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Home My WebLink AboutProduct approvals Pag e1 of Florida Building Code Online Business Professional Regulation BCIS Home I Log In 1 User Registration I Hot Topics j Submit Surcharge I Stats&Facts Publications i Contact Us I SCIS Site Map Unl6 ! Search,l r ,Product Approval USER:Public User C Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved I Comments I Archived ❑ I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley ® Irod rig uez@eastemmetal.c EVIEWED FOR CODE COMPLIANCE Technical Representative Address/Phone/Email ST. LUCIE COUNTY Quality Assurance Representative ®OCC Address/Phone/Email Category Shutters Subcategory Accordion File Copy . Compliance Method Evaluation Report from a Florida Registered Arcchiteect or a Licensed Florida Professional Engineer j ❑.Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance EntityNational Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code j , i https://v wNv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2PAMCOh... 2/7/2020" 8/15/2018 Florida Building Code Online Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer.-Qpyrjght 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub electronic mail to this entity.Instead,contact the office by phone or by traditional mail. If you have any questions,'please cor Section 455.275(1),Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address,please provide the Department with an email address which can be made available to the pi. licensee under Chapter 455, F.S., please click hese. Product Approval Accepts: Credit Card Safe i https://floridabuilding.org/pr/pr app_dtl-aspx?param=wGEVXQwtDgsg%2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp°/a2b7HAWw%3d%3d 3/3 GENERAL NOTES: 1.BERDW H.V.ACCORDION SHUTTER SYSTEM SHOWN Oil THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)H45 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM AWT BE INSTALLED AT HICH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE UENTIONED CODE,FOR A BASIC WAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED YAM A DIRECTIONALITY FACTOR Rd-0.135,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. AREA 1: HV B ADn& IN ORDER TO VERIFY THE ABOVE CONDITION,UL7MME DESIGN WTND LOADS DETERMINED PER ASCE 7-10 SWILL BE FIRST REDUCED TO A.S.D.DESIGN WUNO LOADS BY MULTIPLYING 7HEM BY 0.6 IN ORDER10 COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS I11MCATED ON SHEETS 11 THRU 15,19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 H ORDER DI N SSU THAT ANCHORS ON THIS P.E.D.•N TESTED,O-ARE NOT OVERSTRESSED.LOAD A 33 E INERIFIED IN AC OWDAN LOADS FOR WAND LOADS WAS NTLI USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V ACCORDION SHUTTER SrilfU'S AOEOUACY FOR Y/tND/AND TARGE MISSILE IMPACT LOAD AVS BEEN VERIFIED IN ACCORDANCE tV11H SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE(D(10214.01-03,10715.01-1)3.11004.01-05,#1214.01-05.11)317.02-06./1)609.01-IO AND 10210.01-11 AS PER TAS 201•TAS 202 AND TAS 2D3 PROTOCOLS &81220.01-10 AS PER IIS 201,TAS 2D2&TS 2D3 PROTOCOLS LARGE MSSILE. AREA 2: HV BLADEl RAND HV WINDOW BAD 0) -HV VAIIDOVl BLADE©A 10505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-00 PS PER TAS 202 PROTOCOL. (WHERE APP 2.HV BLADE pi AND HV WINDOW BLADE O ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED Oil SHEET 19. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H-V.ACCORDION PWS(MN SCREWS).USED A7 BLADES KNUCKLE AND FOR DIRECT MOUNT .CONNECTIONSHA TO TRACTS SHALL BE T 14X2.75 AND 1 14X1.75 PESPECTIYELY,410-FTP MINIMUM CENTERMA7E DETAILS HV SHEET B SERIES SiAlNLE55 STEEL SCREWS WITH MASA Wei YIELD STRENGTH AND 180 Ii TENSILE STRENGTH.PR75 SMALL BE COATED WITH BETTOR HV DALROSP.rELO COATING SYSTEM AS LWNUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED MTH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARRING ON THEIR HEAD. CEKERMATE ALTERNATING DETAILS HV SHEET 9 4-ALL ALUMINUM EXTRUSIONS SMALL BE ALUMINUM ASSOCIATION ALLOY A140 TEMPER AS INDICATED ON SHEETS 7 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 33-7 ksi AND 35.7 Tui END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEEP 10 FOR 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SEINES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50"LITH.YIELD STRENGTH AND 90 ksi 40N.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.<, ANCHOR SCHEDULE-CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 315 SERIES STAINLESS STEEL WITH 35 ksi mattli M YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS--HV BLADE O' =12.13,1 4.14 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE ID& WORKING IN UNISON. 12. 13& 15 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERM N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9-IT SHALL BE THE RESPONSIO LILY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR 70 SEAL/CAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MHO/RAIN INTRUSION. AREA I HV WINDOW B AD ON Y ID.EACH UNIT MUST BR PERMANENT LABEL IN A VISIBLE PLACE VAIN WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OVIUER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL HV AND A HD CENTERMAIES AND ENGAGE OR LOCK ALL NV AND HD LOCKS, TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER IMAINUFACNRER•S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709-9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BULDING CODE. AREA 4: HV WINDOW BLADE n ONLY 72.YMERESERIVPERMIT IS APPLIED TO.N.V.ACCORDION SHUf1ER SYSTEM'S INSTALLAIIOV SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND TONING REGULATIONS PROVIDED BY THE JURLSD,,CRON INSTALLATION DETAILS. METAL STUD WALLS SHEEP 20 VMERE 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.%THERE THE SITE CONDITIONS DEVIATE FROM THE RED. (E)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAEIY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANF MEANS. THiS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED FJIG04EER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR.)FOR THE PROJECT AND WHD WILL OBTAIN PERMITS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.C.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINECR TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRX14NGS FOR REVIEW. (e)ORIGINAL P.E.D.SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �•T FLORIDA BUILDING CODE (hi h Velocity hurricane Zone ®2017 EASTERN METAL SUPPLY,INC. A BERTHA-HVTM 1 I�DE O INE. Accordion Shutter System a's �t ' ■ ■ ■p■ FAV.BtoDE 81 W/OR W/O FAV.W 1,MW RADE 4, ti TIWT TESTING &ENGINEERING COMPANY American Shutter Systems REV.". DESCRIPTION DATE DiuWN BY- M.L ••' Association Inc. 1 OLD 15-090 02 1 DATE: 08 02/17 .d/(L�'•F( p,:' �4..1 bass rLW.J61k.sI,St'.aDs.vAarrA 0u+9mx FLCRNIA an r / / / (3D5)871-1530.Foe:(JD5)871-1531 4268 Wes(Roods Drive 2 -mar:BRecceoal.com 1Yesl Pelm Beach, FL 33407DRAWING No /ANAL�tao ES-0006719 Phone:(800)432-2204 .FOR: (561)2D9-6380 4 E r1 WALTER A TILIN Jr.P.E. 17-1 ZZ P.E.5E/J.%SI6.1%.E/DATE RDRUk Uc.1 44157 5 SHEET 6 1 OF 21) i I Z, TOY �F.. VARIES 6 Ov so 'W 90:1180- STARTER (3•HV UNIVERSAL FLAATER C5) COVER ID VNDER p 55179 '�)HV DIRECT MOUNT OUAMEO USE:W1 liv BLADE �_ T FlED FOR USE V//HV 6005-i5 ALLOY AND 7CMRER QUALIFIED FOR U 61?R 5E W/ NY 6053-76 ALLOY AND TEMPER 'SEE ROTATIONS F USE 017 BLAD 9 0 SHEET 19SLADE ff? -76 ALLOY AND LEPER 6065-16 ALLOY Icup 085- 072 _6971 J, R0.07 3)BY ADJ. 6DAPTER W/up . a '03 K .920 - a VUJFICD-T USE 1'6*?HV WALK—_0)!Q? TBAC �1, E-ui% QUALIFIED FOR q.�E W/W NY TRENCH TRACK'6)HV ADJ. FLOOR IRACK 13063-15 D .PER BLADE ci QUALIFIED FOR USE W/W 3,740- OUALIFIED FOR USE%V1 HV 6063-76 ALLOY A TEMPER BLADEfTfonly. ('fd IN RAINGUARD -AN&TEMPER 90�Tr ALLOY A[D TEMPER h VARFS roB3-vS ALLOY • QUALIFIED FOR Ip I- )qF ZDE I. W/HV VARIES 1.936' 6063-76 Y AND TEMPER •6 1.917, 0 .003' . _T! 10 06 0 or CFO- A .09 -14 00 15701 1.50V I U %e 67cr. 3570' 1 L 1570' 1 (fi) 14V CEILING HEADER62- FIV HEADER/SILL OWUnED FOR USE V//W BIAW.111"IONLY, QUALIFIED FOR USE V//BY BLADE I.; t13)_HD CEILING HEADERZSIL SEE SECTIONS FOR VAUDR? 600-16 AUDY AND TEMWP OUALIFIED FOR USE VJ/1w BLADC(�J'j 6-4.jig ALL Hr -w- HEADER/SILL 6063-Tb ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE V/ Kv 6063-76 ALLOY AND JEUPER BLADE L!,ONLY. 6063-T6 ALLOY AND TEMPER I U3 _ COMPONENT A It 11 F12 XI is-M& va fak 2, v MAX.'0.192'1 t0.19r i16:SIDE ANGLES ' QUALIFIED FOR USE W/W ALUMINUM ANGLES 2.S' 0.390- 0,100120' CORNER POSTS - BLADE ITT; OVALIFIED FORS USE W/HV QUALIFIED FOR USE W/fly 6063-T6 ALLOY AND IVJPER BLADE DIONLY. 2is-NkLj=-IWDAW BLADED 6063-16 ALLOY AND TEMPER 6D65-T6 ALLOY AND TEMPER FLORIDA BUILDIM; CODE (l4Fqb VeID4:it)F HL)rrkOnla Zonal ........... 