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I 1 tit ri Professional • o on BCIS Home. f tog In _User Registration Hot Topics ( Submit Surcharge i� Stats&Facts i Publications FBC Staff ;•BCIS Site Map Links Search Mo I r o Product Approval USER:Public User I Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL389-R8 Application Type Re c Code Version 14 Application Status Ap oved "i I• Comments a Archived i Product Manufacturer American Shutter Systems Association,Inc. d' Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@ea§ternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com j, Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category eAccordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received r Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License: PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE L7 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code I. !I I Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 {. Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRW6.15-086.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 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.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 8'711"for 62 psf,.9'-6" for 55 psf HV3 blade w/window blade working in unison:Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. l 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S:A.INC. DRWG.15-085.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 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.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, -72 p.s.f. load for HV blade for Keystone mountings W-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. 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 Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 'R8 AE A.S.S.A, INC. P.E.R. DRWG.15-084.1)df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent•Third Party:Yes 12,25 and 28 respectively Back. Nezt 'I l' 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 Under Florida law,email addresses are public records.If you do not want your e-mail addressreleased 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 emalis provided may be used for official communication with the licensee.However email addresses are public record,:If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe GENERAL NOTES: 1.BERTHA H.v,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WS 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. p DESIGN WIND LOADS.SHALL.B DETERMINED AS PER SECTION 1620 DF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH ADIRECTFONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED " ON SHEETS 11 THRU 15, 19&20. - IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL EIE FIRST-REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1:::HV"BLADES OD ES BY MUL71PLYING THEM BY 0.6 IN ORDERTO COMPARE THE W/MAK(ASA)-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 AM USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND-11URATIONSYS FACTOR-CO-1i60-WASMSAD ACF USED FOR VERIFICATION IMPACT LOAD H IN._WOOD._ - � - SYSTEM•sCOMPONf7JTS 21-37 SHEET 3 BTL RE N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE N7TF1 SECTION 1603.1.2 OF THE ABOVE MENTIONED-CODE AS PER :��SHUTTER ASSEMBLY�EMBLY -38-44- -SHEET`4 AIL REPORTS: ' TYPICAL WINDOW BADE&WINDOW DETAIL -1N BLADE 1]40214.01-03./0715.01-0.T./1004.01-0.5,11214.01-05.10317.02-06.,(0609.01-10 AND/0210.01-11-AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA-2: 1'IV B CD AND W WINDOW BLADE ---` -- -AND E-10UN 96=SDARDS-(MISSO.E LEVEL=D,WIND-ZONES.1-2-&-3)-&/1220.01=10:AS;.PEIi TAS 201,-203-_&_203 PROTOCOLS LARGE MISSILE- WHERE APPLICABLE _ _ - -HV WINDOW BLADE 6 105D5.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.0,_WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL _TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 - INSTALLATION DETARS A-F,CONCRETE/BLOCI( SHEET 6 2_FIV MADE(j)AND HV WINDOW BLADE ® ARE ENGINEERED-TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMTTA71ONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS,G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(FN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECTMOUNT CONNECTION-TG TRACKS:SHALL-BE-®14x2:75'AND 114x1:76'-RESPEOTNELY.-410-HT-MINIMUM SERIFS _ CENTERMATE .DETAILSHEET-S STAINLESS STEEL SCREWS WITH 135.0 koi YIELD STRENGTH AND 180 kel TENSILE STRENGTH.PINS SHALL-BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED - CENIERMATE-ALTERNATING DETAILS FN- SHEET-9 _ COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIONG ON THEIR HEAD. .. .. ... .. .. . .... ._. END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS-SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS,30.0 la)AND 35.7 IW FOR MAXIMUM SPAN TASTES SHEET 11 6005-75 ALLOY. --. - ... ANCHOR.SCHEDULE-CONCRETE&BLOCK SHEET 12' S.ALL SCREWS.TO BE STAINLESS STEEL 3o4 OR 316.ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50078 WITH 5o k5T MIN.YIELD STRENGTH AND 90 k.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCIRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,AOR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Loi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WGOD SHEET 16 HV BLADE(D& WORKING IN UNISON: 12.13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-72 h X,WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 16179,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PARI BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. 9.R SHN.LBE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF.THE STRUCTURE WHERESHUTTERIS TO BE ATTACHED TO ENSUREPROPERANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3:;HV'WINDOW BLADE CtAI ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH,THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,7DMU,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CFNLERMATES AND ENGAGE OR LOCK ALL HV AND HD:LOCKS. - AREA 4: FIV WINDOW BLADE mi 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 STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEJNC-70-COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERLHA.H.V.ACCORDION SHUTTER SYSTE M's INSTALLATION SHOAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS'APPLIED T0. '13.(a)-THIS P.E.D.PREPARED BY THIS ENGINEER IS CENTRIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;LM WHERE THE SITE CONDITIONS DEVIATE FROM"THE P.E.D. (b)CONTRACTOR TO BE-RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING. SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS.P.E.D.WILL BE CONSIDERED INVALID IF ALTERED'BY ANY MEANS. (d)SITE SPECIFIC.PROJECTS SIAL.BE PREPARED 8Y A,FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. W1111111". FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone ER A.xj/�jO�i'- - ®2015 EASTERN METAL SUPPLY.INC.. �,icEi�i' �, BERTHA H TM O• IL E C O.�N.c.. . A■S■S■A. Accordion Shutter System H.V.BLAOE_#1 W/OR W/O ITV.PIIUOW RAM American Shutter Systems REV." ::DE9QImOM DATE " IIRAW-i eY:�M.L TE 7F� TICCIT TESTING k ENGINEERING COMPANY Association. Inc. 1. OLD 11-192 4/13/15 DATE 4/13/15 p.•, F OF,.••; e_757 N.Y7..3et2 SL,St..MS.VBICINN GA/OENS.FLORIN 331 . ` Phone:(305)871-1530.Fox:(305)871-1571 4268 Westroads Drive 2 DRAWING No e-mo®b��19l_ West Palm Beach, FL. 33407 4 C pC WALTER A 71LLD Jr.P.E. J-OvJ P.E. SEAL%S�OIS�URE/DATE FLORIDA uc.1 44167 I SHEET I 1 OF,20 .. 3'1 M.R W W BLADE @ n - VARIES 1.91 1.491' . 0 41W o y� • 0 454' o $' � a� �n a � 4.371 a sSq. .385' - 4.07•..: 4.999' .: 9 .• Q1 HV SOLID BLADE .� �71f-4 >, @ i4y q�f 180' STARTER 3OHV'UNIVERSAL FLOATER COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ QUALIFIED fOR'USE W% HV BLADE lO 4 HV BLADEQI 1A HV.WINDOW.BLADE'S 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U E W HV 6063-T8 ALLOY AND TEMPER --SEE LIMITATIONS-OF,USEOF-BLADE-&ON SHEET .19 _ _ _ _ _- _ _ ____ 6063-7'6 ALLOY A TEMPER '�' 6063-T6 ALLOY AND TEMPER 3.228• 1.S o' r - - - - - --�,- -� A _ - - .724' A85• 6 t, 70' 2.670' 3.556• is (TMP•) 4. .000` r _ � ____ _�•.,, _ _ _ _.__ _.__ 72 _ 842 oe ' • - 4.897' �$ .815' .092' -T 0.072 HV ADJ. ADAPTER WAR 4'4S8 .. 1 0 1'375 QUALIFIED-FOR=use W/ HV- )HVT - WALK-OVER RACK �0 ©HAlIAC V A . FLOOR TRK BLADE D. QUALIFIED FOR USE W/ HV OHV TRENCH-TRACK - .55 -3750- 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE.W HV QUALIFIED.FOR.USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE 01 ONLY. . @,:HV RAINGUARD 8lADE� - A . 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY"AND TEMPER VARIES m 1.936'... BLADE`) 1' 1'81 ' 4 VARIES 1936' 6063=7'6 ALLAY tANND.TEMPER Rio., m o 083' 083• - .(183' $� .083 � .093• .093' .100 dr' 0 ^ .-. .�•. 