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HomeMy WebLinkAboutProduct Approval f r � i I � I PADRICK RESIDENCE i 5404 Silver Oak Drive I i � Fart Pierce,FL 34982 ;i Rear wiz I , I 3, l I 1 i k � - ' I i ...1p Z 41` t Front I , . i __ Uf Business & Professional Regulation RM SCIS Home I Log In User Registration ' Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map I Links Search Florida j Product Approval IOU I n USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail j i - I I FL# FL389-R8 Application Type Revision Code Version 2014 J Application Status Approved I I Comments Archived O � I I Product Manufacturer American Shutter Systems!Associati n,Inc. Address/Phone/Email 4268 Westroads Drive I West Palm Beach,FL 33407 (561)209-8263 1 bfeeley@easternmetal.com I I , Authorized Signature Bill Feeley [rodriguez@eastern metal.com I I i , Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email I I I Category /Shutters Subcategory ( Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I D Evaluation Report-Hardcopy Rleceived I I 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 andl Management Institute Quality Assurance Contract Expiration Date 12/31/2018 I Validated By John W.Knezevich,PE I. 121 Validation Checklist-Hardcopy)Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf I I 1 , Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 I I 2005 ASTM E-330 I 2002 TAS 201,202,203 1994 i Equivalence of Product Standards Certified By i I I 1 Sections from the Code I � i I i I I ' I i , Product Approval Method Method 1 Option D Date Submitted 04/29/2015 I Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 1 Date Revised 09/18/2017 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 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.odf 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 I 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 W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in i 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 et 5 for other spans-and-ASD pressures. �— i r — 389.2 Bertha HV Accordion Shutter-Blade Extruded alumiri'um interlocking blades retained by tracks i 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 kS.S.A.IN(_ DRWG.15 085.Ddf Approved for use outside HVHZ:Yes Verified By: American Test:Lab of South Florida Inc. Impact Resistant:Yes Created by IndependentThird Party:Yes Design Pressure:N/A Evaluation Reports I Other:Large missile level'D". Max.Span is 16'-0"for 30 FL389 R8 AE A,S.S.A.I ,IC. 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 HV1 blade,8'-0"for+64,- I' 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. - I 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storlm protection i Limits of Use Installation Instructioins Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG,15-084,pdf j 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 IA.S.S.A.+INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively j I i Back NeM i ' i i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phione:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released ih response to apublic-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, I 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 hem, Product Approval Accepts: i i GENERAL NOTES: I.