11 0'2017 MUR14 14EYAL SUPPLY,INC. BERTHA HVY', on Shutter System __:1 7-Ec7q, A.S.S.Aw CR W/o Ky. Accord, Z I L Xv.R-Am#1 w/ VA HALE Alnlsricon Shutter Systems ALYN, ocstm Ulf k,"N—r"jW TILLIT TESTING&ENGINEERING COM PAIN%Y,. Ml SATE of 6355 ILYL-"ft St.SlI.ZW-�WA GAnDIF.JIUMICI,4310 Assoclotton. Inc. I DID i5_030, Fbem (305)2171-TWO.Fe.:(305)871-9"1 4268 Wo.t Fro.d.D&& 2 DRAWING No Ylt-t Polm Bed-h.FL.33W? 3 ......... 19-0005719 PhD-;r(800)532-2204.Fox:(561)2 YALTER&TWr.V.PE 09-83410 Xo;=tg,.JF 44167 ElREE 1 1 2 OF 20 _4=3 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 9 3/8 o; 12�CE ' Q 1 4D —i TO BLADE 79P .0625" 7O HV BLADE 1 `•® ; EDCE .1675'��-'._ WINDOW BLADE .0625' .0625' .0625" HV BLADE 1A ,{ ,I �'•J' J :5 _ 1 ® HV LONG RECESSED NYLON BUSHING Z� `= n KT UCNLE •.j 'o oaENw + t .062 �9/ 5•, 875' QQ ( ) 0.06 ' HV SHORT RECESSED W(LON BUSHING ' y Y t N D.o ` I FLAT POROOx R 1.7500•; ® HV NYLON HAT WASHER -� (DOR® �' :JE 1 s �{ii in _i . 1 `r—OF.BtAO£�i�' 7750' ® HV WHEEL CARRIAGE AISI 302-303 SERIES �� I I � Lt1I' �; ��l`_. i•o iso- X 0.870"x3/16'THICK NYLON WHEEL. �� r Y-,1� 2 7/y-Nw i ;��xv Ymrpae+ 0.188"0 AISI 362 SERIES S.S. RIVETS j•315-0 SEPARAnONI ® * _ 7 ) I BSE 1 .0625'-*0625' I, X7.7500' HV 1 3 4"ACCORDION PIN YJ 8 HEAD EXTERIOR f) {-{ ±5'3/a- Y / / N I; OPEtnNLS ' yv) _ ON CErOEAS 7500' © HV 2 3/4-ACCORDION PIN YJ/ fl8 HEAD * I 411, I C. ? I"I'"^ t 1t 2 1/4 mLaaturremv 5- cLrAR �4 POLYCARBONATE IMPACT RESISTANT HV WINDOWi j I• YI '•• ? EENE TYPICAL HV WINDOW BLADE 1�A AND j J .--�1 ss ! POLYCARBONATE HV WINDOW DETAIL OOR'0l+�J t(Sor EE NOTE FOR pEOU.REFIENTS) J (L ® J ° *POLYCARBONATE IMPACT RESISTANT HV WINDOIY BAYER MAKROLON 3103 POLYCARBONATE * 12MIN.CLEARI+tS RESINS. UV-STABILIZED GRADE OR SABIC Uy PiN pEovigEmEws AT ExTuagg BLADE KNUCKLE Fog '� I LTO SME 8oT 0x1 INNOVATIVE PLASTIC LEXAN 103 RES114 ' Q1 OR (SEE NOTE "F"ON SHEET 19). � I : (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Yl/ HV 1Q OR {� ® POLYCARBONATE SOURCES FOR 4 I ''J' EXTERIOR rT HV ® BLADE. TYPICAL SHUTTER ASSEMBLY I. IT,w,wDDom6 �= H.T.S. HV P117 OORn�AT •''' '7®a u (2) HV PIN © MAY BE USED IN LIEU OF AND ONLY AT r En OR 1 �- EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324� l BLADE'S KNUCKLE. FOR �{ Emscri �. (SEE NOTE*FOR �.fr svEcrK IauWn ASN vn7 0.93 mF' o.w3 n/, BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. oa6=� '• O ICJ REOUIREUENTS) $p TYP 1• TOI1 MID SIR04:M Mni bwa Y..oa Dat 9.500 D.fl (3) HV PIN ©OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHERO Fuuwi moan.r mw uru moo Iisa�D. .3.-W D. y FLMRrc DoaAus Am+oma ID.oeo-1 J15.0)D p.�3 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, � 1' 79PAsr KOK1rFD xa0 SHEET AVU 0756 16 R-+e/n 17 FT-15A ® °If -_ WHEEL CARRIAGE DETAIL S E 1)11 Y Aml DTea 47.7 x ea3 z M, H.F.S. AL POUT ,MTE wm1 D o� Ido s uao•res ntel}KH4'L: ASW ciee ID+TAL mwm—DiZ=1 ASW C35 9]07"L a3I0 DAL (1, HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS X—EMIMI-Ow �" "" °" 0.51 a.4 epe0 N.T.S. j7rpr7ua..�' Ir FLORIDA BUILDING CODE (High Velocity Hurricane Zone r S�,T✓9` ©2077 EASTERN METAL SUPPLY,INC. BERTHA HVTTA IL ECO.... A.S.S.A. Accordion Shutter System c ttv MADE#1 W/OR W/O H.v W DOW MADE • 'Q•1. TESTING & ENGINEERING COMPANY TICCIT American Shutter Systems REV.Ra DESCRIPTION DATE DRAWN DY: U.L a335 RR 3RA.SI,Sw 395,%IRGI•A GA Mn,FLORIDA 331e Association, Inc. 1 OLD Is-aeD /02/1 DATE: 66/02/17 }� T P590a:(JDS)671-7530.FO,:(3D5)371-1531 4268 West Roods Ori- 2 !T .............�1 ITS o-m 7:lakrn9autsom West Palm Beach,FL 33407 DRAWING No s/��IAL e1 rII EB-CO06739 Phone:(800)432-2204 . Fox: (561)209-0380 , 17-122 WALTER A.TAUT Jr.P.E P.E.SFA%SIG?&NRI%DATE rLDROA lie.f 44167 s SHEET e 4 OF 20 NOTES ON HV LOCKS AND CENTERMATFS: 32•t<S'�3 0+ X13!a7-5��'�''�2+w •a 1 MANdiTORY CONdRON it:ONE HV LOCK 0 or QS SMALL BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN -6 o•0-•.� OR 12'ABOVE OR BE�OVI T/2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY A e e e •. s T u i '•�'"' •ZS ELEVATION.HV LOCK 124 or 33 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO Q-f OR 21 09'03•• 4 5 7 CElTIERMAlES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDKATED ON i •- i 'Z-:•L'�i- TYPICAL SM.R 1].EVATION. . /) ': f I n I I I 1l 2. LIMITIED MANDATORY CO DMON #2 ALIaNATE "P' �— ROO �EII_INf:I)(CTA1l ATONIC. N!0 HV LOCKS{24 OR• OR ONE HV LOCK'?4 OR�t W/TWO (35' C4 j ` ! ,3^r�' LOCKING RODS ITS. AT TOP & BOTTOM SHALL BE OSED I'M ANY SPAN AND INSTALLAT1014 AT ANY ELEVATION. HV LOCK L22 OR 6S SHALL BE ATTACHED TO O1 OR f22 CENTERYATES W/SAME SPECIFICATIONS AS PER MMDA70RY CONDRION 11. LOCATION OF LOCK7LOCK5,S APPLICABLE SHALL BE AS INDICATED ON TYPICAL _un0_Iar SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. oyD-xvB 1 f I 3.OP11OXAL RNMON#j-IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS q3 OR Q§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF-LOCKS TO CENTERMATES fl: ' II �+ OR�1 SHALL 8E AS INDICATED ON NOTE(1)ABOVE. i —2oRS:o126+oa30ioxv. Z,y•+25 LOCA lON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIO COND[BON 42 (VALID nm WHEN MODATORY CONDITION J1 OR LIM mom �= 5551 j �2 IS USED WIC} H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT'JURRICANE POSITION. BUT IIAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS O$OR AN'ALTERNATIVE DEVICE Si MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION)_ �, i £• 5.AMNDA70RY CONDITION 12:ONE HV LOCK ot S SHALL BE USED AT CORNER CENfERMATES FOR ANY SPAN q,e AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 12 or 43 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I I .966 �§ rr As'b' ATTACHED TO v'3 CORNER CEHTERMATE W/(2) 1/00-21)_i 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS de H AT TOP&ODOOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. j / L✓' x � { NWOMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1 / N6.nrw-xvo I ! 6. 1 x E _ a€�{ j i a ORS•ONE ALTERNATE HV LOCK I�6 MAY BE USED IN UEU OF LLV LOCK Q or q5 FOR ANY SPAN AND INSTATlAT10N5 AT ANY ELEVATION.ALTERNATE LOCK 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 2_J OR 0 CENTERWITES SHALL BE MADE V1/1/4"0-20x3/4-ALUM. RIVNUT AS SHOWN ON SECTION HVE.SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUNTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ( I 7.ueyll._TpkY C0.yIXT10N''A FOR KFVSfDl:f Ab IHRNG INSEALLATIONS, ONE NV LOCK 24 or 2S or 26 SHALL BE SEE END — 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION. TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. LN LOCK I&or Q,S or 26 MAY BE USED AS AN INSIDE OR DETA45 ON D r [ H I / K l u ;I v o x v w x I OUTSIDE LOCK.ATTACHED TO or 23 SYMMETRICAL CENTERMATES Y/ SHEETS 10 k ( i) ` 1' /(2) 1/4"-20 x 1/2'LONG FIAT HEAD S.S. 18 TMP.FULL 11 L M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS T5 YY/CSS HEIGHT. I ' S { I OF CORNER OR 37 TOP AND BOTTOM IS COMPLETELY MANDATORY_ � CENTERMATE x 1721 on-@-181•`(7..-- )w�`01+U J•ox p I. CONDITION!I I= MO CUMMMMM a ANQ ONE ALTERNATE HV?'LOCK 0 MAY BE INSTALLED IN UEU OF HV LOCKS OR 2 FOR ANY SPAN AND ;t OI.115 O1T.`7!•J3:wj17j+�$w INSTAL1ATlON AT ANY ELEVATION.AL76INATE LOCK I-JAAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK db INCLUDES USING REINFORCING LOCKER Q7�,AS SHOWN ON SECTION HVG,SHEET 9•WHICH MUST BE Z.. CONNECTED TO CENIERMA7IS-2B AHD 4 Yl/ 1/4-0-2D x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/32' (- YANGNUT OR W/1/4'0-20x1-SS.MS.INTO A 1/4'0.5/B'RNNUT.LIX;K AtAY BE INSTALLED AT MIDSPAN OR 12" t_8• MAXIMUM ABOVE @1-k i•93aiL++h`S,iotB)wi12••6A' *NOTES ON HD LOCKS & CENTERMATES: 1. ND IIfCK�J W/HD CENTERWTFc�1 pk i3 W/fes:ONE ALTERNATE HD LOCK(33 MAYBE USED IN UEU OF TYPICAL I IV BLADE SHUTTER ELEVATION HV Loots�t OR OS FOR ANY SPAN AND MSTALLaTIDNs AT aN ELEVATION.ALTERNATE HD LOCK�ci MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCK;Sy TO @ IS W/3#'B x 3/8'F.H.S.S.M.S•AND INCLUDES REINFORCEMENT INSERT TCS AS SHOWN ON SECTIONS HDB-FtvTT AND DC-HvC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12-MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 45,IS COMPLETELY OPTIONAL 1I' r Ct A FLORIDA BUILDING CODE (High Velocity Hurricane Zone ___ t11pV�t?, .,.^.....,• ,/T_- ___ __0.2017 EASTERN 11ETAL SUPPLY.-INC. _ _ BERTHA HW,IL EC O tNc. A,S.S.A. Accordion Shutter System KV MME#1 W/OR W/0 TLV.H1tSl(1N ELLE American Shutter Systems RLv.x• DESCRIPTION DATE ORAVI BP M.L / TIF TILLIT TESTING & ENGINEERING COMPANY 63"mm 361.St..St,303.VArA'A WDOIS,iLCLOA 3316 Association. Inc. 1 OLD 15-010 0/02/1) DATE: 09/m/17 14268 West Roods Drive DRAWING No Phone:(3a5)B7t-157f1.Fm:(305)E7171531 z t(;), Z' U1 a 3:Bneeeona.rn,n West Polm Beech,FL 33407 3 /OnlAL'Et��',•1'' WALTER a TLLJI Jr.P.0 Fhone:(800)432-2204 .Fo.:(561)209-8380 4 7-122 P.E.l3FAL/516NA1tfF��/DATE OZ ueDA Ue.Q 44167 s SHEET 6 5 OF 20 POURED CONCRETE - POURED OR CONCRt:TE BLOCK POURED_ CONCRETE- REOUIRED / 1/40-20+3/4'S.S. CONCREtE / REQUIRED CO>ICR"c7E ANCHORS -__ CONCRETE ANCHORS _ ( 1AACHINE SCREWS REOUItiED _ _ --� --- SEE SCMEOULE Ott (+ (SEE SCHEDULES ON W/1/4--20 -CONCRETE ANCHORS ) SHEER 73) SHEETS 13& taA) NUis O 12'D.C. (SEE SCHEDULE ON SHEET 13) ) - T" I A6n.t IACHINE a3/4-SS. ) )J DR)$ EO-L-EO-t NlA9NE SCREWS- --- O r I 1 U51NG T/4=2O NUTS f E.o� 1%2'- i I r;11,- I-IT .25D- 4.. ---- !'I 1/2 13 °R t5 - ----- J=--_( j' a )3 aR 15 ---- �� T E.D.