' 9+0� 1.MANDATORY CONDITION in ONE HV LOCK j or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR EI OW 2 OF SHU1TF72 AN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MAY BE USED 'AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG-AT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 2. IF DESIRED, TTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV O LOCKS OR MAY BE U AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES _ OR SHALL ON NOTE A)ABOVE LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDMON 2 NALID ONLY WHEN MANDATORY CONDITION k1 OR LIMITED MANDATORY CONDITION H - v JZ IS USED W/M H.V. LOCKSI: LOCKING RODS®ARE NOT REQUIRED AT HURRICANE POSITION,BUT MAY ° 4°xg5 m .Rg.®� a'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a = 4.MANDATORY CONDITON1T2: ONE LEVATIOHV LOCK®o ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN G AND INSTALLATIONS AT ANY EN.HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N ATTACHED TOCORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS =N� x0�xvc AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v o R-21'.9 SFS 5 • ONE ALTERNATE HV LOCK MAY DE USED IN LIEU OF HV LOCK or Qp FOR ANY SPAN AND IN ST TIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT �,133a 52S OF 1/4'0-20x3/4"SS.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/400-20x3/4"ALUM. x 0- T3z�5m� x�oo-xvA o3 RIVNUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( moFre v } LOCKS AT 1/3 OF SHUTTER SPAN. 6. D&TDRY CONDITION 83 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK®or®or 0 SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATION$AT ANY ELEVATION. HV LOCK®or 0 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LACK,ATTACHED TO©or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2" LONG FIAT HEAD S.S. SEE END s M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/0 CONNECTON OR(p.TOP AND BOTTOM IS COMPLETELY MANDATORY. DE At SHEETS 10&LS ON D F E x I J K L M P a 3 V W X 18 TYP.GKr. FULL " *NOTES ON NV "T" LOCKS AND CENTERMATES: Kunmm vn OF CORNER 1.SECOND ALTERNATE 70 MANI?AT.17RY CrNDITION�1 VAUD ONLY FOR HV"T"LOCK AND CENTEMATES a AND CENTERMATE ONE ALTERNATE HV'I"LOCK CSS MAY BE INSTALLED IN LIEU OF HV LOCKS®OR® FOR ANY SPAN AND ©°R®°"©+OoR®oR1p.13m I STAI.LATON AT ANY ELEVATION. AL TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK S INCLUDES USING RONFORCING LOCKER ,AS SHOWN ON SECTION TNG,SHEET 9,WHICH MUST BE 1 p+O aR©+O3 oR 1©+Q a CONNECTED TO CENTERMATES 0 AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" WINGNUT OR W/ 1/4"0-20x1"SS.M.S. INTO A 1/4'0x 5/8"RNNUT.LACK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 5+1$oKr®oR 7 oR *NOTES ON HD LOCKS & CENTERMATES: 1.110 LACK W/HD CENTERIWOW OR- W4:ONE ALTERNATE HD LOCK(a MAYBE USED IN UEU OF <PIC2AL9 HV 13LADE SHUTTER ELEVATION F V LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVG,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS couPLEn LY OPTIONAL FLORIDA BUILDING CODE(Mon High Velocity Hurricane one A:r���/ � ©2015 EASTERN METAL SUPPLY,INC. s�P'��C ENS '•`i9 HERTNA H W TM Accordion Shutter Systems ® INC. AAAAM® M TLV.MADE#1 W/OR W/O H.V VANDOIV MADE IE C : �ls¢3fl f+sr_= APTI®Ligon Shutter Systems .x DESCRIPTION DATE DRAWN er. M.L. TILLIT TESTING & ENGINEERING COMPANY 'a= STATE OFSSOCiot10D, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 9•, ssss N.W.xwJe n.se See.3530 VIRGINIA:(305)8.1-153 33t Phona:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No e-mail:titecoccol.com West Palm Beach, FL 33407 3 EB-���'��.s`S/ONAL E�L��}�•``�� 06719 WALTER A�LLIT Jn P.E 5-085 a P.E. SEACf 1Gf9DtiURE/DATE FLORIDA Uc p 44167 S. SHEET s 5 OF 20