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iNiana.w •1 f.IT '�� ,-,Business & Professional Regulation BCIS Home I Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map Unks Search Florida i Product Approval I USER:Public Userid I, � U =p 44, i Product Approval Menu>Product or Application Search>Application List>Application Detail i I' FL# FL389-R8 I Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ I i. Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33401 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com r Technical Representative i Address/Phone/Email ! t' Quality Assurance Representative Address/Phone/Email Srrl, i Category tters Subcategory ordio I' Compliance Method Evaluation Report from aFloe rdrida Registered';Architect or a Licensed Florida Professional Enginer {I Evaluation Report-Hacopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report I„ 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 ! Validation Checklist-Hardcopy'Received Certificate of Independence FL389 R8 COI HV ACCORDION CI INONHVHZ.pdf Referenced Standard and Year(of Standard) Standard ! Year ASTM E-1886 �; 2005 ASTM E-1996 I 2005 ASTM E-330 II• 2002 TAS 201,202,203 1994 I. P Equivalence of Product Standards I Certified By I i, Sections from the Code I P I' i - li Product Approval Method Method 1 Option D i t ` Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Date Revised 09/18/2017 i i' Summary of Products I ' 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'IThird 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 PER DRWG 15-086 pdf 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 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 I et 5 for other pans-and-ASC 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 InstructiAI. ons Approved for use in HVHZ:No FL389 RS II S.S.A.INC. DRWG.15-085.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf ' p.s.f negative ASD load depending on centermates and Created by Independent,Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64,- 72 p.s.f.load for HV blade for Keystone mountings 7'-0"for j I +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 I and pressures. - I I. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.pdf 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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE IA.S.S.AANC. 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 i 12,25 and 28 respectively i I Back Next i' f Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I I- 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 emalls provided may beusedfor official communication with the licensee.However email addresses am 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 fig-m. Product Approval Accepts: ®P.7-- ® E M I ' • I, I, I GENERAL NOTES: 1.BERM H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) IVIS 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. G• DESIGN WAND 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 LION 1-rENTS BE INSTALLED WITH A DIRECIIONOLITY FACTOR Kd=0.65,USING ASCE 7-10 AND SHALL 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: FN BLADES M& I)A BY MULTIPLYING THETA BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.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 P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WAND DURATION FACTOR CD-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 VEPoFTED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABODE MENTIONED CODE AS PER 7YPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: • TYPICAL WINDOW B1ADE&WINDOW DETAIL -HV GLADE G) /0214.01-03.#0715.01-0.3,+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 ASTM E-1886 AREA-2@ HV BLADE n AND HN WINDOW BLADE 6Al AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&07220.01-10 AS PER TAS 201,203&203 PROTOCOLS DIRGE MISSILE WERE PLI(O -FN WINDOW BLADE O/0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1.2.3)a4SC 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 W WINDOW BLADE 0 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, C.ONCREIE/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 CITITERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.D WT YIELD STRENGTH AND 180 WL TENSILE STRENGTH.PINS SFWED!BE COATWITH BERTHA FN DACROSHIELD COATING SYSTEM AS MANUFACTURED Bf APPROVED CQNTERMAIE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV 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-TIS ALLOY IS 30.0W AND 35.7 6i FOR ETD CONNECTION DETAILS 1-6,CON(X2ETE/BLOCK SHEET 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Ami MIN.YIELD STRENGTH AND 90 WI MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BURRING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 WI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.AIV DUDE Q: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE ID&�) WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 IND CONNECTION DETAILS 7-12 &X.WOOD SHEET 16 LL THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATEN r6'779.562.