• r•`---_ O O I l r.350'I.lox. ( D. ED• ilI -OPII0.YAL T - 1 — ��};yT] i i�i� •-OPTIONAL )AN_SEPARAMON l;1 TO CLASS(SEE tF'" I.IIN. CLAS SEPARATION yr _, 70 GLASS tl FO7 DVCE I IPPR i 1 OR �A1� ; (SEE SCHEDULE ON I Ig MIN.SEPARATION 1 EXISTING SHEET It) 4• ISTItIC ON AgE7 LRPP1fS�.& TO GLASS I- { G --1 CLASS_! e) !, ' (SEE SCHEDULE ON I ) EXISTING SHEET 11) GLASS ': 'C.HV WALL HEADER INSTALLATION ,A. EAQEW��LATIQN U_ (B) HV WALL HEADER INSTALLATION EbSnSS ! . EXISTS-- I GLASS--F— I I NTN.SEPARATION 'I'' m' To CLASS(R I .1OR B9}� 1 EXISTING 70 GLASS ) _ CLASS —(SEE SCHEDULE ON- 1 11 FOR 1(�PDE1 /.� HIN.SEPARATION ARA ON r'1. ; 1 SHEET I1) j Wf SHEET 1CLASS 9 frCR z (SEE SCHEDULE Ott— SHEET It=10. LLL. SHEET 11) I I i ).• iIOPTIONL ilI 1 E.D• �: i 3 t 5 E.D.• 1't D.• , Ili .1/2' .__ - 19 4O�I--EO •-,1,Rf14: LL,._____ 1/S'o-20.3/4'S.S. Min. - - t -EO i EQ PHILLIPS TRUSS HEAD .l ' t/4-0-20c3/4-S.S.PIOLUVS 17 t B MACHINE SCREWS USING _—.- ___ t CONCRETE ANCHORS L_TRUSS HEAD IAACHINE SCREWS '-CONCRETE ANCHORS ; —OHO i .1' I 7/4"-2D NUBS O 12'O.O. ^— '+ -(SEE SCHEDULES ON W/1/4•-20 NUTS O 12'O.C. (SEE SCHEDULES Otl - 16.. POURED COHCREIE= SH-BETS 13& 14A) POURED CONCRETE_ SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK --- - ',QONCRETE ANCHORS RED"" �� WALL REQUIRED D' HV WALL SILL INSTALLATION (SEE SCHEDULES ON 1 F I HV WALL SILL INSTALLATION •...J POURED CONCRETE_/ SHEETS 13&14A) •� OR CONCRETE BLOCK WALL AEOUIRED ,r, HV WALL SILL INSTALLATION NOTE FOR``PARI""TION OF SECTIO"`, D.•EDGE DISTANCE INSTALLATION DETAILS W/ 1-SEE SWEET 4 FOR TYPICAL SHUTTER E. J ASSTOJBLY (SEE SPECIFICA71ONS ON SHEET 13) O SEE L161frATIONS OF USE FOR �- H V BLADE 2-LIOUNANG SECTION'S CAN BE COIJBINED Oma:BLADE ON SHEET 19 ( ) IN ANY WAY TO SUR ANY INSTPLIAnON. ,n, io�p•� FLORIDA BUILDING CODE (Nigh velocity Hurricane Zone ------ - •11111 Cf-y\� C/J_ - ©2017 EASTERN METAL SUPPLY,INC. Ns BERTHA HV —--- . TTA �75LE C O iN, A.S.S.A. Accordion Shutter System • -p .STATE ? ` American Shutter System s REV.Ne{V O�ESD NIADE 1Hw/ DATE�IXNwNNDOM. /Dg STATE OF TIWT TESTING t ENGINEERING COMPANY Association, In . 1 OLD 15-060 • 83M N.N.36M SL.514.M.HRpIIA rJ WIS1 iUYR 33IG /0211 MTC OD/oz/1T 4268 West Roods Drive DRAWING No • 1\1 PAone:(305)671-1530.Fac:(3D3)871-IS31 2 Ltl a-m t GltecoCaol.com V/est Palm Beoch, FL 33407 3 ^CYV�D ��`tY.11l WALTLTt A Mln7Jr.v.E Phone:(800)432-2204 FOX:(561)209-0380 4 ]-1 22 P.E_5 ,;,MWREY&TE FLOgOA Lk.d 44167 5 SHEET G 6 OF 20 CONCRETE ANCHORSPOURED vr136ARA+17t r :�'(sOR !} 10 . CONCRETE ^-(SSE SCHEDULE ON SH_ET 73) �To:AW vu: ---- AECUIREb _ -t—" - `_'E_-0r''=i_i1_-•_..._-.._.__.__ E00£Of S J �x�b'�' !--•ti',, glOr3l4` GLASS— rit: �• (`[FIr'�n:�1� 'r"f.'�[rosxs'RC[:o01lsf) Or 07 Stili If EXISTING E.O.' PBI ALTERNATE' ANCHOR A +E0- LOUM)N {ti �f( TEK SCREWS 0 t --12 D.C. ' r'�a 1 ii( EXISTING 11 OR 13 oR 15 3j8 CONCRETE ANCHORS _ GLASS-' i i - 't / (SEE SCHEDULE ON 1Ir r8 EDGE OF (+1 r6.-{7 SHEET 13) r^--, 's. ( , ` .r ., 3 f0 EO EDGE 6f tAR IF :(i APPLICABLE XISTING ' III: 'li' ' E�oor---^� 'i: 1/2`;--L-�•1"--) EDGE OF 'i' SLAB IF - APPLICABLE , + Arid G1A55- . 1ttA SPHw,4'I APPLICABLE EA. £'.0.-- i• - APPLICABLE _.M^Y I r,�_ CLASS M t POURED t' I ' i 1So1 TtEMLILEE o'Ff'}iNo w ti. 1 �-:♦ POURED-' T --__ -" Co''iCRETEJ E R POURED-' -FLAT HEAD CONCRETE ANCHORS - o,seTI 197�f .1..OR eN CONCRETE- ^ ( E.D.*-- flE0UI1LED - FLAT MEAD CONCRETE ANCHORS eIDCs•�Jss O,y ( REaUIRED E.D.-- CONCRETE ) -(SE£SCHEDULE ON SHEET 14) REDUtREO ( E SCHEDULE 0.N SHEET 14 HV FLOOR INSTALLATION t ,f,HV WALK—OVER INSTALLATION ;11) TRENCH INSTALLATION ,t) H . CEILING INSTALLATION VALID ONLY FOR UP 70+70,-75 PSF AS.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE 14,SHEET 11 f 1 CONCRETE ArtctfoAs (SEE SCHEDULES ON- "•"'ja cfAo ! J4 SHEETS 14 S 14A) ! tf EXLStiNG 0N.SEPARATION ' E7o57e.0 - , t. 1MiT H) CLASS—� TO GLASS ' � �/ry EXISIUIG ;- Tio I i IXi5T1NG..._ i —(SEE SCHEDULE O.Y- !r•'�.'1 GLASS-i MlN.SEPARATION ! 1 •-'-'--"—'"^is[t:fw_Ov GLASS VWW� ` SHEET 11) TO CLASS t/<V IM LAAAN TAP=j W/ O '—(SEE SCHCOULE Olt rantizLO 11:RFADIMa 1 '1 It( t - 'LAX. SHEET 1 i}- :, FASRTUU•ERS ice.ANCA N% i rI= '{' �1' r•' 1 , 1 3/4"tuf.Ots<rntOn o s• ' I, -it0.3/4-HEX, r as FaR 17'10 G-a''.•YAti NtD ' 3 OR t 5 'E D.* ih t(I :ri tVASFLEP.HEAD 4'D.c FOR FN45 IARr1R no:t ...- 4 k ! 11 K-D•U.'TO K-D'VAX ADAy _ t '•' 1-M!'" TEX SCREWS E D" 7'- t�Fjyt7 AT E"VET FAMENCH wiv t `I !3/8' J•� II t2"O.C- "" �, �� GY+3(5CE hot tt a4 SNIT 1 1_,, 1/2` #14x.3/4' HEX HEAD,,.•_'. I _____ 1 3/B` t - I, 7 UWAM.,45):'��: 3/B ^ _- TEK SCREWS C V O.C. ------ 6 /-114,.3/4'S.D.S. , ! • Cant 'EIAx. EDttGR£TE utcHoBs 1 6 7 3!e a D'D.C. OR i/a"a-20 S.S.M.S. ( -(SEE SCHEDULE ON ' 1/21. ; t 1 E-"'-_ Mac W/uUT II B--D.C. SHEET 14)- - . i�� ot q: '' t/2 � �17 n 18 "r,r;.•_ S.D.S. i - '�'-•fIi fIi •• • i t~0t/<�1•R-f2�W3'0/-<m•a IntNrss *:--1 7/8 �-•1-1 7/8 ' \--CONCRETE ANCHORS '-SEE NOTE 13(b) � r 0 B'O.C. 1 �• Cwmnc Ha:SrRucluwL EO.' POURED CONCRETE (SEE SCHEDULES ON ON SHEET/ •--•� ,`SEE N07E 13(b) >- L,.=�.I2-OD`MFH. '•-WALL UUY(0[CDRAINE .r. `, �.D. OR CONCRETE EtOCK SHEETS 13&L4A) POURED COftCHEIE-� ON SHEET I tC• E.O. SR�.1 REQUIRED OR CONCRETE BLOCK i- • MIN.•. �GoncnnLTT ............ .. - - - :_EDGE Or ;iC; HV WALLREG FLdDR INSTALLATION URED p - RcanROD OPTIONAL--t POUREDSLAB IF _M CONRETE' APFUCABLE - REOUIREO :•!; Y WALL WALK-OYER INSTALLATION =ter HV RAINGUARO INSTALLATION t ;M)IC,UMNE MOUNTING INSTALLATION NATE: "' fEfntfftO Asa D�Icn FeF55V3'.w.-n Pn N.%WUR SRITER SP04 B•-D` NOTE F roMRINAnat of sEcnor+s: * EDGG asrutcE t THIS INSfALTATtaV SHALLSEE ED B£ �� INSTALLATION DETAILS W,/ : HV BLADE I-SEE SHEET 4 FOR MEAL SHUTI. A=CENLE RNEN OPERABLE LEE ♦SEE 1110 AUONS OF US£FOR { 1 ASSEMBLY {SEE SFECtfiCA7K1t75 ON SHEET t3} OR ENTRANCE AN OPERABLE EXIT BLADE; ON SHEET 14 2-MOUNTING SECTIONS CAN BE COURNED rriur. FLORIDA BUILDING CODE (High Velocit Hurricane Zane -- IN ANY VtAY TO SUR ANY INSTA13A110M. _ (9-2017 EASTERN)AETAC-SUPPLY,.INC.___.-. --. -- L�c..r�s BERTHA HVn.I o % IILIEGOIN,. A■S■S■ ■ Accordion W/o xu 1 w/DR w!o xu WNWIN BADE American Shutter Systems AC-I.N. I)MRIPNDN DATE DRAWN BY. ALL TILUT TESTING & ENGINEERING COMPANY '•,.� { Assoclatlon, Inc. t OLD is-aeD 9/02!1 DAT, oe/02/17 aTATE QFMS Cm.metti 31.3+._303,NR544%CAMDEN$.FLG UA 371 ,•`C'1;1 4258 West Roods Drive 2 %% pha e:(3os)eTl-1s3o.F4.:(305)871-1531 DRAWING No n RID,.:'• 1i• a-mcx 41tec04R4L4om Wes!Palm Reach,FL 37407 3 \ tt E'B-006718 PhoDe:(SCQ)432-2204 Fa%:(551)209-8380 4 17-122 J/�IALE�4 •''`PE' wA DWI Jr. a SHEET FLOM L ttOvw ../4416767sJ 4 'r OF 20 SEE END WALL CON vN_waffiL;� ETS 10 & le SEE NOTES ON LOCKING RODS,5.Hu LOCKS®er 22 INSTALLATIONS W/ 1 HV &VD ALTERtt41E HV LOCK®ON SHEET 5. o—uT 9 IN ---- i —EXIrnNC GLASS 'KTK fraDE SUCK DLTA'L KF IS VAJO FOR ALL BLADEWZ HV CENTERMATES CENTERMTES APPLICATION WITH BlADE01 OR SEE END WALL CONNECTION I °10•®5 vx©-oao•Ow rEXSTING CLASS DETAILS ON SHEETS 10 I O.O ©wOO --------------------- --I --- 212-.1/11',0'-2- j ®•QB 4.O9•ow 19•�wO; 3 I/4' 7• 6 1/2' 7• I (eDla-ie xLOT)xurL % I I I OPPOSING ( SYMMETRYCAL I I ANGLE W/(2) L/4'o TPPCON 1/2- w®•@. i + ANCHORS TD coNc1:ETE I / I CENTERMATES c.# (TOP/Borrov)&— #10.3/4-SJJ.s.a 12' I 1 W/ HV LOCK 4 or ¢5) i CENTEL AfIN.SEPARATION i (4)#x0.1/2'S.LAS.TO TUBE ` f O.C.FULL LENGHT. I W/ HV LOCK �4� or 2 ` ; To cuss I AT EACH AHCLL(TVP) l !: f (SEE SCHEDULE ON IN �; @7 sHEEr 11) l 1 rI ; ------ --- - -L — — ---j--Ax------- --- — -- -- --- ------ "x- • z L_ O - ��®°^©'�w®w 10•ow - '- --- ,�a 0, OUT ® " �* 10•OS wo @-o �w HVA HVB ©°'®r^© O4i 800410•OO w HVC -POURED CONCRETE OR EXISTING GLASS CC r —_.——————————__ 10•®�_©� ��`"' REOLTEDE BLOCK HALL EXISTING-, �l•Ow�• 090•�w r ,_——— * SYMMETRICAL 6 (D'ow�•0•g I G1A55 ®.�w Q9•®ca�•o5wO9 I\_EXISTIN I IN : GIN.SEPARATION CENTERMATES ,-�s Ip.®w 1©.®w®.�7 w TO GLASS 5 ___ GVSS +k 1 SEE SCHEDULE ON a - t -�—---———— — bi W/ HV LOCK OPTIONAL w©•® MIN. (INTERIOR ) ®•®8wO•�°"19•�wO SHEET 12) 1 ® � * i f ©.® SEPARATION 1 1 O GNAL 3 (SESCHETDULE.`.. IN �r , VSS OPTIO ` Ott SHEET 71) ti (IMERIOP.) I _ _—_—_— -------- —_—_—_—_-- I I /. OUT —CONCRETE ANCHORSHORS 3 \ I VARIES f'� `\ *®`• v - 11 ®*1-'J'D ® o U i ! 5 7/2-MAX.SLACK I 1 oUTj (EXTERIOR) HVE HVF** - HVD 5 rt�'Jr��A�"�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone —- - -- 1111�- .