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PE.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 WAND LOADS SHALL BE DETERMINEDAS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SP® T REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL 1 ABCONT OF ICON IT ENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.B5,USING ASCE 7-10 AND BULL NOT EXCEED THE MAXIMUM(A.S.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 FIT= REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: HV BLADES�ZBt BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHED' 1 1N ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TEM.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'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 38-44 SHEET 4 TYPICAL.WINDOW BLADE&WINDOW DETAIL -HV BUDE0 40214,01-03,J0715.01-03,/1004.01-05,/1214.01-05,10317.02-06.(0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASN E-1886 ARFe. ;•HV BLADE Q-AND HV WINDOW BLARE GA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE WERE APPlICABLEI -HV WINDOW BLADE O 10.505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND/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.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SKEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACOORMION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114Q.75'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM STIES CENTERUATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 keN YIELD STRENGTH AND 180 IDT TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE A1.7ERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIONG ON THEIR HEAD. 4.ALL ALUMINUM E(TRUSION S SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD SIREN=FOR 6063-TIS ALLOY IS 30.0 ks;AND 35.7 Nisi FOR END CONNECTION DETAILS 1-6,CONCMWBLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAMM STEEL.304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN 50018 WITH 50 Pori MIN.YIELD STRENGTH AND 90 Eel 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 SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kA MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1): 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SKEET 16 IN DUDE ID&m WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 &THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.B.PATENT 16.779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US.PATENT/5458,178 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE ONLY D.B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOIINDNE55 OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 1D INSURE PROPER ANCMOITAGE.CONTRACTOR TO SEAL/CAULK 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 BEM PERMANENT LABEL IN A MSINLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES ARID ENGAGE OR LOCK ALL HV AND NO 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 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EMERY 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 PWS ANY 13UILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. •13.(a)THIS PLED.PREPARED I3Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRWM-i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,P095AS6 AND INSTALUTION-INCLUDING'UFE-SWFEIY'OF"THIS-PRODUCT,-BIASED-ON-THIS-P.ED.