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART Bf U.S PATENT J5'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. . AREA 3; FN VANDOW BLADE Nab ONLY 9.R SWILL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED m INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN•THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL.SHUTTER ELEVATION SHEET 19 10 EACH CHaUNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE AND ENGAGE OR LOCK ALL HV AND IID LOCKS. WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HDCENTAREA 4: FLN WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA 13UILDNO CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WAFT SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING MID ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PE M11 IS APPLIED TO. •13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UF'E Si1F'ET1'OF THIS PRODUCT•-BASED-ON THIS-P.ED.,-PROVIDED-HE/SLHE-DOES-NOT-MMTE-FROM- THIS-DRAWING-SHALL-ONLY-BE-USED TO---- THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (p)THIS P.ED.WILL BE CONSIDERED IWALID IF ALTERED BY ANY MEANS. _(d)-SINE SPECIFIC PkO II 8 STALL BE-PREPARED-Bf-A.FLORIDA REGISTERED-ENGINEER OR-ARCHITECT-WHICH-WILL BECOME-THE-ENGINEER-OF-RECORO-(EO.R.)-FOR-THE-PROJECT-AND WHO_WILL.BE-_ RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE-STrE SPECIFIC=O_RAWLNGS_FOR -- REVIEW. FLORIDA ��f�.M[ - (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione ``\``=`A�•� ... A. BERTHA H TM 1 L E C O N�. A■S■�,A. Accordion Shutter System It o R Liv RAM#T W/OR W/o KV WWW W aAM Shutter Systems L DISCMPFM DATE DRAYM BY: M �y�ATE Ass TIWT TESTING & ENGINEERING COMPANY oclallon, Inc. 1 OLIO 11 192 y13 1s DATE 4/13/15 per, F OF,..•; e331 N.W.Sem.S1..see.3D3.VIRDIEDA GkRDM FLOM 33161!Phone:(3119)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No LS '•. �.��� rma0:tw_a Oad.com West Palm Beach, FL 33407 3 ED-ODD0719 ,,,,sip G��`,�•� 4 15=085 WALTER A TILIT Jr.RE P.E. FU.p 44167 SEA�NRRIOA U L NrA�URE/DATE 6 SHFI. OF 20 . . 3Y FaR nmaR aAOE® �B H VARIES 1.91e' 1.491' a ' 494• � $ .O9 c� in m 0 4.371 4• e 4.65Y 4• ' m � *• 1 HV SOUD BLADE HV UNIVERSAL FLOATER 375 . OS HV 90'f t 80• $TARTER O COVERED UNDER US PATENT j5458179 SO B QUALIFIED FOR USE W/ HV BLADE 4 ICE AOR USE W/ TD 1� HV WINDOW BLADEe 6005-TS ALLOY AND TEMPER OQUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE NO 37' 6063-T6 ALLOY AND TEMPER 3.226 1.500• 6063-T6 ALLOY A TEMPER :37 085' r6�. § 2.670' .556' in (T7'P-) a 670• 2426' •994' 7z c 842 Nj 4.897• ?7 Q .815• .092' n O7 HV ADJ. ADAPTER X(/LIP 8 4438• 1 '375" °' 2' 3. 6' °'07 X(/LIPOUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK .920 BLADED QUALIFIED FOR U E W HV @)14V TRENCH TRACK 3,750" ©NV AlJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER / BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER BLADE Q ONLY. HV RAINGUARD BLADE N6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY A D TEMPER 1,938• BLADES 1.915' 0 6063-T6 ALLOYD TEMPER VARIES 1.938' 1.917• o � 083 08J' m .093' .093. -.093- 670 093' � �,JVARIES • NIn670570 1.686' 670 o - p• 11 HV CEILING HEADER 1 HV HEAD/ER/SILL O 13 HD CEILING HEADERAILL QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIEDo633RT6SALLOY AND BLADEEMR1 ONLY QU61JFIED FOR USE W/ HV BLADE1O �3 HD WALL HUD R151 SEE SECTIONS FOR VALIDIM7 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 YCOMPONENT A B . T1 T2 X Y t %-NM71t _ - ---- _f' 1• 0.082' 2' 2' 0.125• 16 2• 5'MAS(. 0.192' 0.192'SIDE ANGLES - -_ CORNER POSTS --QUALIFIED_FOR_USEW/ HV _- ALUMINUM-ALES ---- -Ts-- -zs' T_MAx O.t9o' O.f9o' - --- BLADEQI OUALIFlED FO�USE W/ HV - - -- --- UALIFIED�FIDRBLADEUt-USE-W/ ---- —- - - -. 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 2• 5'MAX. 0.139• 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High VelocityHurricane tone -- ®2015 EASTERN METAL SUPPLY. INC. \•���P'T�L(�T✓•'''% BERTHA HVTM cEflse A .S.S.A. Accordion Shutter System Itv MADE#t w/oQ w/o I{v VNPOONV BLADE *= American Shutter Systems tEV.K. DrsaoPTM BATE DRAIN W' M.L TILIIT TESTING do ENGINEERING COMPANY AQsoclOtlon, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF w` aJ63 ItN.36th.St,5N.JOS.VRW4A DNWIM.rtDIRH 331614268 Weatroads Drive 2 Phone:(305)671-1530.Fax:(305)871-1531 DRAWING No '.y0,�•.FLORtO . ���� ®� � West Palm Beach, FL 33407 3 15-085 NA1 �\` WALTERA.u f;+,ei 3 SHEET P.E. S�ANJ�iFICLf�l4'I'��E/DATE 6 2 OF 20 4.660' .9 9' 4.576* 2-20' 1 �'-20x1/2' 1 P-20 CAST 4 x-�'� 0.33.1' B c& BAKED