•„ /p�Z ®2017 EASTERN AFETAL SUPPLY.INC. - - '' 'P BERTHA HVTlI ILEe o ,N�. A■,�■S■,�■ Accordion Shutter System KV.BADE#1 W/oR W/O KV.WINDOW NIDE 7 TIL LIT TESTING & ENGINEERING COMPANY American Shutter Systems RFY.No DESCRTPHDH DATE MWI BV: N.L ' 6 305.Vl ——DENS.nmak 331E AsSOCIOtIOfI. Inc. r IXD 15-0Bo 335 N.W.3.0.SA,34. /O2/1 DATE: DO/OZ/I7 A _ w LAA Ph—:(30.5)871-1530.Fo.:(305)871-1531 4268 West Roods Drive 2 ;1 e-mmT:rdl...O..Lc m West Palm Beceh, FL 334D7 DRAWING No "••"' ��,�\,11 (E-OOOe719 Phone: (800)432-2204 . F..:(561)209-8380 3 17-122 V OP L ,A WALTER A TXLIT Jr.P.E. 4 P.1 sFAl �jy¢n4t�NATE rtoRmn 1 #44167 S B SHEET Or 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LOC KS CENTERM ES 8 & LOCKERS W In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 k 18 INSTALLATION n HV BLADE ouT fIN 't'—ceswlo r MODE 0S4 DETA':NVr.P:DXA70 Wr 5(ET a. Wf HD CENTERMATES u nTL1 AS D1wERslL ft"MG etW-0)Da+a/0D-IND, 1 �q©•Ow��.®q DIDIML 0%IM 5M(ET,WT DC USED.(11.ntls ALTCRNA rr15rAUA1RP+D,-rAr,xn:sxowN n0 Tx6 SEE END WALL CONNECnON—, �( �'®q®•®"©•©°' DETAILS ON SHEEfS 10 R 18 - t (eoss-ts 217-.1/a:P•_ :_-v ®•®q09-®qp�®q90 ; Toon . ..ccs x tx)r.•.rwro+r r 35 3g i vc(r+${o cax�¢Tc ( a/a- (cvuorau) - * i (cvnowU (.)poa/Y sArs to Tu(c tiro.:/.•ius.o u' ( l I —IN � (.>1Lv. i 1 FIN µ) _ x.v. Fr 5 ••; C` /.30 LOCK T(INSIDE) 'tJ . 1 /e- .F ..n• PINS —•—•--------- — — — — — ML �t — =Vz' tn' g %! 3531 oR 32 / 1 r 33 31 vR 32 31 DR 2 31 oR 2 oUT Q_-' 1/4" 0-20 x 1 1/2" S.S.M.S. ( u SEE 1:07E a r"w LCCx®• * W 7 8"0 x 3 32" WINGNUT. Dvnar / / / (ornwu)HOB-HVB OUT HDC-HVC r Loci.ON sxEEr s. ©0 HV "T- LOCK (OUTSIDE)_- SYMMETRICAL HD CENTERMAT 5 SYMMETRICAL HD CENTERMATES �G* W/ LOCK (EXTERIOR) W/ LOCK (INTERIOR) t sums 9.44&—.w.t (2074-13 ALLOQ LARGE n rE TMC! a'®q©•OqO ID•®q s EEr rM5ERT.PARE i 6]20. As UN:UEKIUPCD B!AW EL C12TtRV 1 D'®q©•��®•®^' TExIDMI.PARSWPErn'./IV JCS 07054 OR EQUAL •®q�.�wO.®w ----- ------------ — — — — ———e'®-®®q® 3 1 © �`su eons a laws mr,(a)a m®loos an SND3> ..w loP Au amDogTrs+PnxAay.s.PP E4M OO HDD—HVD�* FLOATING STACK FLORIDA BUILDING CODE (Hi h Velocity Hurricone Zone ..........,�{/�4 - - ®2017 EASTERN METAL SUPPLY,_MC.__ - -- s BERTHA HVTM 7� I L ECO ,INc. �.S. �� Accordion Shutter System KV. RADE#1 W/OR W/o KV.4NNDON RADE American Shutter Systems M.N. DESCRIMION DATE auval w M.L •�3 $ -�• TILUT TESTJNG & ENGINEERING COMPANY Ag70C10tiOn Inc. t O(n is-oeo O •, Of %• ens rm 36N.5L sh.Sas,wnnu Gv s,nXROA 3)T4 + /oz/t7 DATE: oa/o2/n S s1ti Ph..:(305)671-15:0.Fal:(305)871-1531 4268 Wesl Roads Drive 2 SJR••...........•�4+ 11 e-nine uxemaaat.eom West Palm Deach.ET-33407 3 DRAWING No /OR' L�,`�\ r• EO-0006719 Fhoae: (800)432-2204.For. (561)209-8380 7—�22 '9 1' /1' IVA-TEA A XUF Jr.P.E. 4 P.E.SFNJ 1GGIFT(1RFjDATE ELOR.�A(;c.F at67 s SHEET a 9 OF 20 �- -- - - - - - -- _POURED CONCRETE _ POURED CONCRETE • r—POURED CONCRETE OR _-_— --��-. "—POURED CONCRETE .-- __—__,_ _- --_- /�'-OR CONCRETE OR CONCRETE OR CONCRETE _•__--_ �,_ CONCRETE BLOCK WALL - - �/. BLOCK WALL REOUIREO '� r: BLOCK WALL REOUIREO BLOCK WALL REOUIFEO - REOUIREO r —EXISTING CLASS - —EXISTING GLASS ------- "� t-2-ASN EXISTING GLASS CONCRETE ANCHOR.-; —EXISTING CLASS - �——r• r -/—�:..—--S _1•••-.I�l' -� i 4 16`O.C. l.,+— AAM.SMARATION M1L T r• 'L— •--)——i - TO GLASS(SEE _ SEPARATION - ( IAN S'EPARATXAN -•-2`LfN. IAN-56PRATION SCHEDLXE ON SH-M TO QJSS(SEE ! - I TO GLASS(SEC IT FIR 10 MASS(SEE BLADE-11 NX7 SalwA.E ON STEET 1 �`i :LYk'L<AE 6i S'EET EOIi—s--.EO $p$pULE OY SNEE7 • Q*i SHEET 79 fi%i It FOR BLADE TjMID - .'I= 11 F1R GLACE[1;MD 1/76`x3'7IAX- ETADES G`k. {t fI1R'QAD'c 1L'AND QY SHEET 19 FOR .0N SHEET 19 FOR 'r• ON-SWEET 19 FOR (6063-T6)CONT. Z ! ` RADES Q)&¢3) 1/ ! (LOCATE A7!• eADES LTJ&(1ly ALUM.CLOSER ; I( i T---1+- ti :BEST ` PLATE.(LOCATE 1/2•• E r i I ERNER SDE'1 + OF eS f) j 1 AT EITHER�FOj US'1 r 4-USE I OR z-T,.A7f. Z/2' ON. _ ____= (AS APPUCABLE)x2 xl/8'x0•-2' „—_ _i•'' I ESP -j 6'10,1/2'SACS-- " I • �' � ALUMINUM CUP ANGLE 11091/2-SEES•„_,: -—-__-- i O 16'O.C. �f -�_ _—•' r--. /` (6063-76 ALLOY)AT W OHEIGHT o 16'O-C. i`}:- (1)110<1/2-S.M-S TO D& j� I '� (2)1/470 TAPCONS ANCHORS TO I q Lrr WALL AT V O.C.(LOWE AT :S`•�+ SEE DETAIL X FOBr(Cf2OR dA EITHER SIDErT,,'•ORSIDE CONNECTION !• {''S OR (�Ar'r SEE DETAIL X FOR •• OR t�I1Av TO TRACKS -•oto.- « SEE DETAIL X FOR_' 4)--` . SIDE COtINECD01i «�°•{j-�t 4' D SIDE CONNECTION ( 2Z•"' `«ts.1.O«rJ«i101•ps'« a2« -,:V'(_7; .•;iQ'•1S••� TO TRACKS y •«6•y«,,,8,:«i�Fk-�S•+ ]Oi•95•^�T.• 1(gin-:tea« 70 TfiACKS ! +I Q•aS1^• r• 3«t�t•'S« :10-03«fn•ns«431.Sx« t {gr�f3«fj 0- -0- 1_. .C. S§« —c1•i •ar«�I•Gi'•L6'« �.,�.n"�„(6-j.L�.�g.« Cst•(7•Sz«�r4•fR« �•�«fs•��«vT.fn« 9 Ta«�••s«rB?-�7�•a ns• •al .T,«^B ��« ,3•ns«3•[ir«±e)- j« u•4-Er-rg Cav0. !«i 9)«L52•C• DZ•• «ns.3«r•S3«�nr? @p �s:•ne«a -c3«Ii9•Ssatsl«fa•5a Cj-as«f$- «:fix-zS.«tisy>;ii,.py END CONNECTION DETAIL 4.7• END CONNECTION DETAIL(1 l END CONNECTION DETAIL 2? END CONNECTION DETAIL(3i _ REWIRED or&y FoR sPARs GREATER TRAH 12'-a _.—.—�j ter•' --POURED CONCRETE OR EXISTING (4' Q •` CONCRETE BLOCY.'MALL GLASS —EXISTING GLASS # IT OUIRED ' ;f A; ` -- FAM SEPARATICtt - --------- I//0A1jz"SAA. - _ 10 CLASS(SEE0 16'o.c. a (SEE Y r -"--- —� -_=_-(�-- !••�6 c 8.c=.(1 v I .SCIIERR.E 09:l ECF 1 71 FOR QtLE CLA40 �r• -------------- CONCRETE ___..___.._ !_--' 11 FiR B.MC fi'`u:D I .. 1/2-MIN. ON SST 19 FCR ! r - oa SHEET Is Fra ANCHOR 0 ----- Ill ohi131c'tj q c=(j S F li 2 j ETA1>;•S.)&� ` 12'D.C. R7DES.L'�' �•4 \y CONCRETE—.• cr ^.._.� �.- WICHOR i 'ti .EO •-.- i �, O 15' r 1 -' O.C. _-�'--- 1/2 MIN. ( -�-- ' L4G•--� Iu EO 'AMM. _ _ _ •'(6)vRtG4i�10''. SEE UTA ATgNS OT USE FOR , C 2-ATN. t 2'MIN BLADE IIA ON SHEET 74 k9I O,'yap'C4Ox �f() yIEW Y } A ! :2�: /7;OR ( PLANR-15`«r6>07-(aJ«�Do-•.Zx« �AA CIO « C6>-(2«�'' '-$«' '�« END )INSTALLATION POURED CONCRETE OR , +.('y'«t•}'«,�"•+770,(8«•10• �.�.�«�«�•�.« CONCRETE BLOCK TYALL ..�sw9�,•:73'a.�n.rs« .. .«,s-�«;s•a�« 1 HY BLADE OR HV WINDOW BLADE INTO REGUIRED ?•67-•r:•fy wt6 r•C''i�"' I r^ _- ,• « ,.s,« .,06' -,« 7� D�«°g' «I(�"s6«� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL C5? CD-f,-V•63.«:ls �'«r.�A)Pn„ D CO CT 6t « 2.8q FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1111•`` j•i ©2017 EASTERN METAL.SUPPLY,INC. *�x ' ........ : �5 ,., -BERTHA HVTT.A S S A Accordion Shutter Sysstem �� ■ i M iHV.GLADE�t W/CR W/0 H.V.1N 0" 7ILLLi TESfiNG g ENGINEERING COMPANY American ShuNBr Systems REY.N. DESCRIPTION DATE MM er: LLL rAl�Q,C sass rrx.ism.se,sea.:,as.Yacaa.c•ADa+s.RORM a1+s Association, Inc. 1 OLD 15-oBo /02/7 INT£: oB/oz/17 On4268 West Roads Drive s -�t PAe•(3o5)67I-l53D.Fox:(305j875-1531 ORAYtt!ZG Na .•• HI (ry tt'+ .-m l:01-0 I.Com Vest PDIrn Beath,FL 33407 3 -�S'S+ •....--• ' 1tL FR-GOD6719 Phone;(800)432-2204,Fac(561)209-8380 4 17-122 �� •N� yZ WALTER A TILER Jr.P.£. FLOR04 ltrr 1 44167 6 100 IF 20 SCHEDULE >uTMEDULE12 SCHEDULE JA *NOTES: (1)L+:MAXIMUM ALLOWABLE SPAN FOR A 4 SEPARATION TO .LASS R O IRFM NTS * MAXIMUM SHUTTER SPAN* XI)AUM SHUTTER SPANS"L+" FAM SHUTTER SPAN 't+'• GNEN POSITNE AS.D-DEH-N PRESSURE MAXIMUM SHUTTER SPAN L+ OR L-" "L+" OR "L-" (it- FOR R -L-" (ft.) INSTALLATIONS " (ft.) INSTALLATIONS TUTwc. FOR INSTALLATIONS W/ ) W L-:VAX.OLLONABLE•SPAN TOR A GIYEN (I)SEE BELOIY fOR MINIMUM SEPARATION TO® &0 Or or W/ ONE INSTALLATIONS W/ N /•� NEGATIVE AS.D.DEIGN PRESSURE RATNC CUSS SCHEDULE FOR SHUTTERS INSTALLED 1,77HIN fiV LOCK or or or HD LOCK W/ TERMATES. & & W/TWO HV OR W/ ONE HV LOCKS THE FIRST 30'-0`ELEVATION OF BUILDING ® ONE HV LOCK OR OR LOCKS OR TWO VJ NO LOCKING (2)PROCEDURE TO OFERMwE MAxIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD ® OR CENTERIATES 0 & / SPAN FOA WAIL GOUtnINGS DR /'� OCKING RODS 70P 80770 W/ ONE HV LOCK ®W/ TWO LOCKING RODS OR 1�q W/ NO OCKING / FLOOR/CEIUNG: (2)MINIMUM SEPARATION TO GLASS FOR SHU TERS ® Y ONE HV LOCK ORTOP & BOTTOM •(SEE NOTES t.tU RODS ♦(SEE NOTES t.1� / o FOR Mo7NflNc I1 INSTALLED ABOVE 30'-0'ELEVATION of BUILDING. R ♦(SEE NOTES t.to HEEP 7) GIVEN.DETERMINE A.S.D_DESIGN N'L+ R V•wuuu 14uomv C utTMln. CONCRETE&WOOD RATING,DETERMINE HAI(IMUIa SPAN'L+' MEASURED AT BOTTOM OF SHUTTER 1S 3 As.n CONCRETE&WOOD INSTALLATION$O 11� CONCRETE FROM SCHEDULE M2 INSTA.UTION$O AS0. ASD. M9aI pptl INSTALLATIONS O a[s✓1 1115UlURONS GIVEN A NEGATIVE A.S.D.DESIGN FLOOR CEILING ° WALL ROUN MS >R[S tt"'wu, rnRls 4oUNiRJC PRESSURE RATING,DOERIJINE MAXIMUM aAmw WALL MOUNTING NOUgNHc wm:c & w1aL: LAntap MINIMUM SEPARATION TO GI AS SCHED n(ad1.) ROOv/CEIUNG NO;jNT rGS b•r-) FLOOR/QIUIIG MOUNONG �1�� SPAN'L-"FROM SCHEDULE SHUTT7_R 1V/ON TON O GI S KIN ROD(+ -7 L, (n) L-(IQ L+ (A) L-IN (•Ln-7 L♦ (A) L (n) P -j l, (N L-(n) b -) L-(n) FI AL MAXIMUM ALLOWABLE SPAN 15 EDUA 30 13•-2- I6'-D' 13'-2' 16'-D" 30 12'-3' 14'-9• 30 13'-1' 16'-0" 30 16'-O" TO THE MIBIIdSItd DETERMINED SPAN SHUTTER IVSTALUITIOW W/ INSTALLATION W35 12'-B' 1<'-TO" 72'-e' ls'-10' 35 I1'-9' 13'=8' 35 12•-7' I5'-7- 35 14'-10' BETWEEN Ra'AHD'L- ¢YMMEfRI Al OPPOSING SPAN CENTE�RM41ES CENTERMATES 4O 12'-3' 13'-10' 12'-3' 13'-10" 40 Il'-S' 12'-9' 40 /2'-2' 15'-2' SD I3'-f0• (3)PROCEDURE TO DETERIANE IIAXIMUra45 I1'-11' 13'-1- 11'-11' 73•-1' 45 11'-1' 12'-O' 45 11'-9` 14'-3' 45 13'-1' SPAN FOR COMBINATIONS IN BETWEEN 105• 3 3/Bi 4- 50 11'-7' I2'-5' 1V-7' 12'-5' S0 IO'-9" 11'-5" 50 11•-6" 13'-7" SD 12•-5" WALL l9/FLOOR/CEILING MOUNTINGS: OR LESS 55 11'-4' 11'-10' I1'-4' 71'-10' 55 10'-6' 10'-11' 55 11•-3- 12'-11- 55 f1'-10' FOR A GIVEN POSITS A.S.D.DESIGN >705"TO MAX. 3 7/Ba4' 60 11'-1' 11'-4' I1'-O' 11'-4- 60 70'-3• 1D-5' 60 11'-0' 12'-4" 60 - 10'-il' PRESSURE RATING: ALLDYIED DETERMINE: USE 2 1 2 FOR ND to OR _ 65 10'-IO' Io,-Io, 10'-7- 10'-70' 65 to'-D' TO•-0" 65 10'-9- 11'-li" GS 9'-5' f0'-I' / U+=Rte.