Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 aR�F�CE, u.gn SEP 0 9g 1015 IyN'"�'�l a � I v• ' 6 g � ® p-f ti �'r •�€� ��: � � r4�x nt5�. • " 'gas. r �.'�.' _� R."'-'h";e'1e1� tl5e:L3i3f � .f1 �ti�.' '; C1otldr]f ep3r1,mentd BCIS Home Log to User Registration Hot Topics Submit Surcharge i Stats&Facts Pabircadons FOC Staff i SCIS Site Map 1 Links i Search al Busines '( Professi 11a� ,USER: Approval hegu ation P,.idnrr ADntrRill Narot>Pfodnrt fir Ann04M(on Senrrtr>Ajagjr llnn f 1st>Application eetall Y,rw- Application Type®�/� Revision FILE pI�V b o8ta[tts�' Approved Comments G Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emoll Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed Florida Professional Engineer '!. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tlllit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J Validation Checklist-Hardcopy Received Certificate of Independence Fl 3KI RR Cyt HV A('CQRf31 N0NHVH7.,pyti1 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 Product Approval Method Method I Option D http://www.floridabuilding.org/pr/pr_app_dtl,aspx?parani=wGEV XQwtDgvyyl In2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 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-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Dnv 15.086 bottom)for storm protection Limits of Use Installation Instructions ` Approved for us In HVHZt No F13a4 R8 ti A,g.S,A.INC.. FiRW<i t<. >f-�rt xfl 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 positive Ft,304 uR r.% A.S.S.A: na4Vfi 1 ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes i window blade,S'-2"for 110 psf ASO load for HV3 blade w/o window blade and 8'-11"for 62 of,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 i Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.See sheet 5 for otherspans and ASD pressures. 8 . BerthaHV Accortllon Shutter-blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ•Drwg 15.085 bottom)for storm protection—_ Limits of Use Installation Instructions ' Approved for use In HVHZ:No F(.�$q, R8 11 A.S.S.A.INC. DRWs.15-085.actf 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 p.s.f negative FI-369 q8 AE A.S.S.A-INC; P.F ft. Oliw,.25 },�i,3,pfaf I ASD load depending on centermates and puking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone i mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and W-0" for 110 p.s.f.for HVS and HVIA working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 3893 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(tap and (NOn•HV112•Dnv IS•084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 RS 11 AS.S.A.INC. bRWG 15.08a.nOf 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 ASO load for Blade 1 F1,389 Rfl ie A S S A INC. R E R DRWr"i5 nS4 oy_f and 18`-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by independent Third Party:Yes lrespectively Contact Us:z 1940 North Monroe Street.Tallahassee FI,32399 Phone:850.487.W,; Intestine of Florida Is an AA/EEO employer.Copyright 2007.7013 