670 ; .093' 093'm 4 .060'� '{o�x•. 670 1.886• m 0.214 670. 3.529' 0 1 HV HEADER/.SILL 11 HV CEILING HEADER ® / (� 13 HD CEILING HEADER/SILL Q LIFlED FOR USE YV/ HV BLADE 1 ONLY, QUALIFIEDo60RT5SALL0Y AND PEEtYONLY QUALIFIED FOR USE W/ HV BLADE ' 14 HD WALL HEADERaILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLAY AND TEMPER 6°63-7'6 ALLOY-AND TEMPER BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER X COMPONENT A B .T,1 - T2 1' 1 1' 10.662- . Q 2'...5'MAX. 1/8' 1/8' 3' 3'. 0.090• 1B 2' 5'MAX. 0.192' 0.192' SIDE ANGLES ° ALUMINUM ANGLES 19 z.5' 7'MAX. 0.190 O.t9b' 0,CORNER POSTS QUALIFIED FOR,USE W/ HV 'QUALIFIED FOR S W/ HV BLADE Q QUALIFIED FOg USE W/HV - .. BLADE T 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5•MAIC. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 2°15 EASTERN METAL SUPPLY,INC.." `��.•\�p.TIL( '�. BERTHA HVTM IL EC O �N�. AS , AAccordion Shutter System ?. . I. ■ ■ KV RAW#I W/ /D KV.WNDW IXADE :*= CR W TILLIT TESTING & ENGINEERING COMPANY American . Ufl'er Systems °�1,0I, DATE MINK M M.L Q:- Assaclatlonx Inc. , -OLD 11-192 4/13/15 DATE: :4/13/15 STATE OF �,C 0353 N.W.36th.SL.St..303.VRMM GMWEN4,FLOROA 331 4268 Westroads Drive 2 Pb no:(3D6)871-1530..rax:(305)871-1531 DRAWING No e-mail:NlacoOool.com West Palm Beach, FL 33407 3 FLORID ®-0ooe7,9 C pC Ssr„N A��G\\\�`` WALTER A.11LLIT Jr.P.E 4 .: 5-oaJ P.E: Sr�F&1fG/GM1Y'U�2E/DATES uc.®44167 s SHEET e. .. 2 07 90 4.660" '.926' 1//1'-20x1/' - O6' �0• $ - . po c .0 °o a .0. c 0O5 �ri m ti~ .'Oc_ - ;3�16 %4°"n4- 20 CAST 0AS5SPT 4,076' 45' HOUN•A EINNAEMDM 1/mm4'-20 2 93 745• SAL" READED OWED NTHREADED (A.7 (2 T1vJHOISMO ENDE BAKED PAUDED .062' 1.325' - K� URASS CaMPEH G•4 i�0• , : C KEYS(OMME (01 ME PLATED) 0. ... .... .... Rql ' 0f PLATED) - 21 HV CENTERMATE °s, s � HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADED&®ONLY -OATING_C - �80�RNER z3'- - - - - 5' __QUALIFIED OR USE W/ 1(V _ _ _QUALIFIED OR USE W/ W QU EO FOR USE W HV BLADE 1 & 1 ONLY 6063-T6 ALLOY AND TEMPER / BLADE(: & ®ONLY. `BLADE'l�dt®`ONLY. _ 6063-T6 ALLOY AND TEMPER 250.O.D. _ _ Q AUFlED FOR.USE W/ HV BLADEU1 ONLY 1B" 1e' --' - - - - - - - - - 2.874" - - -__ ___ _ 6063-T6 ALLOY_AND-TEMPER PLASTIC HEAD 1.756•...922' 4.045' _ -__ _ _ __. - -r 2•-- ---Mp gCPEW 2.07 1.753" 061 S 'N -o - w - - 5a RIVETING OB BEFOREWETN 1/4 x / SSMBSCREW- ]JO-20 RVNUT* N ' m m *SER ES 94a AWNIEWM(2024-Y3 Auor)farssE ET,wcE naN 1 • i— 2.750' o .: m._ 0 - - SHEET NUTSEX.PMf f GM ASYMO1Fi MIRED BY AVDEL F•--=' `� FRONT ELEVATION I 822• CHERRY TENTORN.PAR%PPENY,NEW JMU 07054 ON EQUAL FLAN n " `. T nS68" LOCKER FOR "T" LOCK CENTERMATE ®QUAUFIED FOR:USE W/ HV BLADE 1 ONLY ® HV FEMALE T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE W1 FIV LOCK 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W HV SLADE(1�ONLY QUALIFIED FOR USE QUAD BELADE 1 ONLY. QUALIFIED FOR USE W/ HV L3LADEQONLY 6063-a6 ALLOY AND TEMPER 6063-T6 BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER 4.917 .. •� 1917.: 3.161 o ' - •J D THUMBTUW7 Y 063" KEY DR .214"m .083 .062" m KEY CYllNDER .214' 345' - c m � n n 0.875'6Gn. 1 :125'Max HID CENTERMATE WZ m 3� O OCKING ROD ® wl LoCKING so 00 o m QUALIFIED FOR USE W/ HV BLADE 1 &. A QUALIFIED FOR USE W/ HV BLADE , & tA- 6063-T6 ALLOY AND TEMPER - ® S INSgIRT 6063-T6 ALLOY AND TEMPER m VARIES."12•eEiN. QUALIFIED FOR USE W 1 HV BLADE(q& tA/CUL ZG S S.on al6y_10 1.1J0' 8083-76 ALL*;/2AND TEMPER URN D0- CYUMDER OR KEY zzKOER - *Vr 137 Min 1.78"Max S ® LOCKING ROD D 1/a'm ® HD LOCK 375'0 QUALIFIED FOR USE W/ HV BLADE0 " HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MOROSE LOCKS S DES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER 3,[$ 0-16 ACETAL 15 INSTALLATION WILL REQUIRE.A 7/16' HOLE THUMBSCREWS ERIE$ S.S. THUMBSCR QUALIFIED FOR USE W/ HV BLADED& OA D7TSSILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F L\ 1 11 V BLADE Q QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Non High VelocityHurricane. Zone •.:..`,. ''%., .. - - - 0 2 S015 EAERN METAL SUPPLY.THC. Q`�•�pENse .. BERTHA HVTM I L E:C O AX m S,A■ Accordion Shutter System KV.BLADE 1 W/OR W/O KV.NINDOW aaDE American Shutter Systems RLV.,Ik DESC3®DGN DATE DRAwN BY: M.L *''• `rl� �t •W o• TILLIT TESTING & ENGINEERING COMPANY Association. Inc. , OLD 11-192 4 13/15 DATE...4/13/15 am. W.Sem.n,St..305.vntcwu caRDO+s,N1DNu4 a11e A_•. Flna\O �_. 4268 Westrocds Drive 2 . `� Phone:(30071-1530..fax:(305)871-1531 DRAWING NO F. � -TW:;181cco00oLcam West Palm Beach, FL 33407 3 15-085 SSIOtw- \\� ®-0D08719 4 "I WALTER*WFFLLORRM�Lk. 44167 5 SHEET P.E.,SEAL/SIGNATURE/DATE 6. . 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV A 12"MIN. CE 41 4 3 TO BLADE v azs' O E lA .1875" 1 HV BLADE IA ' - HV WINDOW BLADE D625' & x_x .0625 .0825' BLADESO6zs Y -. HV LONG RECESSED NYLON BUSHING 3g I FU a KNUUCPK, a gPENN 1 oa625' ® HV SHORT RECESSED NYLON BUSHING 3 R1.7 ® HV NYLON HAT WASHER - _ - --- (!)OR ® -�N r ---- - - - - _ - - - FIAT voRnaN _ _ . 3 50, _ - ® HV WHEEL CARRIAGE AISI 302-303 SERIES ( I 4 40 I n 44 %�°z•750" X 0.870"x3/16"-THICK-NYLON-WHEEL.- 3 N W WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315"° SEPARATION . s 03' - - BETWEEN ,0625' 37500' ® HV.1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPENINGS O 5 3/4'OPENINGS rZr• ® CLEAR HV 2 3/4" ACCORDION PIN W%�8500 HEAD * - - - -- 4 — 4 o —47 " S- -- " - - 2-1 4'-= 7 _ ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i ;' BETWEEN TYPICAL HV WINDOW BLADEISA AND POLYCARBONATE W.WINDOW DETAIL � I N.T.S.NOR (9 ® or @ (RSEEOEUNOTE FOR I i RM _ IN. DOWTREMEMM) (DOR *BAYERMAKROLON313 POLYCARBONATE * 1 Y I iE RESINS, UV-STABILIZED GRADE OR SABIC My PIN pEouigEmENITs AT mmog BLADE klNiUCKLE EM _ TO BLADE 6 uINNOVATIVE PLASTIC"LEXAN 103 RESIN I g F i. (�OR ® i i j (SEE NOTE "F" ON SHEET 19). L' I (1) HV PIN:® SHALL ALWAYS BE USED AT ALL EXTERIOR_ BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR wao f POLYCARBONATE SOURCES FOR EXTERIOR „R,,K HV® BLADE. TYPICAL_SHUTTER ASSEMBLY �x Fr.s. 711W L PRWff(AFS S1ACN0 ,HV PIN OR®AT RFTDLF3a '"�a7�A� (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BLADE'S KNUCKLE. I M=21= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) °0.324' (SEE.NOTE * FOR DRAM ASTM m92 Dau Ib/I- BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 REQUIREMENTS) SAWS PxL FLEn L SIRIIciN A7 MW ASM UM ,Z50)P--OO +L /3.4D0 Pal. (3) HV PIN ®OR '@ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 i FLODDML MODUL15 AS1M UM 3W.000°.el 30AN P.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 9� g I ' SHEET ® Iola®M. AM mss 16 n-m! n Fr-mom Rw °�" AM Dm43 "I o aD4S"M° WHEEL CARRIAGE DETAIL N.rs. ASSEMBLY LAYOUT RADE 13 suaas atrM Dao D-, wn o-1 awls N.T.S. .Sof IG,O(ION ASM DI%P IMT 960'F wrxf 7$9S ASM 6155 IDISRE STRFIIWII.IliTa4 ASM 6]D °3m P;.L LW4D P.I. nHV BLADE SOLID & (A HV WINDOW BLADE DETAILS 1a84E Ma"�T01E 14GG,ERINO ASTM fire I M!Pal am Na N.T.S. FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone A �_ 2015 EASTERN METAL SUPPLY.IND. BEWHA H TM Accordion Shutter System A,.S.S.,A■ H.V.BtAsUE#1 Wj OR W/O H.V.WINDOW MADE • /�-j c Americcn Shutter Systems ZM N, DCSCRIFFM DATE ARAWN BYi.M.L. c TICCIT TESTING 4 ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15'DATE: :4/13/15 E OF *� 6356 t0v.36W.SL,sea 303,vwarda GARDENS,FiORiw 3316 O' 4268 Westroads Drive 2 F' ORIDP , '4���•`` PhOna:(305)871-1530.Fax:(305)671-1s3i DRAWING No -` e-maY t0tewaaol.com West Palm Beach, FL 33407 3 '•,,7�sS/ONAQ•L ENG```••` ..WALTER � EB-000871Jr.P.E. 4 S—O[)S FLORIDA Ue.p 44167 s SHEET P.E: (S1MA 9 /61URE/DATE 6 4 OF-20 �•� °" /®� *NOTES-ON HV LOCKS AND CENTERMATES: AB CT . •ONE HV LOCK(aor®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVEORB W 2.OF SHUTTER SPAN FOR SPANS UP T 'O 105"•AND FOR INST TIONS T ANY ELEVATION. HV LOCK or 82. BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO0 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 TYPICALSHUTTER ELEVATIOhL 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV L.00 - OR; MAY SE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES®. --- - - - - - - -- _ - V - ._OR®SHNI,.BE AS-INDICATED ON_NOTE(1)ABOVE _ •_ - _ _ _ 3. opnoNAL CONDITION D ONLY WEN MANPOM CONDITION 11 OR LOGl7S16N OF LOCKS SHALL BE AS INDICATED-ON TYPICAL'SHUifFR"ELEVATION. - 6 xW1 -- -- - = - _ _ _ _ #2 IS USED WAM H.V_LOCKS11: LOCKING RODS ARE NOOCREQUIRED AT-tRURRICANE POS(f10 BUT MAY N _ i� ox.� _ _ _ _ --- -- 4 5 aR 0 od 4- - _ - - _ -' - -- _ �- -e lBE.USFD_IF_DESIRFD TO.ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVEDEVICE MAY ALSO BE USED:AT STACKING POSITION(NON`HURRICANE POSITION). -- --- �� 4. •ONE HV LOCK® ` S BE USED AT OORNER.CENTERMATES FOR ANY SPAN ^. AND INSTALLATIONS AT ANY ELEVATION. HV LOCK orQq SFVJl BE USED.AS AN OUTSIDE OR RODE LOCK, - - - - -- - — _ -- _ _ __ __-- _ _ _-. _ ATTACHED TO CORNER CENTERMATE-W/(2) 1/4 0-20 x 1/2'LONG.FLAT HEAD S.S.M.S.TWO LOCKING.RODS Noo-xrc --AT TOP.