PNNIED 1 4•-20 745' E MT 2. J' o S .m r (2 TwJ HOLRTIO ENANLL c 0. ry m BAKED PANTED \ o •O TURN m W m aloe. 0 062. m o n r .875' 1.725' .318 BRASS CYUNOER BRASS CVUNDER O.q;, ° 51• - - + h NETS(OMME (OWME PLATED) KAM HV CENTERMATE �� axs rMY LOCK) QUALIFIED FOR USE W/HV BLADEQ&®ONLY �2 E v ^- ® ® NV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUANi]1FflIED FOR USE W/ HV BLADE 1 & ONLY 3.023' e7' gUALIFlED FOR USE W/ HV QUAILI ED FOR USE W/ HV 6063-TB ALLOY AND TEMPER OVA BLADE Q& ®ONLY- BLADE Q& (9 ONLY- 6063-TO JFIED FOR USE W/ HV BLADE 1 ONLY •a'D' 16' 2 4' 6063-T6 ALLOY AND TEMPER P[Asnc HEM 16' 1.756' 922' 4.015' 2• MOWEDCREW R m 2.079' 1.757' i° .360"AFTER RIVETING t 0 06M1 of 9 °� n 1�4"�-2D S X�3�4' BEFORE RNEIING °°� - n s rc S.S. THUMBSCREW 1/4"o-20 RIVNUT* SRIES 94"ALUIMM(2024-13 ALLOY)IMEE FLANGE THIN w u SHIT NURFFT.PART/OM AS MINUFMOAtFD B/AWEL m CHERRY TWORN,PARWPW..NEW JEW 07054 OR EQUAL. WAN FRONT IJEJAwN ® HV MALE "T" LOCK CENTERM TE 566' © LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR USE W/ FN BLADE 1QONLY ® LtV FEMALE "T LOCK CENTERMATE ® � "T LOCK ® ALTERNAUSE TIVE LHV OCK 6063-T6 ALLOY AND TEMPER gUAUFIED FOR USE W/ HV BLADE(]ONLY QUALIFIED FOR USE QUAU BELADE�1 ONLY./ QUALIFIED FOR USE W/ HV BLADE 1QONLY 8063-T6 ALLOY AND TEMPER- 6063-T6 BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 1.917 a 1' 3.161 - 8f .° ' D An _lam 37 CYLJNOER OR 063' •OW KEY CYLINDER V. .214' •; .062- .545' -m R ~ r 0.875'MiO. 0o N o 1 .125'Max. 3© D R O ® E G m e ° 0 6 QUALIFIED FOR USE W/ HV BLADE T & A 1 QUALIFIED FOR USE W/ HV BLADE &UA BBC 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER HD ' VARIES, 12- N. QUALIFIED FOR USE W/ HV BLADE 1 & 10 �1/4"� /e•A-te1.130' 6063-T6 ALLOY/2ND TEMPER CYLIND RRN t1 2 THUNKE — OR KEY .-^. • 1.78 Mox. ®SID LOCK ---- - --— QUALIFIED FOR USE W/ HV_BLADEQI - w - HV I 4' m-2O AIS -304 -- - -By RECENF_HARDWAREMORTISE LOCKS-SERQS'2333°HOOK BOLT LOCK.----_ -_- !� 6063-76 ALLOY AND TEMPER ® HV 3f8 –16 ACETAL FRIES S.S. QUALIFIED FOR USE W/ H1V BLADE & A 0 15 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS STHUMBSGREWS DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED Fqtj%0V1W1,JJV BLADE Q1 QUALIFIED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CODE Non High Velocity hurricane Zone ,`—VOx:..L•. ✓9 X04 - -- - - ®2015 EASTERN METAL-SUPPLY.INC. - Q�:�cENSF'• BERTHA HVTM = IL E C O INC. A.S■S■A■ Accordion Shutter System • � >tv RADE#t w/OR w/o Kv IMNDOW MADE Shutter Systems REV.Ift DESCRIPRON DATE DRAWN SP MA. TIWTTESnNG & ENGINEERING COMPANY $ AssOCIOtIOFI. Inc. t OLD T I-t92 4/13/15 IMI: 4/13/15 'o'• Q :'C� wss N.W.36th.sT, s1..153 v.CMMFox:(305).11 153 311 .--F•✓: Phone:(305)871-1530.Fox;(SOS)871-1531 4268 Westroads Drive z DRAWING No AF'••.....••'�C� ��� e- 0.Ulteco0ool.ca0 West Palm Beach, FL 33407 3 %,Ss1oNA� EB-000°719 4 15-085 1111111111111111\7\\ WA 11. f Jr.67P. 6 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA� uc. 44167 B 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 ® 3/8_0 12"TO � IP _ 10 HV BLADE 1 / i to .1975", 1d_SF. j I HV WINDOW BLADE .Oers• •O�s .o9zs• ® W BLADE 1A \ ® i BLUE'S •0 oPEwN1Tns• Y HV LONG RECESSED NYLON BUSHING n KNUCKLE .0625'C,"" ® g p 4a a 3 (n'P) o Y O.as s' HV SHORT RECESSED NYLON BUSHING ® FIV NYLON HAT WASHER DOR ® h r Fur a Rnon Rt f// sa" u. ® 'HV WHEEL CARRIAGE AISI 302-303 SERIES I L N 4'7. 4 ! 44 �/oz.7 X 0.870"x3/16'THICK NYLON WHEEL 3 I I ® '� a z 7/9"MSL HV WINDOW 0.188'0 AISI 302 SERIES S.S. RNEfS I-, 3150 SEPARATION °J' 037500• BEEN .Dazs' 0625• ® HV 1 3/4"ACCORDION PIN W/ 8 HEAD * EXTERIOR 1 o BLADE OPENINGS - N CI INTERS 5 3/4• 0N _ ® iN ? 3/4" ACCORDION PIN W/#8 HEAD * 41 4 o I4 ^ Fl/4 m ® POLYCARBONATE IMPACT RESISTANT W WINDOW 1 ITTTwrsEN TYPICAL HV WINDOW BLADE & AND POLYCARBONATE HV WINDOW DETAIL DOR ® 4 or ®3 N.T.S. (SEE NOTE FO ..IREMENTS) I DOR (a , *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 7lEY I iTO MMADE ME INNOVATNE PLASTIC LE(AN 103 RESIN PIN REOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (Sly NOTE "F" ON SHEET 19). DOR o � (1) HV PIN ® SHALL ALWAYS DE USED AT ALL EXTERIOR ® Nab ! � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ! j EXTERIOR POLYCARBONATE SOURCES FOR HV BLADE. ' ® TYPICAL SHUTTER ASSEMBLY AP"' ` Trwna PROf4RT165 sTNaW .6a m.o.rr (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT — "y FIN®Ezr tOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ¢0.324• IOL-AWSs e ;FOKILER �OwtVITY ASTM Ores Dade ro/I" 0047 wt• BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. .r O 3 T REQUIREMENTS) MRSILE MOD sT1104111 Asry Dam 0Aw ai1 9.500 A"1 f E MPJL ST DVM A MD ASTM DE00 12im W. 13.100 P.vl (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O + !jl niomIA1110dwus AS,Mum 310A PLL 34SAWo-al. SHALL_BE_USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. -- - SHEET ® - -— -- -- --- i ! i I ----- ualcxTD Tmn — Am ms6 19 Fr_m!