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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION i Utz Residence 5207 Echo Pines Circle E I , ' Fort Pierce, FL 34951 I it OPENING WIDTH HEIGHT i #1 90" 84" „ #2 140" 84 i ! i I I I i I I I i i i f i I I i I I ' � r i I l i I ! I ! I I'! r I � j ! I I i I I I I I i � I UTZ RESIDENCE . I 5207 Echo Pines Circle E Fort Pierce, FL 34951 I I I ii I Rear I I I f , Ij I I I � � I I I i � i i II I I I iI FrontI j i ® Professional' Regulation r BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBc'Staff I BCIS Site Map Links I search + I I FloridaV% tj ao ��'SSS 0' Product Approval USER:Public User q�aa f !.c`a�r�tlgtmm i Product Appmval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved , I I Comments Archived k I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive II West Palm Beach,FL 33407 j (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastern metal.com I I Technical Representative I Address/Phone/Email I, Quality Assurance Representative Address/Phone/Email i CategoryLAcc tters Subcategory ordio I i I Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer I j ❑✓ Evaluation Report-Hardcopy Received 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W.Knezevich,PE 21 Validation Checklist-Hardcopy;Received iI Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf i � I Referenced Standard and Year(of Standard) Standard !.i Year ASTM E-1886 �j I 2005 ASTM E-1996 ;. 2005 ASTM E-330 2002 TAS 201,202,203 i 1994 Equivalence of Product Standards ii Certified By ' i I Sections from the Code I , + I � I I • I i' Product Approval Method Method 1 Option D Date Submitted 04/29/2015 j Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 i Date Approved 06/22/2015 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 1S- (top and bottom)for stoilm protection 086 II II ! '; Limits of Use Installation Instructions Approved for use in HVHZ:No FI 389 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 Iq S S A INC PER DRWG 15-086 odf 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 j installations into Metal Stud walls is 79"for max.ASD j j pressure rating of+72,-72 and 84"for-+64,;.64 psf.See et 5 for other pans-and­ASD pressures. _ li n r r 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&85.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 Reportsj Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AEIIA.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by IndependentiThird Party:Yes locking rod configuration for the HVI 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 HVI and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans i !l and pressures. n �l 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking tilades 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 AEIIA.S.S.A.!INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively I I Baek Next I i i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487=1824 I The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Stl Itement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released lin 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 850.467.1395.