& BO OM-SHALL BE USED. LOCATION OF LOCK SWILL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. � 3 ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET'12- O8_ Ssa 33 ONE ALTERNATE HV LOCK MAY BE USED OF HV LOCK or' FOR ANY.SPAN AND 1 Y� INST T10NS:AT ANY ELEVATION.AL ERNATE LOCK. MAY BE USED AS AN SIDE OR OUTSIDE LOCI(.ATTACHMENT Hoo- £ � OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®"CENIERMATES.SHALL BE MADE W/1/4'0-20x3/4'ALUM. RPMUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t fJ _m5 y� LOCKS AT 1/3 OF SHUTTER SPAN. 6.MAMAM iY CON"D[I FDR KEYSTONE MIDUNINO INSTALA710NSS: ONE HV LOCK®or®or®SNALL 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. HV LOCK®or®or®MAY BE USED AS,AN INSIDE OR .- _. -,_ _ __. ..._. _ OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG ElAT HEAD SS, SEE END - - MS. LOCATION OF LOCK SHALL-BE,AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/� CONNECTION OR:®TOP AND BOTTOM 5 COMPLETELY MANDATORY. DETAILS ON D F E N I J K L Y P O K V W SHEETS 10& ,B TP• FULL- I, *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER tuNlDn 1 SECOND ALTERNATE TO AI COI#11 VAUD ONLY FOR W'r LQ% AND CENTI a AND: .. .. . CENTERMATE �L:ONE ALTERNATE HY'I'LOCK(S�MAY BE I�ALLED IN-LIEU OF HV LOCKS OR®FOR ANY SPAN AND 7O aR®°RTp INSTALLATION AT ANY ELEVAT10N,�ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK®INCLUDES USING:REINFORCING LOCKER ,AS SHOWN ON SECTION TNG,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1%4'0-20 x 1 1/2'LANG S.S.THREADED BOLT W/'7/8'0 x 3/32' ©+O•©a©�O+®°fl MAXIM M OR W=AND BELOWiMIDSPAN. USE OF TWO LOCKING RODS®LT P AND BOTOMK MAY BE �MANDATAT ORRYY.SPAN P 1Y ®+®"'0+©a�Ts•�aRt�a+� *NO DLO c C S. 1: -. - - - : ONE ALTERNATE HD LOCK MAYBE USED,M U.OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK e MAY BE USED N:T.S. AS AN INSIDE OR-OUTSIDDg LOCK.ATTACHMENT OF HD LOCK 0 TO IN W/3 d8 x 3/V F44.SS,M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVB AND HDO-HVC.SHEET 10:LOCK MAY BE INSTALLED AT MIDSPAN OR 12 MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDIN COD ( on High Velocity Hurricane ne ...A:.rl.Clj'4i�. .. .. .. .®-2015 EASTERN METAL-SUPPLY,INC. BERTHA HVTM �+ Accordion Shutter System 1 L. E:C� 1 N e. A■S■S wA■ KV.BLADE#1 WJ az W/0 FIV.WINDUiN BLADE ' lEl/y/!.1`.•* American .ShLi fer Systems :.p6CRw11QN DATE DFAAH Br: Ml. TILLIT TESTING & ENGINEERING COMPANY STATE OF :'q 6355 N.W.36tH.5L.Ste.3W.WRGU M GARMIM,FLORIDA 331 A1SOCi. n, Inc. , ODD 1I-192 4 13/15 DATe .4/13/is Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive s DRAWING No ����•... R `HCl\�.� .-ma:Vtecoo..I om West Palm Beach, FL 33407 3 s`S/ NAL�`G•�`` WALTS A.UIT as P.E. 4 15-085. ` 'J'J 1 ALp� FLORIDA Ua.d 44167 6 SHEET P.E. SRA ftlM►1dE/DATE 5. OF.20 6. ONCRETE ANCHORS POURED CONCRETE POURED -(SEE.SCHEDULE ON OR CONCRETE BLOCK POURED: CONCRETE REQUIRED 1/4'0-20%3/4'S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED CONCRETE ANCHORS Q 1 B FlN1 (SEE RETESCHEDULEANC ON MA 1/4n--20SC (SEE 1101UNfIN0®0N SHEET 7) SHEET 13) NUTS O 12"O.C. (SEE SCHEDULE ON SHEET 13) OR 14 in - 1/4'0,-.20.3/4".B.S. _ -- EO Q MACHfNE SCREWS USING 1/4'-20 NUTS 0 12'O.C. E D.i /�• .250'Max. -_-__` _ (�. 3 $ .250.I - _ D _ _ le \ IWI I!I I .250'Max. I r I Naz OPTIONAL II ii _ ONAL I - _ I SFPAWDGII I I -TO QM(SE^ _ ____- _ _._-_ _ _ I _ _ _ _ _ ' sot M. ON Se ' _,I___ _ _ _ _ _ _. - _.___ .__ ___ ___ I- MIN,.-.SEPAftAIION TO GLASS - 1 - _ I-11 fat a/�c muu I 1 OR ® I EXISRNGr(SEE SCHEDULE-ON SHEET 11) EXISTING I 9A�PEp� f ' i MIN:SEPARATION TO CLASS I 1 GLASS I - GI�15S"-'I (SEE SCHEDULE ON SHEET 11) - IXLSTING I QA HV WALL HEADER INSTALLATION ) HV WALL HEADER INST _LLATION + KEYSTONE IXSTING - ' MIN.SEPARATIQN TO GLASS r (SEE SCHEDULE ON SHEET 11)sovimm 1 a,65(4E I I I 1:.OR ®• MIN.SEPARATION TO.CLASS I'I I 1 E�SNSJ w- -AMUS EHE I (SEE SCHEDULE ON SHEET 11) I ' 11 fat aA10 PEND I W S♦ff7 to PER I 1 1 1 I I I 9AL60Ta Q1J) y EXISTING i �OPIIONAL I DA I 1 1 1 1�LI I I N I I 1/4. \ -- OPTIONAL i i I I --Q oti O E.0.# D. Z - 13 OR© -- 1= --- 12 OR® --- 1/4'0-20x3/4'S.S. E PHILLIPS'MUSS HEAD 1/40-20x3/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1 18 I. 1/4.'=2O NUTS® 12'O.C. (SEE SCHmULE ON W/1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min, POURED CONCRETE_ POURED CO. SHEET 13)" OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED OD H1/ WALL SILL INSTALLATION (SEE SCHEDULE or+ (: HV.WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTIE-FORCQMBINATroN OF SEGnONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E O.=EDGE DISTANCE ♦ SEE UMTTATIONS OF USE FOR ASSEMBLY _ C1� HV. BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1�ON SHEET 19 IN ANY WAY TO SUR ANY INSTAIIATION.. tuaurn FLORIDA BUILDING CODE Non High Velocity.Hurricane.Zane .......��C/T� ®2015 EASTERN METAL SUPPLY,INC.: \,\GEN1 BERTHA HVTM A S S A Accordion Shutter System LL..E C O TNG. . . .. . FLK BLADE#1 W/OR,W10 H.V.WINDOW RADE !fir /� * - - American Shuffer Systems DESCRWITDN DATE -DRAWN BY: M.L p, - TIWT TESTING & ENGINEERING COMPANY SAT OF ��,; Association. Inc. : i OLD.a-192 4/13/15:DATE: :4/113/15 61541 N.N.36M.SL,Std 3M.WiGWN GARDENS;FLOROA 3316 4268 Westroads Drive z PMne:(JOS1871-1530.Fax:(305)871-1531 DRAWING No '4 fit` �o� .-Inas:ultecuoaol.wm West Palm Beach, FL 3340.7 3 I'll,/8/ON.Al: G�```` WALTER A.TLLIT .P.E. 4 5�OS5: rRlfl 11111N. FLORIDA Ua.B 44167 s SHEET R.E. SEALJikA;%TURE/DATE s .. .. OF.20 POURE O CONCRETE ANCHORS .. 161150'AW171W 1 OR ®* i i WIN gtic Igp SpON' , I 7 CONCRETE (SEE SCHEDULE ON SHEET 13) 5 m a w EXISTING I 1- sn•c pN REQUIRED --�tt�BAOEmAIe GLAsS� ' I scar 1,) , SLAB I F a sm to Ern i WIN.ani" I --- SLAB F. o. APPLICABLE IXIA BASESmaQ� \ . i ALTERNATE I I i i i i� '- i' EXISTING i I I . , .. LOCATION CLAS I ✓ .. I i 1 i ..- 810x3/4'HEX WASHER HEAD i 1 If S OR 1 5 3/6 NM. TEX SCREWS ESD 12'O.C. I EDGE OF 3/6 CONCRETE ANCHORS LAB IF 7 (SEE.SCHEDULE ON SHEET 13) APPLIC/!B7•E _ _. _ _ _ .. EDGE CF EXISTING Ii iEDGE SLAB IFGLASS-1 SLAB.IF11/2 -�a--1 EDGE OF APPLICABLEroAAs APPUCABLE ,O, .0. APPUCATiLE ppURW D. CONCOUUETEDE FLAT HEAD CONCRETE ANCHORS DE MEl- _ __ _ _ _ _ _ _ __ _ ETE _ _ _ - REOUIRm (SEE SCHEDULE ON.SHEET 14) U 9AX fDWo __.___ POURED-- - __ _. _ _---_..�._ QUIRED--- - _ - _ _- — ON 9a•Et tS.rtW t OR ® CONCRETE .... .. FLATHEADCOHCRE'TE ANCHORS- oAOESmaQ REQUIRED D. o.' (SEE SCHEDULE ON SHEET 1a) All JTRENCH INSTALLATION AUD ONLY FOR UP T0.+70. -75 PSF AS.D. HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING.&FOR SPANS PER H)f FLOOR INSTALLATION t _ SCHEDULE#3, sHtfr 11 Q HV CEILING, INSTALLATION - - - FJ{ISIINC, .. MN.6FyAMT6N Im+ros�++.moN. ) CONCRETE ANCHORS 'I- (s:iSCRED 27 — . (SEE SCHEDULEON RW M UI 'ON96E!11)' SHEET 15 'O BL7APCTx1 W/ O (SEE SamutE ' ) AD/Nt®TIH?fADFGFAI ox sm n1 i EXISTING—i - Ir NGR 1/4.0 1� 1/4' FDOSTING GL•...S--I FA6lpFTS TAPPER+AA0126.W/EWS GU55 ? GLAD ( ;�,�,1ro1 3/4'YN.E1BEDMDR oo I I .11 I -Icy�'°�"`°" i0 ` aceUP F �LARGER T�i 1/4' 1 SEHrar AUT rEVERY FFASTENER WEADILIA)T. (TTP.)(4E NONE tt ON SIIM 11D I I 810x3/4 HIX E, s FOR 3 d' • «+ 1 *, , TWWSHERCRHEA °°"E_StAi tB. a 12'o.c.814x3/4" HEX HEAD1B• I I + .! .t%a'4-zO s/4'ssTIX SCREWS®9"C.C. 9 ___ 4x3 4"S.D.S. _ .- / kq I i I 1/4• ::��•.,•,"I•; 012OC. 1O OR 1/4'0-20 SS.M.S. I CONCRETE ANCHORS - - 6'+.'79'O.C. )wax.W/NUT6 9"O.C. i (SEE SCHEDULE ON n L 1 - .�•� • EJGSItIG NON SIRUCRIIVL----- �------ 17 oR 18 17 ® 2.00' WALL (OCOMMW .•.1.... iii i SLAB EDGE OF .814x3/4'F.H.S.D.S. re..MIN. �{ PDIasED CONCRETE 1 7/e• 1 7/a APPucABIF - ®9'D.C. REOUwEn CONCRETE ANCHORS SEE NOTE 13(b) .d •k 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) Y. p, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET'1 REQUIRED OR CONCRETE BLOCK REQUIRED KEYSTONE MOUNTING.INSTALLATION OPTIONAL POURWL O HV WAIL FLOOR INSTALLATION O MAXIMUM ASO.DESIGN PRESSURE.'+e4,n P� CONCRETE L HV WALL WALK-OVER .INSTALLATION f mam sHunrR SPAN 6'-o' REQUIRED Q HV RAINGUARD INSTALLATION tTHIS INSTALLATION SHALL BE > NATE FOR COMR1,10ON OF SECTIONS: s REMOVABLEWHENPERFORMED E D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT � SEE UM 1ATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W f O HV BLADE CAN N NYUN"TIAAYo SUIT ANY INNSTBAiATION.NED . FLORIDA BUILDING.CODE(Mon High Velocity Hurricane Zone - .. ````,����A••�1�C��J''/ .. .. ®2015 EASTERN METAL.SUPPLY,.INC. ��?