— n Fr-mom- --- WHEEL CARRIAGE DETAIL sMOW DEN= ASTM D2W 472 X 6`5 x Ma ASSEMBLY LAYOUT waE OF DURI16 10 ASTM 09 c-1 CLASS C-1 nus • N.T.S. SOr IDUTMN ASIM Dim 1010 T 080'F ASTM 0150 _1ENSAE'STPFN6TH-Am+WEAnOTW A4Y•06.. — 0307,pS1. __0510 P+l In HV BLADE SOLID & HV WINDOW BLADE DETAILS TOME S,MSSF1DWM"UDO 'D 'SIM Sol W. I "I N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \eR A. Tj�'��,, m 2015 EASTERN METAL SUPPLY.INC. /k N 1M I IL -co ,,..EA.S.S.A. Accordion Shutter System H.V.BLADE#1 W/OR W/O KV.WI=N MADE ? = American Shutter Systems IEV.W DESOTiRON DATE I DRAWN Br: M.L 7F TILLIT TESTING k ENGINEERING COMPANY Association. Inc. + olo 11-192 4/13/I5 DATE 4/13 15 ATF OF sass N.W.ara se R.305,a ,vONmn,s. o1e[N 3x10 O N> 4268 Westroods Drive z F' ORIDP P1wno:(JOS)-..a 3D.Fax:(305)871-1931 DRAWING No ,'',�fs, .. .• •,.``t``` -mo08-000o991.Com West Palm Beach, FL 33407 s 15-085 WALTER A TRNr Jr.P.E P.E. �` f611l1 l�URE/DATE F'°ROA V.111 44167 6 SHEET OF 20 ®•® �� *NOTES ON HV LOCKS AND CENTERMALES: s • c a ®= u N s T u ��01®.®�� 1.MANDATE) •L•ONE W LOCK 1&or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B;'LOW �2 OF SHUTTER SPAN FOR SPANS UP TO 105:AND FOR INSTALL.QTIONS6 ANY ELEVATION. FIV LOCK 12,�f or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES 1%(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON @aCa � TYPICAL SHUTTERR ELEVATION. li 2. •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W ©� LOCKS OR Y 8E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECIIDN OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS NDICATED ON TYPICAL SHUTTER ELEVATION. N 3. 012TIONAL 0ONDITION IVMID ONLY WHEN I"p=RY QONDITM#I OR LIMITED MANDATORY CONDITION II =2 IS USED WZM FEV.II LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 96m190 an ° 4 e. ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Ip OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). HS_ ff ,,____ 4.uAUO►7DRY COflORIOAI J•ONE HV LOCK® It BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. NV LOCK orSWLLL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED IBOP CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LANG FLAT HEAD S.S.M.S.TWO LOCKING ROTS AT TOP& OM SHALL MAXIS E USED. LOCATION OF LOCK SHALL BE AS M SHUTTER SPAN HALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2 ON TYPICAL SHUTTER.ELEVATION. o 5. . O $w Q 3F3 • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND 11 j Y� INST TIONS AT ANY ELEVATION.Al:ERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT z�� a OF 1/4'0-2Dx3/4'S.S.THUMBSCREW TO®OR®CENTIU MATES SHALL BE MADE W/ 1/4'0-20x3/4•ALUM. T i ffi �ba & $ RWNUT AS SHOWN ON SECTION FIVE, SH B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO l CSFB C LOCKS AT 1/3 OF SHUTTER SPAN. ® g, uAAm.Tnw CON1Yf11Mi�-t FDR KEYSTONE IIINHNG INSruLULONS:. ONE HV LOCK® or®or®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 W.AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-2D x 1/2'LONG FLAT HEAD S.S. SEE END _j MS'OR®L CATID 60 ON LOCK SHALL BE Ai INDICATEDD ORNI'TTYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECOMP DETAILS ON D F E N 1 J K SHEETS 10 h HOGM•FULL " *NOTES ON HV "T" LOCKS AND CENTERMAT S• OF CORNER 1 .SECOND ALTERNATE 70 HAMUM CONDITION#j VALJ13 ONLY FOR W „TIDED CENILKMATE � ONE ALTERNATE W'T'LOCK®MAY BEI DIN UEU OF FIV LOCKS OR FOR ANY SPAN AND ©°R®°A©•O7 aR®at0 INSTALLATION AT ANY ELEVATION. ALTERNATE IDCKY BE USED AS AN INSIDE OR AIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING RONFORCI LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE a t ♦ CONNECTED TO CENTERMATES®AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' MAXIMUM ABOVE D4BELOWIMIDSPAN. USE OF TWO' LOCI NG DS®TOP ANDCK MAYBBOTOM IS MANE INSTALLEDADATORY. 12' 8 8� 9• 3a1 5�+1 - - ---- - *NO 0 .__— __TYPICAL n FIV LOCKS OR FOR ANY SPAN AND INSTALLATIONS HV BLADE SHUTTER ELEVATION 1 .xS�' ONE ALTERNATE HD LDCK�MAYBE USED N LIEU OF K)NS Ai ANY ELEVATION.ALTERNATE HD LOCK®ANY 8E USED — - AS AN INSIDE OR OUTSIDE LOCK.AITACHIAENT Of HD LOCK TO IS W/3/8 z 3/e'F.H.SS.MS.,AND INCLUDES N.T.S:- - - — - —-- - . - - --- ---- --- ----- -- RE7NFORCGMENTINSQYT®'AS-'SHOWN ON SECfbNS-HD6- -AND-HDC-FIVC,-SHEET 10.LOCK MAY-.BE INSTALLED AT- -- MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIMAL- FLORIDA PTIONAL_F DA BUI on i h lVelocity urricane one ``��.•���R A: � ®2015 EASTERN A¢TAL SUPPLY,INC. _'� BERTHA HVTM ENS E FTZ7RCO AI.SI.SI.A. KvAcccord�on ShutterrSSysstt�eRAM m RA TIWT TESTING s ENGINEERING COMPANY American Shutter Systems DEScRrpnoY DATE DRAWN B* ML 'fl= STATE OF ? 6M N.W.36V,.SL,Ste.303.VJ1cTu GARDENS.FLORIDA 331Association, Inc. 1 OW 11-192 a/1�15 Dun a/13/Ts Phone:(305)871-1570.