-PROVIDED-HE/SHHE-ODES-Nor-WAATE-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 P.E.D.WILL 8E CONSIDEREDINVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA -(d)SITE SPECIFIC PPOJECM'SHALL.BE-PREPARM-BY-A-FLORIDA'REGISTERED-ENGINETR-_OR-ARCHTIECT-WHICH-WILL-.BECOME-ENE-ENMNEER-OF-RECORD.(EO.R.).FOR THE.PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING ASA DEtECJATED-ENCANW TO THE RED:E0114 Z:R SHALL SUBMIT 70-THIS UTTER THE SITE-SPEGFlC DRAIVINGS'`FOR`__ REVIEW. - -�N1-C - _ - - - (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE CROW High Velocity Hurricane Zone ......[1iA -®2015+EASTERN METAL SUPPLY.INC. - - - - _` BERTHA NVTM *: IL ECO one. A.S.S■A. Kv.Accordion Shutter System .RADE#1 W/OR W/D RV. wlNWN RADE American Shutter S ystems 0Esl7tImD1R ME DRAM BY: LLLTE 7trz TIW7 TESTING & ENGINEERING COMPANY AESOclatlan. Inc. 1 OLD 11-192 4/13 15 DATE 4/13/15 p;• �. Of...••: 0.111 N.W.36M.St..St.303.VLftWlA CaN0M LLORM 331 Phona:(306)871-1530.Fax:(3D5)871-1531 4268 Westroods Drive s DRAWING No _ •\��` e-ma®t aoa9.� West Palm Beach, FL 33407 3 '15085 �.,,�NAL ENGYA.I` WALTER A TILLIT Jr.P.E. 4 �I��%RE/DATE Effigy`u` 44167 a SH I . P.E. SEALfSIOF 20 -. sY FDR NCeION B/OE® s VARIES 1.918' 1.491' m 3 i Ti ��• p o Mat. �" 'y a � 454' • c ii .09 � n r m 4.371 4.657' 4• m N . 1 HV SOLID BLADE 375 p I< O5 HV 90•f f 80 STARTER O )HV UNIVERSAL FLOATER a COVERED UNDER US PATENT 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE(D ® HV BLADE( 1� HV WINDOW SLADEe 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W FiV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 196BLADE Q 37 6063-T6 ALLOY AND TEMPER 3.222" 1.500' 063-T6 ALLOY ANV TEMPER " i 0• F6 5556' 'n (NP-) .994' 670• 2.226' m 72 p 542 of - ' 4.697' _ i3 p 7 $ .615' .092' - O7 HV ADL. ADA R W/LIP 4'�6• 12' 1 s7s" ° 7 3.226' °07 QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK '�0 ©HV ADL. FLOOR TRACK BLADE 1Q QUALIFIED FOR u E W/ HV t�9 HV TRE�t(CH TRACK 3.750' 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY D TEMPER BLADE QONLY. (� HV RAINGUARD BLADE(� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/ FIV 6063-T6 ALLOY ARD TEMPER VARIES 1,936' BLADE 1 1. 1.915' 6063-T6 ALLAY D TEMPER Max. VARIES 1938' 1917' a o OBS' 083' m .100' g .OB3' .093. .093••per n .1 .060' •� $ A60• n .0 870 • H .93' 09•p 60' .060" - 1' c° P• t• 670 0.Y\4 670 1.686' p 0• 3.52a. 8 ? 11 HV CEILING HEADER1® HV HEADER/SILL 13 HD CEI NG HEADERal Q09JFTED FOR USE W/ HV BLADE(i)ONLY, QUALIFIED FOR USE W/ HV BLADE(1�ONLY 6063-T6 ALLOY AND TEMPER`-' QUALIFIED FOR USE W/ HV BLADE tD 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 1 COMPONENT A 8 T1 72 % Y t XMHYNN t 2' 2' 0.125' - - -- - -----" --- ------- --'-------- --- 3' 3' 0.090' 18 2• 5'MAR. 0.192' 0.192' ------_-- __ SIDE ANGLES CORNER POSTS QUALIFIED.FOR-USE IN HV - --ALUMINUM-ANGLES -- - -19____2.5'- 7!M. o.t9o• 0.190- ./ _ - ---- UAIJFIED-FOR-USE-W/-HV--- -- -- - --_--_------ - - BLADE( QUALIFIED"F0k USE W/ HV BLADE - 6063-T6 ALLOY AND TEMPER BLADE kD ONLY. 6063-T6 ALLOY AND TEMPER 2• 5'MAX. 0.139' 0.731' 6063-T6 ALLOY AND TEMPER --- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN-METAL-SUPPLY.