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR NY CENIERNA7E5. 70 10'-6" 10'-6' 10-2" 10•-6" 70 9'-8' 9-8' 70 10'-7- 11'-5" 70 8'-9' 9-4INSTALLATIONS. 75 10'-1- 10'-1' 9'-10• 10'-1- 75 9•-4- 90-4' 75 10'-4' 11'-1' 1 75 - B-9- L2+=MAA.SPAN FOR FL003/CEUNG MINIMUM SFPARAnoN TO G A¢a c.HEnNIF BO W-10' 9'-9- 9--7' 9'-IO" 80 9'-O• 9•-0' BO 10'-O' 10'-9" MOUNTING INSTALLATIONS. SHUTTER W/ONF I OCK&TWO LOCKING an S OR 85 9'-6' 9'-6' 9'-3- 9'-6- 85 B•-9" 5'-9' 85 9'-9' 10'-5' FOR A GIVEN NEGATIVE AS.D,DESIGN WITH ONLY TWO LOCKS 9D 9'-3' 9•-3` 9•-O' W-3• 90 W-6' 8•-6- 90 W-5' IO-1` PRESSURE RATING: 95 9'-O' B'-9' 8'-9' 9'-O' 95 B'-J' B'-3' 95 9'-2' 9'-1O" DETERMINE: INSTALLATION W IN SHUTTER STALLATON W/ U-"MAX.SPAN FOR WALL MOUNTING SPAN SY)!_MEffiIGe/ OPPOSING too B:-9' e'-4' 8'-6" W-9' 100 B'-I' e•-1' 1Do 9'-0 9'-7- INSTALLATIONS. CENTERfATES CENTERMATES 105 W-7' 7'-17- 8'-4- 8'-4' 105 7'-I1' 7-I I' 105 B•-9' 9'-4' L2--MAX.SPAN FOR FLOOR/CEILING 105' 110 8'-4- 7'-7" 8'-2' 7•-11' 110 7'-8' 7'-7' 110 e•-7' 9' OR LESS Z J/4-•' 3 3/I6" O MAXIMUM SHUTTER i 15 W-2' 7•-3` 8'-0' 7'-7' 115 7'-6' 7'-3' 115 8'-4' B'-11" SPAN'L+'OR'L-'FOR FINAL MAXIMUM ALLOWABLE SPAN IS EOU >105-TO MAX. 3 1/4'••• 3 I/4` 120 W-0" 6'-11' 7•-10' 7'-4" 120 7'-4' C-11' 120 8'-2' W-9' INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN-L74','L2+. ALLOWED 125 7'-10' 6'-8' 7'-8' J'-O' 125 7'-3' 6'-8' 725 8'-0' e•-5' SHALL BE LIMITED TO 105 L7- AND'L2- '•USE 2 15/16-FOR FIV•1'LOCK&W/ p5f. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE VATH FINAL USE 4 1/8"FOR HV'T'LOCK SCO IY/ 7'-B' 6'-5' 7'-6' W-9' 130 7'-1' _ 6•-5" 130 I70 J'-10' 8'-1' • s 735 7'-7' 6'-2" 7'-4' 6'-6' 135 6'-I1" 6'-2- 135 7'-9• 7'-9' MAXIMUM ALLOWABLE SPAN AND NECXDVE USE INDICATED VALUES FOR HV CENTE MATES 140 7'-5' V-11' 7'-3' 6'-3' 140 W-10' V-11- 140 7'-7' 7'-6- A.S.D.DES GN PRESSURE RATING TO DETERMINE Il"MUM ANCHOR.SPACING_ INSTALLATION .FND 145 7'-3" 5'-9' 7'-1' 6'-0' 745 6'-8' S'-9' 145 7'-5' 7'-3' QFC 150 7'-2- 5-7- 7'-0' 5•-10' 150 6'-7' 5'-7" 150 7-4" 7'-0' 7160 C-11" 555 7'-O" 5'-5" 6'-10' W-8' 155 V-6' 5-5' 155 7'-2' 6'-9' CwICFETE&1JAN507! WOW '-2` 6' t H.V. CORNER CENTERTE g3Y BE -9' S'-6' 160 6'-5" S'-2' 160 7'_t' 6'-7' IAMAY USED AT ALL MOUNTING INSTALLATIONS.LOCKING WALL A. B,C. D, E, M, M.0,P.0.R. 165 6'-10' S'-1" 6•-8- 5•-4' 165 6'-3' 5'-1' 165 7'-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K &L. 5!4 V. 170 6'-9' 4'-11" W-7' 5'-2' 17D 6'-2- 4'-11- 170 6'-11" W-2' MANDA70RY CONDITION f2 NOTE/5.SHEET 5. 175 6'-7' C-9' 6'-5' 5'-0" 175 6'-I' 4'-9' 175 W-9- 6•-0' FLOOR/CEILING G. H. 1, 11 +J. T, U. YJ& X. 780 6'-6' 4'-B" 6'-4' _ 4'-10' 180 6•-0• 4'-8' _180 6'-B' 6•-10- •f•1•IXCEPT THAT MAXIMULI SHUTTER SPAN'L+OR'L AND MNOMJM AS.D. }COUNTING + M. _ 185 6•-5' 4'-6' 6'-3' 4'-9' 1B5 5'-11• 4'-6' 185 6'-7" 5'-B- DEIGN PRESSURE RATING FOR INSTALLATIONS TIRO CONCRETE OR CONCRETE 190 6'-4- 4'-5" 6'-2- 4'-7- 190. 5,-IO' t'-5' 190 6'-6' 5•-6' ��IO LIMITED AS TONE : �,r� 1- CV-D- PAN TO KEYSTONE MIOUNTING LIMITED TO 164,-72 p.s.f. ( 1 ) �" BLADE 195 6'-3' 4'-3' 6'-1' 4'-6" :95 5-9' 4'-3• 195 6'-5' 5'-5t AND 8'-O"SPAN. �/ �1 Y 200 6'-2' 4'-2' fi'-0" <'-5- 200 5•-9' 4'-2' 200 6'-4' S'-3" SEE R10UNTINGOON SHEET 7. 205 6'-0' G'-1' 6'-O' 4'-3' 205 5'-8" 4'-1' FLORIDA BUILDING CODE (High Velocit Hurricane Zone - III - - - 11111+'�•s\�CH A.,��•�� ®2017 EASTERN METAL SUPPLY,LNG `,L5 �'•'"tc•. t, BERTHA HVT. S Accordion Shutter S stem S IL EC O �N�. S ■ Itv tDET w/DR w/o KV.ti»r arr RADE TILUT TESTING & ENGINEERING COMPANY American Shutter SySfBFnS REV.N4 OESCFIVfiON TATE DRAWN by. ALL. n 7r r '7� 6-155 N W.261A St,54.Jal.NFG,CA GIADD 5,Rar 4 5316 Assoclatlon, Inc. I OLD 15-090 a/00DATE. pe/02/17 %p iE-BT� ! Pnon•:(M5)871-1570.Fes,:(-165)871-1531 4268 Wast Roods Drive 2 (,'•,�' Q i c-mos WlecoGocl.— We5t POIm Beach,FL 33407 DRAWING No =mac^ '�aRiD�: �`�L,�' EB-0006719 Ptlone.(800)432-2.204. Fan(561)209-8380 5 d7S, >� WALTER A ALL1T h.P.E. ( 17-122 PA:^ Q}if�r�NtogTE' nOxoA U.E 44167 s SHEET - F 1 OF 20 KMIM M ANCHOR, SPACING•,(j0,)J$H D>,�jF'FOR A CN�h�,}A� cHtrrrca S� ANCNORcS SING IEGEND ---- -- RESIGN NEGATIVE COAD AUD A CORRESPONDING A,0 1M TYP FOROh RETE INSTA Ai(Oh (SIE VOWITINCS A.B,S D AM F DH SHL[r a) TAPCON YJRH ADVANCED THREADFORM TECHNELOGY POURED CONCAEfE BLUE TAP A WAt1 HLA NOLU MC A 9MLL HEAD A LIMING D 14I L SRt DUJJSIHC D Wxt SRL U1I11NC C h WIL IIEAOER SILL 1ADPER4 a111N f7/ w/ Owx!IIEAI7ER INUITIING »,/ IL HO[AViWG / (x) AS.D.1 PSTN I LG57 COAD t A _DCSICN LCATM t0A0 valZ AS.O.COXA GMWE LOAD tl ASO.DESIGN N Tn t A9.D.1>LS 6x aTSUtJE L Wp AS.D.CiSG IVhTP/LLWIDIG lOM TI Jo SO 60 73 90 1T0 160 TOS]0 40 60 75 90 120 1e0 2DS JD 4D 00 7s 90 120 160 T0.1 3D 40 6D 75 90 120 160 2W JO 40 00 75 IID 120 160 20.5 JD 40 60 75 eD 120 160 los R ID 1. 12 tb D o 8 14 17 1019 b B 0 B 14 )2 to 9 0 8 D a 14 t1 ID 8 D 6 D •• 14 /2 10 p 0 a 6 SS 8 0 0 D D 8 7 DS /4 1 20 9 a a 6 5 1! )2 10 D B e i 6 1 12 10 9 B B a 6 I4 /T 1D 9 8 B 0 1 14 12 TD 9 D 0 6 6 D d B 0 B p B 65 It /2 10 0 a O 6 6 14 t2 10 9 e 5 5 6 14 12 10 9 a e 6 6 14 4s-0. 1• 12 1D B p e 6 1 /• lT /D 9 D B a 6 14 li 1D 8 0 D d a I4 IS ID P D 14 12 10 9 B B 4'., • 14 12 10 9 a d 6 4 74 IZ 10 9 a e 6 6 t4 12 10 9 8 B - 14 12 fD p D a 6 6 D O 9 B a dS D • SEE ANCHOR 14 12 10 B 8 B 6 14 12 l0 e e B 6 0 14 12 1D D a 8 5 6 T. IT 18 9 8 B - - t! l2 tb 0 B d 6 - O B 8 B 0 D 7 S $'-O• 14 11 10 8 B D 43 - 14 12 la 8 B 9 6 13 14 R 1D 0 D B 6 6 K It t0 9 T3 - - - I< 12 10 7.S 3.b7? 33 t SPECIFICATIONS If 1T to 9 a a3 - - 1, IT rD o b 6 4S - 14 12 10 9 8 B a S 1< IT 10 D a J ON SHEET 13 f4 12 IO H t - li 12 TD 9 B 6 JS H 12 10 0 D 0 6 6 14 12 16 p B - 6•-D^ 11 12 lD 9 a y J - 1- 17 9 B e 45 - /4 12 10 9 a 9 a 6 14 12 - 14 12 10 V O ] - N 12 10 9 8 e - - t4 12 10 9 e 0 ss iy 14 12 ID 1a 12 to 9 0 b - - 94 12 10 B 0 D 4 - 14 )7 ID B B a a y 14 12 7,-0• 14 12 /D R B 4 - - I4 12 ID 9 B W - 14 12 1101 9 B tl 6 - 14 12 /D D 43 - - - 14 12 10 8 9 • - - K 17 ID 9 e ) 4 14 72 7D D TS .75 - 1! t2 l0 9 B 6 - - 14 121101 9 5 O 6 7 14 12 /D 9 Qy - 14 12 10 9 B 43 ^ 14 12 1D 9 B a - - fi 11 7 - 14 l2 TO b5 3. - - - t4 12 10 9 8 - - - 14 f2 ID 9 B SS - - 1• IT BS J - - - •- 14 l2 - /4 12 14 12 l0 9 a 4 - - 44 12 10 D a e - - N 12 9.3 - - - - - l• J2 9S 73 13 - - - a B B 73 a !3 - *SEE(JAIRAt10N5 OE USE FOA 9,-0 f4 ID 6A U - - 14 f7 l0 9 73 - - - Is 12 Vol9 B - - - 11 0.5 4 - - - - •- 1] 9.3 03 3 - - - D B 73 6 S 4 BLADE ON SHEET,9 14 12 ( - - N 12 ID B •,s - - - 14 12 10 b 7.61- - - 14 113 4.3 - - - - - 14 11.5 7.6 6 - - _ l4 12 10 4 - - - 14 ,2 10 9 7 e 10'-0• i{ 2 9S S SS - - - 14 12 tD 9 14 i2 10 9 B - - 1.]DO - - - - - 1.5 e.5 58 - - - - If 0 6A - 14 SS ID14 12 ID D 6 - - -VIM e 7 - 14 l0 It 12 IO 0 D 11 i• t2 7 - - - - 14 12 10 - - - - .- 11 l7 f0 - - - - - 11•-0• 14 17 4 _ _ _ _ - T4 12 f0 - - _ _ 14 ST f0 - - - - 123 9.y _ _ _ _ - - 9_AS 6 _ _ _ •. 8 e 5 4 15 - - 8 B 6 S • J 14 12 6s - - - - - 14 12 )o - - - 14 - IS 12 y.3 - - - - - 11 12 1D - - - - - 14 12 )O - 127-0•14 12 ] - - - - - !4- 14 - B 8 53 IS 4 14 12 y - - - - It 1T 10 - - - - - 14 12 10 - - - - /4 72 - - - - - - 14 12 - - - - 13'-O• 14 10 - - - - _ is ,2 - - - - - - 1• 12 _ _ - - 9 B s ♦ ]S t7 S2 - - - - - !1 Iz I- - - - - 1.3 6 - - - - - - 113 l4• 14 /2 - - - - - es 12 - •• 14 12 - - - - - - B ] 8 6 - - - _ _ _ _ _-O•/f 7 - _ _ _ - - 14 12 - - - - 14 12 _ - t0 75 - H 1f3 - - - - - 11 /2 - - - - - - 14 - - - - - - - 03 + - - - - - - DS _ -- HV BLADE OR n HV BLADE 15•-O• 14 - - _ _ _ _ _ I! _ _ _ _ _ ,4 _ _ _ - _ _ _ 1p _ _ _ _ _ 7p _ _ _ _ _ _ - - - l+ - - - - - 1+ - - - Wj W HV WINDOW BLADE ,6•-D• ;: - - - - - - - �� - - - - - - - + - -- - - - - a - - - - - - 8 - - - - - - s �':�3 = - - - WORKING IN UNISON O FLORIDA BUILDING CODENi h Velocity Hurrieme, zone) Q-.tltf�l== 0 2017 EASIERN VEIAL SUPPLY,WG ,47 V� �'ac I[S'•..� ■,�J■ .�. BERTHA HVT� ----- = IL EC O�H�. Accordion Shutter Sem Ry,{LACE$1 W/OR W/O HV,wiffow RM E American Shutter Systems. AM. DLSCOMOM OppgT� N] AT TILER 7EST1N0&ENGINEERING COMPANY D•tt n STATE QF ; .; 6]ss D.e.]e1!fl.3 c SDS,v=4A usODIS,aw"M, AssOclofloe, 1T1C• 1 OLD t5-Of0 /oT/n tale 0010:/17 .r{J l 14 Pbm•a(]05)971-1330,for:(]OS)571-157, 4268 west ROD&D&O. 2 ��f•••,r(�RtdQ�,:'`ty rll a-mat D)tewaeetcem west Paan Bao4b,FL 33407 M1vfNG NO S •..... `,, @-07067 PBDnr.