-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 dog 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 youlare a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: ® e0terk � i i i I I i I � I GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.) NAS 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 HOC MIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER W9L TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND 91AE 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 FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES O & w BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATE)ON SHEETS 11 THRU 15, 19&20. fiETNQ7Al NOTES SHEET 1 IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE'Nor OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR MIND LOADS WAS HE 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 SHAT 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR MIND 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 -FN BLADED 10214.01-4321.10715.01-03,01004.01-05,/1214.01-0.5.10317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM 15=1886 ARFA•2e HV BLADE1n AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WINO ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APP Ir -IV WINDOW BLADE m 10505.01-08 AS PER ASM E-1886 AND E-1996(MISSILE LEVE.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 1 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.FN BLADE QQ AND FN WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRAITONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHUT 7 3.BERTHA H.V.ACCORDION PINS(NN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14:2.75 AND 114x1.75'RESPECTIVELY;410-HT MINIMUM SERIFS CENTER IATE DETAILS HV SHEET 8 STAINLESS STEEL SCREMS WITH 135.0 ke.YIELD STRENGTH AND 180 Tai TENSILE 5TREKRH.PINS SHALL BE COATED WITH BERTHA HN DACROSHITLD COATING SYSTEM AS MANUFACTURED BY APPROVED CFNTERMAIE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST PEM 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 6063-7TI ALLOY S 30.0 kei AND 35.7 ki FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 IMI 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 kti MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE( &m WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S PATENT 16'779,5!!2 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PARI BY US.PATENT15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 1B METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE Fal ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RA1N 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 CFNTE MATES AND ENGAGE OR LOCK ALL HV AND ID LOCKS. AREA 4. HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTUREYS 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 STUD WAILS SHEET 20 PLACE)FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTH 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 15 APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENG04EER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BIASED ON TAUS P.ED.T PROVIDED HEJsHE DOES NOT-W MTE-FROM -THIS-DRAWING-SHALL ONL-Y=BE-USED T0= - THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY AT SITE IS THE COMRACTOWS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.F.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - - - __(d)-SITE SPECRFlC PRO.IDCTS SHALL UE PREPARED-Elf A'FIDRIDA REGISTERED-,ENGINEER-OR ARCHITECT WHICH WILL BECOME EHE-ENGINET3t-OF-RECORD-(EO_R.)-FOR=TINE-PROJECT-AlRD-WHO-VIILL BE-.= - ---_--- - -- ---- '-- - - - _ ---RESPONSIBLE FOR-THE PROPER-USE OF`THE-P.ED.