•''vCENSF'• BERTHA HVTM ~ IL E.0 O �N.. A■S.S.A■ Accordion Shutter System _ H.V.e�#1 W/OR W/o KV.WWOW RADE S American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: ILL. o'•, TA1E OF TILLIT TESTING & ENGINEERING COMPANY Atssoalatlan, Inc. 1 OLD 11-192 4/fa/15 DATE a/t3 is 6375 N.W.36N.SL.Ste.325,MRGINIAGARDENS.FLORA 3314As Westroads Drive Z Intone:(305)871-1530.Fax:(305)87.1-1531 DRAWING No c' R a-,xaa:nitecocool— West Palm Beoch, FL 33407 3 5-085 FS �C�A��? EB-0006719 a 'oA,SIONAOIC' `` WALTER A:T1LUT Jr.P.E. s SHEET P.E..SF�Lf Sfu"NA'�tl1RE/DATE FLORIDA L a.0 aa167 6 7 of 20 SE IEND WALL CON Op Q1 E91S 10 H SEE NOTES ON LOCKING ROBS®,W LOCKS®or OUT 90 IN `i INSTALLATIONS W/ 1 HV *>K�ALTERNATE o a K 0ON Fo r5. EXISTING GLASSIS BLADE W .. HV..CENTERMATES CENIERNATES APPLICATION WITH BUNEQI Q�®©.+®� OR- SEE.END WALL CONNECTION at oR ew EXISTING CLASS QUAILS ON SH 00 'OO+© O O 6 7 1 w6 + + oR ————————————————— 1 - -=2•x2•%1/8•x0'=2 8 + 8 a+ 9+. oR l +. 5 -_ G 1/2• 7- (W&--T6 AlOPPOSING SYMMETRYCA ANGLE ( IALUM. t/z a©•® L . ANCHORS TO CONCRETE I CENTERMATES CENTERMATES (TOP/80TTOJI)& _ i 810x3/4•SA1.S.® 12' M N (4)g1Ox1/2'SUS.TO.TUBE - _-__ :_�O.C.NLL LENGHT. _ _ __ __ W/ HV LOCK or W/ HV LOCK or 1 To ctAss AT FACH'ANCLE(lYP) "` 19_. 'I. -_". `ONSHEET-1) - - . rJ O 90.. OUT ® aHVC HVA HVB ©at®�©'OO �'®'^io'®°' EXISTING CLASS CCOONI�'f EIEIL.00CKEVPLL ' 5t $ael Bae 8 , oxI �———————————————— 6 + , ae 6 . a: �------ EXISTING © ©'Q Q- © SYMMETRICAL I N Q7 7 +® IN.SEPAPATION GLASS ®a'O,QaeQ+®5 J GLASS 1 - (SEE SCHEDULE CENTERMATES 6 Q.®aQ+ TO GLASS 5 r— m®+® W/ HV LOCA oPnoNAL g + g 9+ a 1 + 5 ON SHEET 11) MIN.SEPARATION ® e,e *' (INTERIOR) O TO GLASS & (SEE SCHEDULE I N OPTIONAL .- -ON SHEET 11): .. (INFERIOR) - .. ---'-- ----------- O UTGON I CREfE aNCI e — 13) •o.c.VARIES « OUT _ B.1/2•Wk SLACK . (EXTERIOR) HVE HVF** OUT HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A1g1111111H41j� .. 0-2015 EASTERN YETAL,$UPPLY,.INb�. ���.`� E4 A;r►ff%T� BERTHA HVTM ■A■S S"■A Accordion_Shutter System 1+10E.E.0 O I■t. A.S.S.A. H.V.UNK eft W/Ce W/o IM WNW RXX WEER TESTING & ENGINEERING COMPANY American Shutter Systems 00c"Flow are- DRAWN Br: ILL, 8395 H.W.J61A.St,Sto.3a1,NflciNU1 RwOEfa,WORTH 3318 Aesaalationx Inc. 1 OLD 11-192 4 13/15 DATE - 4/13/15 o'• STATE OF .�= 4268 Westroads Drive 2 ��+••, "�O� Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO 0-M 1:BRacocaol—M West Palm Beach, FL 33407 s 15-085- ;D,e --to x, ®-0006719 �`` WALTER.A'IILLR Jr.PE. 4 .. X74 ,p.�•.L:�� FLORIDA Uc.0 44167 s SHEET P.E...�.-b���iCU� 1�E�DATE e 8 OF 20 .ALTERNATE I S L 0 W. HV "T" LOCK HV MALE FEMALE ".T". LOCK CENTERMAUS8 LOCKERS W 1 HV BLADE coNNEcnoN DETAILS.ON-SHEETS^o,tt >ie INSTALLATION n HV BLADE OUT IN„ i� gADEa)SLACK DUA1L HW.IN=700 ON SHEET 8 W/. HD-CENTERMATES iM fid AS WELL AS UNNERSAL nDAWNG-OIADECD DETAIL H00-MVD. a�w©•Q7 a 8��^10•®"• uro1aRED CIN THIS—WY 13EUSED WITH TMALTE SEM ENDWALL CONNECTION ®�'®•�©.'® INSTALLATION DErAL wo SHOWN IN THIS SHEET. - - '�f '10• a- -- -- - OETAIIS'ON'SHEEiS 10 k 18 NAE �tTO.X7— I e/e' al© _- (OPIIONN) - - _ -----4 - -:(OP110NAQ- -- r -C-- - - - - 1 L-_------------------------ NNIon/x�suiilrE /tOd/C SNA 012• -----------_---_-4---- -- ---' -- --- _3 I AT vuE NAE OYP) I Qa F1NL LEHOIf. +k IN ()iE.V. - tN (4)H.V. YN.sPrxNnn 30 HV "T!' PINS OYP.) 5� 7 aH- PINS OYP') (g SE mAe f $ - - - ----- -- _3 - _LOCK_(INSIDE)- O w SNV7 0 - - - �t- SL 5 1 2 3 3 OUT 31 OR 32 K 31 oa©2 31 oR 35 31 oR®2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (aPnawu) *SEE NOSE 6 FOR'EN LOG(®. * W/ 7/8"0 x 3/32" WINGNUT. (a nom)HDB-HVB .OUT HDC—HVC r LOCK.ON SHEET 5. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE)- 28IMETRICAL HD CENTERMATES HH��/{/{+�'� W/ i& LOCK (EXTERIOR) W/ LOCK TINTERIORI t Sams 9444 ALUWNW —* . (2024-n ALWO LARGE RANGE THIN SMELT RUISERf,PART 10820. .®m®�1 '©•®q AS NANUFACrURED BY AVDEL CHERRY 1a v TE)(fORN.PARW'PEW.'NEW JERSEY' B 6•7 97054 OR EQUAL O•�•��. O•®m e•®��'®^®•®m©'® 3Z/ © *SEE NDIES w EDoDUG RJom®e HD,O 1006 w seu 5 MAWOL nn f OUDE©DE HoP-MD S ` v M Au aDmmoLs AIM11K.\1NIE Yllx MADE O. HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A.Tit // 2015 EASTERN METAL-SUPPLY,:INC.- ENSF':'�'= BERTHA HV;M - - I L E C O �N�. A■S■S.A■ Accordion Shutter System KV.RADE#1 W/OR W/O KV.NINDM aXX 3 (� 3/j,J�AE American Shutter Systems - DESORWMN DATE. DRAWN BY- U.L- TILLR TESTING k ENGINEERING COMPANY TATE OF :Q; Asaoctation. Inc. E oLD 11-192 4 17/15 DATE 4/13/15 63`.8 N.W.31Ah.SL.St.305,vmG1Nu cARDws.RDRnA 331e 4268 Westroads Drive :2 . �Q � Phone (305)871-1530.FDa:(305)871-1531 DRAWING No FLS'S�O�•••• �� o-mMfiftm-00871sT•"m West Palm Beach, FL 33407 pC /// NAL \\ WALTER.A'TILur Jr.P.E. _ SHEET --- IS - / 11\ FLORIDA Ue./44167 5 - SHEET P.E. SFhtf RE/DATE 6 9 OF 20 R POURED CONCRETE POURED CONCRETE -POURED CONCRETE ;POURED CONCRETE OOR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE .. BLOCK WALLREQUIRED BLOCK WALL:REQUIRED ' �OR REQUIRED BLOCK WALL REQUIREDElOST1NG GLASS EXISTING GLASS NC ANCHEXISTING GLASS r 2'MIN EMSRNG GLASS 016.O.C. --�-.� 1 � _ �PJI- 2 MIN. TO CLASS(SEE Uk PA ON _ TeN s�vuunw , %GlAss(SEE I TD Gross(SEE ON SHEET E° EQ TO C ASS(SEE 1ON 51 FOUR BLADE(J)AND® SCHEDULE ON�� 56ffDl1LE ON SHEET 1/16•x3•MAX.. ON SHEET 19 FOR .. ... 11 FOR LaADE®Alm 1 1S BADE([)AND11 FOR GIME FOR (6083=116)CONT. BLADES O k® / ` ..... �A�Q& 1/2• - ON s14 a 19 ON S' 19 FOR ALUM. CLOSER r-/- - -ERH�Fi2�SI0E-i U) FOR PLATE(LOCATE 1/2 BlMF50& OF SO) - - -- AT EITHER SIDE- MIN_. _ _ 1/2•MIN. c OFD) I ---- (AUSE 1.OR 2•MAX.- ----- /1D 1/z's.Ms. I — (As APPUCABLE)xzx1/9•x0'-z• J10x1/2'S.M.S. 0 16.O.C. _ ALUMINUM CUP ANGLE ' _®.16_`O:C.--.,� -. ,-; _ __ _ _ _ _ _ __. -- - , I (8063-116 ALLOY)AT MIDHEIGHT --- S. -- 4 _ (2)01/00 1'.jtOx1/z�S.M.S.--TG®&7 -- 4 = - --- 2 1 4.0 T NS CHORS O -- - � `- - -- ---- - SEE DETAIL%FO WALL AT 1.O.C. (LOCATE AT .5 SIDE CONNECTION 1 OR EITHER SIDE OF 1D) 1 OR el-OR- _ _ SEE DETAIL X FOR ) OR ( TO TRACKS SEE DETAIL X FO Q SIDF-CONNECTION - - -- - =`-� _---- -- - �a 6 7 u 8 0 TO TRACKS O O— _®� __ _-SIDE- - - '®-'©•OT'v"t�•®`• _ a a s las a.®' 10'-®'® �Q®� TO TRACKS �•®'®.®'©®a 10���©•Q�®'®a 10 ®a©•�©•®W 0.p.©a,0.p.®^^ 6�O:•�©.p.®' 02 ®•®�® ®®®•®p® A 0 ®'®®"'® ®°"� END CONNECTION DETAIL 3 END CONNECTION_ DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 2W ... - F.REOUIRED ON_Y FOR SPANS GREATER THAN.12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING - 4 /-IXisnNq OLASS REQUIRED __ GLASS� ------ ----L M!L SEPARATION #1 I/2'S.M. -------- #i _-_ TO GLASS(SEE 0 16' .C. MN.SEPARATION Y ------ -= S0HEDULE ON SHEET TO GLASS(SEED. .. E ORTT/&ROOR 1111 FOR ADE m CONC ETE 1/2'MIN. SCHEDULE ON SHEET _____ .___ ® `v ON SffET 19 FOR ANCHOR 0, - N FOR RIME(I)AND - .. ______ _ ____ i OR OR CONCRETE BIAOE"i 0&a) 12'O.C. J BLADES m&® 4 '--'- - OR@ ANCHOR Q 16• 1/2'MIN. 4 -- 7_1 2•_MIN: _ ____ 2'MIN. 2MIN. ♦SEE UM ATIDNS OF.�USEFOR BU1DE 8ON SHEET 0OROOR(9OR@ORU VIEW Y 5 1 OR ®' . PLAN D AIL POURED CONCRETE OR END INSTALLATION CONCRETE BLOCK WALL 10•®�®•�®•®� REQUIRED 0.0•©4©•0•®a 1 HV BLADE OR HV WINDOW BLADE INTO CONCRETE- OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q5 END CONNECTION DETAIL 6 �•®v®•®v��® 0 °®® FLORIDA BUILDING.CODE Nan Nigh Velocity Hurricane- Zone 2015 EASTERN METAL.SUPPLY.INC. � BERTHA H TM Il+���7■S I.A■ Accordion Shutter System 1 L. E.0 O N a. H.v BLUE#1 W OR Who KV.WINDOW RADE + American Shutter Systems .N DEu�RON DATE DRON BYc Mll TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 QLD 11-192 4/13/115 DATE , 4/13/15 STATE OF :cc Z 6355 N.W.3618 SL,Sb.305,VMCM GMD015,FLOM&331 Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No c'., ORI .` a mall:6rceco®ool.crom West Palm Beach, FL 33407 3 p '' ss�VNAI ```` WALTER a nwrlJr.P.E 4 LrJ-OBJ, � �`` FLORNA LT.'#44167 s SHEET P.E..�il;Iii 1 IJRE/DATE. 6 . .... 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+" *" +" ft.. FOR INSTALLATIONS W OR -L-" ft. FOR 'MUM.SHUTTER SPAN L INSTALLATION NOTES: ( ) / ( ) R L-" (ft.) INSTALLATIONS CENTERMAMS &'®or or INSTALLATIONS W/ yy CONCRETE & WOOD (1) L+:MAXIMUM ALLOINABLE.SPAN FOR A GIVEN W/ ONE N.V.,LOCK ®.or ® Or or & MANSORY, POSITIVE AS.D. DESIGN PRESSURE RATING. ac)WI ONE HV LOCKS HD LOCK ®W/,NO LOCKING RODS or ONE HV LOCK or®or.® L-:MAX, LGN PRESSURE RE FOR A GIVEN NEGATIVE GENTFRMATES & W/ONE HV T" W/ NO LOCKING RODS® OR W/ NO LOCKING WALL A. E, C. D, E. M, N, 0, P. 0, As.O.DESIGN PRESSURE 17ATINc. ® ® ODS MOUNTING F, K & L - R. S, &V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,tt) (VAUD FOR.MOUNTING Q BOTTOM SEE NOTES 1'1-' SHEET 7) FLOOR/CEILING (2)PROCEDURE.TO DETERMINE MAXIMUM SPAN FOR &w000 MOUNTING G, H, I, I7, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&.WOOD INSTALLATIONS d CONCRETE & M.. MA.DE% tunDUM GIVEN A POSITIVE ASA•DESIGN PRESSURE RATING, A Aso.Drsa+ - . A3a ptscN- - INSTALLATIONS _ DETERMINE MAXIMUM-SPAN -L+_ P WALL MOUNTING FLOOR/CDUNG �tRE WAIL MOUNTING• PR,ZURE npOR CEIUNG MOUNTING RATING & RUM / GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, �.