(800)432-2204.FD2:(561 209 3 -8360 4VAttER A lb.{Ii19 N.D,E. � ! 77-T22 PE!tFf�syyrynlLlA Di([ ILOR"Lk.JJ 44167 1 SHEEP 5 2 OF 20 MMMUM tJ AMAM R� �p}� {�jtp jet, �j,�AOR A CNEN F,tX SHIBM SPAR, A.S.D. '►SPECIFICATIONS ON ANCHOR REQUIRRAENTS•POURED CONCRETE OR � CO CRETE BLOCK SUBSTRATES f)E&N MMM LAD AND A CORS )lr LWOW.TYPE EOR COiv�'.RET RUM ATNJl75 � (SEE u0UMMS E 0,&x ON SHMM s k 73 - 1.ANCHORS TO submithTE M1.DC AS FOLL07Y5- - PWMID Ca"Co [ (A) 70 CIUSIM POURED CONCRM(1BP.ti-3 Llt) moomt Y Q'NALL SILL MOUNTING dCETLING MOUNTING @FLOOR MOLIMBIM AHCHOPS�ArCM9 IFRFNO - 1/4 o TAPCWI WIN ADVANCED TIAEAOrORi1 TrC71NOLOGY ArcrIDRs,AS AWMIACIURLD BY LY.W.OURM.(Mit,rb-3 RUN) SPAN -if+b x 3/4'ALL MNJS SOLID-SET ANCHORS,AS MSTAICNIED BY ALL PORINS SCREfr,DDL7&5PEMTY COLtPAN.(M}a,rc=3 Nil (N) As.D.aE51GN HFG4 c MD H AS.D.fASIDN nluTn4:LPW ASD.OLSNiN HLOa11TC LOAD Mr i 4•D BLUE TAP CONGWE ANCHORS tY Car+AS i7ANUFACTUM BY FLORIDA FASEDIERS DIRECF.IHC.(it,,CB-2 Tai)ADM ) 30 i0 dtt 75 90 )20 150 205 30 40 60 75 PO ma 160 20S 30 40 40 75 so 12D 160 203 'TAPCDN wDN CHIOCEO - t/4, / '1HflFAAFORU4 1Edif70LOGY / D 7APYFR4 ANCHORS AS AWIUFACTUAED DY PbaFRS FAS1Fltrfl5,RUC.,AND DUDAIRIfTLT BY ALL PDIRS Sr,AD:DOLT&5PLC1ALT7 li n 1D 0 $ e a a u n 1D 9 tl $ 6 6 is t2 1 B B b COMPAK{OR ANT OTtEA/F'f flfA/LD LKE15£0 4K4 AUMOARED VEJtDQR REC)r'iiEREO NTFtt TILE AYLR2CN1 SNUtTEIt 5YSFEMS ASSOCUTOK RAG Xt POWYS SilUD-5E7 3•_p^ - _ .. _ _ _ _ _ _ .. _ _ .. _ Is 12 iD 9 8 9 6 B i�.r0-3 klty !At LESS M 12 Ib 9 o a 6 a 14 12 to 9 O 4 5 a 14 12 10 B B 4 b S OLDS TAP w/CAP NOTL"a-MNiMUM E/IBEMENT 040 POURED COMMIE OF TPP0011 WITH ADVANCED THREADF0Rl1 7ECNNOLOGIT AMMORS AND T'APPEt44 ANCHORS'IS M t2 1D a a e a 7 )4 f2 ID D $ a a a 14 12 10 s 4 a b TAPPER+ ) M t7 10 9 4 7 S 14 72 f0 O O e 0 6 14 SS 10 9 D a 6 5 ]3/4•.A)LO FOR BLUE TAP wf CW ANCHORS IS 1 1/Y. {-D. 14 I2 1D 0 4 e a 4 14 12 10 9 a a a +3 11,4 )2 7 9 e 6 4 i5 A?)ABNVVU VJMM M OF tji 4 z 3/i'ALL POWIS SOLID-SEE A4t5i0RS SHALL BE 7/E-IWO THE POURED CONCRETE.NO EMOEt77ENT t4 t2 fD 9 a i a 45 14 12 to 9 a e 4 SS ) 9 D d 6 t5 ME)STUCCO SHAH BE PERMITTED.1/4`0-2t)S.S.UXONC SCREW USED,SRAU BE 1 1/2-LONG MDMMM SHOULD=CCD DIM.AND M 12 to 9 7. 5S JS ] 12 10 9 e 4 4 s 1 45¢ Of 1aC)Ba t'MITAlIUMFOR w S DARN ND STUCCO. •^ f4 4 D B 4 45 - - •- •- - - _ _ .. .. _ .. ASI N CASE THAT PRrCaM STONE,PRECAST CO?WXM PANELS,PAVERS OR AIT VENEER DE FOUND ON 1HE E)M6UNG WALL OR)TOOK )4 12 10 9 4 7 4 - 14 12 7D 9 a as 5 3.s 14 12 ID' 8 6S 3 75 ! AIDIORS SHALL DC LOAD ETiOUGN TO REACH TIF 36VN SIRUC7URE BDI20 SW WM YVASRES.ANC1tpRACC S1MLL BE AS DIWCATED ON TF 12 10 9 a 75 4b - H 12 10 8 B a +{ 14 12 t0 8 $ 6+3 31! ROTES At)&A2)ADO4E.FLY(9 SlAvAs NS ON VINYL,S GQHY OR DES INN CA VAYNOUL METAL STAN'CONSULT TANS 040111E0,FOR I1 12 9.6 T3 BA i3 - - 74 12 10 9 4 7.5 35 t4 12 iP 9 a 9 4S 3.s RSIAUATpN THIO DFS NTH{fE7AL 5ftIDS SFE 511LE7?BA _ - _ - - _ _ - - - ._ M iz 10 9 a 45 5 J3 is 12 SO 0 75 sta 3 - M T2 SD 0.5 T 33 4 J 14 12 a bs- 4 3 - (0) TO VOSTWO CONCRE)E OLOCK(YSTH C-UD) M 12 10 0 I) c - f l2 ID D D d5 s 7p M 12 t4,as B 5 4 - -1/4-0 TAPCOH MY ADVANCED TIWEADIVIYU 7ECNNMOGY AHCHOR5,AS MOIUFACTURED BY I.T•VA IRALOEX. 14 12 II 65 5.5 J - - f4 n lb 9 $ s t5 35 N 12 10, a 7 5 35 3 -If4-D x 3j4'ALL PRJ1i5 54U0-SE7 AN CHOM AS WPINIOUTED DY ALL POWYS SCREW,BOLT&SPECUULTY COMM. _ _ .. - - - - - - - - - to 12 -so- 9 75 5.5 + 1 -Tf4'P OLLE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Of FLORIDA FAS7LNERS DIRECT,UNC. f4 17 10 $ 65 4 - - 14 0 9 7 6 45 b - l4 105 7.55 4P 35 - - -7//`0 TAPPER+ANCNOUTS AS 1NNUFACIUAEO BF F,,D 5 rAS7ENEA5,A'C.,AND 1A51FADUIM BY ALL POWYS SCRLYF,BOLI&SPECNEt'f is n 10 aS ♦ - - N 12 t9 9 SS s3 a - 1+ 12 P T 73 45 - - COAIPN3T OA AAFf DT1E72 APPR05rT1 2%ExSED OR AtlDi0Rt2ET)VD.COR pEGSTEREO WIN NE AHEi1TCAH 9M'TLR STSiF11S FSSOCNTO)L INC. 14 11 T 454 - - 14 12 $0 9 7S 4 14 17 9 1 7 6 45 S - _ _ _ - - - _ _ - _ 74 )2 10a 6.5 5 35 - NOTES- B`-O M !2 45 ? SS 3 -f- 74-111 14 12 a 65 S6 4 J = 25 5 6 S 4 3 - B,1)MRIDUUM EMBEDMENT MID CONCREM ALOCK OF DLUE TAP Al CAP AICHORS AND TA•PERi ANCHORS 15 1 I14`AND 7APCOH NDN M r2 s3 5 a M 12 9.5 a s.5 s - li L d5 t -` ADVANCED TIREADFORM TECHNOLOGY ANCHORS G 1s3 05 as 5 35 - 14 12 10 a 65 5 `_ _is t2 s a - 83)Mfr mm VAGI 1MENr OF 1/4'0 a 3j4"ALL POINTS SOHO-SET ANC1f0AS st L.DC DmELY EMOrourb INE0 THE CONC(t1TE BLOOM.NO 9'-D 15 7 6 t - tof1 T sd 5 35 - - 11 8 55 4.6 3S - DABEDUENt ONTO S1UCCO SMALL BE PERMITTED.1/i 0-2D SS.WCHINE SCREW USED SHALL BE 1 1f2-LMG 1191WUM SHOULDSTUcco _ - - E LIST.AND 1•UPGALU)1 FDR PAi2S MBI HO S=Co. 14 12 $ 6.5+S - 14 n fL5 7 u 4 - 14 SP5 7 55 i 45 - 15 aS SS 4M i2 9 7 6 4,s - - 1+ 11 7 a3 4S J503)RI CAME TNA7 PRECAST SIONE.PRCCAST M;CREtE MILLS,PAVERS OR ANY VENEER BE FOUND ON THE E37SDRG W.LL OR FLOOR, 10'-O" - - - - - - - 14 1 aa ] + _ _ ANCHORS SHAlr.BE LONG ENOUGH 10 REACH THE WIN STRUCTURE BEHIND S.W IYAJL TIHSSHES.ATCHDRIM SH-LL WAS INDICATED ON M 125JA - ]3 BS 05 5 4 J - - l0 XS S 4 3 - NOTES D.1)&8.2)ABOVE.FOR INSW.AMS ON VINs,SIWL;-OR Drs%BN OR NTT1our 11VTAL STUDS CONSULT THIS ENGWEER. 14 11 7.a 55 - - 14 595Si - 7.S 15 a 5 + t - FOR 7ErSTALLITUON RYTO DFS YA7H NFTAL SiLIDS SEL SHEET ZT+.O.5 8 5 - - B 4.6 35 - 13 t0 a5 S 4 3 - - - - - - - - 14 10.317 55 45 35 - - (C) ANCHORS U)KL BE INSTALLLN FOUO'e3HG ALL of TAE RECOMAIDIDATRUNS Alto SPrMnCAIONS OF TUE ANC)IOR'S MANUFACTURER. 2,5 9.5 s ^^ - - 12 P 6 43 4 3 - - 9 Y 14.5 3.5 3 1- - 14 tO 7 •- - - = 4 UOS T 5S 4S - - - ].S a5 55 45"s I- - - (0) SEL SCHEDULE DELCPJ FOR EDGE DMAICE(EO)VERSUS SDAMNG RDAHGNSN9 FOR ANCHORS, 916 7 1�5 is 75 2 9 4 45 4 #IDICT �Y f a - _ - _ _ _ - _ = - _ _ _ aJ S 4 _ ANCHaR H.5 65 4.5 - - - - - Si -C SS-r SS - - - a a 4 5 - - - 144XWM ANCHOR SPAUNGS ARE VALID FOR VOCE DiSWiCC5 B1DZMD BELDYA,FOR E D.LESS MI TME DIWATE14 REDUCE 35 93 a - - - - iJ PS 6.3 s 4 - =M 0 S 4 » - - ANCHOR SPACING BY MMIULMHO SPACING SIMM ON SCHEDULE By TIC FbLLO10YG FACTORS. 9 t{5 - + " 7 SS 4.5 - - It &J SS 45]LS - RWMtD 5.-CWC CMAM UWAI FACTOR SHALL LRT 8E U3S THAN L414904 SPACING RMRATED FOR EACH ANCHOR TYPL 12 9 545 4 - - FACTOR SD 75 a + J - - as as a - - - ACTUALHj ATTFAx1XD 11reOtalORN n YAPPER+ t2.5 as 72 9 A +s + - - 9s s i - - g D OR EDGE ALL PC JM SOLID SET BLUE TAP W CAP - - - - - B 6 - - - - 13 95 65 5 - - - IDS l5 5 A - - - - DICTANCE SPACRIC / MDL.SPALL C _ - - - - - -. - - _ - 11 ab 55 43 - - - BLADE � lit j E,II. y +• POUNEO CONCRLlE h•POURED K7N�G n>� 3s--ft 4- 10 2 7 4.0 35 - - 7 a u ---ISL- P-womorm COICRM NWI 1] 0 5 45 - - - 9 RJ 45 - - - - WINDOW Ili ABL ED--3 1/Y Lot ED.-2 1/27 CONCRETE BLOCK COH-w BLDG LOL ECL.3 W JUN M-DRot 45 - - iDt[Dal) WL€R.Y f2• ? BLADE t�►ORKING ?jz Do, ),u Dae _ 1.0 D.B4 ).o J - - - - IN UNISON ♦ A87 I.o 10•• - A5 9 5 - as a 4 __ ?• 0.77 /3f4' I..a .00wtf+T Pm - •• 0.4.3 IP a a i _ _ - +.5 3 _ _ 1 7 - D35 -9- n FLORIAA BUILDING CODE (Hi h Vatocit)r HUrtiCan0 Zona -- - ---- -- - 1/1sli"'t �`•T�(4/r. .. 0 2077 EASTERN ACETAL SUPPLY.UAE. --- _ .--_---_ - s� , r �......... BERTHA HVT6t ,' '* Accordion Shutter System A H V.BLARE#1 W/CR W10 kY-WRMYI EAAE T ; 711W TESTING&ENGINEERING COMPANY AmerlcDR Shutter Systems REV.I>o DrscwPnD/i DATE OMM Ux M2 -O`y CT� n;• f�. : 63L/N.R.3ttA 51-51r.$111.mltV.-fARDDS.no"i"3311AB1)OCtgttDFlA Inc. 1 DLO 75-DBD fo]/ST wlYz Dafoz/)7 **1t!! s 42W%lit Roods Drlva P)»nc 1{305)677-1530.F0c:(3D.+)87/-757) : �•t;%'�IORfDA.-'4 1` -md1 tfiaPOPeLeem wast Pot. Bt..b.FL '3d't07 3 PR*YTIIG No { �t ti 1.j1t YOa.TER.�TLU)t.D.E. P)tone:(800)432^2204"Fo1c(501)209-8380 4 1 7--!'22 • T).i I9/DOIt/a�T"L ttolwA Uc.{fits3 5 a SHEET 3 OF 20 MAXIMUM ANrHORa SPACING (in) �CHED�fL FOR A GNEN MAX. SHL[ SPAN. AS D DESIGN NEGAATT E LOAD AND A CQW� NO 41NG MOUNTING TYPE FOR CONCRETE IN`ALLATiONS (SEE 4WUNIV.'6S I.J.a h L ON SHM 7) _.. POURED CONCRETE 1 WAX OYER R 11 7RENCN ORWNGVARD MOUMING (8)WALL/FLOOR MOUNTING ©WALL/WALR OVER MOUNTINGA HORS SPA.,N. FEND NADWY A40UNDyrx --- SPM AS.O.DESiCN NE4TNE LOM(Psi) AS.O.D43+OF1 NEG4TNE LOAD(p,/} AS.D.DESICN NEWINE[OM(n,i) ASD.OESION 77EGA71rE LOAD(Pai) TAPCON YATH ADVANCED (n) - THREADFORM TECHNOLOGY 30 40 60 75 9p 710 180 36 ;O W 75 90 120 160 205 30 40 6P 75 90 120 150 205 30 40 60 75 $0112011601205 14 I2 10 9 $ a s 6 12 12 12 12 12 15 9.s 6S 7 7 7 7 7 5.3 5 5 5 5 S 3 s 5 ALL POINTS SOLID-SET 3'^0' 14 12 t0 S e 111 5 e 11 112 112 12 12 12 SS 1 7 7 7 7 7 7 7 1 7 1 7 5 6 5 s s 5 5 S BLUE TAP R LESS 1{ t2 1 t0 0 8 B S 6 12 112 Itz 12 103 a 1 8 45 7 I 7 7 7 ? 