-ENGINEER OF-RECORD.-ACTING-AS-AL ER DELEGATED-ENGINE -TO-THE- ENGINEER-SHALL-SUBMIT TO 7HIS-UTTER-THE SITE-SPEClnC DRAWINGS-EOR- -_------ -_-- _ --_------ - ---- REVIEW. - ------- - -- (e)ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ___-_-_ ------- ---------� ---- u ------------ - --------- - - ------- - --------- -- ------- -FLORI6A-BUIIDING-CODE(Non_High Velocity Hurricane one) _ ``=`A�1ER A.]%7/iA ®2015 EASTERN METAL SUPPLY,INC. ERT A N TM i L E C O- fN A■S■S■A■ Accordion Shutter System Vit; o: N e RV MADE#1 W/OR W/O KV WINDOW MADE American Shutter Systems GX M DESMFTM DATE DRAWN BY. uL TIL IT TESTING & ENGINEERING COMPANY �•• TE '? ASEOCtOttOn� Inc. t OLD 11-192 4/13 f5 DATC 4/13/15 ••. A OF_,..•; tasl N.W.36Th. 5)St.377.AnACnn,A rr+ImEla.FLaRDA 371 's Pho ro:(305)671-1530.Fw:(305)871-1531 4268 Westroads Drive = DRAWING No '.��,tS1s�D•, G�a��p`` e-mo® oft •cam West Polm Beach, FL 33407 3 �i NAL EN AA WALTER A A TIUJr.P.E.-10006719 �"�BJ A7AlpM 111tYA FLORIDA Uc 1 44167 7 SHEET P.E. SEAL �N�TURE/DATE 6 1 . OF 20 - ay FOR tlMW MADE® O � VARIES 1.978• 1.491' -40 -- 4.371 4• 4385' m, i 4.857" 4• (j)HV SOLID BLADE 3O HV UNIVERSAL FLOATER '75 m 6 O5 HV 90•f180' STARTER COVERED UNDER US PATENT # 5456179 ° QUALIFIED FOR USE W/ QUALIFTED FOR USE W/ HV BLADE 1D ®HV DIRECT MOUNT HV BLADE(J) HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 2 ON SHEET 19 BLADE *SEE LIMITATIONS OF USE OF BLADE ® 3.2 " 1.500' 6063-T6 ALLOY AND TEMPER 1 .124' - - 6063-T6 ALLOY AND TEMPER 70 56. 670- 2226' c 2 o BL2 b 0 N • 4.697' O 815' .092' O HV ADJ. ADAPTER W/LIP 4.138' 12• ,mss• D.72' 0.079" .820 3. 6- QUALIFIED FOR USE'N/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADEQ1 QUALIFIED FOR.%E E w/ Hv U9 HV TREHC 3.750• 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY TEMPER BLADE QONLY. � HV RAINGUARD BLADE� 6063-T6 ALLAY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY AND TEMPER v/�� 1' 7.915• c 1.938' BLADE 1 Max. VARIES 1.938' 6063-T6 ALLOY D TEMPER M1- 01 0 1.917' .083• 0 0 083 083" � o .083" � .093' 100' o .060' n m Aho' m in 670 a �+„ .93' 49'`o -1160' .060. - - 6 v m `• 0.4\4 670 ep 670 1.686' 3.529' 87 o O' 11 HV CEILING HEADER jQ HV HEADIER/SILL t3 HD CEILING NEADERal Q FlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED0633-T6 USE oY AND BLADE ONLY QUALIFIED FOR USE W/ W BLADE tO - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VAUDTTY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER T1 r COMPONENT A. B TI T2 X Y t X MN Y AQ7.t 2' 2' 0.125• 8==4 8= ---- -----_ - -- _-3.-_3'-0:090'------------ ---- -- -- t8 2 5'MAk 0.192' 0192 X 1 SIDE ANGLES POSTS --- ' _-- - -- - - -- -- ALUMINUM==ANGLES--- - --19 -2 s 7•�MAX. 0.190' 0190- -- -- CORNER _-- _-- _ -- ___-- --- -- -- -OUALIFIED_EOR_USE-W/-HV --- -- �- -- QUAUF.IED-EOR_USE_W/_HV _ - ---- - BLADE 01 QUALIFIED F0�USE W/ HV BLADE U1 6063-T6 ALLOY AND TEMPER BIADE 1 ONLY. ® 2' 5"MAX. 0.139' 0.737' 60fi3-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ----- --- - �_----- ----_- ------_---=---- ---=--- --- -- .- --- --- ---- - ---- --- -FLORIDA_BUILDING CODE•(I o_n_High-Velocity_Hurr.icane-Zone ---_- 0 2015 EASTERN METAL SUPPLY, INC. , BERTHA H TM Q. �rvENSF A S S A Accordion Shutter System ■ 1 L ECO N C- ■ ■ ■ HAV•BLAE X11 W/OR W/O KV.WIMIN BLADE ' / •:*= American Shutter Systems RLV.Ift D13CRIP11011 DATE DRAWN BY: MA- * TILLIT TESTING & ENGINEERING COMPANY A1saOCIOtIOnx Inc, t OLD 11-192 4/13/15 010E 4/13/15 STATE Of 44 r e>sa Kw.swn St.m"-1WS�53.F u:(30518,FLOWA At Phone:(305)871-1530.Fax:(303)871-1531 4268 Weslroods Drive z DRAWING No i�i,'O�:•,FLORtd �?