-INC. - T BERTHA HVTM IL ECOINc. A.VQ .S■A■ Accordion syr�E#1W/OOR � / •:*= American Shutter Systems ILV.Wersaopn°n HATE DRAWN er ML = TILLT TESTING k ENGINEERING COMPANY S A1l510CIOtlOn, Inc. 1 OLD 11-192 4/13/15 LUTE: 4/13/15 '. STATE Uf 4V` 6635 NN.76tR St,M.703 aacJNA ONmEN3,It311au J71e 4268 Weslroads Drive 2 Phone:(305)871-1530.Pox:(3°5)971-1531 DRAWING No O' PLO"�O ��� • it:tu•.C..Ix West Palm Beach, FL 33407 s 6J-�85 %. Vic'••.• L`C9 . EB-0006719 SS`I N A`4\;`���� WALTER A.TlUIT Jr.P.E 4 7 FLORIDA LTo.d 44167 6 SHEET P.En Flf�M111��iE/DATE 6 2 OF 20 4.680' .929' 4.578• 1 4'-20 cwsT 4' 2.283• S_q IffAD H009(O 1 4•_p _ 2.293' .745' SSLS BBW—EDPNENBELNIED �jRp7,pmrVIE GIST (2 1YP.) HOU5170 E1LWa • 4, m �• m DM PAINTED w QQ R .062' .875' m 0 1.325' � tv � .318 MASS CnVIVER BRASS G1M16IDER &lxm(°ROPE (aROME PLATED) CENTE21 HV CENTERMATE 1,326 - - ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE(D&®ONLY If�l 0FLOATING ' S• 3.0 3' S' QUALIFIED FOR USE W/ FN QUAIJFlEO FOR USE W/ HV 6063-T6 ALLOY AND TEMPER Q ED FOR USE W/ HV BLADE 1 & ONLY (� ® _ 6063-T8 ALLOY AND TEMPER © BLADE Q& ®ONLY. BLADE 1 & ONLY. OOAUFlED FOR USE W/ W BLADE(q ONLY "o'D' te' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 18' 1.756' 92Y 4 5, 2• MOLD E m n mq 2.079' 1.755 41 .360'AFTER RIVETING �pn0• o p61 m' p 5" BEFORE RIVETING -, = 1/4"0•-20 x 3/4" D00' ci S.S. THUMBSCREW /4"I6-20 RNNUT* *�9404 ALlR81A1N(2024-73 ALLOY)LARGE FIANCE THIN gL-4 TTr>o• I m m b22' SNFET KUf93B,PARr/8620.AS MAWF'ACTU EO BY AVDEL NEW �4 fFOW E11:YIOION ® HV MALE "T" LOCK CENTERMATE •566" c Y 1 a+F+•Pits PPR AT VE 07054 OR Eoul LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY ® HV FEMALE "T" LOCK CENTERMATE ® "T' LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADE 100NLY QUALIFIED FOR USE W/ HV BLADE ONLY W/HV BLADE 1Q ONLY. BLADEl�1 ONLY. 8063-76 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .5' 1.917 I' 3.181 32 D THU TU aR .214• •O .062• KEY CnJNDER .214' �1 .545' -m n p f ^ n alT7s'YiR. JE o m n N ^m 1 .125'U.. 3©. D R O ® E CIG 00 'o- QUALIFIED FOR USE W/ HV BLADE(q&& A QUALIFIED FOR USE W/ HV BLADE 1 &UAwe HD rs. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ® 5+ VARIES, 12'MM QUALIFIED FOR USE W/ HV BLADE 1 & 19 1/4'5-20 S.S.OR 3/8'5-16 1130, 6063-T6 ALLOY RAND TEMPER TF{UMBIURN ----- ---— —(SIX DETHOKBSCRflIs,i__ t1/2' CYLINDER (SFE LJHUM __— _ _ —_—. —_ —_—. — ------—_—D�_ --CYLINDER.___. t15 -- - Nax. _�®=LOCKING RODD _ m 1µy ® HD LOCK QUALIFIED FOR USE W/ HV BLADE(1J` ® HV 3ZB"lI�-1B ACETAL �IN A/4 _-� ZO AISI 3O4 — -B_�_ REGENT HARDWARE-MORrISE'LOCK5-5MES-2333 HOOK-BOLT . _-LOCK - - ,CC�� 6063-T6 ALLOY AND TEMPER � , S S THUMBSCREWS QUALIFIED) FOR USE W/ HV BLADE 0&"IA i@INSTALLATION WILL REQUIRE A 7/16' HOLE �UMBS�REWS — DRIILLED-AT--TRACKS-FOR PROPER•EMBEDMENT___ _ __-_ _QUALIFIED F t 1 N BLADE 01 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE Mon High VelocityHurricane Zone ����(`Ql ✓''�i - -- ---- --- ---- -- ---- - --- - -- --- -- -- _0_2015_EAS0N_MErAL_SUPPLY.INC. - ,.����J�ENSF H TM L E C O 11 N A■S■s■A■ Accordion Shutter System ^ Hv QaDE�It w/aR w/o►Lv wtrooW BLADE American Shutter Systems REV.No oEsaePDD„ DATE auwN er: M.L TILUT TESTING & ENGINEERING COMPANY 0355 N.W.36th,SL.315.305.VRGNA OAROO9.ADIm1 331 Aast3elot10nr Inc.I1 OLD 11-192 4/13 15 oA1L 4/13 15 4268 Westroods Drive z EBa� ^�y� t rn0.0:(3o5)87t-7S3o.Fa :(Jos)e71-1SJ7 DRAWING No �, ? ` e m M t0008719LOom Wast Palm Beach, FL 33407 i 15-085 I'%,"FSSIONA ti"%N hhil 110to%0'` WALTER A TILUT Jr.P.E. 6 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA u0.f 44167 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V - HV - 41 3/8'0 12'TO IN. SLADE P� .