7 65 5 5 S 5 3 5 5 S TAPPER+ f4 12 110 9 a 8 6 6 12 112 12 12 12 10 175 16 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 to 9 a 0 6 6 12 12 12 12 to B.S 85 IZ 7 7 7 7 7 7 5S 4 5 5 5 3 S 3 S 14 12 tD 9 a a 6 5 12 12 12 12 12 9.517 5S 7 7 7 7 7 7 7 7 5 3 5 5 5 5 5 5 14 12 10 9 D 8 6 6 12 72 12 95 a 6 45 J5 7 1 7 7 7 7 65 5 5 3 5 5 3 5 5 5 t; t2 !0 9 8 a 6 8 l2 i t2 12 12 tp 7345.5 S 5S 4 7 7 T 7 7 7 7 55 5 b 5 5 5 5 5 5 14 IZ 70 9 a B 6 6 72 12 72 11 9 7 3 4 7 7 7 7 7 SS 4 3 5 3 5 5 5 5 4 3 _0 1.14 t2 10 9 B D 6 B 12 12 f2 12 10 7.3 S5 A 7 7 7 7 7 T 7 J 5 5 5 5 5 5 S 5 14 12 ID 9 D 0 6 8 12 t2 $.S TS 6 4.5 SS - 7 7 7 7 7 T S 3.5 S 5 S S 3 5 5 ; 14 lI f0 9 D a a 6 12 12 12 95 9 6 45 - 7 7 7 7 7 7 5S 4 S 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 t0 4 B B 6 6 12 12 t1b 9 75 5.5 t 3 7 ? 7 7 7 4.5 3S - 3 3 5 5 b 4.5 Js - SPECIFICATIONS 6'-0' 14 Tz t0 9 0 e e 6 12 12 12 10 e e 45 3.5 7 1 7 ? 7 7 7 7 5 5 5 5 5 S 5 5 ON SHEET 13 1412 15 9 0 B 6 6 12 12 D 6 5 ♦ 3 - 7 7 7 7 7 55 4 - 5 5 5 5 5 5 4 3 I4 12 t0 9 8 8 6 6 12 12 10 a B.5 S .75 - 7 7 7 7 17 1 6 4.5 - 5 5 13 5 15 S 4.51- 14 12 10 9 a a 6 6 12 112 110 a 6S 5 35 7 7 7 5-5 10.5 4 - - 5 5 5 5 5 4 3 - 7'-D• 14 1T t0 9 a 11 6 6 12 12 12 a5 7 3 4 3 ? 7 7 7 7 7 T b 5 5 5 5 S S S S 14 12 TO 9 8 A 6 6 12 t0 65 5 45 3 - - 7 7 T J 6.5 4 3 - S 5 5 5 5 5 3.513 T. a 10 9 e a e d 12 12 a3 7 55 4 - - 7 7 7 7 J S - - s s 5 s 3 5 4 - 0 VALID ONLY FOR UP TO +70. -75 14 12 10 9 e a 6 - 12 12 a5 7 S.5 4 3 - 7 7 7 55 4.3 3 - - 5 5 3 3 4S 3.5 - - PSF A. DESIGN PRESSURE 0,-O• 14 12 10 a B a 6 - iT 12 OS 75 a 45 35 - 7 7 1 7 7 7 7 4 5 S S S 5 S 5 5 P•A71NG & FOR SPANS PER 14 12 1D 9 a a 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 35 4 - - 5 S 5 5 S 4 s - SCHEDULE #4. SHEET 7 7 ii 12 10 $ 9 B 6 - 12 11 15 e S .75 - - 7 7 7 7S 6 4.5 - - 5 S 3 5 37 4S - 14 72 10 9 a e - 12 iS 73 6 5 33 1- I- 7 7 65 5 4 - - 5 5 5 5 4 3 - - 9,^0. 14 12 #1D 8 IZ 12 9.5 5.5 }5 i 3 - 7 7 7 7 7 7 6 J 5 3 } S 5 S 5 5 14 2 e 0.5 8 5 4 3.5 - - - 7 7 7 6 5 35 - 5 3 5 3 a 4 3 14 12 e - 12 10 65 S 4.5 - - - 7 T 716-515-S - - - 5 S 5 5 5 4 - 14 12 It 8 12 0.5 7 SS {S 35 - J 7 }5 4.S 35 - - - 5 5 5 45 35 - - - 70-0 14 12 12 If a5 6 5 JS - - 7 7 7 7 7 7 •5 - 3 S 5 5 5 5 5 4314 I2 8 - 95 7 45 35 3 - - 7 7 7 53 4S ^ - - 5 5 5 5 &S 3.5 - 14 12 B - 13 9 6 S 4 - - T 7 7 6 5 - - 3 5 S 45 5 - - 14 72 tU 9 8 8 12 9S 6 5 4 3 7 7 5 4 3 - - 5 5 S 4 3-5 - - - II•-0.14 12 10 9 a a - - 12 TD 7 56 45 3.5 = - 7 7 T 7 7 7 3.5 - 5 5 5 5 5 5 5 4 ///�� ♦♦♦ l BLADE 7�E'''' 1{ 12 10 9 B a - - 11 S 4 ].5 3 - - 7 7 9 S 4 - - 5 S S 5 4 J - t �f t {r IJ (1 {.. O NLY i; }Z 10 9 8 5 - it 8 55 4 - - - - T" ? 7 SS 4S - - - S S 3 5 45 - - ` 1j/j y p H (,,. 14 12 10 9 8 15 A5 55 45 3.5 - - 7 7 45 J5 - - - - 5 5 45 35 3 - - 12'-0"T4 12 10 9 B - - 12 95 6.5 5 ♦ 3 - - 7 7 7 7 7 d 3 - 5 S 5 5 5 5 4.5 3.5 fi 12 50 9 8 a 6 4 3 - 7 7 55 45 ]5 - - - 5 5 S 4S 4 3 14 72 70 9 B 10 75 3 4 - - - 7 7 6 5 - - - - S 3 5 S 4 - T4 12 10 9 8 _ OS B 5 4 as - - 7 6S 45 35 - - - - S 5 45 35 3 - - 13'^D•14 12 10 9 0 - - 75 65 a 4S 75 J - - 7 7 7 7 7 4S - - 3 5 S 5 5 9 4S 3,a 14 12 10 9 8 7 SS 35 ] - - - 7 7 0 4 3 4 3 - - - 14 12 SD 9 8 9 J 4S 75 - - - 7 7 55 45 - - - 5 5 5 45 4 - 14 12 10 9 10 73 5 4 3 - 7 6 4 3 - - - 5 5 4 J - 0.T4 t2 70 S - - - os a DO 4 3S - - - 7 7 7 1 J 4 - - S 5 5 S 6 S 4 3 14 12 10 0 - 6.5 5 3 - - - - 177 5 J.S - - - - S 5 514 tt 10 9 _ - - �' BS 65 4 - - 3 4tl T2 SD - 9 I 4.S 3.b 3 3 - } 35 3 - - I$'-D"14 12 f0 - - - - 10 S 4 3 7 7 7 JS - - 5 5 5 0 5 5 4 314 72 10t4 12 f0 - B 6 4 - - 5 - - 414 12 10 - - - - - �.' 6S JA - --1 72 to - - - $S T SS 35 3 7 TS1{ 12 10 -to6es - - - 3 s 45 - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 7777 /Vw 1A !D 2017 EJ97ERci 7dEEAL SUPPLY,LNC. �-i BERTHA HVTt.,� � ��f. , , Accordion Shutter System y FLK BLADE#1 W OR W/O FLY.WINDOW FADE / � American Shuffer Systems aEu7s OEscnP7laN DATE DRAW BY: 11.1- TILLIT TESTING do ENGINEERING COMPANY ASSOCiatt0l}, Inc. 1 acp 1¢090 /ozll DA7E: 03107117 + M%MW.310.SG,Ste.103.1.F-6N+OD+S.3-153 33166 Phone:(=R5)a71-1530.Fc<:(JOS)a77-1531 1'ltst Road9 Drive 2 ^'.'1' ''�-i a-mai:Sn4s6Booxsom Ylt.t st Palm Beach,FL 35407 y Phan.: NrO} ��t rjaR{�)�� , 11+ ES-COOb7i9 Ph (800)432-2204 .Far(561)209-0780 -122 ' "-.......•' 'C WAITER A 71LUT J,ME �7 4 / nDFWA Us.8 44167 S SHEET 14 OF 20 .?.. . :II/. ..i:.`:.�i i•: ri.i� . 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BS 7.5 12 12 9 7 6 512 10 55 - - - - - 22 10 .1-_5:- - - 6 .5 35- - - 12 1101- - - -1 6 155 j G - - - 6 5 - - - - 12 72 12 12 10 8.5 12 12 1219.5 8 7 12 12 8 16.5 55 4.5 129-0" 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 TO - - - - 6 5 3,5- - - 6 5 - - - - 12 12 12 V1.519.5 8 12 12 11 18.5 7 6 12 1.5 7.5 6 5 G 13•_0' I2 10 6 6 - - 72 10 - - - - 6 5 - - - - 12 7.5_- - - - 6 4.5 - - - - 6 4.5 - -al 12 12 0. 8S .5 12 12 10 B 6S 5.5 12 0.5 7 5: 4.5 4 14'-0' I2 10 - - - - 6 5.5 - - 12 7 - - - 5 4.5 - - - - 12 7 - - - - .5 4S - - - - 6 S - - 129.5 7,5 6 4.5 12 0.5 6.5 54 3 - - - - - 2 - - 5 - - - - 12 - - - - - 5 - - - - 6 - - - 12 I1 9 7.5 5 12 12 B._ 7 6 4 12 9 6 5 4 12 - - 6 - - - 12 - - - - - 5 - - - - - 1. - - - - - 5 - - - - - G - - - 12 O BS 15.514 12 12 8 16.51- 3 I1. 8.5 55 4.5 3.5 - @ HV BLADE OR (i) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON .ST 17HRAnIXHs OF U19 fe(t P.IAOE e1A1IX1 SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 3.SUBSTRATE SHALL CONSIST OF THE FOLLO'MNL'. 1.ANCHORS 10 WALL.POOR OR SOLID WOOD SOFFIT 51ULLL BE AS FOLLOWS: 3. POLE Na 2 W/6055(N.D.$) - 1/4.0 TAOCON ANCHORS,AS MANUFACTURED Br LT.W.B1Al0OT W/MINIMUM EUBEDUENT AS INDICATED AT -DOUCIAS FIR W/0-0.50(N.D.S) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE 71R NORTH W/C.D.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUR?W/6.0.36(NA.S) -TAH.1/2'CDx PL1N000(was APA) 2.ANCHORS TO HOLLOW CFRMG SHAH.BE AS PER MOUHnNC TYPE U.SHEET 17 AND SMALL CONSIST OF IA:SCREWS AS PER IIOS 2015 SPECIFICATIONS. ANCHOR'S ANCHORS SMALL CNRFHSTu� AN FOLLOWINC ALL OF THE RECOIOIDwIONS D SPECIFICATIONS OF THE FLORIDA BUILDING CODE (High Velocity Hurricone Zone) �. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HV77.; - - - - ASSN► 1 L E c O (,N c. Accordion Shutter System r��7 �7 "-, H.v. O.ADE#1 w/DR w/o Fiv.YNNOOW RADE T1LLR TESTING & ENGINEERING COMPANY American Shutter Systems RLY.No DESCRIPTION DATE DRAYN BY: M.L. �$ Association, Inc. 1 OLD 1_-030 B/OI/1 DATE: 08/o2/17 -a . ATA r 3335 NW.35 SL,Ste 30S,VMMN%CA MENS,F.O.MA 3316 -o S}'- FhenI:(305)B71-153 4168 Was!Roods Drive 0.Fe.:(305)871-1537 2 + III...69v1- 5Ye51 Po17n Bench, FL 33407 3 DRAWING No � ' XORIDP:""',11A11 .-..,L EB-0006719 Phone: (800)432-2204_Fox:(501)209-1) 17-122 7J ' •'C TT WALTER A.TILUT 1,P.E. P_ES6IfJ�ryt�771QSItZ}PATE ROR9A ue.p 4<167 s SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & f(A HV♦ BLADES (AS APPLICABLE) MAX SHUTTER $PAN L+ OR L— FOR INSTILLATIONS INTO WOOD WITH HV BLADE(1�ONLY SHALL BE LIMITED-10 105.0 psf, kl% DESIGN PRESSURE RATING, 1 FOR MAX SPANS - _t/<P TAPCON WRN AWA4CEp DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE WORKING IN UNISON I _ _ 7HREAIFOAM TECHNOLOGY ,•' _ r-_I/t"e TRPCOJJ WITH ADVANCED -�— •: 1 1/2'Alin PENETRATION =�` 1HREAOFORx1 TECHNOLOGY OF SHREADED AREA TO _� W/1 1/2'Min.PENETRATION t EXISTIING WOOD NFJ4IER. ':', (I OF THREADED AREA Tp ,t(�DR`� (SEE SCHEDULE ON SHEET 15) - '"" - EXISTING WOOD HEADER. 1 VOL LASSSEPAATXAJ (SEE SCHEDULE ON SHEET 15) i0 SOIi DUE ON 51�E1T 11 Tia EtfCE'T • ,� : ` i� ..{ `1 ^Q k-' 1/4'0-20./4'S.SMACHNE SCREWS EcSG ON &�0R®-E"Ir Uvr Y/114-20 NUTS O 12'O.C. B.AJESl1�� • �L: 1 it .yl,yORO TT WALL_ WALL OP1roNAL v OR t -^ IXISI ISH RIG MIN. ! tJ.-.—J -''•_`.:.:: flt i' 3 tom+ ' '-,z".�" t ntalD I 7 OR ((l�y� L-( x L-j Fxlsttnc Nw. .•1 HEADER REOUIRED 7 _.!:Z 'WOOD3 j� � —114'0 TAPCON WITH AOVA\'GEO _�_ EXJSTiNC 3 S HEADER REQUIRED L' g) t _ THRFAIIFORM TECHNOLOGY GIASS__ Lip , (SEEN i. 1 ; NIH.SEPARATION t 2'x4'CONT.SILL , ' W/ 1 1/2'Min.PENETRATION f� i i OF THREADED AREA O ((�l 1 t*7 TO CLASS PLATE RED'D. NAiDLYIpTH OF WOOD PLATE. IN It�79 1. 1� I, �N�-'? (ONESTJEET SCHEDULE1 (� ! ---— _ (SEE SCHEDULE Oil SHEET 15) � &HY WALL HEADER INSTALLATION �O NV WALL SILL INSTQLIATIQN_ V WALL HEADER iN'STALLATION I MIN.SEPARATION ; MIN.SEFARATION To GLASS t EXLSAfJG — _ - Glass z-- (SEE SCHEDULE--- TO ! : GL,+t55---` uRJ.SEPARATION 1 EXISRNG ----(SEE SCHEDULE �' .3-�-, t EXISTING ' ON SHEET 11) a TO GLASS Ou SHEET 11) 2'x4'CONN. (SEE SCHEDULE CUSS—" t{ HEW WpOD PUTS= ON SHEET it) i_ i - i 1/4'0-2Dx3/4'SS/ P \ 1/4'0-20x7/4'S.S. Tj1 5 "';•,: MACPaNE SCREWS Yl ��jjj k( MACHINE SCREWS I _ ((L�([[[;��J{{Jy� 114=20 NUTS O I!' 1 USING 1/4--20 NUTS WALL C''. -•t i 12'0.0. .� 1} /„ 12- 4c.Ai FINISH ...UOR 1 .4 `/•.�, 2'x4'CONT ,j . k--11Jll WI,v C• �£0—E0--E WOOD PLAT 1111 .: ^' �EtJ—f0- �1 —•�i' -31•Mvl.--- tt �..� REDID. JI_ • �L'Min.-- L' '" ! � d•1 ,, a -7/4b TAPCON LWTIi ADVANCED _ '�y14'o TPPCON IxRH AFIVANCED '/ —1/4'0 TAPCON WITH ADVANCED .t J SHREAIFORM TECHNOLOGYNOLOGY •'J 2 i14'COIR. �D FORMAI PENETRATION •l y/ J/2'Min-PENETRATION OF '•/ '" THRFaDFORi!TECHNOt.OGY / THREADED AREA INTO PLYWOOD. 