State or Florida.1:Pr0ty Statement:Accessibility Statement:;8e(und StatCment Under Florida law,email addresses are public records.1f you do not want your e-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office:by phone or by traditional mail.If you have any questions,please contact 850.487.139s,*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must pmulde the Deportment with an email address If they have one.The emalls 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 Acmpbn FCt'ttTil7\'\t i"1'n)Ca' llttp://www.floridabuilding.ora/pr/pr__app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENEML NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SISTEN SHOWN ON THIS PRODUCT EVALUATION DOCIMM(P.EO.)HIS BEEN VI IT"FOR COMPLIANCE IN ACCORDANCE YAWN THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE TF16 ACCORDION SHUTTER SYSTEM SHALL.NOT BE RSTALIID AT k1YGF1 VELOCITY NUR ME 2OkS. DESIGN WIND LOAM SHALL.BE CMM&NED AS PER SECTION 1620 OF THE ABOVE MENTIONED GME FOR A B43C WIND SPEED REOU'RED BY THE JURBS(NCTICN WHERE SHUTTER VLL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Xd-D.B5,USING ASE 7-10 AND SLAVA.NOT C4CM)THE WXUUM(ASAI.)DENTON PRESSURE RARN6S INDICATED ON SHEETS 11 IHRU 15.10&20. IN ORDER 70 VERIFY THE ADOVE COMMON.ULTIMATE DESIGN YANG LOADS GETERYWED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.CESIGN WIND LOAM AREA-1• W BLADES 0)& BY MULRPLYNG TM BY 0.6 IN OFMTO COWARE THESE W/MAL(ASD)DESIGN PRESSURE PATINGS ING"=ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VFJCFY THAT ODWPOtFM10.5 S AND ANCHORS ON 1P.ELD.,AS TESTED.WERE NOT ODER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WARD LOADS WAS hM USED IN THEIR SYSTBA COMPONENTS 1-20 SHPT 2 ANLYSM HOWEVER•A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION Or FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHurTE{SISEWS ADEQUACY FOR WOR]AND LARGE WSSI.E IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ADWE MENTIONED CODE AS PER AIL REPORTS: TY14CAll.SHUTTER ASSE)ABLY 38-44 SHEET 4 TYPICAL WINDOW EIPDE&VA4D<1 DETAIL -H!GLADE(D f0214.01-0.3.1871591-03,ft00491-05.#1214.01-05.f0317.02-06.¢0609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-200 AND TAS-203 PROTOCOLS AND ASM E-1666 AREA I FIV BLA12F n AND H1/W NDOW A o AND E-1995 STANDARDS(MISSILE Lf.VEL D.WIND ZONES 1.2 do 3)&f122D.01-10 AS PER TAS 201.203&203 PRBIOCGLS LARGE WSS11E (WHERE APPUC8BL£1 -W W7iDOW MADE a 10505.01-0.5 AS PER ASTM E-1666 AND E-1996(M691E LEAL 0,WIND ZONES 1.Z 3)BASIC PROTECTION ONLY AND f 072541-88 AS PER LAS 207.PROTOCOL TYPICAL SHITTIER ELEVATION&NOTES ON LOCALS SHEET 5 INSTALLATION DENAIS A-F.COWRETVSLOCK SHEET 6 2.W MADE 0 AND IN WINDOW BLADE 0 ARE FNSiNEERM 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UOILTANONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-u,CONCRETE/GLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PINS(NJ SCRL7'S),USED AT GLADES KNUCKLE AND FOR DIRECT MCUM CONNECTION TO TRACKS STALL BE 114.275'AND 114.1.75'RFSPECIAE.Y.410-HT