�.) MOUNTING tL00R/CERING MOUNTING (v=W CR DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. (+ort-) ROOR' ALL MOUNONG 6 MAXIMUM SHUTTER SPAN 'L+ OR "L-'FOR tr+ (ft) L-(N L+ L-(R) - .L+ (R) L-(N L+ (R) L-(N FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE '- ---30— "'16'-0•-'- 16'-0�- = -30— 16'-O'- 16'-0'= _ _-INSTALLATIONS INTO WOOD SHALL BE LIMITEDTO 35 14'-10' -1168'-0' -16'-0`0- 15'-2' 16'-0' - - 35 19-10" 14'-10' - 35 15'-2• 16'-10" 105-PSf.-A.S.D.--DESIGN PRESSURE`RATING: -- MINIMUM SPAN BETWEEN�L+'AND -L- 30 16'-0" 40 13:=10" 13'-10- 14'-2" 15'-2' 40 _ 13'-10• 13'-10- 40 14'-2" 15'-2' (3)PROCEDURE TO DEIERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3• 45 13'-1' 13'-1 45 13'-4• 14'-3- t' HV CORNER CENTERMATE.#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL'MOUNTINGS 50 ... 12'-5'- -12•-5' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CDUNG MOUNTINGS: -12'-8•___13'-7_ --50 -.12'-5' -12'-5' S0 12'-3'' 13'-1- ... . 55 11•-10' 11'-10• 12'-1' 12'-11- 55 11'-10' - 11'-10" 55 11'-1' -SHALL BE-AS INDICATED-ON MANDATORY CONDITION J2 -___ -FOR-A GIVEN'POSn1VE-AS.D. DESIGN PRESSURE 60 1P-4' 11•-4' 11'-7• .12'=4' 60 '.11'-4' : 11'-4' 60 10'-2' 10'-11' NOTE e5,SHEET 5. RATING,. 65 10:-10°' 10'-10' 11'-1' 11'-11" 65 10'-10" 10'-10 65 9'-5' 70'-7' DETERMINE: Li+= MAX.SPAN FOR MALL MOUNTING INSTALLATIONS. 70 70'-6. 10•-6' 10'-9' I1'-5' - 70 10'-6' 10'=6" 70 8•-9' 9-4� y L2+=MAIL SPAN FOR FLOOR/CEILING MOUNTING 75 10,=1•. 10'=1• 10'-4' 111-1- 75 10'-1' 10'-1• 75 .8-97 t'1 EXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 9•-10• 91-1-0' 10'-0 10'-9" 80 9'-10' -9'-10" 'L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FORA OVEN NEGATIVE A.S.O.DESIGN PRESSURE 85 - 9'-6- 9'-6- W-9"' 10'-5' 85 9'-6- 9•-8• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING. 90 W-3" 9'-3° 9'-5' 10'-1' 90 9'-3'- 9'-3' SHALL BE UMTIED AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING U-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0- 8'-9' 9•-2"' W-10' 95 9'-O- 8'-9• LIMITED TO +64,772 p.s.f. AND W-0'SPAN. SEE L2 MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9" :8'-4' 9'-0" 9'-7' 100 8'-9• 8•-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-1-1 8'-9' 9'-4- 105 8'-7- 7'-11' - 1.10 ... 8'=a" 7'-7"' 8'-7' 9'-2" 110 8'-4" _7'-7' - -.. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BEIWEEtt Z,+:'12+ 'L,=AND-Lz-• 115 8•-2' 7•-3• :E•-4" 0•-11" 115 8'-2' 7--3" SEPARATION TO GLASS SCHEDULE 120 8'-D• W-11' 8'-2" .8'-9' 120 8'-O 0'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-B" 8'-0" 8'-5- 125 7'-10" .6•-8• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10- e'-i' 130 7'-e• 6'-5• WIND ZONE PRESSURE RATING TO.DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2• T-9' 7'-9' 135 7'-7• 6'-2• MINIMUM SPACING. 140 r-s• s=1r '-7" 7'-6• 140 7'-5' V-n• ASTM E-1996 SEPARATION 145: 5'-9' 7'-5" 7'-3• 145 7'-3- 5'_g• TO GLASS. 150 7-2" 5•-7" 7'-4'. .7'-0• 150 T-2• 5•-7` . 155 7'-0- s-6" 7-2• W-9 155 7 0 1 THRU 3 1" 160 6'-11" 5'-2' 7•-1' 6'-7• 160 6'-11' 5'-2" 165 6'=10- "5•=1" 7'-0- 6'-4'. 165 W-10" 170 61-9" 4'-11• 6'-11" 6'-2' 170 6'-9- V-11' 175 6'-7• 4'-9' 6'-9- 6•-Q'. 175 6'-7' V-9' H V B LA D.E 180 6'-6" 4'-8-- 6'-8' �5'-10' 180 � 6'-6' 4•_8• 6•-5' 4•-6' .6'-7- 5'-8• 185 :6'-51 . '4'-6- 190 6'-4" 4'-5' 6'-6" 5'-6' - 190 6'-4" 4•-5'- 195 6'-3" 14'-3' 6'-5' 5'-5. 195 6'-3' 4'=3" 200 1 6'-2. 4•-2• 6'-4' S'-3' 200 6'-2• 4'-2"_ 20s 6'-1' a'-t- 6'-3' s'-1• 205 6'-7' FLORIDA BUILDING CODE(Hon High VelocityHurricane Zone 9 2015 EASTERN METAL SUPPLY,INC: 1110" Mff''�, BERT - A'HVTM l� RUE E C O �N�. A.S.S■AAccordion Shutter System —� ■ KV.MADE#1 W/OR W/O kV.WINDOW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE MON BY ULCLy.LG. ` * Association, Inc. I - OLD 11-192 4/13/15 DATE- 4/13/15 8 : * 0355 N.W.30h.SL,Ste.305,VIRGINIA GNMEW.MORDA 3318 4268 Westroods Drive '2.. 3 Phone:(305)871-1530.Far:(305)871-1-571 DRAWING No 4 -dl:tilt e..U..I:com West Palm' Beach, FL 33407 s p 6719 WALTER AITIOLUT Jr,P.E. 4 FLORIDA U..g 44167 s SHEET ��fvi`S �IGE/DATE 6 1 OF 20 . .�: .all •: 1/a� Lla: : :111 :?•'b :1.. :��'. !::a.i�.. : X11: :1., Ww �L'70mmmm��0�®Omm� mmMll- ®mm00000 mmmnvoom mmmmmoom m®mom000 mmm�mmmm onomomA® ®mmnomo�mmmom000®®mommoom®moomm®mmomm0000monno mmm00000mm0m0000mmmomommmmmeommEa®mmmomommamonnnm mmm000mo OmmmOmmm mmmommmv mmmommeo mmmonnmm mmmnnn.. mmmnmomn®mm�mommmmmoonmms�u mnnv®®®mmnnam®e�m�amoomu ARM mmmnomoc•0mm00000m®mnoomommmmoom�mmm000mnn000nno ' mmmnoovommm000mommmonmmommm000vommmnmmmoonn000mm mm¢•00000 mmmn0000 m®mmoomo mmmoomoo®mm00000 000n000m ®m®mmom®o0mmm000ma•®m0000mwmmom000mmmommoomoommmom ,_ m®momm®�®mm�mon©m®mOmmmmO®mon®oommmnnom�onnnonnn mmmoo®oommmmmo®ommmomoommmmm0®oommm00000mr�0000mv m®000m0o mmmOmOm�m®mODOmOfL�mmEfOOmO OmmOO®Om OmmOO® D ®m®mmm0 m®m mp mmmoomoommmmoonommmmmmo�m[]m®mm®0 mmOmO®��m®m���ml0 m®Ia "mum=�Mp7E7OD0O mmmOmOO m.......w 0®0m0©0�mmmmmOOm m®mOOmm® mOmOmO m®mOmOOO oDoommm© m®mnmmoommm�mn®ommmomommmmmomovommmom®00000nnom0 ®mmam�io�mm�mmomvom®mmoomom®mnomvommmvoovoonnonomo mmmo®voom®mm0000�mmm���ommmmomoommmnm000moonmomo mmmmm�oom®momma�mmmmommo®mmmo mommmmoov�oomnomoo mmmmm®nommmnm®0®m®mommna®mooeaomommoo©oonmo�ao®moo ®mmomoo�omm�o® ®om®mm0000�®�000vommmmm00000nmmoom mm0mmm® m® m m®mmmovommmmmmm000mmmm0000mmmvonao®movo�000000mmoo ' ®mmv000nidm®mom®oOOmm®mvvom®®mo®oniom�momovonomo®000 mmmmomm�mmmm0®v®mmmmme�im•a mm0000n�tnmom000m on�om000 mmmmm®®ommmom�a®mmmov0o®mv000vnomm®0000mimoo®moon asmmmm®®eam®momma®®mmmmm®n®®m0000v�m®mmmovnmom�nmmo " mm©n®A®Am®mom®Ada•mmv000®mom©000e:o®�nm000�mnom®mon ®mm®mono®mmn©ov m®mnm000mm®voovommmod000momm®000 m�®m®0000®®mm®0000�®m®oovomm®v®moommmomononnomoomo mnv0000m®moim®mommmo®000mmv®o�oommoAe•o®0000m0000 mmmvo®o0�nmo ®�mmvoo®ammv0000®msn00000moomom000 mmm®oo®sammmov®m®mmmovnn®m0000000m0mo�®momoomm©000 mmm©nod®ommmo®Anomasmm OmOOmmOO®O m®®o00mO0®moo®vOm®m000a®5Ei[moo0oo0IDm®o000mOmm®0 m o000o m®m®000®mm®®voo mm®®�®oo mm®®o0ao 000©moon O • . O mm0000v�®m®®�voo�®om®000mm®vv®oom®®®o®®�000mn®oo 0m�00000®mo®novo�®mOOOOO m®el®o®oo moo®®nmm 0000©000 �) � • . � in EM mmIDmm000om mom®oOOO �m000mo®ommvoo�o��m�o®��®M000ME SHOW ®oan ®o • • m�®000vo mmta�oo0o mm®mm000 mo®voa�o moo®vv®v o o a �m��0000m���w®®�®�v�oomv000vv®o®omovoo®mv®mpomm©moo movomomo 0vvvv�®�mov0000®mi0004om®0®v000v®[]mmmOOOm ®m000000�s��o®o�vvo�vov000�mmnnoo®A�mvovvoaoonm0000 ®mmov000 mmm�oovo moov®voo momo�mvoo momo®000 Homo®®®® �•�, � �� t MA)(IMUM ANCHOR* SPACING 6n.) SCHEDULE FOR A GMEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRIETE BLOCK SUBSTRATES il AS.D. DESIGN NEGATIVE PIKSWRE RATNG AND QMMMM MWIRM TYPE FOR CONCRETE OR CORCRETE BILOCIC WS"MNS . . . (SEE MOUNTINGS E 0,&H ON SHM-rS 6 A 7) 1.ANCHORS TOSUBSTRATE SHALT.BE AS FOLLOWS. POURED OM CRUWOOMMUE BLOCK .. ...POURED CONOR7E. (A) TO DOSITNG POURED.CONCRETE:(Min.fc-3 ks0 O WALL SILL MOUNTING ©COLING'MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.-BLU DETL(Min.fe=3 k.1 MAMM SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY COMPANY.(Mm.f9=3 km1 (R) kSIL OtSIOl NEGGA M PRFSM WINO DEM NEGUM RMIRE RUM OEM WDAIIVE PRS URE MIND - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.:(Mia�fe-=2 kni) _ 30140 60175190 120 160 205 30 40 .60 75 90 120 160 203 30 _40 60 75 90 120 180 203 TPPCON OR - - 1/4'0 7APPtA+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,TNG,!WD OISRIBUfm BY ALL PoAJIS SCREW,BOLT&SPECIALTY 14 12 f0 B 0 B B 55 14 12 .10 B B 8 8 8 14 12 10 9. B 8 8 e TAPCON WrtN �� COMPANY OR:ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' t4 f2 t0 e s a s s f4 t2 to 9 8 B 6 6 f4 .t2 70 a .e e e s fiIREADFORN TECHNOLOGY (wain.1'd=3li0i) - OR LESS 14 12 10 8 8 6 6 8 14 12 10 .B B B 6 0 14 12 10 9' .8 e 6 5 ALL POINTS.SOLID-SET 14 12 f0 8. 8 8 6 7 14 12 10 9 B 8 8 B 14 12 10 9 8 .8 6- 6 BLUE TAP W/CAP NOTES. T4 12 10 s e__7_ bb.15 14 12 f0 e B e e 6 14 12 10 B B B -8' b TAPPER+ 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ /4 12 10. 9 a e 8 0 14 12 10 9 B B 8 8 14 12 10 9 0 8 6 •ANCHORS IS-1 3/4',AND.FOR BLUE TAP W/CAP ANCHORS IS 1. 1/2. 4•-0' 14 12 10 9 8 0 B 4 14 12 10 9 6 5 6 45 14 12 70 B B 8 4 35 A2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 5 45 14 12 10 9 e B 6 55 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST,AND 14 12 10 8 7.5 55 35 = 14- 12 10 9 e 8 B 5 14 12 10 9 5. 7 55 4 ♦SHE ATgNs W USE FOR 1'MINIMUM FOR WADS WITH NO STUCCO. - 14' 12 10 9 B 8 6 6:. 