1Y/1/2'Min.PEIfETRATIOfJ OF 1-5EE SHEET 4 FOO TI•PICAL ? `LSILL PLATE OF THREADED AREA 0 -• THREADED AREA INTO PLYWOOD. SNUFFER ASSEUSLY• (SEE SCHEDULE Oto SHEET 15j ._ •' (SEE SCHEDULE ON SHEET 15j 2-MOUNTING SECROILS GW @E AEO'D. _ '-WALL MIDWIDM OF WOOD PLATE. EXISTING AIN.21a 4'SPUDS ' ; �� ` COMBINED Tit ANY WAY Tp I— L FINISH (SEE SCHEDULE ON SHEET 16) O 16"D.C.MAX.AEO'Dr•J SUIT ANY INSTAIARON. ' 1/2'MIN.COX PLYWOOD REDO, PLYWOOD TO bE ATTACHED TO 1/r MIN.COX- '�YIALL FINISH •'EXISTING MIN.27x4'STUDS O 16'O.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REWD. R(�,}jY WALE SILL INSTALLATION PLIYJODD TO BE ATTACHEp TO STUDS 7N ACCORDANCE SECTION 2322 OF THE FJLC. ♦5EE LRJITATRWS OF USE OF Y/IM SECRON 2322 OF THE i.@.F BWE IIA.ON SHfEf 19 p I:LY V1 A)) SILL INSTALLATLON AJAAAAI/A��HY WALL SILL INSTALLATION FLORIDA BURRING 040E (High Ve3pci( HurricDne zone) -®.2017 EASTERN METAL SUPPLY.-INC._ BERTHA HW, Accordion Shatter System TL E C o ,w c. xv. t�##t w/DR w/o ILv.WNDW a" ! �`' •"�: TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsttLYafe OiscRlPnoN 0A7E DRAWN In, M.t. Association, Inc. / 0w 15-060 3010210 DATE: 09/02/17 Si.sty,xs,YMCA"WMT,.FLORA 371 Yi Ph—:(3%)871-1530. (3os)6n-Iss1 4268 Wast Roods Drive 2 DRAWING No '.•iC`'';• RI }t a-m4R tate COW—. West Palm Beech,FL 33407 3 S �y\-L11 Ee-0006719 Phone:(BGD)432-2204.For. (561)209-8780 17-12Z WALTER A TILT I J,P.E. �agTu�RefoATE RORIOA Lic.i 44167 . 6 t6H OAF• 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL_ BE LIMITED TO 105.0 s .S-D. DESIGN PRESSURE RATING. SE SHEET 19 FORMAX SPAN & Y'A"FINISH0A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & A ORKIN IN UNISON --- _- .-1/4Y TAPCON 1VRH i A=CED iHREADFORM 4 i8" )An. EXISTING 2"MIY. _ - TECHNOLOGY RE 1 1/Y Nin. ( ) ___ —ED— Ea-- _-AGE(,F APPLICABLE) PENETRATION OF THREADED WOOD BPM' REOUIRED. _—__-- __•— ' STRUCTURAL ADEOUACY AREA TO EX1511NC WOOD — P 1/a'o-20x1/t'S.S. OF EXISTING WOOD BEAM HEADER =(SEE SCHEDULE ON SHEET 15) _ PHiLUPS TRU55 NERD TO BE CERTIFIED BY __ " —EXISTING WOOD i I Min., V.CHINE SCREWS REGLSTEREO ENGINEER OR EO- E �_ - ___ __ TRUSSCS OR _� 1 B ED-, EO-I AR H17ECT PRIOR 70 7/2 ` RAPIER O 24' j i W/1/4'-20 NUTS F �_ N O Tel OG S" MR UlSTAlUT10N. � --��^ ��-� O.C.REOUIRED I —i©w 15 ADIA TAPCOH ADH ADVANCED TMREADFORAt� 'Z ^, TECHNOLOGY W/ 1 1/2"Lin - EXISTING SOFFIT !v 3 ( 1 1'. 1 _.257' PENETRATION OF THREADED i •� J/<"Max.THK. til If i max. AREA TO EXISTINC WOOD BFAt. �Iax3/<- EO- EO�rE r 1'xa'X7/B'CONT.ALUM-TUBE . 1 (SEE SCHEDULE ON SHEET 15) , •II I. S.M.S. 'I (6061-T6 ALLOY)Y;/ .(• C,6"O.C. (3)5/16-0 LAC SCREWS TO I ©1 or 13 or TS - r. it 1 or 13 or 15 EACH RA TER OR TRUSS ! It I I LOCALE LPG SLREITS AT CEXISTIRG MIN 2'x4' .1 I 1 1 I MIDWODTH OF EXISTING WOOD pOSTNC—. HEADER REO'D LVH.SEPARATION W. - OPEN HOLE AT CACH—'' MEMBER,(2"Min.NONV)AL YADTH) GLASS '1 TO GLASS —� ! 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(,T SHV CEILING INSTALLATION :U iHV CEILING INSTALLATION 'f. _ 1 OR �J• i WN.SEPARATION ' MIN-SEPARATION f SDED1x[01 SEL7 TO CLASS 11 FOR TINE(1�I1D TO GLASS ' E7USTS , DI DELI 19 Tal (SEE SCHEDULE L7IISTING (SEE SCHEDULE ON SHEET 11) 6i� I CLA55=-_ 1 9A0ES jo re) ��h((f !- On SHEET 1T) CLASS--' I) O ALTERNATE- ` ANCHOR J I I EXISTING Y/ALL— ` i LOCAT1Oq T FINIS)I, 19 (il 1 1/4'' D�1�N' 810x3/4'HEX I )() -( 1�1 _2i6"MN.WOOD WASHER HEAD TEK ©- 7 ]E+txn, DECK REQUIRED "�- Ox. / FIN DECK ALLOWED) ,A 2"a6'MIN.WOOD--��. ! SCREWS D 12" .c (NO Fl C-- ' •v DECK REWIRED(NO v OR® WHISH ALLO'.VED) _ --��' EDGE OF DECK L--EO-e-EO=:`)/4'0-20x3/4'S.S. EDGE OF DECK- ". 1 2" 1_ IF APPLICABLE "0 TAPCOH PATH (-1"_ PHILLIPS TRUSS HEAD IF APPLICABLE - - _.s-• --- —1/4'0 F.N.TAaCON%WIN ADVANCED THREADFORM 1.6n.- MACHINE SCREWS �.,.•�� '•-EDrE __ _ - --_ __�_-- ADVANCED THREADFORM TECHNOLOGY LY/1 1/2'LIZ- W/1/4"-20 NUTS 2-MIN.— 2 MIN. OF TECHNOLOGY 14/ 1 1/2"Lin. DECK IF PENE7RA7ON OF THREADED 2"xt'CONT. PEIIE7RATON OF THREADED O I2"D.C. -- APPLICABLE V i 2"MIV,�= MFF O E70YADTH OF WOOD SILL PUTE MFA O MIDMDTH OF WOOD )/4"0 TAPCOI4 WITH ADVANCED THREADFORM TECHNOLOGY PLATE. RED. PLATE. )Y/1 1/2"Man.PENETRATION OF THREADED MEA IRO LCOOD DECK IAL (SEE SCHEDULE ON SHEET 15) (SEE SCNCDULE 0.Y SHEEP 15) •S�I1V TA71IXI5 OF USE OF ter^ - (SEE SCHEDULE ON SHEET)5) 1 j _ aN SHEET 18 i �, X,HV WALK AVER INGTAI I TION V%HV WALL SILL INSTALLATION !W I HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocit Hurricane Zone) -- -- _-- -- s1,Ll'A -r DA 1L1 y��R�•l/z`/�^�+ m 2017 EASTERN NEPAL SUPPLY. L.__ �� •-�y�; s R.y BERTHA HV,,, A,S.S.A. Accordion Shutter System PLV. BLADE 1 W/oR w/o KV.SMNDON BLADE '• �� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REVRo 0E=RIPRON DATE DRAWN Br. LLL ' PT Tr r J sus Irm 3LIn.St,Stx.]a5,euTcotA a/ACFYS,ROAw 3],6 Association, Inc. I OLD IS-= 8/02/4 DATE- 08/02/17 fa i6 FZ:�: Phma:(105)871-15]0 (305)971-1571 4268 L'Jest Roods Drive 2 a IEP TLTIec40oo1.e0m West Palm Beach,FL 33407 DRAVJING No '•.�ORID ;'SSL IW EB-0006719 Phone:(800)432-2204.Fax:(561)208-8380 J (� •1........ �� ,r' WALTER A.TILUT Jr.P.E. 4 17-122 P,E.'SF[Ii75L.LRpTE FLORAA Lir.6 44167 8 SHEET � 6 17 OP 20 END INSTALLATIONS 1 HV & 1A1 HV® BLADES INTO 2"x4" MIN. WOOD STUDS. lir Del. RGOD STUDS 1/i'e TAFCON x',M (AS AFPUU.91E) tt f\ �ANOLO 7NRFADTOA1r 1` !\ 21l'1Dll.WOCD til'NO+. f f 1YD5D S3VD5. / TECHNOLCCY RW BVADEx f :t STUDS RCO•D. 1 R 2 if NL•1•W000 -I\ /\ / R+CNORS D 6'Da f / STUDS REO-0. AOPJ,.AEIE) NAtE \,/, T!/I 1/Y W.T+:RJDED T1:AM� - V i1 Pa:ETR%L WD STU6S OT ! Y. \ ! •\. ALL •t-�y W/1NL 1/Y MRE/a[D •Y, {_--. •. �1c \v \� ra° Ex6T1NC D1ASS-- A I• ParET =i 7a 1/2'CDX t r'. -.\\ ; 7 e RVSn RYITOOD IF NO STUDS EXIST. I -E%15R:tG CLASS I `/ �I.. 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Inc. 1 DID 15-080 /02/1 GATE: 0e/02/17 ++ Ph:(305)871-1530.F-:(305)872-1371 4268 West Roods Drive 2 F• QRI04::`��'17+ e-t W1eePDePl.eem West.Poen Beoch,FL 33407 3 DRAWING No :SS+ "•••••" �� ri t.8-aoa6719 Phase (800)432-2204 .Fax: (551)209-8380 1'7_1 22 2y ll+ WALTER A, O57 Jr.P.E. G P.E$EAL'St to�IJNI�DATE E1oRDA Ue-f H167 S SHEET 6 IS OF 20 • SEN AT LImAnONs AND CONDMONS OF USE FSt REHM (1)HV RLADF-ACCORDION SHI --i;,1.ac53aE5S i2'a'4 - - . 1.LW.A41).DESIGN PRESSURE RATING:4110,-110 pz f. A C (Y� i lYl} 2-MAIL SHUTTER SPAN:95'. 1 Al2L77tED ROUNBNCS:A.D.G&H ON SHEETS 6,7.AS WELL AS �i UOUMINIS U.O•T V&W ON SHEETS 16&17. ( = i a O&Y CENTERHA7ES 21 �T(eDTH W/(t}OR C?~SS ARE iS.taWED WRH Z1 1 3 ' AR ED IN A SYLN OR OPP NG U UI CASE OF OPPO NG TOUT,OS)YUST 8E I71ClLDED ONLY AT E)f7ER10R ACCESS SIDE OF �^'�vt°° t ✓'7 --4d'OR`.2.5� CFNTERLIA E A 6`mQ L �r (3'PA)1 S',tFOR(&AER©LADE Af SPACINGS ONLY ALLOW NOn SHEET NEE7 9 OPENINGS IYP.FA END r . OF NOT. *0 HOLE F FROM 70PSHA L 12'7 N EDGE OF tN WINDOW BLADE —4. ( OF ANY 3`p F10LE FOR 0 SHALL BE 12'. �. /1 1111X.S llllio0}15 H (1,J"7 I PLLOH'ED AT FIV (C)FIRST OR T BLADE COMING OUT FROM STARTERS A7 ENDS MAY BE INT wmean aLaDE.L� � vnNpprr BIAOE f {D}HV WINDOW BLADE RNUST DE USED ALTERNATE 70 A 50UD 3iV BLADE(D THROUGHOUT SHUTTER'S DDT. (E)C 7E5 SHALL ALWAYS BE INSTALLED AplAGEM 70 A SOLIDWp BUDE 1 AT EITHER SIDE OF THEN. t (F)POLYCARBONATE HV N7NDShY A SHNALI.BE INSTALLED SD T TABS FACE ' 3D THE INTERIDR OF THE OPENING Mr.PROTECTED,W Y,7NDOW N4}MUST DE SEE END i = $ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRa+A BY ASSA, Cm INC.SHELTSJ'� •�, EC INC. 1FUll iWiFJBG if-_.`� ajat( 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME i ILLDINGS ON SHEET 15.AS LIMITED TTY SPAN AND DESIGN LOAD(SEE NOTES ' q-q S.r At30YE)- P (P S 7.SEE TE OR ft SPACING SCHEDULE FOR iNSWEETS 12 INTO POURED y _ CONCRETE OR CONCRETE BLOCK-WALL ON SHEETS t2&73 AS UirnED 8Y 1 L SPAR AND DESIGN LOAD(SEE NOTES 1&2 ABOVE)- Ll L-S_ B.u1r3Wli SEPARATION TO CLASS SCHEDULE: '(SEE FUN FOR REQUIREMENTS) L ! O H Tf?lop&BOTTOM 1Y +-i�2Y pt'J+(NpTtfj t. SHUTTER SPAN N9rtUirN SEPARATION 70 Gt\SS DTH ELEyATION IAL SWARATA'n To CLASS EXISTING GLASS- -(`2E SOrWU Z 07 REEL Iz FCR IAACE r A`FJ ON THS SEES FOR HACT•"zT&l "UM '"G CEINTERMATE W1 =RIOR ONLY) Za TTP• S1TrUE7RicA�CEMTERVATES W/f2a oa 2 um Izl't+122•"` .. W/O`•r(sENOI t AROVE) PLAN` J TYPICAL 1' HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE al ' SHUTTER* ��----- N QQS��a FLORIDA 6UILDWG CODE (High Velocity iiurricane Zone - - --------_'. - - - 11tL1 P�`�C` •�ll�f�4Y_ ®2017 EASTBLN METAL SUPPLY.INC. -------- 11 :V)PIE .pBERTHA HVTTA r. ---:, t Accordion Shutter System L ��qoiNc. . . : . RV.BLADE#1 W/ca W/o HV WNW MADE American Shutter Systems 9EY.No OESCAIPrwN DATE DRAWN 67: U.L TILUT TESTING& ENGINEERING COMPANY •10 $i� QF 6335 N.W.3618 SI..S1,.305,AROMA GIADU15,NLOKIDA J316 Association, Inc. H OLD 15-030 DS/02/17 DATE. 08/02/17 '• --=-'�3 y� Phone:(205)a7l-M30.Fos:(30871-1551 4268 Woct Rooa^.Dme 2 DRAWING No ✓��^� �Ri� tt e-.0:V11.00-Le om West Paten 8eoch,FL 33407 s EB-D006719 Phone:(800)432-2204 for(561)209-0380A 1 7—1 22 IJSIn Y@ VI;I1 WALTER A.RLUT Jr.P.E. P.C- FA�r�l3. LTbRF17u�TE FLOR,BA Lie.i«167 5 SHEET ,,,.•,' 6 9 LDF 20