�� 4 il:51t..C..w West Palm Beach, FL 33407 s 15-085 �''' SSl NA1 a�`�� w��u s 4i, E 5 SHEET P.E. S�Ad1I4'16iA TRE/DATE 6 2 OF 20 4.660" .929" t 4"-20a1/Y 1 4-20 CAST 4.576• 4 •2.293" • +.j mmNry �\ 'm HOU•SING E NAMEL4o SSM.S. 14•-� 2.29J" .745' CAST MUSING ENAMEL NTED TU RND m KNOB. 875' - —0 .310 BRASS CYLINDER BRASS CAINDER 0.21% /'g4'� _ �Y • ��(DROME (CHROME ) 0 HV CENTERMATE ° 1.Jzs " - g ® HV LOCK ® HV EGRESS QUALIFIED FOR USE W/ HV BLADE 1O&®ONLY 1F�1 o' s.Dzs' a 5" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER OU ED FOR USE W/ HV BLADE 1 & ONLY BLADE(71 & ®ONLY- BLADE 10&®ONLY. 6063-76 ALLOY AND TEMPER 2 D."O. 0 AUFIED FOR USE W/ FIV BLADE 1 ONLY 250te' 16• 2.874" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD tD 1.756" 922' 4. SCR 2" MOLDS x EW r �( 2.079" 1.753• 0 ,360•AFTER RIVETING 5- ~ -�' n BEFORE RNEnNG a r rc r 1/4"P-•-2O X 3/4" I4">6-20 RIVNUT* wr S.S. THUMBSCREW N S1RffiS 9144 ALLDOINM(2024-73/MLDY)LARGE FIANCE YFDN 822• TEMIXiNPPAR9PPE18;NEW dD 070540 • OR EQUAL PLAN FRONT ELEVATION ® HV MALE "T" LOCK CENTERMAX 4.566" LOCK ® HV ALTERNATIVE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADE )ONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FO USE w/ FN QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W HV BLADE ONLY GLADE 1 ONLY. 6FOR U ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' W/HV BLADE�1 ONLY. 1.917 1- 7• 3.161 3 "om1 "332D THUMBTURN 3. CYLINDER OR .214" '� .062• KEY CYLINDER 214• .545• ^m � o ^ r • ^ 0.875'Min. 1 .125'Max. 3© D E R 0 ® E C G OD m ^ oo m 0 0 QUALIFIED FOR USE W/ HV BLADE(q&& A QUALIFIED FOR USE W/ HV BLADE 1 & A HD .S 1104" 6063-T6 ALLOY AND TEMPER INSgRT 6063-T6 ALLOY AND TEMPER vArGEs t2"MIH. QUALIFIED FOR USE W/ HV BLADE(g&& 0 1/4 N10 S.S.OR 3/6•0-16 1130, 6083-T6 ALLOY AND TEMPER 7HUM81URN ACETAL=MUMBSCREINS. - ___ __ _ _ _ 11/2" CYLINDER (� _ _ _ _ _ — KEY CYUNDER -- m LOCKING ROD ® HD LOCK _ QUALIFIED FOR USE W/'HV-BLADEQ7- - --- -- - - --"---- -- - - - - HV-1- 4M-(b-20-AIS 304- - -- -- By REG�'-HARDWARE_MDRTISE LO(:KS SERIES.-2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER © IHV 3f8 A-16 ACETAL QUALIFIED FOR USE W/ HV B1ADE(1 & A S INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREW$ ERIE S$ THUMBSCREWS - --DRILLED AT-TRACKS FOR-PROPER-EMBEDMENT- - --QUALIFIED_ N 1 U .BLADE 1O QUALIFIED FOR USE W/ HV BLADE(� FLORIDA BUILDING CODE(Mon High velocity Hurricane Zone __ ````��......4... ✓''i, - - -- --- - - - --®2016-EASTERN-METAL SUPPLY,INC. B RMA NVTM IL E C O �Nt. A■S■S■A■ Accordion Shutter System H.V.BLADE#1 WY/OR W/O IHV.MRADDW BADE •¢ American Shutter Systems DESC3®RON DATE DRAWN BY. ML a TILIJT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 w1E: 4/13/15 p tris N.W.367).St„St..306,w1GG6A GARGM.nalm\331 4268 Westroods Drive 2 Phene:(305)671-1530.Fox:(305)871-1531 DRAWING No ••.••.