14 12 10 9- 8 B 6 5b 14 12 10 9 8 B 6 45 � �� T 19 .. - - - 5'-D� 14 12 10 9 8 7 4 - 14 12 TO .9 8 05 5 35 14 12 10 '8: 05 5 3.5 3 - --A3)`IN"CASE-THAT PRECAST STONE PRECAST CONCRETE-PANELS.PAVERS-OR-ANY VQ&ER BE TOU ND ON THE DUSTING WALL-OR FLOOR. - 14 12 10 9 a 75 45 - 14 12 10 9 .B B 8 4b 14 12 10 9 B B 4.S 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND NAIL FlHD511E5.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 eS 45 - - 14 12 10 9 '6 75 55 4 14 12 10 9 8 6 45 35 NOTES At)&A2).ABOVE FOR INSTALLATIONS ON'VINYL'SIDING OR EIFS WITH OR WITHOUT METH.STUDS CONSULT THIS ENGINEER.FOR- 14 12 10 8 a 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 B 8.5 ,5 3S INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 75 5b 3 - 14 12 10 BS 7 55 4 3 14 12 8 &5 55 4 3 - 14 .12 10 9 8_ e - - 14 12 10 9 8 e5 a 3.75114 72 10 &5 e 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B16.515.5 J - 74 12 t0 B B 85 49 3b to 12 t0 .e 7 5 3S J - -- --- - -1/4'0 TAPCON OR TAPCON-WITH ADVANCED:THREADFORM=TECHNOLOGY-ANCHORS.-AS MANUFACTURED BY I.T.N.BUILDFJ(. 14 12. 10 8 8 B - - 14 12 10, 9 a 7 S 4 14 12 '10 .B 7b 5b 4 3 - 1/4'0 x63/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-O. 14 12: 10 B 65 4 - - 14' 12 -B: 75 6 45 3.5 - 14 105 7 3.5 4S 3b - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/GIP.AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC- 1/470 NC_ 1 4 0 TAPPER+ANCHORS AS.MANUFACTURED BY POWF]S FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 10 85 '7 -4. - - 14 12 10 9 75 55' 4. 14 12 9 7 75 45 - / 14 11 7 5-514-5 -: - 14 12 to 9 75 5.5 :4' - 14 12 9 7 6 4S '3 :-: COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0 14 12 10 B. B '.8.5 - 14 12 10 9::B 6 :4 14 12 10 8 65::5. .5:- NOTES: 14 12 B5 7 55. 3' - 14 12 B 65 55 4 3 - 25 9b 6 5 4 3' - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 12 Bb 75 8 - - 14' 12 95 8 6.5 5 - - 14 12 B' 8' 65 4 - - .WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS IS 1. 13 95 6.9 5 35 - - 14 12 10, B 85 5 - 14: 12' B. &5 5 4 14 t2 10 9 8 - - _ 14 12 10 9 75 45 - - 14: 12.85 7 5S 4 - 8.2 MINIMUM.EMBEDMENT OF 7 40 x 3j4-ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0' 14 115 7b B 4 - - - t'4' Y1 7: 55 S 3.51- - 11 'B 5b 45 35 - - - )EMBEDMENT INTO STUCCOS LL BE PERMITTED."1/4'0-20 S.S.MACHINE SCREW/USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 12 8 a5 4.5 - - 14 12 &5 7 55 4' - - 14 OS 7 55 8 4.5 - - DOST•AND 1'MINIMUM FOR.WALLS WITH NO STUCCO. 15 85 55.4 - 14 12 B 7 :6 4.5 - - 14 11 7 5b 45 3.5 - 10•-0' /4 12 10 .9, 7.5: - - 14 12 10 8`a5 5 '- - 14 12 8 6 5 :4. - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS,OR ANY VENEER BE FOUND TIN THE EXISTING WALL OR FLOOR, 14 HL5 7 5' 3.5 - - 13 95 ES 5 4' 3 - - 10 75 5 4 3 - ANCHORS SHALL BELONG ENOUGH TO REACH THE MAIN STRUCTURE'BEHIND SAID WALL FlNISl4S.ANCHORAGE SHALL.BE AS INDICATED ON 14 Ll 75 55 - - 14 11.5 9' 6 5 4 - 2.5 ISL-e' S' 4 4 NOTES 8.1)-&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETES WITH OR WITHOUT METAL STATS CONSULT THIS ENGINEER. ' OS'8 5 14 12 8. BS SS 4 - - 13 10'6.5 '5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - _ 14 12 9 7 6 4.5 - - 14' O5 7: 55 45 3.5 11'-0' 7-5 95 9 - 12 s e 45 4 S - - s 7 45 JS 3 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFlCAT(ONS OF THE ANCHOR'S MANUFACTURER. 14 7 . - - - - - 14 105 7 SS 45 - - - 15 85 SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9S 7 45 - - 14 15 7S 8 5 - 12 9 6 4.5 4 12•_0. 14 12 10 - - - - 14 12 8 65 5S - - - 13 10 6S 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 15 83 4.5 - - 11 8 5S 4 35 - 8 6 4 3 MAKIMUM ANCHOR SPACINGS ARE VALID.FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 35 95 e - 13 95 8.5 5 4 - 0.5 8 7'5' 41 - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14'10.5 '7 55 4S - - 11' 85'55 45 3.5 - REDUCEDSPACINGOBTAINED USING FACTOR:SHALL NaT-BE LESS THAN MINIMUM SPACING.INDICATED'FOR EACH ANCHOR TYPE... 13'-0' 74 12 - - - - - 14 11.517.5 6 5 - - - 12- 9 6' 45 4 - - - - FACTOR "_'e - - - - - - 10 7.5 '5' 4 3 - - - 7.5 55 4 3' - - - - ACTUAL TAPCON u&5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON HREADF WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER N .. e 6 - - - - - - 13 9.9 65 5 - - - 05 7S 5 4 - - - - HV BLAD 0 DICTANCEhittFADFORM TECHNOLOGY _ MIN.SPACING 14 12 - - - - - - 14 105 7 55 - - - - 11 BS SS 46 - - - - E.D. MIN.SPACING-3• MIN.SPACING-3• MIN.SPACING-3 1/2' MIN.SPACING-3' 3,3/4' 4' 14'-0• 10 7S - - - - - - 9 7 45 &S - - - - 7 5 3.5 3 - - - - HV BLADE W URED CONCRETE& POIlIF1)CONUM CONCRETE HTO( POURED CONCRETE& POURED CONCRETE&pOFW CO ORDS CdfQEIE BOO( 75 1 - _ _ _ _ _ 17 •B• 5S'45 _ _ _ _ 9 65'45 - - - - - CONCRETE BLOCK 101 EOL-3 1/Y MIL ED..2 1/Y CONCRETE BLOCK CONCIE7E BLOCK WL EAL•3 1/Y MIL ED.•2 1/Y 75 �- - - - - - 12' 9' 'B - - - - 85 7'45 - - - - V I OW IOL ED•3' MIL EA.3 1 101 E&.3' 1s'-0. 14 _ _ _ _ _ _ 3.5 10 6.5 - - - - - 0.5 8 5 - - - - - BLADE WORKING 2%2• 1_0 o.a i.o D.7a 1.o u� �A 9 - - - - - - - 65'65 + - - - 65 b 3 _ _ _ _ IN UNISO_N 0.6 8 b - &6 8 4 2' 0.77 OS7 7 - - - - - - - 1.5 O5 5.5 - - - - - 9 BS 45 - - - - - 1 3/4' - 0.91 - - - .0.43 - 16'-O 14 - - - - - - - 23 95 6 _ _ _ _ - 10 7.5 3 - 1 Y 0.35. .0.35 8 8 6 4 6 45 J 9b' 7' 5 - - - - 8 6 4' - - - - - FLORIDA BUILDING.CODE Non High Velocity Hurricane. Zone C 2015 EASTERN METAL SUPPLY,INC. BERTHA H1. A�S S�A� Accordion Shutter System KV.T3ADE#1 W/OR W/O:KV.WNDOIN BADE American Shutter Systems n. DESCRIPTION DATE DRAWN BY: LLL. �� •TILUT TESTING & ENGINEERING COMPANY STATE 0 - 6393 N-W.36N.SL,Ste.303,VIRGINIA GARDENS.FLORIDA 331fi Association, Inc. 1 OLD 11-192 4/13/15 DATE -4/13/15 - Phone:(305)871-1530.Fox:(305)971-1531 4268 Westroods Drive 2 DRAWING No c mat(:wtccoaaeel�m West Palm Beach, FL 33407 3 15-085 SSIONA0-�;P�``` �� e1:,,P.E. s SHEET P.E..9tM'7t1dNATURE/DATE 6... 13 OF 20 i m c N Ln o z0 000 U z. � �. z in � ' �w� = a./ �� o o� 2 . .1..1 In kgUO O N 10 m C N' Lil " D nw o w_ m m ZZ o ttv��� � REL LLJ CXIt In Ckc . o pd + =.F (L(L Z til o m n Z w c O to w aha I¢7�_" ixy0_NN �Ul COJ. VK F yW= R{�,I.�� Q. ` Ali a A 'O m a aIn Oc J ID t s c�o !� 0 4a vii: > ■� '�o u°. 3 I � i I >� a�� Zgqq 9+E Wn Z FF yW um`a ZpSmine NabeNY mb n"�nf�nb�rinn 11Nn11NI 11nI lIYI. 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G=0.36 . MAXOMM -WALL-MOUNTINGS CEILING_ MOUNT T.,..WALL,MOUNTINGS._ CEILING_ MOUNT T WALL MOUNTINGS_--COUNG MOUNT T_. M. N. 0 & R FLOOR MOUNi1NGS M, N. 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS- WALL-'MOUNTINGS- B.O.WALL MOUNTINGS B.O.-WALL"MOUNTINGS' B4O.-WALL'MOUNTINGS W & X W & X W & X P &.Q 5&V S&Y S'hV ®TBAN TSN amD rysl D9e 1610M I1F91E 9a1s(T� -DSSI SNA Rda1d Bu1C(w9 DBiI llElA1E f®E R61C(CLLI oma ROT1E Rim£PA1C(� OmLN Rsae PflC4ff�W) D9B1I�Rm71E 9RG(� u9all IeBLF PR19ff W16(Isl rtml IBAAf Rmucaec G>fl ®I I�R69PF�.� 40= 60-75 90O5 30-40- 60 75-90-O5 30=40 60 75-190- OS 30-4D 60175°90. OS 30.40 =60 75-190 05 30'40- 60 75 90= 05 30=40. 60 75 90= 05 30 40 -60 75 90 OS 30-40 -fi0 75:.90. 05 30- 40- 60 75-90: OS - - - - - - -0'"OR 2 10..10 9" 8 8 6- 6 6 6...6 6. 12 70 l0 9 8 8 .6- 6 .6. 6 -6 8 12 70 10 9. 8 .8. 6 "6 '6 6 6 6 .6. 5 -4.. 44 3 12 12 12 12_.12 12.12 12 12 12 12' 72 12. 12 12 12 12 12' 4'-O' 12 10 10 9 8 8 6 6 -616 6 6 12 10 10 9 8 8 6 8 �6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 •4 4 4 3 12 12 12 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 _ 5'-0' 12 10 10 9 8 6 6 6" 6 6 6. S 12 70 10 9 8 8 6 6 '6' 6 fi 5 1� 10 10 9 6' 7' 6 6 6 6 6 5 8 5 4 4 4 3 12 12 12' 12 12 12 12 12 12 12 12 12 12 12-12 12 12 0. 6'-0'. 12 10 .10 9 8 6.5 6 6 6 6..5.5 4S 12 10 10 9 8 5. 6 6 8 .5 5 45 12 10 10 9. 6 3.5 6 6 6 6 5. 4.5 6- 5 -4 4 3.5 - 12 12 12. 12..12 12 12 12 12 12 12 12 12' 12 12 12 10 8.5 -- ----7'-0' 12 10- 10-9-6:5 4- 6- 6- 6 .5-4.5 4-12-1O- 10 9 5--3 6- 6- 6 5- 4-3.5 12-10--10 7-3.5 - 6- -6 -6. 5 4- 3.5 6 5 --4 4- - =-12� 12-12- 12 12- 12-12 12-112 12 12 0. 12 12-12 0.56.5 7.5 8'-0' 12 10 10 7.5 4.5 3 8 6 6 5 4 3S 12. 10 90 8 3.5 - 6 6 5 .5 35 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6S 12 10 10 5 3.5 - 6. 6 5.54-5 S 3 12'40 9 4. - - 8 6 4.5 4 3 3 12. 10 4 3 6' 6 4.5 4. 3 3 6 5 3.5 - 12. 12 12 12 12 0. 12 12 12 1: 9-9 8.5 72 12 10 8 8.5 5.5 "10'_p' -12 10-"7.5.4 - 6- 6 5 4 3 12 10 6 3 - 6. 6 "4 .5 3 - 12 10 3 6 6 4 .5 J 611.5 = 72 12 12 12" 159.5 12 12 12 O. 8.5 7.5 12. 12 9- 7 6 5' 11'-0' 12 10 5.5 - - 6 6 4.5- - - 12 10 4S- -" 6. .5 3.5- - 12 10 - - - 6 .5 4 - - - 6 "5 - - - - 12 72 12 72 10 8.5 12 12 12 9S 8 7 12 12 8 8.5 5.5 4.5 Al2'-(f10-.4S - - 6 6::4. - - _ 12 10 3.5- 6 5 3S 12 10 :- 6 6 - 12 10 - - 6"4S - 12 7.5 - - 6 4.5 - - 6 4.5 - 12 12 12 0. 