-, -9625 - i 1A 1s7s' , O HV BLADE 1 /'ice I ! HV WINDOW GIME A825' A625� .0625' ® HV BLADE 1A ® I i BLADES •o oPEra 1s7s' Y HV LONG RECESSED NYLON BUSHING fl n 0625 o.asz5'HV SHORT RECESSED NYLON BUSHINGR1.7HV NYLON HAT WASHER Q OR ! MT 6 RIIONIae /�HV WHEEL CARRIAGE AISI 302-303 SERIES I `' 41 ' 4 1 A A-2.7 X0.870'x3/16"THICK NYLON WHEEL I a 2 7/8•MU NO WINDOW 0.188'0 AISI 302 SERIES S.S. RIVETS 315'0 SEPAR�AROId ��• BETWEEN .O62s' 0.7.7500' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR I o OPENINGS oBLADE N CI INTERS 5 3/a' 0625' sFeflaN r-r ® I-IV 2 3/4"ACCORDION PIN W/ #8 HEAD K 41 475" 0 4�. � — _21/4' WOR nE RON CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I TYPICAL HV WINDOW BLADE AND ® i 3 mps POLYCARBONATE HV-WINDOW DETAIL (D OR® 4 or @ — N.TS. (SEE NOTE FOg REaUIREUENTS) I (L ® *POLYCARBONATE IMPACT RESIST NT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 1kpEaunnEXTERI y I QIA ToBUIDE M INNOVATIVE PLASTIC LEXAN 103 RESIN Q OR ® I (SEE NOTE 'F" ON SHEET 19). Iwo)HyI (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® Nab I 1 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR ! POLYCARBONATE SOURCES FOR HV® BLADE. ( ICAL SHUTTER ASSEMBLY EXTERIOR A7�E RESULT 7nxx7ROPUMEs I' M (2) FIV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT NV PIN®Ezr oR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q mD.sza' (sEE EOTEN , ASTM Dreg Dnu lb/6' 0073 end BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEEr 7. 3 REQUIREMENTS) ' TMLE 1411 s19ai m Am DM PAW P.-J. 9.100 P.1 I Rf007RALSIVIDSM AT mo AM arm 125m PaL I3,WD a•L (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 i ! FUMML D0mA15 Asn Wm "I"av 3Q1"PeL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. fufa+M 7mn --- - ASTM 0Z6 fa Fr-lb/! n n-m!-----_- 990IT I EN= 'AM D2a43 47.2 fi s Mrx EL_CARRIAGE DETAIL ASSENBI Y LAYOUT DALE aF apDY4G ASTM Dau c-7 o o-al1 C■UM N.T.S SELF CNOION AM 17929 1040 T SPOT ASTII W55 C1) HV BLADE SOLID & (A-HV WINDOW BLADE DETAILS MOEE T"Mamm Asn`W- - 7i1-p�j:_ aw N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \U 'U// ©2015 EASTERN METAL SUPPLY;INC-- -- -� - -- HVTM A■�■S■A■ Accordion Shutter System H.V.BLADE#1 W/oR W/o H.V.WNIM BLADE American Shutter Systems 4EV.Ik DESCRPMA DATE DRAWN BY MA_ TILLIT TESTING Ac ENGINEERING COMPANY ATE OF *= ams N.W.36TH.1T.,STs las,VaWj A aARI)M E OMA 331a Association. Inc. >I OLD 11-192 !LYE TxtE 4/t3 15 O' Drive rive 2 / (305)671-1630.F04:(101)471-1571 4268 Westroaa D 15 0No -m85 •4` m7: 00067oo1.c9m West Palm Beach, FL 33407 3 ' i//0NA L•'Er ��\� WALTER�0.�TILUT1Jr.P.E. 0 P.E. S`NKL'j810t�A�URE/DATE FLORIDALORIDALta�44167 D SHEET 6 4 OF!2 •�® °` *NOTES ON HV LOCKS AND CENTERMATES, s • o t o ®= M N s r u �'®a®•®°A® 1. •ONE HV LOCK 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BLOW ][2 OF SHUTTER SPAN FOR SPANS UP TO 105.AND FOR INSTAL�TIONS�T ANY ELEVATION. HV LOCK(2�or�q MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON OQOa s TYPICAL SHUTTER ELEVATION. 