•.. �` '�t10.tilmoacal.c" West Palm Beach, FL 33407 3 �FSSIONA ti 4 15-085 AAAIAIIIIIIIIIII\\\\\` WALTER A TRLR Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA uc.B'4167 6 5 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 /8"0 12"MI CETO SLADE X625 10 W BLADE 1 1A 1875' ® FN BLADE to t W WINDOWB1aBE aeas' 0675 .4625 ' 3 ® WS HV LONG RECESSED NYLON BUSHING I BlUCKLE '0 OPEMN 0825 •1�5' Y n KNUCKLE0.0625' ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 0 OR ® �"+ FUT B RIION roB Rt� ® 'HV WHEEL CARRIAGE AISI 302-303 SERIES 4 /n. X 0.870"0/16'THICK NYLON WHEEL 3 j I @ c1 2 7/8-Mn. W WINDOW 0.188'0 AST 302 SERIES S.S. RIVETS 3150 SEPA�ON D7. BETWEEN .0025 03.7500' ® HV 1 3/4"ACCORDION PIN W/ J8 HEAD * EXTERIOR i __j b OPENS N s s/a• 0625' 7�i 5Tx npN r-r ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD K 41 " 0 4 S^� z 1/4 ® CLEAR IT POLYCARBONATE IMPACT RESISTANT HV WINDOW i ' B� TYPICAL HV WINDOW BLADE AND. POLYCARBONATE HV WINDOW DETAIL OOR ® I (( 4 or ®3 '' ® I ' N.T.S. kE0U1FEYENIS) OOR ® I >Ic POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1t KNUCKLE FORx I tro SLADE ZA ME INNOVATIVE PIASTICZED GRADE LEXAN 1030R SABIC tV PIN REQUIREMENTS AT MERIOR RESIN 1Hyo)w Q OR ® I (SEE NOTE 'F' ON SHEET 19). I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR OR i POLYCARBONATE SOURCES FOR ri ® i ' EXTERIOR HV BLADE. iCAL SHUTTER ASSEMBLY „� ,� � (2) FIV PIN ® MAY BE USED IN UEU OF®AND ONLY AT PIN®EXTT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324• BLADE,,S KNU rKoa Spa=awltt `S'M oTae 40i31°/'" °0�70t BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. REQUIREMENTS) l 'OT14'P"r Q 1IXSAE Nm SIRFN6T1 ASIV D333 9A3a"J• 9500 as: nEXUPAL STRENGTH AT YIELD AM DM 12590 w 13,409 Pel (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O ` j njoam i.UMULUS AM W90 S40AM Pal 315,040 wE -- _SHALL-BE_USED._FOR_DIRECT-MOUNT_INSTALLATION PER DETAIL X. e� e ! SHEET ® -- -- — — — - - — -- -- --i - I NOTa®GOLD ASTM 02% ,A Fr-ro! 17 Fr-ml- - -- --- gWHEEL CARRIAGE DETAIL SMOKEDENSTn ASTM D2813 472; " :UM PAW a 13LVN 6 ASTM Dau c-1 aJss o-1 CLASS N.T.S. 5111' ASM ASTM DID 1010 ASSEMBLY LAYOUTF 930'F -1EN9E-SRRENGM AFIFN WE-MMM_ ___AS7Y_338_____ .9302,ps1._ M HV BLADE SOLID & NV WLNDOW-BLADE -DETAILS- — --E}�E.SIRES Namaallo--=ASIY_633= _ '-"". _ _eae0 -- --- ------- -- - _ _ ---------= - _ FLORIDA BUILDING CODE(Non Nigh Velocity urricane ne A. -' --0-2015-EASTERN L METASUPPLY,-NC..— -- – /70 BERTHA H TM 1 L E C �.�. AS ■ Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WNDON BLADE ■ ■S■A American Shutter Systems LEV.tk DESRStOTDN DATE DRAWN BY: W.L. TILLIT TESTING do ENGINEERING COMPANY o; ,TATE OF :'*c 6155 N.N.36M,SL,STe.305,Nrrco3A F,WXNr•FLDRICA 3316f Association. Inc. 1 OLD 11-192 4 13 15 DATE 4/13/15 Phone-(305)871-1570.Fax:(305)871_1571 4268 Westroads Drive z DRAWING No 4a" QAIDP •-..a DTt3c90"GI<om West Palm Beach, FL 33407 3 s•'•' ON EB-0009719 15-085 /A NAL••....ON 0`` WALTER A. E.MW Jr.P. 4 P.E. 9W@lid%RE/DATE �OI�A U./44167 5 SHEET 6 4 OF 20 ®•®� ��� �'®m *NOTES ON HV LOCKS AND CENTERMATES: (gl> Otp> C D 9 = u K s i u 1•YANa7DRt CONDITION it:ONE FIV LOCK or®SHALL BE USm AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF40W ][2 OF SHUTTER SPAN FOR SPANS UP TO 105"./WD FOR 1NSfAL1.�T10NS�IT ANY L4=1 n/ I I I I n I ELEVATION. HV LOCK f29 or Qat MAY BE USED AS AN INSIDE OR OUTSIDE LDCK•ATTACHED TO�1 ORSIO CENTERMATES W/(6, 1/4'0-20 x 1/2"LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O aOa s TYPICAL SHUTTEhR ATION. 