UN3=SERIFS CENTERALATE OETALS W SHEET 8 STALNLL'SS STEEL SCREWS WITH 135.0 Lal YIELD STRENGLIN AND 180 W TENSILE STRENGTH.PINS SHIN.BE COATED WITH BUM"HJ OACROSHIEID COATING SYSIEM AS bWNUFACTURED BY APPRa CD CENTERMATE ALTERNATING OETAIS HV SHEET 9 COATING APPLICATORS,REGISTERED WON AUMCA-1 SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARXING ON THEM HEAD, 4.ALL AJDRNUM W.RUSIOFS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.WLNWUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35,7 Ic FOR END CONNECTION DETAILS 1-6,CONCIM/ElLOCK SHEET ID 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE_&BLOCK Sl Lw 12 S.ALL SCREWS TO BE STAINLESS STEM 304 OR 316 A'%SERIES OR CORROSION RESSTAYT COATED CARBON STEEL AS PER DIM 50038 NTM 50 W MX VIEW SMWGTH AND 90 Dai WN.TINSLLE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND 5}AM.COMPLY W/FLORIDAlRJ0.fUIING CODE SECTION 2411.35.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOTS 70 BE ASN A-307 GALVANIZED STEEL.OR ASI 304 ON 316 SERIES STAINLESS STEEL WITH 35 W ISNIIUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE TIDI FOLIOMNG 3NEEI5 FOR ANCHOR SPEanca m HV DLACE U: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R.'ATOM SHEET 16 FA'BLADE Q&® W'ONXIHG IN 1DJ6Ot:12.13& 15 INSTALLATION OETA.RS S-X,WOOD SHEET 17 O' S.THIS BERTIPI H.V.ACCORDION SHUTTER SYSTEM(TEARS A U.S-PATENT(6'779,.`.82 COVEHIS POM7H6 APPROVAL ARE NITVETREDN.IN WHOLE OR PART BY US,PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETMS 7-12 4:I;WOOD SHEET 1B META.SUPPLY,Dr- S.B SMALL BE TC RESPONFSMW OF 7HE OONTRAC10R TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO ENSURE PROPER ANCHORAGE.CONTRACTOR 70 SEAL/CALPJC AREA 3: HV WINDOW SLADE (Q ONLY ALL SHUTTER CWPONEW EDGES WHICH RERUN,7XRU FASTENING IN CONHSAXWS CONTACT WITH THE BLIIDOHI TO PREV-Nr WL4D/RNN NIRUSION, I TYPICAL SHUriEP.ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LAM1N A VISILE PLACE WRH WANING NOTE DURING PERNOS,OF HURRICANE WARNINGS HONE OWNER.xNAHT,OR OTHERS,IJUST PROPERLY CLOSE ALL W AND ND CENTTEFWAIES AND ENGAGE OR LOCK Al Iry AND NO LOCKS. AREA 4. HV WINDOW GLADE(1)ONLY 11.SHUTTER MMIIFACRRRER'S LABEL SAW.BE LOCATED CH A REMY VISIBLE LOOICON AT ACCORDION SHUTTER W ACCORD&N;E WITH SECTION 17109.3 OF FLORA&DUiLONG CODE ONE LA92 SHALL BE INSTALLATION DETAILS,META- ND SWALLS SHEET 20 PLACED FCR EVERY OPENING.UBEITNG TO COMPLY WITH S47CRO7 1730.8.2 OF THE FLORIDA BUIUUNG CODE 12.BERM H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SEUL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONM REGULATIONS PRWDED BY THE.IURTSVICRON WHERE PEICT IS AflUED 10. - - -13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES INET PRCMOE NFOIRNAMN FOR A SHE SPF-mm PROAECT;L.WHERE THE SITE CONDITIONS DEYNTE MMI TIE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SE8ECOON,PURCHASE AND INSTALLAMN NTNG LIFE SAFETY OF TNG PROOUCT.BASED ON THIS P.E.C.