8.S 7.5 12 12 10 8 6.5 SS.12 0.70 - - - 6 5.5 - - - - 12 7 - .5 4.5 - - - 72 7 .5 4.5 -- - - - - - - - - 12` - - - - 5 - - 9- - - - �6: = - - - - 6 4 n HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON SBLADE EVNSEEEUUg FON 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES: 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFRr SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING. -SOUTHERN FINE No.2.W/G=655(N.DS) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W.BUILDER W/MININUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W1 G-050(N.DS.) EACH:SECTION ON SHEETS 16&17. .. -. -SPRUCEPINE:FIR NORM W/C-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. 7SPRi10E PINE FIR_SOUTH W/G-0.36(NDS.) 2 ANCHORS TO HOLLOW CEDUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SIM MA71ON4. - 4.ANCHORS SHALL BE 94STALIED FOLLOWING ALL OF THE RECOMMENDAYMS,AND SPECIFICATIONS OF THE ANCHOR'S WWUFACTURFA. - FLORIDA BUILDING CODE(HOn High Velocity .Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTm 1 L E C 0 N C. A.S■S.A. Accordion Shutter System HV. GLADE#1 W/OR,W/O:KV.W DOW BLADE Sf1Uf}Or Systems .N DESCRIFTION DATE DRAWN BY. LLL �5�:•�G�� TILUT TESTING & ENGINEERING COMPANY 1 a4167 6355 N.W.36Po.St.Ste.305,1RZGNiA CAROFNS,FLORIDA 331 A390CIOtIOOe Inc. t -OLD 11-192 4 1J/15 :DATE: :4/.13/15 ''.* Pho .:(305)871-1530.Fax:(30.5)871-1531 426,$ WeStfOOdS Drive 2 DRAWING NO e-mail:611aoo0aol.com West Palm Beach, IL 33407 3 EB--000671915-085 . *' STATE OF :�` WALTER A.TILUT Jr.P.E 4 FLORIDA u�8 sa167 6 SHEET 15. OF 20 q�Ai4 SSjO@HN'{6A`1"..tdA`Y\`` .. INSTALLATION DETAILS ..ON EXISTING WOOD BUILDINGS FOR J) HV & HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPA L+-OR L- FOR S T ONS INTO WOOD-WITH HV BLADE nj NLY SHALL WALL FINISH BE LIMITED" O 105.0 DESIGN PRESSURE G SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR.. A.S.D. =DES GN' R SSU TOR INS L I E 1 .& A':: ORK N IN UNISON APCON WTN ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO _ W/1 t/2'Nin.PENETRATION-OFTHREADED AREA TO EXISTING 1 I�SEPARATION 1 J I OOR EXISTING WOOD HEADER 'y WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO GLASS(SEE.. v r (SEE SCHEDULE ON SHEET 15) .` 1/4'0-20x3/4'S.S.MACHINE I SOQTxIF ON&EEr SCREWS W/ 1/4'-20 NUTS �-11 FOR 9ADE OAIL " _- A _ ORB.x49_ _ __ 12'D.G. - _ _ __ _. __ _ I ON SHEET 19 FOR 1'Min. F785fINO 1 �0'e(W x Y GLASS—II • z _ I I I ORN H __ _ �7 1 FlNI Nil, "!V� *^ WALL II EXISTING MIN - '�,•: FNISH IIIIIIQ�II a oil 1 2'x4' DR WOOD_ __ I I _ _ 1 HEADER REQUIRED I (BI1 I 2'x4'WODD IL�NLLRRI( EXISTING. I I HEADER,REQUIRED tl"0 TAPCON OR TAPCON WIT/H ADVANCED MN SEPARATION I I I I 1 _ Min. PEREADNFETRA710NCOF THREADE[S AR1.EA TO GLASS--I SOEMILE ON t10 GLASS(SFE ET(ISTNG Nw..SEPARATION TO.GLASS 1 1 (SFE IDWIT5C I WOOD ON SHEET 1s) 1 1 ELADDEI) GLA55 1 (SEE SCHEDULE ON SHEET 11) I ON SH@ET 19 FOR2'xe COW.SILL BLADES 0&a PLATE RE D. ON HV WALL HEADER INSTALLATION OO INSTALLATION ®HV WALLHEADER INSTALLATION EXISTING I MIN.SEPARATION TO GLASS I I (SEE SCHmSEPOULE ONTI TO GLAS SHEET 11) GLASS--j 1 IXI50NG �—(SEE SCHEDULE ON SHEET 11) 1 IXLSI x 2'x4'CO MIN.SEPAR/T10N TO.GLA55 I I - a . (SEE SCHEDULE ON SHEET 11) GiAS�' i cLasS; WOOD PLATE 1 1 1/4'0-20x3/4"S.S. 14 REG•D- -1/4"0-20x3/4'S.S. 1 USING 1/4--20 RE I I / I I 1 WALL 1/4-20 NUTS SCREWS 12' ; ® tz'D.C. FINISH O.C. ORO I I ;�. OR19 .O I I 1 OR 1 oil 1 2'x4'COM. _ WOOD PLATE 1L I in. I 1/4"0 TAPOON OR TAPCON WITH ADVANCED OR 1® THREADFORM TECHNOLOGY W/1 1/2' q; 2k4'CONI. _ Mh PENETRATION OF THREADED AREA TO _ 1/4"0 TAPCON OR TAPCON WITH ADVANCED ... $ILL.PLATE EXMTING.WOOD HEADER. THREADFORM TECHNOLOGY W/1/2" 1/4'0 TAPCON OR unTr• REO'0. ,(SEESCHmULE ON SLEET 15) Min.PENETRATION OF THREADED AREA INTO�PLYWOOO TMCON WITH ADVANCED ,-SEE SHEET 4 FOR TYPICAL y (SEE SCHEDULE ON SHEET IS) EXISTING MIN,2'x4' 1/2 MIN.CD7� THREADFORM TECHNOLOGY.. SHUTTER ASSEMBLY - .WN1 FINISH STUDS®16.O.C.MAX. PLYWOOD REO-. W/1/2"Min.PENETRATION OF 2-MOUNTNG SECTIONS CAN BE 1/2"NN.COX PLYWOOD REQ'D. REO•D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO ISTING NTN.2'x4'-STUDS® 18'O.C.MAX. Q'D.D. REO'D.ATTACHP TO SPUDS IN (SEE SCHEDULE ON SHEET 15) SUT ANY.INSTALLATION. ®HV:.WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRF1 SECTION 2308:OF THE F.B.C. SECTION 2508 OF THE ©HV WALL SILL INSTALLATION ♦SEE UEIAA710N5 OF OF P HV WALL SILL INSTALLATION F.B.C. BLADE ON SHUT, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC.. \\\1111111111111JI/I// BERTHA HVTm /TMIZECO Z. ■ASS' .A Accordion Shutter System �,�,/��(z.r. H.V. MADE#1 W/OR.W/O KV. NINDDW&ADE K"1�'���"''' i TILLI'f'TESTING Sc ENGINEERING COMPANY American Shutter Systems (Y_"� 'OLscmpnoR DATE DRAWN By.. Ii.L *•: •* *'� 6353 XXAM n.Sa 303,VR=M c4Bro+S;FIAROA 331 ASSoclCflon. Inc. _ , .-OLD 11-192 4/13/15 DATE: .4/t3/15 STAT (30 Phone: 5)871-1530.Fax:(30.5)871-1531 4268 .Westroods Drive :z. DRAWING No a-mail:citeco9o1.oam West Palm Beach, FL 33407 3 EB-0006719 - 15-085. '.D,E'.• KORO. �.� wNmT a nun 3r.P.E 4 �•, �\ •� FLORIDA Uc.1 44167 5 - SHEET NAN4C� ATE 6 . 16 OF 20 1 _ INSTALLATION DETAILS ON EXISTING WOOD. BUILDINGS FOR n HV & HV® BLADES (S APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH s HV 13EMEn ONLY SHL B LIMITED TO..105.0 sf. A: DESIGN PRESSURE:RATING E SHEET:: 9 0 MAX w°L' FINISHSHALL & DESIGN -LOAD FOR INSTALLATION WITH BLADE 1' & WORKING IN UNISON 1/4'0.TAPCON OR c Q E 2-MIN. 4'x8 (Mie.)EXISTING TWETH ADVANCED ... EDGE(IF APPLICABLE) ' 7HREADHREADFORM TECHNOLOGY WOOD BFAM REQUIRED. , 4+• W/1 1/2T Min,PENETRATION 1/4.'0-20x3/4'SS. SIR AL ADEQUACY . OF THREADED AREA TO OF I7CISDNG WOo BEAM 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY t . EXISTING WOOD HEADER. MACHINE SCREWS EXISTING WOOD SEE SCHEDULE ON SHF£T 15) :E�— REGIS1EREp ENGINEER OR __ _--- -___ _ _ _- __�_ ( —__ _ W/-1/4-20 NUTS _ ___ ARCHITECT PRIOR.TO___. _ Q_ _ _ Q aR O24't9 O 12'O.C. SHUTTER INSTALLATION. 1/2• 1/2 O.C.REQUIRED 1 DR 1 1/4.0 TAPCON OR _. EXISTING SOFFIT TAP_ w 257" THRCON WITH ADVANCEDFN]FOfiM`TECHNOLOGY - _ - 1/4--M-.7FIX. l Intl M_ W/ Ili 1/2'Min.PENETRATION E O 81423/4 EO ?x4-x1/e'CONT.ALUM.TUBE av OF THREADED AREA TO S.MS (6063-T6 ALLOY)W/ OPTIONAL EXISTING WOOD HEADER. p 6'O.C. (3)5/16'0 LAG SCREWS TO I (SEE SCHEDULE ON SHEET 15) 1 or 1©or 1© I 1 or©or 15 EACH RAFTER OR TRUSS. - LOCATE LAG SCREWS-AT NIDWDTH OF EXISTING WOOD I EXISTING MIN 2•x4" 1 I I MEMBER,(2"Min.NOMINAL EXISTING HEADER REQ'D OPEN HOLE AT EACH WNTIH)-W/2-Min. GLASS fl MIN.SEPARATION TO GLASS ( .. STUD TO.ACCEPT �f PENETRATION OF THREADED SCHEDULE ON SHEET 11) - EXISTING I 5/16'0 LAG SCREW II' 'MFA VALID FOR GLASS 1 AT CENTER OF TUBE IIyHIL111j INSTALLATIONS WITH 72p(- 1 fma SF�faIIQI I • MAX.AS.D. DESIGN LOAD AND 'n FJOSTWG wN SEPiRNlION W-0'MAX. SPAN.THIS SQ HV WALL HEADER INSTALLATION 1 1 FOR m "`� i' °��s10T I ci FOR WOOD W MIN.,SPECICIFlCC I a+sNEL7 19 FOR 10 OR ® —1 11 FOR E7A1919 DA GRAVED;of 0.50 As DOUGLAS INOTES I RADESO&® OR®• OR E10UAl:FIR OR: UTHERN PINE N.2. 1-SEE SHEET 4 FOR IMCAL SHUTTER ASSEMBLY 2-MOONTING SECTIONS CAN BE COMBIINED UT CEILING INSTALLATION IN AM WAY TO SUR ANY INSTAUATION, (0 HV_ IDEONG I ST ELATION .. I m SS(' SEE --1O�R®� MIN. 9 MIN.SEPARATION TO GLASS SCHOX&oasnwc f E�m�Pp i SGLASS EPARATION 1 7 (SEE SCHEDULE ON SHEET'11) GLASS � I ON SH07 1a Fug (SFE SCHEDULE - LDUSTINGJ -----0 \� a'�m&� \ ION SHEET 11) I 1111 ALTERNA I 'jl I I 9 1 ANCHOR ;�jLOCATION EXISTING 1 I FIN SH I I 1/4' ©+ 7 1 3/8 bo-3/a MILT 810x3/4"HEXG� I I I I 2•x6'MIN.WOO Max, WASHER HEAD TER 1 DECK REQUIRED M OR 2'x6'MN.WOOD SCREWS O 12'o.c (NO FINISH lel i.': .s'i`•i" - ALLOWED) DECK,REQUIRED(NO FINISH ALLOWED) 2. 1. AGE -�= EDGE OF DECK 19 EDGE OF DECK _ DECK IF IF APPLICABLE IF APPLICABLE APPLICABLE 1" 1/4'0-20x3/4•S.S. 1/4'0.TAPCON OR PHIWPS TRUSS HEAD 2 TAPCON WITH ADVANCED M'n' MACHINE,SCREWS 1'TAPCON OR TAPCON WITH ADVANCED 2 x4 CANT• THREADFORM TECHNOLOGY W 1 4 20 NUTS THRFADFORM TECHNOLOGY W/1 1 2 2'MIN. SILL PLATE .W/1 1/2"Min.PENETRATION 0 12'O.G 1/4.0 7APCON OR TAPCON WITH ADVANCED THREAOFORM 2'MIN. PENETRATION OF THREADED /, REQ'D. OF THREADED MEA TO TECHNOLOGY W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING.WOOD HEADER.(SEE EXISTING WOOD HEADER.. _. _AREA:TO EXISTING WDOD HEADER,(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEF SCHEDULE ON SHEET I5) HV WALK—OVER.Q R INSTALLATION SEE l-- ATKINS OF USE FOR W HV. FLOOR INSTALLATION �V HV WALL SILL INSTALLATION ♦e� 19 � FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``P�,`tR A••T�/�/T���i. ©2015 EASTERN METAL SUPPLYi INC. �: BERTHA HVTM AS S A Accordion Shutter System . HV.aAOE#1 Mi/OR Who M WNDOW&M E -p•. * /dam'*- TICCIT TESTING & ENGINEERING COMPANY American 'Shutter Systems REV.N. .666RWWN DATE DRAvvWi. VL ��••, ""Vr �` 6=,N.M.MR.SL.Sta 303,VIRGP9A GARDENS,,FLORM,3318 ASSOCiatiOns Inc. T .OLD.11-192 4/13/15 IUTe 4/73/15 A. Phone:(WS)871-15W.Fax:(305)871-1531 4268 Westroads Drive z. DRAWING No •.