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ��i,��F•. fll .`•'�`J`���� a-map:b1tecoo°ol.com West Palm Beoch, FL 33407 3 p ���/SS�•..,..•t`G````� WALTER -MOO r19 P.E. { 15-085 FLORIDA D°.9 44167 s SHEET P.E. SFAt}a311RNI�tURE/DATE1 6 5 OF 2 NCRETE ANCHORS POURED CONCRETE POURED CPOURED ONCRETE -(SEE.SCHEDULE ON OR CONCRETE BLOCK ZN 4'0-20x3/4'S.S. CON'd ETE REQUIRED SHET 13) REQUIRED CONCRETE ANCHORS NE SCREWS REQUIRED _ PoN (SEE SCHEDULE ON /4--20 CONCRETE ANCHORS 1©18 (SEF uoufmNa®a+SHEET 7y SHEET 13) 9 12.O.C. (SEE SCHEDULE ON SHEET 13) i. . Min. 1/4.0-20x3/4'SS. hr- --- . ____ OR® _ --- O USING 1/4O-20 R�S E DA /2. S .250'Max. - - _ --�3 ^R 5 -_-- 13 • 0 1 .250'Max. D. 1 nkm Nax. LD•' � � OPTIONAL i i i i I .PTIONN_ " i' � Nft SeRaaION i m aAss(� 1 O9'.0 I I 1 OR ®* i SING - MIH.SEPARATION TO GLASS) ly(ISTINC ' a'9i I 1 �—(SEE SCHEDULE ON SHEET 11 GIAsf—i Nx SW i MIN.SEPARATION TO GLASS("(SLE EXISTING i SCHEDULE ON SHEET 11) I t G ASS—i ©HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION HV WALL-HEADER WALL-HEADERINSTALLATION + KEYSTONE CLASS G MIN.SEPARATION TO GLASS ' E%ISTING (SEE SCHEDULE ON SHEET If) 1 GlAss~ NOu SEPAM `N 1 OR ®♦ L` MM.SEPARATION TO GLASS `500auE aN 94A �i I i (SEE SCHEDULE ON SHEET 11) i H fat MME FORD rh i ON aid 18 FOR OPTIONAL ' MARS(DR QI) E EXISTING ___ . • - - E OPTIONAL i fl/4'Max. 13 OR Q E D.• 'i ii r �I /2' D." _ ' > __-_- 19 EQ 1 J r-- 13-@ 1, 2 ® -- - 1/4'0-20x3/4'S.S. Min PHILLIPS TRUSS HEAD TRUSS1/4"4120xD U HI PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHIRE SCREWS NCRETE ANCHORS 1 18 1• 1/4--20 NUTS O 12-O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12-O.C. (SEE SCHEDULE ON SHEET 13) Win• OR CONCRETE BLOCK POURED CONCRETE SHEET 13) POURED CONCRETE REQUIRED OR CONCRETE BLOCK CRETE ANCHORS WALL REQUIREDi0o_J�,V WA SILL I STA eT10N (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED-CONCRETE SHEET 14:L_ OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION -- NOTE FDEl CoMa�J°nDN OF SECTIONS, INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER - t _ __ _ _ ______ ASSEMBLY E D._LOGE DISTANCE ♦ SEE UM ATIONS OF USE FOR - - - "-"' ---- --- --- 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1 oN SHEET 19 HV� BLADE _ IN ANY WAY TO SUR ANY INSTALLATION. - - 1111111N FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. _ BERTHA HVTM = ECOin. A.S.S.A. KvSLAM A01W1ORR Shutter KV.WI ILNNDWRAM American Shutter Systems MV.w DESCRIPTION DATE DRAWN BY M L .O; TILUT TESTING a ENGINEERING COMPANY 9• $ OF Q` Association. Inc. 1 OLD 11-192 4 iJ/15 GATE: 4/13/15 O3a7 N.W.361A. 5)Ste.3W. . aQO:(305),f1 153 331 rA .'�` Ptwne:(305)871-1330.Fm:(305)871-1571 4268 Westroads Drive 2 DRAWING No �.��'F'Si••."'••"..���``�` a .D:.ab fts Qom West POIn1 Beach, FL 33407 3 15-085 70fVAL1EXtN1` WALTER A.TIUrT Jr.P.E. S SHEET P.E. SEAL f «�JATURE/DATE FLORIDA uo A 44161 s 6 0 0 i POU ED CONCRETE ANCHORS ,� ♦ 1 I 1rt1 E9ARA1Yx1 1 CONCRETE (SEE SCHEDULE ON SHEET 13) I 10 GIASS(SEE 1 1 OR ® EXISTING i I "' t- TO GLASS O REQUIRED Nra I i SIaE7 i I) I , EDGE OF II SI 0 MIND t I DY sear tD FUR D. A PPUCAB E Da�s�n�N�G� 9 �t ' av suFr nt - 4TPSS�i ALTFRNA i i i i i i i' DOSTINGANCHOR � i ✓ i LOCATION i t I I 1 Glti'i.S 1 1 Q10r3/4'HEX WASHER HEAD i I I = 1' 11 OR 1 OR § 1 3/ YINIX. TSCREWS O 12'O.C. i EDGE OF i ( 3/ UTN. CONCRETE ANCHORS I $ t APPLICABLE f ( ©+ 7 (SEE SCHEDULE ON SHEET 13) I tl ' EDGE OF EIUSTING ( 1 I I EDGE 'I HT1 SLAB IF G•`A"j LII� SAAB IF 1 1/2 1 EDGE OF APPLE 1 um stilvRal01 APPUGIOIE .D. O. SLAB IF POURS N aim APPLICABLE POURS D. CONCRETE FIAT HEAD CONCRETE ANCHORS SOIDUE ONgM I CONCRETE REQUIRE (SEE SCHEDULE ON SHEET 14) 111 rrn MA EoAr0 ♦ POURED REQUIRE }TAT HEAD CONCRETE ANCHORS 014 sw®�� 1 OR ® CONCRETERD D.- (SEE SCHEDULE ON SHEET 14) If .TRENCH INSTALLATION Q HV WALK-OVER INSTALLATION DESIGN PRESSURE RATTING&FOR SPANS PER (F HV FLOOR INSTALLATION_ t SCHEDULE V3, SHEET 11 n HV CEILING INSTALLATION ro Oiss°Wi CONCRETE ANCHORS ' m O _ (SEE SCHEDULE ON 1/410 11W e1130E)I TAPWN W/ (ON 9107 11) I 1 I SHEET ts) A77On TAPC N W1 (D 1 �' EXIsnNG-1 ' D MASS 10amanDr OR D aro TOAus I 1/4' EXISTING�.., tot.51718 tw m alas n ecc rASMAM UPFw+Awfun W/ MAX. GLASS 1 CLAW J .�ImVIE W 98.7 IQ 1 �-1�� YTL a1ttRATnN tD /3/4'haL T�1D a D' 1 ' �113R E06DUIQ�" IQ I O.G FOR UP TO W-e SPR!IVO O.C.FOR S9R6 LARGER TWIN IIT IP TO g�YAK NRY 1/4' 1 SANAT FVOTI'FASIFJAR 1101D MAX. (41-)"1 SEE HOLE N ON SLEET 11 1/2' 1 8 1 15 D t t �t Ox3/4•HEX E 4 TOR IAlfA 3 MAX. I 8 - 5 OR ; WASHLTE HEAD DONT.SEALANT----_-4_ r Lml TIX SCREWS :.-. 1 e 0 12•D.C. Vh i I' 114x3/4' HIX HEAD I �- 1 8' I ; •I 1/4'h20 7/4.55 YS TIX SCREWS O 9"O.C. -- 14x3 4 S.D.S. ' Ile 1/4'►-20 Nu[5 OR 1/40-20 S.S. S. - CONCRETE ANCHORS ^ - - 6 +O J/ 014x3/4!' 