2. •IF DESIRED, FOR OEM PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ©a110 LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y— 3. 02 IS USED W= H_V.LW11= LOCKING RODS Qp ARE NOT REQUIRED AT_(1URRIC NE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ice^OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRION). 4. MANDAMff •ONE FIV LOCK® ®S BE USED AT CORNER CENTERMATES FOR ANY SPAN ° AND "".-TIONS AT ANY L]ZON. HV LOCK or SHALL.BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENIFRMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS a6i AT TOP do Bop O OM SHALL BE USED. LOCJLRON OF LOCK SHALL BE AS INOICAIED'ON TYPICAL SHUTTER ELEVATION. y-- ® MAXIMUM SHUTTER SPAN SHAM BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION.AL ERNATE LACK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-204/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALM. g ; RIVNUT AS SHOWN ON SECTION HVE. SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 am m LOCKS AT 1/3 OF SHUTTER SPAN. ® 5, usAna7p(TY OF OOI,LOmp�l;FOR KEYSTONE llgNG 00DIL MONS: ONE HV LOCK 0 or®or®SHALL BE us m AT 1/2 SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2,OF SHUTTER SPAN FOR SPANS UP if TO 9W,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or®MAY BE USED AS AN INSIDE OR OUTSIDE;LOCK.ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE ESD MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D SHEETS 10& 18 HOTDIP•FULL " *NOTES ON HV "T" LOCKS AND CENTERMIATES OF CORNER N&MMM CONDfflOAP #j VALID ONLY FOR HV I'I= COMERMIM Q AND1 nm p1ID1x CENTERMATE , ONE ALTERNATE HV'I'LOCK("MAY BE If IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©°t®°A©• 7Ooa®�t0•®� 13TLOCK N AT ANY ELEVATION.ALTERNATE LOCK Y BE USm As AN INSIDE OR 0 FOR LOCK. ATTACHMENT 10•® ©+® © ® OF LOCK®INCLUDES USING RE REINFORCING LOCKER ,AS SHOWN ON SECTION ENG,SHEET 9,WHICH MUST BE a ♦ CONNECTED TO CENTERMATES AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/H'0 x 3/32' ©•O+©°A©+O7 +®m MAXIM M ABOVWINGNUT OR E D4 BELOWIMIDSPAN. USE OF TWO•Ox LOCI 5/8* NG RODS OL TOP AND CK MAY BE INSTALLED AT BOTOM IS MANDATORY. OR 12' ®-®�0.®o"t 9•®s�x�,® *N0 ES:------- ---- -- --- TYPICAL n HV BLADE SHUTTER ELEVATION_ '' : TINE ALTERNATE HD Loco LO MAYBE &Y B IN LIEU OF 1N LOCKS QR FOR ANY SPAN AND INSTALLATIONS y S%ANY ELEVATION.ALTERNATE K LOCK YB ANY BE USED -- - --- -- -- - - - AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1A LOCK TO 0 IS W/3/B x 3/5'F.H.SS.M.S.,AND INCLUDES ------ N.LS--- --- -- -- --- - - -- _ ---_-- RE(NFOftCEMENT INSf927- hS"SHOWN`6N-SfCTi0N5`HDB- -AND-HDC-HVC.-SHEET 10.-LOCK NAY-BE INSTNl_ED AT - MIDSPAN OR 12'MAXIMUM BELAW'OR ABOVE MIDSPAN. USE OF LOCKING(CODS @IS CONPLLTELY OPTIONAL - DA BUI on i h Velocity Hurricane one ®2015-EASTERN METAL SUPPLY,INC. - ENS l'���'� BERTHA HVTM F Accordion Shutter System L E C O �Ne. AT.S■S■A■ Kv RAM#1 w/OR W/o RV. MIMM HARE TILLT TESTING & ENGINEERING COMPANY American Shutter Systema DFSC"P,1011� DATE DRAWN er: NL STATE OF &%55 N.11.36M.5L.Ste.3W.VRGM GARDENS.FLORA 331Association. Inc. , OLD 11-1 sz 4/13 1s DATE. 4/13/1s �•' ^- ��'� p:(303)571-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No 'i���.<`�:' R�1DR.• ,-m°a:trcoeooao,.wm West Palm Beach, FL 33407 3 ......'' 6 �� D3-DDD6719 15-085 �"''Il,,SYONAI��Ap� W LMER A L�9 4i�. 5 SHEET P.E. SEACf�S1(S RMRE/DATE 6 5 OF 20 1