• e-mail:unecocool.com West Palm Beach, FL 33407 3 /ONAL E.��.� WALTER A.EB-DTI11T1J,P.E 4 15-085 pAlEi � PMRIDA Ucl.B 44167 s SHEET P.E. SEAL��'IUIVAYURE/DATE _ 6 17 OF 20 END INSTALLATIONS n HV .BLADE OR (B WINDOW BLADE INTO. 2'.'.x4" MIN. WOOD STUDS .. 2•:4•Imi.WOOD SfUDS.REOb: 2•N•-NW.WOOD YM'A01. STUDS RUM IMOD SNOS 1/4.4 TAPCON 2k4"1@!. (AS APRENLO (AS APKJCAB1E) \ / AtlawR"B 8"O.C. WOW STIRS: e1\\.'-1L, ,11I1S1OOSDNG CLASS . - -RYtlbOD 6 No _ _ - CL155SW10S 4705x. D.M0 CUSS iIXISRNC GLASS/ tet srwc6al 1h.r Y� 'k � � �m \\ WL sEPw09lON T/2'unr.CWt ro aA5(SEE eYl.SEPNWiCL1 lea s(SEE t�i tlE®lro 1/IatY - „fiA 9AOcm/ea .... ca+.sgT. nmoOO. 1/2..• -lypFOR �9OE<D al slei•:r 1s tat (soA w��a>SmT, '/?R�iwo ox Mme® .��s M w SIFFT is tat NAas®kQ 1 "wN. RATE(tAGIE V2 F�1YAlFS®aQ I 9f�.Smw® AT eT YIN I OF� 115E 1'IX YYAx -�_ - - JINI/2"SLS. a116 O.C. -/,Oal/z•-suS:- aIP.Yexi- 016 0.0. _ _ (Iwst-m a YID ilf 4 p1/,m,/2'sswrvrs1r Anaroa xs roQ•x +/4v ro 5 4oc a ... I OR®♦ SEE DUA4 x ( 0R®♦. tmmt soe ora) 1 OR®♦ . - Sox CO181ECDON .. SEE a f oR®' To TRen S -O. SIDE omxec roN ®'©OO'®-�"•®- 0--c�-ao�o-®®� 9-�0 0-6.0- �•®-©•cam©•0- 1oTRwas o- •o_o-Q•0- 0.0.-0-©•0•®_ ' •®-®•o-©•0- 6 ®-®•o-©•0= END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL.® ExsnNG .xanRED axr roR SPAt6 c1aA1ER ttw+-,z'-0•, 2'a4'YIN.WOOD /14 DPCaI wtwDRs - -. Slurs Kd W/1 th•�y +µS4 TAPCpN ANaw /10><1/Y SYS. - .. 1 F%ISDN6 01f�� Pp�fIWKIN W or 0.G OI6 AAG Ast PaEtruTrc*+o t2'D.c. ♦ SEE LIMRA710NS OF USE FOR 14BLADE IA ON SHEET 19 ro CLASS(SE ON SEEP 19 TURtito�mwo 5 wa>s®a9AMF IsWR --- 67x- OQ OR ♦ 4 ®OR®OR(qOR(g VIEW•®- Wwl MOST Ys4"101.WOOD WALLp��►�®a S1 m_RECD, Fi45N '®.©"i©'®- PLAN©•o o®- ®- 0 0•®-� ®- O'Q_®•®-®® DETAIL X END CONNECTION DETAIL (9 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ."\f111f1f rUlb%// ©2015 EASTERN METAL SUPPLY,INC. ' ERA. .. BERTHA HVTM cE ' ni ����'- A Accordion Shutter System A .S.S.A. KV.MADE#1 W1 OR w%KV.WN[VW MAM PWT TESTING do ENGINEERING COMPANY American Shutter Systems t. 6MftmoN DATE . DI M.L �'•��� *_ Msoclation, Inc. 1 oLD 11-t9z 4/13/15 DATE. RAWN- 4/13/15 Z .++ANTEOF 6755 N.W.36M.M.Ste.305•VIRCM GNME ,FLORIDA 3316( Plwne:(305)871-1530.Fax;(305)871-1531 4268 Westroads Qive -2 DRAWING No F(OR10' •`�c`4•� e-mail:hlleee110oL0om West Palm Beach, FL 33407 3 ��i,A�crs�'•:_....••''G�`.`\\d WALTERRA:T[Wf J,P.E , - 15-085. /i ONAA11��E �`` FLORIDA U.g 44167 5 .. SHEET ... IREOf3&Aiel7Y44�1�RE/DATE 6 18 OF 20 I GENE;?A ummoONs AND CONDITIONS OF USF'FDR BERTHA ... ... 1.MAIL A.S.D.DESIGN PRESSURE RATING:+110.- 110 P.J. 2.MAX.SHUnER SPAN:96' 3.ALLOWEDY.IOUNRNGS:A D.G&H ON SHEETS 6,7.AS WELL AS MOUNINGS ,O,T,"U&W ON SHEETS 16& 17. f z ONLY CENTEPoUTEs(21�Q(BOTFI W/�4 OR 2( PRE ALLOWED WITH'M 5 C19 P1<._ IN A SYYSSERSGL OR OPP09NG IAYNff.IN CASE OF QPPOSYNG O1YOUf. MUST BE.INCLUDED ONLY AT_DMIOR ACCESS SIDE OF _ EDP.EA END 5.(a)WwMDow eLP➢E @ sIALL oraY Aunty A YA)OLMUM OF s OPENINGS. (3'0 HOLES)FOR®PFR BLADE AT SPACINGS SHOWN ON SHEET 4. IANC.5 WINDOWS _ ._, _• • _♦ ♦ (B ANY CLEARANCE FRC"R @j TOP OR BEBO�M EDGE-OF HV WWDOW-BLADE- ALLOWED AT Hv ai WINDOW BLADE (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ELAS MAY BE BIAFFV x • ♦ • • ♦ WINDOW DE(W - -- (0)ITV WINDOW BLADE 1Q uUST BE USED ALIFRNATE TO A soup FIV BLADE 1Q THROUGHOUT SHURER'S WIDTH. • ♦ ♦ ' (E)CE�L[ERMATFS SHALL ALWAYS BE INSTALLED AMIACENTTO A SOLD EN BLADE 1 AT ERHER SDE OF THEM. SEE END 1 3 (F)POLYCARBONATE ITV WINDOW @)SHALL BE INSTALLED SO iFjAj TABS FACE CONNECTION s ♦ ♦ SF q THE INTERIOR OF THE OPENING 88NG PROTECTED.EN WINDOW 4�T MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A FIv SETTING TOOL PROMDm BY ASST. 10& 18 TYP. INC. FULLHEIGHT. 1 1 0$E 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME N@ BUILDINGS ON SHEET 15.AS LLMTTED EY SPAN AND DESIGN LOAD(SEE NOTES Z P P ISSr 1 &2 AHOVE). ^ IL iL 7.SEE ANCHOR SPACMG SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LDATED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). &MIND/UM SEPARAl10N TO GLASS-SCHEDULE,PER ASTM E-1996: (SEE PIAN FOR REQUIREMENTS) D H T"ROP&BOTTOM y/ -®DRg� WIND ZONE MINIMUM SEPARATION TO MASS NUMIFED WIDTH 1 THRU 3 1' ELEVATION MIN.SEPAWON TD Gvs IYIS ING GLASS-L - SEE SCHEDULE ON sH E7 11 FOR.BLADE(D 4 `• ��--- AND ON TO SHEET FOR BLADES CD& __________________�____-_____�-_-__--� ______--____ --____s-______- 5 1 �1 \\ TYP. 1 \ 4 (SEE NOYE 4 ABOVE) ® 1P. JWP/2 ORCA10C ANENTD MA77S©® \ WI. (SEE NATE d ABONE) PLAN Y \\ 4 5 TYPICAL nl HV BLADE WORKING IN UNISON WITH HV WINDOW BLADECTAT SHUTTER* ---- N.T.S. FLORIDA BUILDING.CODE Non High Velocity Hurricone Zone 2015 EASTERN ACETAL SIUPPLY,�C. �Et;A• ri<<r'% BERTHA HV \CE w A■�■S.�i■ Accordion Shutter System HV.BLADE#1 W/OR_w/O.RV.WINDM RAM TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DES(RUMON DATE DRAWN Br: k.L o'. STATE = 6355_&R 36m.st,Ste.3(S,vuxsAA GA mENs.FLORIDA MIDIMsociatian, Inc. 1 ULD.11-192 4/13/15 DATE 4/13/15 �-' OFA :(305)871-1530.Fax:,(305)871-1531 4268 Westroads Drive z DRAWING No '��� ' F�ORIOA •`k4`'�`� t HTt°eom°e1' w West Palm Beach, FL 33407 s �5-�85 '' �s••'•........•,•\\ ED-0006719 4 ••♦♦♦AL.E_. / WALTER u O 44167E 5 SHEET P.E. 36A 1ZE DATE 6 19 OF 20 'x I ,/2x 0.035-THICK. INSTALLATIONS W f..n HV BLADE & HV CENTERMATES -12.00Q•Max.. Min.ASTM A-653 GRADE 40 '•'WSRIES'.rl o I "MEnA«�T, O.C. o 'z ° '` 436 INTO. METAL STUD. WALLS * �� 083` �L m OP ----- e,s'O.C.. 40 41 475 3 1/A NOMINAL * G l CONDITIONS OF ® ALUMINUM SLEEVE ,-(� FOR BERTHAMW HV BLADE ACCORDION SHUTTER — � / v 6063-T5 ALLOY 1 3/bx 61/4•x 0.035 CHA Min.j 43c : 430 . 12 "H2 . SYSTEM INSTALLATION TO METALSTUDWALLS LONG GALV.STEEL TRACK G7UNNF1.I 0 6'O.C. 0 6'o.C.r. - - SEPARATION TO GLASS SCHEDULE N 3.000• ASTM A-653 GRADE AO Min.C-60 I G1WMIZED FASTENOD 7O STUDS I I I I I T— I .... .. 'Maz. TEK SCREWS ON I DOSTING FINISH 39 1_ MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) - - WiEfdOR&EXTERIOR FACE I AS APPUCABLE- -� 1 - a 2. MAX:-SHUTTER--SPAN:-84' - - WIND ZONE MINIMUM I ASTM E-1996 SEPARATION (LENGTH + 1' MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. _ TO GLASS E%ISRNC GLASS 20X3" L =~(sEE SCHEDULE)- - - H_ - _ 1 THRu_3_ _ -1- _/4r¢ BOLT ----_-_-_-, - 4. ONLY. ENTERMATE 21 W/ 24,HV LOCK_ARE ALLOWED _ -- -- _-_ _ _ - -- PENETRATE- WITH 3c 1' - 43 � ') WITH 21 ARRANGED A METRICAL LAYOUT. MUST E- 1 USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/4x 6 1/4'x MOW THICK Urn.i EHISTING FINISH 1 � INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF L 373' CONE GALV.STEEL TRACK CHANNEL,; AS APPLICABLE I I I I CENTERMATE. ,�I 250• r- 050' ASM A-653 GRADE 40_Wn._G-60 '_ ____-- _ 11 II �L�L��LL _ ___— __-___ _ _ __ _ _ _ _ _ _ ___ _ __ _ __ _ � �� CALVAN®FASTENED TO SNDS W/-(2)e6e/2•Tac SCRIBM ON I 43c 430 MTEPoOR&EXTERIOR FACE i O 6O.C. _ 0 6'O.C. N - 114'•0-20 THREADS d a ## BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/4"0 ELCO CONSTRUCTION 1/2' 12 8 CENTERMATE 27 APPLICATION WITH BLADE 1Q O PRODUCTS FAB—LOK HD o ' 43b •x 11/2'x 0.035•THICK W '<:V�;� ® 6. O.C. COMPONENTS Min.ASM'A-60 GRADE 40 .::.;r-.f?i,: 0-fi0 0'L°•STEEL >=1 MS WALL HEADER,/SILL INSTALLATION METAL SNDS AT I6'O.C. in. ,:�:.�r,;',:.: EXISTING FINISH AS APPLICABLE SCALE: 3/6-= 1•' (TYP:TOP&BOTTOM) 63.9'THICk Min. ... - 1 x x , ONTGALVSTEEL TRACK A_653 GRADE GLASS CHANNEL,60 FASTENED TO STUDS I1t.:_�.•.'_.;.I II ..c". •.I II. :'::.�:' '1 i'- CESNTMEMRMETARTYECS W/:.•<.,III I,I.' `I II:';"CENTEMRMTARTYECS LW / ::� iI ^.c;':r .,:- •: .:..:..::��Y'...'E...:,...-I WT/TER(2IO)R a l/X2T E'RTOEKR SFACCRENIN.SEPARATION I TO 2 4 43c, E EW S ON SCHEDUL�1''•MOx, k' EXTERIOR ACCESS SIDE:. ::INTERIOR ACCESS SIDE`'• II 6-(TVP.) IN A(33(6"Mtn.) IN 4 a _ J 1 21 - 2 1 21 _ t 21 LOCATED AT( . HV HEADER/SILL ENDS VIEW Y ---- - --- --- q 12 3 (e'MID:) 24 3 1/a•(T', SIDE CONNECTION TO TRACK 6 1/2'(TW-). T - - NO T--- 6 1/2-MAX.SLACK 'k'k .. .. (Cant.) B BYP BLADE SLACK DETAIL HVF Ham, - FLORIDA BUILDING CObE(Non High Veicicity Hurricane Zone ' 5 EASTERN -INC.`\\T1111/ 1111111IIA 201 MET SUPPLY,PPLY,`�,.•���R A. BERTHA HVTM. . rJ . Accordion Shutter System �` ?_ I L E'C-0i N C. AS. .S.A. LiV.BLADE$1 IN/o'z w/O.H.V.WINDOW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE DRAWN BY: LLL 635M5N.w.3em.se,sT..305,vlRaNui ceROFiIs,FLORIDA u1' Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 • STATE nE— ¢` Phone:(305)671-1530.F6:(305)871-1531 4268 WestroCids Drive z DRAWING No FCORIDP.: '�V -.I: 6719 6 6719L`°" West Palm'Beach, FL 33407 3 15-085., ���FS•:. G� �� WALTER A'nLUT Jr.P.E. 4 ���� FLORIDA Uc.g 44167 5 SHEET IP.E. r Q�KDATE 6 20 OF 20.