9'O.C. __ _ Max. e;.`� " .••:;:'•S O t2'O.C. W/Nur O 9'O.C. (SFE SCHEDULE ON 1 1 -•; . SHEET 14) r .r•:- .• .. DUSTM NON SIIN/CTURAL _4141 ----- 17 aR 18 1/2' 1' VzJ17 R 18 ...2.00''MIN.5= (DECORATIVE 1 - 1.-• EA, MLL) 1,1 �I 1 yLAB /14x3/4'F.H.S.D.S. .•.l�lk.-2 POURED CONCRETE ''' 1 7 B' 1 7/SG ,IV CONCRETE ANCRORS SEE NOIE 13(b) O 8'O.C. e REOUDttD I- D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) p, OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEET I REQUIRE OR CONCRETE BLOCK REQUIRE ©KEYSTONE MOUNTING INSTALeTION OPTIONAL-____POURm _ K—HV WALL FLOOR INSTALLATLON MAMUM A.S.D.MSM PAEZURD 4154,-T2 P9 CONCRETE ---- - - ---0 - © HV WALL WALK—OVER INSTALLATION _ L,A,v,N SHIM R SPAN e•-r REQUIRE — — ----- -------------- ---- QJ HV RAINGUARD INSTALLATION t MOM, t THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: - •E D.=EDGE DISTANCE.___ __,__ _-REMOVABLE WHEN,-PERFORUED -_ _ _ ADJACQJr TO AN OPERABLE EXIT - ♦ SEE UM APRONS-OF-USE FOR- 1-BEE SHEET 4 FOR TYPICAL TKINS' - (SEE SPECIRCATIONS ON SHEEP 13) OR ENTRANCE BLADE )ON SHEET,9 INSTALLATION DETAILS W/ T -HV--BLADE -- - ASSEMBLY N �°NGIED IN MOUNTING TSUrrAVY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A: m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System KV.HFDE#1 W/aR W10 KV.WINDOW SAM American Shufter Systems 1EV.N, DESCATMON DATE DRAWN er: M.E. -O'• �` TINT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 SIA7EOF sass N1r.30th.SL.se.ass,VIRGM GARDENS.FLORIDA 331 4268 Westro°ds Drive 2 Pnone:(305)871-1530.Fax:(305)871-1531 DRAWING No '.����,t�S•. ���``��� -I.-°o°oo 7719 West Palm Beach, Fl 33407 3 15-085 AS/ONA� ��r``` WALTER A.TILLIT Jr.P.E. s SHEET P.E. S�ALf81GNA�l1RE/DATE ELORDA U./44187 6 OF SEE END WALL ION DE[A IS Ers 10 & isSFE NoAS ON Loi Roos©,W LOCKS(5 or `f INSTALLATIONS W/�v�HV **MV ALIERNATE Kv LOCK®ON�r 5. OUT 917 IN �IXISIING GLASS BLADE SUCK OEFAIL MIF IS VALID FOR ALL BLADE W HV CENTERMATES cENIERwArEs ApPucAi wFrN BLADE(j) QR SEF END WALL 'ON EenON —— 2'x2',1/6•,0'-2 —ED-USTING CLASS DETAILS ON SHEETS 10 A I O7 ©. .©°P©.O.@_ i - -------------------- ---------------------- —� 1 I O ® O ® ® ® 3 1/4• 7• 6 1/2• 7' $ + rn 9+ as 1 + $ (608371'e Au.DY)ALUM. OPPOSING - SYMMETRYCAL ANGLE 1 i 4.0 TAPCON 1/2' 01 ANCHORS 1n CONCRETE I CENTERMAT S CENT TES MIN.SEPARATION (TOP/emii k i #10.3/4•SN.S.EN (4)/10,1/2'S.NS.To TUBE I D.C.FULL LGW. W/ HV LOCK ( ,Or c W/ HV LOC or (SEE SCHEDULE AT EACH AN (m) n * * * 3 ON SHEET 11) 5 0 "- \< z• ® 34 ot 1 1 4 ��®�©•�°°® 10 ®�, O o OUT HVA ® Hill © 6®dt©+07 «®°"10•®°A Hi CONCRETE CONCRETE OR EXISTING CLASS OONCRETE BLACK WALL T- ----- REOU all + a 8 oRI Z------------ s . 7 + m 6 + m IsnNG ® ® @ ® SYMMETRICAL yc IN 7 ® � 0`® MIN. SEPARATION ISGLASS 8 `®:O,©-6,6 J�pp1ArnSs 1 >Ic ©+O © O CE TERM TES 6 e„1 + g oa g . OR To Goss 5 W HV LOCK 6 oPRaNAL ONSHEET 11) NLN.SEPARATION oa®+® ® oa * (INTERIOR) ®`®°R ) TO GLASS © OR U'@ 3 (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) ----- - --_ CONCRETEFOUTANCHORS 16.O.C. -- * _ VARIES 1- - - --- - -�" - --- - - __ _.3 _ - — ow 3 -- _-----_— _--_-- - 9o' * n C7 a 6 1/2•MAX RACK - - - -_ - - -- -- ---_�------------ ------------ --�----- OUT ----------- - -- - oUT - (EXTERIOR) HVE - - - = HVF* - - - - — -- -- - HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �,d11It 11HJ1110% - - - - - -- -0.2015 EASTERN.NEIAL SUPPLY.INC., ........... �, BEWMA HVTm IGEN _ MEA S S A Accordion Shutter System C O N�. ■ H v MADE�Hl w/oi:w/o Kv W1NDUlV MADE *; l ��•* TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV, (1 MRPDON DATE DRAWN By NL pug N.w.ap1n.Si51w am,vpK.vla cuROSTs.FLORIDAail ASlactatlon. Inc. 1 OLD 11-192 4 13/15 CATS: 4/13/15 -o: STATE OF = 4268 Westrocds Drive 2 FE15� Phone:(305)871-1530.I=:(305)671-1531 DRAWING No F� IDP,:�� o-Dwo:6Ro.9-Li West Palm Beach, FL 33407 3 ..........'G��.`� WALTTF®A 1�iw87rIJr.P.F . 15-085 FLORIDA U,_!4167 5 SHEET P.E. 4/1a14iNA1l`1RE/DATE 6 8 OF 20 ALTERNATEION W V "T" LOCK HV MALE/FEMALE -T- LOCKSCENJERNATES 68) & LOCKERS V BLADE SEE DID CONNECTION DErARS ON SHEETS m A is INSTALLATION n HV BLADE OUT [--IN—] /1 .�EJ�TLR9 GUTS MADE 0 RACK DETAIL NVF.KW--JM oN smzr a, W j. HD CENTERMATES AS WELL M UNNOWL n""T"W"', DETAL Imo-Nv0. a�a©•Qa 8�a t�.®a imIG1FD ON lxrs%mr,DAY as.xON iNs�LiRi D WALL ODNNECno �•®"'®•®°'©�®°' ,xsr OL aLrAx SHOWN INJbM DEf&LSENON SHEETS tD h N I ©•O ©a,©('�y��O�®a AN9LE• x1'E SNE ' '�", °�•® s 35 ------------------------- (4)11091 ----- (OP1t0IML) 4* (o'noRAU ------ ---------------------------------- ---- -------------(.