•PRov0ED HE/SHE DOES NOT MIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDIBONS OETALED ON TINS DOCUMENT.COtt^fFI/C170N SAFETY AT SITE IS 7HE CDHTRACTGR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE CONSIDERED QNAID IF ALTERED BY ANY MEANS. (d)SITE SPECFY PROJECTS SMALL BE PREPARED BY A FWR10A REGISTERED ENGB.'EIIN OR ARCHIIEA 1110tH MLL BECOME INC ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AMJ W140 W.L BE RESPONSIBLE FOR THE PROPER USE OF THE P.EO.ENGINEER:OF REMRO,ACTING AS A DELEGATED FJNGF2.RF TO THE P.E.D.ENGINEER:UAW.SUBLIT To T05 LATE.TT THC SG SPED,)ORAWULGS FOR RENEW. (a)ORWAL P.E.D.SHALL 07H T14E DATE AND ORIGNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. om FLDRiDA HOMING CODE(Non High Velocity Hurricane Zone jr,_ AAAAA`Q`• A.JjrC 4,,, 0 2015 C/51ET N META SUPPLY.INC. � 11CFi / % BERTHA HVnA D 1 L E C O I N Accordion Shutter System `* . - /♦ S s7 A KY EXAM#1 W/OR W/0 Hv N(raw aADE American Shutter Systems DLSGP'FTNDN CAx I CRAIN m: WL •YF_c` TIL[TT TESTING&ENGINEERING COMPANY rEOp Association, Inc. 1 OLD n-Tsz 4113/15 arE 4113115 0�•. F a3'A H.N.SSA R.Gro.SLG.WIT+A (XISS.R 151'J]t PMne:i305 871-1530-Der:{305}E7T-1537 4268 WCStf0Cd5 Drive z -1-114 67'�'E��y ^ West Polm Beoch, 1 33407 3 DRAWING No A 15-085 "'I% L GA1AAAA rLTVIonok u�p n 1ci s SHEET P.E. SEAL/sL�� �URE/DATE a 1 OF 20 6y 3'r tDG`ON 01A0C . VAWES 1.918• 1.481, 731 0 S" .A• og' Q M" 1 t y 41715 4.3w' 1 I o l Y cm. r'• V SOLID BLA� T • 6 5 HV 9(•/180• STARTER COVERED UNDER US PATENT$ 5458179 3�HV UNIVERSAL FLOATER •QUALIFIED FOR USE W/ HV BLADED ®HV DIRECT MOUNT HV BLADE 1 HV WINDOW 9LADEe 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE37 ON SHEET 19 BLADE�1 . Q ® 1 5m' 6063-T6 ALLOY A TEMPER .114' 7 6063-T6 ALLOY AND TEMPER .-..-3.226* _ .095 T. e1 2.670' N 3.556 r �TYPa .l. -. .994• , t. 670' 7.228' 'V — 72 '1JOf^.. r i.. 0•r. S0?l. V BIAOAEY .S' • • 82 4 2. J.S 4171 �. 75• 3,126• 6,HV WALK-OVER TRACK J. FLOOR © OUALIFIED FOR USE W/HV O TRENCH TRACK 6065-T6 ALLOY AND TEMPER BRIDE1 QUALIFIED FOR USE W/LN w 6063-76 ALLOY o TEMPER •BLADE(DONLY. �'Y HY RAINGUARD BLADED 6063-T6 ALLOY AND TEMPER OOA11FlE0 FOR U E W/HV 5063-T6 ALLOY AND TEMPER VA2'ES f. l BLADE i' 1.915' VAWES 11736' 6063-T6 ALLOY MD TEMPER 7.917'0 !t.693' ql .060_ •�• 67 670 1.686• 4' 670. •• 11 HV CEILING HEADER HV HEADE ILL (('�� 13 HD CEILING HEADER/SILL 0 IFlED FOR USE W/ KVDLADE 1 ONLY, OUALIFl 6063-T6 aLL0 AND r£uPtR'-'GNLY QUALIFIED FOR USE W/ HV BLADE 1U4 HD WALL HEADER SILL SEE SECTIONS FOR\'ALD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADED ONLY. 6063—T6 ALLOY AND TEMPER _. I LrouPONDVT A 6 is sz( x Y 1 k YMX1 Y r• : 7 � Z' 0.125' 2' S'MAJL 116' 1/8• .. '2' S'MO. 0.191' 0.192•- SIDE ANGLES --�--- - OUALFIED FOR USE W/HV ALUMINUM ANGLES Q 2.5• Y MAk.10.190• 0.160" �CORNER POSTS BLADED OUALIFlED FGQ USF.W/IiV i OUALFlEDBcFOR USEW/HV 6063-Tb ALLOY AND TEMPER BLNr Et1.,10NLY. ,,ccam� I E O 6063—I6 ALLOY AND TEMPER CJ` 1 2- 3•MA7S..1 D.139" 0.13- 6063—T6 ALLOY AND TEMPER t F10RiDA BUILDING CODE{Hon High Velocity Hurricone Zone p•TI((1j'4,� 0 2015 EASTERN METAL SUPPLY.INC. T.