2.OEDM WOMPU ft IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ©a LOCKS OR qq MY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE- LOCATION BOVELOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �— 3. OFTIONAL CONDITION #2 ONP ONLY WHEN MANRMRY CONDITION#11 OR LIMITM MANDAMMI!CONDITION 4 96 USED02 IS USED W/TWO HV LOI LOCKING RODS ARE NOT REQUIRED AT�URRICANE POSITION, BUT MAY - .e BE USIF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). _ 4.MANDA CONDITION ft ONE HV LOCK® 0 S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. FIV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED 1B 1�CORNER CENIF72MATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S.MS TWO LOCKING RODS AT TOP Gc BO OM SHALL BE USED. LOCATION OF LOCK SWLLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. u i*k j b§'4 6 S. $w4 • ONE ALTERNATE HV LOCK eg MAY BE USED M LIEU OF HV LOCK or FOR ANY SPAN AND O � W IKONS AT ANY ELFMDON.ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LACK.ATTACHMENT OF 1/4'0-204/4'S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/1/4'0-20X3/4'ALM. R1VNUi AS SHOWN ON SECTION FIVE•SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 C3Bg LOCKS AT 1/3 OF SHUTTER SPAN. ® g, u�Mnam2. CONDITION ja FOR KEYSTONE YOL?mNG fFLSTALA710NS. ONE FIV LACK® or®or®SHALL BE USW AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR W ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 88',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK®or 0 or®MAY BE USED AS AN INSIDE OR I Ir OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. COSEENJECRION OR®CATION OF BOTTOM HALL MPIETELIN MANDATORY.BE AS INDICATED ON BOTTOM SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ DETAILS ON DF E N i J K L P G R V M X SHEETS 10 k 18'.n FULL I' *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1. CENTERMATE ONE ALTERNATE W'T'LOCK 0 MAY BEI D IN LIEU OF HV LACKS OR FOR ANY SPAN AND ©al®°A '�°a®x'10 '®°A IRSTALLATIO AT ANY ELEVATION.ALT TE LOCK�,.L�EWY BE USED AS AN INSIDE OR C (DE LACK. ATTACHMENT 10`® Q•® © ® OF LOCK INCLUDES USING REIN.FOR® LOCKEft-�7 AS SHOWN ON SECTION ENG, SHEET 9,WHICH MUST BE a ur, ♦ on CONNECTED TO CENTERMATES®AND W/ 1/4'0_-20 x 1 1/2•LONG S.S.THREADED BOLT W/7/870 x 3/32' WINGNUT OR©'O'©"'©` 7O♦®°" MAXIMUM ABOVE D4 BELOW IMIDSPAN. USE OF TWO LOCKING DS OL TOP AND BOTOM IS MANDATORY. CK MAY BE INSTALLED AT MIDSPAN OR 12• ®•®a 1�9•QatB•®Sa+1�*® *NO 0 ES: 1, : ONE ALTERNATE HO LOCI(®MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATIONW La OR FOR ANY SPAN AND INSTALLATIONS AT ANY U VATION.ALTERNATE HD LOCK AMY BE USED --- - - - -- - LOCK.ATTACHMENT OF HD LOCK IN 3 x 3 _ - -- _ ---- ---- - -- -- _ _AS AN INSIDE OR OUTSIDE W W/ /8 _ /0'F.H.SS.NS.,AND INCW06 - - _---_ N.T.S. --. - - _-_ -__-__ ---RswoRCEMLM INSERT_®:AS.-SHOWN ON_SECTIONS_HOB= -AND=HDC-HVp•_SHEET 10.LOCK-MAY-BE INSTALLS AT-- MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKRG RODS 6 COWFLI:IELY OPTIONAL FLORIDA BUI on i h elocity Hurricane one ```��•����R A.T!(�T,� ®2015 EASTERN METAL SUPPLY.INC. ENSF:'�-,,; BERTHA HVTM IL EA■S■S■A CO �Nc. ■ KvAccrd�o�n�hIM ntferNDos�Iem _ TIWT TESTING a� ENGINEERING COMPANY ARIeT{CCTI SAM butter Systems DE UTION DATE DRAWN BY, Mi- STATE OF 'Q` 6377 N.p.36th.52.Ste.307.WIGNIA GAimENs,.—ail ASSOCTdtiOflr Inc. t OLD 11-192 4/13 15 DA7E 4/13/15 9 4268 Westroods Drive s Phone:(395)871-1530.Fox:(305)871-1511 DRAWING No �i,,���:•. Rl r\`J``�� a .ih.titeeoOGol.eom West Palm Beach, FL 33407 s ��''�isS�ONALti��.•`°� WAUE®A�TLLMTtJ'.P.E . 15-085 P.E. SEAJC t3k11�URE/DATE �0i21DA 6 441676 SH OF 2