-) -- ---H1/1 a �r i 11oa s•sus•W. - -----� �c.IUL uRa,r. * I N (a)N.v. I N (w)s•(iw) 3 rN.mbu� 30 HV "T" PDAs(�•) ��- 7 3,4• tsa sw�rAAt LOCK (INSIDE) O ON 1 -- ----------- - - ---ice-- -- — — -- 5 1 2 2 1 1 OUT31 aR 3 3 31 CR® 31 oR 3 31 oR 2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35* (arnOWL) *SEE NOTE 6 FOR W LOCK®. W/ 7/8"0 x 3/32" WINGNUT. (oPnoNW HDB-HVB OUT I HDA r Lau•ON SNEEr 5, * SYMMETRICAL NO CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL cK CENTERMATES W/ LOCK (INTERIOR) HY/y� LOCK (EXTERIOR] t SORES 94"ALUUW M —* (2024-T3 ALLOY)LARGE FlN,CE IMN ®°'©•OO1® t0•®a SIM NULSFRG PMT 10820, t0®®a®�'l.l-®•®°R AS MANUFACLURFA R1•AMXL CE Rf 7EK,(LW,PMSPFOff.NUN JERSEY ©•O�©a©•O+®a 07OU OR EWA. e•®a®•®a®'®a®•® 3 �`sTc IORs a LnnoN9 ROW Q r NO®LDAs aN s,¢cr 3 --- - ---- _ — �— - - **urmw.ITOA9N0 aA9E®oE7A4�mo-Nw s —M%kt MR-NL-000r7AMn,ES AIT"T 1G-9nN RACE)- 0 ------- - - - -- - - - - - -- - -------------------------------- - ---- - FLOATING -- FLORIDA BUILD CODE Non High Velocity Hurricane Zone ``�.•�,C�Et A.T/[�/��.,, - -- - - - _ ©2015 EASTERN METAL SWIPLY. 1Nc_- ��Q;: BE THA HVTM �- 11 L t E C O Inc. A.S■S■A■ Accordion Shutter System N.V.RADE#1 W/CR W/D KV NINDN MADE ¢ �/�J-•;yt American Shutter Systems DMRWMN DATE OWN 6M 1LL. s ,p STATE IF ��` TICCIT TESTING do ENGINEERING COMPANY Association. Inc. t OLD 11-t92 4/td 15 DA1E 4 t3/75 % sm K,C 380,st,sta 3O3•vuw A cMmm I1at07A 331 4268 Westroads Drive 2 Ph orp:(305)871-1530.Fm:(305)871-1531 DRAWING No moi,��••. '\ ���� o-Md:611xo0aoi.00m West Palm Beach, FL 33407 3 '�.S"O85 "I'll, ONALFe;C.1°�� ��A 1�87tJ,P.E. 5 SHEET P.E. SF I�R�ATURE/DATE noRLan u` /4s1w 6 9 OF 0 POURED CONCRETE OR CCRIETE OR POURED CONCRETE CONCRETE CONCRETE CONRCRETE BLOCONCCK WALL OOR R CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK Wal REQUIRED EXISTING GLASS EXISTING CUSSCONC EXISTING GLASS 2'MW 6 O.C. �DOSTING G� I� DNS ,• -� m ,6'D. 2'MIN. T— TO�(� MGN.�RAnaN ! UK S MON EQ EQ F70 GLASS(SEE 1,FaRSEWMCN '�eumoE®AF9 9a�EDuE OMASSN SI�iEETTo GLASS(SEE I SCHEDULE ON SFEI T 1/16'x3'MAX. ON SHEET 19 TCR 11 FOR BLADE(DAFD FOR „FOR BLADE OAND (6063-T6)CONT. 1TUDE5©a,® SCHEDULE SHEET (��SAT , ON SHEET 19 FOR ALUM.CLOSER ano�®&® /T—� aAo6©g aAOES m&® PLATE. (LOCATE OF(D) 1/2'MN. AT EITHEOF R O;MIN i 4-USE 1'OR 2'MAX. q,o:1/z•S.M.S. _ - - j,Ox,/z•S.M.S. I ----- AL INUM e1P ANG,/B•xO'-2' ----- ® is-O.C. ALUMINUM CLIP)AT 1 ®16.O.C. —�� —� ZOR 4 (8063-TG ALLOY)AT NIDHEIGFTT(2)1/4'01TAPCONS IWCHOORS TOSEE DETAIL x Fa WALL AT 1.O.C.(LOCATE AT 5 1 OR EITHER SIDE OFp) 1 ORSIDE CONNECTION1 OR ®' SEE DEFAIL x FOR TO TRACKS 4 SIDE CONNECTION �m©•p7 m 8 0•®m SEE DETAIL x r0 0 6 8 1 TO TRACKS g SIDE CONNECTION •®°' �:pj°'g '®" 1 •®m®.®w©.©m TO TRACKS �•®® ©•O•��©•�O�®°1 ©•Q)'0-©•./0�•®m ®'®�'®•®'_�J'®m�,�7� ®•®w©•�©•®m ®•�m®•YJ""lJ•®m ®•®a®•�lJ•®°A ®•®m®•®'®•®m�C7 ®•®m®•®m®•®m®•® END CONNECTION DE®®Oma END CONN�T ON DETAIL ®O®•® END CONNECTION DETAIL 03 END CONNECTION DETAIL 4 REWIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR �DaSRNG GLASS CONCRETE BLOCK WALL GLASS G 4 4 REQUIRED MFT, ( 1/2'S.M. TO GLASSLASS(SEE E a 16" .c. MN sFrATUOLON Y F L------SCHEDUL ----- ON SHEET D - _ _-__ (7 OR(/)bR@OR 1 Ef1ADE® CONC \1/2'MIN. HE[IULE ON(SHEET SEE _ ON SHED 19 FDR ANCHOR® 11 FOR MADE® ©AND _ 1 OR oR 1 AIR CONCRETE [A/LCES�g® 12.O.C. rj ON SHEET 19 FOR BLADES d)&® 4 ----- - -_- OR© ANCHOR q 16' 1 2•MIN. 4 _ MIN. --_—_ 1 2- OR®OR(DOR 2'MIN, 2'MIN. ♦ SEE LM ATIDNS OF USE FOR ����� y BIMEQ9DN SHEET 19 ®OR©OR(qOR@OR(g VIEW Y ---- -- ----- - 5 60 ®' ---- PLAN -DET-Al L X ---- -— — POURED CONCRETE OR I OR a®�© O ��a©•Om©�•®m END INSTALLATION CONCRETE BLOCK Wal1O'®'�©•��©m '®° ©�O�©a©�O�®^� n HV BLADE OR HV WINDOW BLADE INTO ®•®m�•�©•®a CONCRETE OR CONCRETE -BLOCK WALL END CONNECTION DETAIL 5Q OB•®m®•®-&@- '® END CONNECTION DETAIL 6 p�®�®•®a® 0 '®'® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``���`���(�A ��� ®2015 EASTERN METAL-SUPPLY,INC. `�Y-. �CENs :�9' BERTHA HVTM _ A S Accordion Shutter System SA KV MADE#1 W1 OR W/O H.V.WNWN RADE American Shutter WeTns UV.N. DESCRVnON DATE CRON DY: M.L 71UJT TESTING t ENGINEERING COMPANY Association. Inc. , OLD 11-,92 4 1J/15 DA1E 4/13/15 STATE OF :'� was H.R.3M.St.Ste.305.NiCli1 GARCom r�33. (303)871-1530.Fax:(30571-15J, 4268 Westroads Drive 2 DRAWING No 1�F�;., L.to adxam West Polm Beach, FL 33407 3 15—�85 4i SS'%Q ����`� wuml A nttTr ar.P.E 4 p.E.�� tL! URE/DATE nnRmA u`'1µ'a' 6 SH 10 OF 20 SCHED LE B1 SCHEDULE i2 SCHEDULE A3 MAXIMUM SHUTTER SPAN* 'L+" OR -L—' MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W / OR -L—" (ft.) FOR R "L—' (ft.) INSTALLATIONS INSTAL ATION LEGEND CENTERMATES.@ &®or or INSTALLATIONS W/ W CONCRETE & ty�D (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or®or ori & g W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or®or® L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATNE CELOCK (TES & W/ ONE HV "I- W/ NO LOCKING RODS OR W/ NO LOCKING WAIL A, B, C, D, E, M, N, 0, P, 0, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F. K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) [FLOOR/CEILING G, H. I, 11, J T• U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M MA1OAlN NAIeWIAI NAIm4M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE WALING, ASD.DESM ASV•DE9CN ASL.DESIGN INSTAf)ATIONS PRESSURE WALL MOUNTING FLOOR/CEILING PRESSU E WAIL MOUNTING �RE FLOOR/COUNG MOUN9Nc DETERMINE MIWMUM SPAN 'L+•FROM SCHEDULE. (P-4 MOUNTING FIRM & RA1H0 GIVEN A NEGATIVE A.SD.DESIGN PRESSURE RATING, (w+J (P.l•) FLOOR/COIJNG MatrNDNG �.`r.) OR DETERMINE MAXIMUM SPAN 'L-•FROM SCHEDULE. I.OR-) (.al-? (.OR-) ALL MOUNITNc T+ (e) t-(R) L+ (q L-(N L+ (D) L-(R) L+ (D) L-(0) 11,MAXIMUM SHUTTTD2 SPAN 'L+'oR 'L-'FOR TALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN 6 EQUAL TO THE 30 OR LES 16'-0' 16'-0' 76'-0" 16'-0" 30 16'-0' 76'-0• 30 i6'-0' 16'-0" psf.A.S.D.DESIGN PRESSURE RATING. ldldlM.UM DETERMINED SPAN BETWEEN 7+'AND'L 35 14'-10• 14'-10' 15'-2' 16'-0• 35 14'-10• 14'-10' 35 IW-21 16'-10' 40 13'-10' 13'-10' 14'-2•. 15'-2• 40 13-10' 13'-10' 40 14'-2' 15'-2' + (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BETWEEN WALL MOUNTINGS 45 13'-1• 13'-I' 13'-4• 14'-3" 45 13'-1• 13'-1" 45 13'-4' 14'-3' 1 HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN 50 12'-5• 12'-5' 12'-B" 13'-7• 50 12'-5' 12'•-S' S0 12'-3• 13•-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/AOR/COUNG MOUNTINGS: 55 11'-10' 11'-10' 12'-1• 12'-11• 55 11'-10" 11'-10• 55 11'-1- 11'-11- SHALL BE AS INDICATED ON MANDATORY CONDITION (t2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 71'-4' 11'-4' 11•-7" 12'-4• 60 11'-4• 11'-4' 60 10'-2• 1O'-11' NOTE e5,SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11• 65 10'-10• 10•-10' 65 9'-5• 10'-t• DETERMINE:. Lt+=MAX. SPAN FOR WALL MOUNDING INSTALLATIONS. 70 10•-6" 10'-6' 10'-9' 11'-5' 70 10•-6" 10'-6' 70 8'-9' 9-4• L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' f0'-i• 10'-4'" 11'-1' 75 10,_1. 10'-1' 75 - 8'-9' tt EXCEPT THAT MWOMUM SHUTTER SPAN 1+•OR INSTALLATIONS. 80 9'-10' W-10' 10•-0' 10'-9• 80 9'-10• W-10' 'L-"MID MAXIMUM ASD.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 65 9'-6" 9'-6• 9'-9• 10'-5" 85 9'-6' W-6' INSTALLATIONS INTO CONCRETE OR CONC BLOCK RATING: 90 9'-3' 9'-3' 9'-5" 10'-1• 913 9'-3' 9'-3' SWLL.L BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'-2' W-10" 95 9-• B'-9• LIMITED TO +64,-72 p.e.f. AND 8'-0- SPAN, SEE 1_2-a MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 B'-9' 8'-4' 9'-0' 9'-7• 100 8'-9• W-4' MOUNTING l@ ON SHEET 7. INSTALLATIONS. 105 8'-T 7'-11• 8'-9- 8'-4' 105 W-7' 7'-1t• BETWEEN 110 B'-4' 7'-7' W-7• 9'-2' 110 V-4' 7'-7' FINAL MA ALLOWABLE SPAN IS EQUAL THE 115 W-z" r-3' 8'-4' W-11 115 e'-2• ''-3• SEPARATION TO GLASS SCHEDULE MINIMUM BBETWEEN -Lt+: Tx+'. 'Li-'AND'L-• 120 B'-0' a-11' 8'-r 8'-9' 120 8'-0- 6'-111 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 6'-8' W-W 8'-5' 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8• W-5' 7'-10' 8'-1• 130 r-8• 6'-5' WIND ZONE PRESSURE RAILING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7'-9- 7'-9" 135 7'-7' 6'-z• MINIMUM SPACING. 140 7'-5- 5•-1r 7'-7' 7'-6• 140 W-111-5• W- • ASTM E-1996 SEPARATION 145 7*-3' 5'-9' 7'-5• 7•-3• 145 7'-3' 7-9• TO GLASS 150 r-2' 5'-7- 7'-$ r-0' 150 7-2' 1'-7- 155 7--0• W-5' T-2- 6'-9" 155 7--0• 1 5'-5' 1 THRU 3 1" 160 W-11• r-2• r-r 6•-7• 160 W-11• 5--2- 165 W-10' 1 5•-1' 7'-0' 6'-4165 6'-10' 170----gta•--4'=11'--6•=il'-'-8'-2'-- —170—-6'-9"--4-11_----------- -------- 175 6'-7- 4'-81 6'-9' 6'-0'. 175 6'-7• 4'-9' _--_- — ---- - ------ ----- 180 6'-6' 4'-B• 6'-8- 51-10" 180 6'-6• +-0• 1 H V B LA D E 185 6'-5• 4'-8" W-7- :i-e' 185 6'-5' 4'-B' --- 190 6'-4• 4'-5' -g'-g• 5•=g•-- - --190 -8'-4`--4-5,'- --- ------- 1195 ----195 6'-3' 4'-r B'-5' 5'-5• 195 6'-3' 4'-3' - -- ---- ---- ------ - --- 4' S'-3' 200 8'-2' 4'-2' 200 0'-2' 4'-2' 6'- 205 s'-1• 4'-1' e'-s' i-1' 205 6-1• 4'-1' FLORIDA BUILDING CODE(Non High Veloci Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC- off jqq"z NC.offrgq"% BERTHA HVTM Accordion Shutter System /Tl LE C O inc. ASSAKv aaDE#1 w/OR w/o H,v varoow MADE TIWT TESTING & ENGINEERING COMPANY /imeTfCOf1 buffer Systems EV, DESCRTPRON DATE DRAWN W.MLQV. G. S * MM N.W.36th.SL.St.309.WISM GARDENS,rLORM 331 Association, Inc. l OLD 11-192 4/13/15 DATE 4/13/15 61 t Phe:(305)871-1530.Fm:(305)871-153t 4268 Westroads Drive 2 DRAWING No 4r J .- .):tatewo..Lc West Palm Beach, FL 33407 3 F Op •�r� EB-0006719 4 15-085 O,( LORI .••�? WALTER A.TTLLIT Jr.P.E s SHEET ''�� s �� �E/DATE FLORIDA 17`!44787 a 11 OF 20 c.1., :r►.,•,.. .lae to C 1/ . J�la: r . . � :III is�.� :I. : 1 . fe::? :d,.i . ,e .11. 11' e; f•, :il e: �. :711 aO i E . L' . 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