�F '��OENSF'�9� A ERTHA HVT>A OFE C O IriC. A � Accordion Shutter System TLV.MADE¢1 W/OR W/0 H.V.Wdt31L71Y RXE *= American Shutter Systems DMOV113„ DATE auwx 7Y: R TTWT TESTING h ENGINEERING COMPANY Of z 6555 sr „x ti A c�RTs.itaaa 351 Association, Inc. t ; 0 0 1 I-192 1/15/15 WL 4/13115 SiAiE 4 z 4268 Westroads Drive 2 (305)an—IM.ru:(sw')671-1531 '-,O'••.,_LORL�:���+ •��1+^1•:cDxtcan West Palm Beach, FL 33407 s OTLIWINC ND < ED-OX671° 15-085 ���'°�Ssf NFL��.```5 n�manaT T utci s SHEET P.E. S�plttrEJ6tM9`f)REfOATE 6 1 9 OF 20 ' •_ ('I' , 33 1.•-).m 1 f. L 4576' 745CATT 20 2�.JAS' saw" »71Ivsas. SU,n1fill .: twuFL 'mI D4SC0 FA'M[D g 1 E �31 f LwAss C(*90 .IRASS CA LAYS • ._ "•434• - ..,'�+ e Kars(o•KAIE (ocm\IE PLAYED) 2 HV CENTERAIA E �a. — 1325 1 S fi- 1 ® HV EGRESS LOCK OUALIFIED 1 & ONLY14VFLOATING o t 3,023' I- + QUAUFlED FOR USE W/HV 4L'AUflEO FOR USE W/ HV 6063-76 ALLOY AND TEMPER IFA FOR USE W/ HV ENTEBLAUE 1 & _ ONLY ' 6063-T6 AUAY AND TEMPER ? CE IT RM&U BLADE 7Q&Q�ONLY. SU Lie & ONLY, D AAUF(ED FOR USE W/HV BLADE 7 ONLY OD. .10' 7+' 6063-T6 AIlOT ttiD TEMPER p,NRtO D TO o, . „ 1.756' 9.,.' 2' MOLDED TO -7 d.45' SCREW �...... � �� , AFTER RNERNC • O 06 1/4"�-20 x 3/4 S.S. 'THUMBSCREW" 1/4'0-20/ �RIVNUT; 6t S7¢YT MT=.FAir J WZO.AS 1W,WACVNm BY AVDM -4 /lOVW TDWV4.PXSPPDiY,NEW JQ=07054 OR MLQ_ PLAN `y FRONT ELEVATION !'yY VMALE "T" LOCK AT , 4.566- LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/FP/BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATNE LOCK 6063-T6�ALLOY AND TEMPER (� OUtd1FTE0 FOR USE OUAUnCO FOR USE W/ HV QUALIFIED FOR USE W/HV BLADE 1OONLY QUALIFIED FOR USE W/HV BLADE 1 ONLY W/HV BLADE ONLY. BIADE Q7 ONLY. 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER' L— .214' �'�+L(� f"""' I >� L21 RO' .063 27-.2 KEYNCYUNI" 21,V T� n; o' 9.aa•wn. HD CENTERMATE Wf NO LOWNG ROo HDC F OUALIFIED FOR USE W/LTV BLADE(1)&U QUALIFIED FOR USE W/HV BLADE i &ql m 6063-T6 ALLOY AND TEMPER t fi06S-T6 ALLOY AND TEMPER ✓ S I N yut�ES,i2'MVL OUALLfltp FOR USE W//HV BLADE 1 &(�. ! ,/�4•�p saav�.c>s'.-le 1.1• 6063-16 ALL�T AhD 7ENPER ' �-TF¢1y.HLUFb/ OR KEY CYLINDER B LOCKING RO� 1/4� ® HO LOCK " L-375'a ouALLFTEo FOR USE W/HV BIADEQ 36) HV A-1 ACETAL 3� HV 1/4" 0-2o AISI 304 BY REGENT HARDWARE MORPSE LOCKS SERES 2333 HOOT(DOLT LOCK 6063-T6 ALLOY AND TEMPER .✓16' HOLE U S IERIES S-S, THUMBSCREWS QUW1neD FOR USE W/HV BLADE 7O& G ODLLED A7AnZKSLFORREQUIRE ROPER EA/(B0A(L`NT QUALIflED \ u BLADE(D QUADRED FOR USE W/ trV BLADE 1Q FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone `p 2015 EASTERN METIL SUPPLY,INt . .••....... BERTHA HVTm IL ECO 1HO. A.S.S■A. Accordion Shutter System Kv aADE#1 W/OR W/O KV.NWNDW BALE American Shutter Systems a,• DCVVCAC nwvNDr; ML S;FLEA �+e TIWT TESTING & ENGINEERING COMPANY kr� 268 elation, Inc. , OLD a-16z 4/16/15 cue a/u/1s x4.•:,A cvTa(Ns.na;m4 33, - t Pha ;(30$871-16W.F.:(3o3�T1-1531 4268 Westroads Drive 2 DRAWING No �FS$ ��� t n L'000s7is 4 15-085 West Palm Beach, FL 33407 3 1 AAAAA7rlllnloK A`j'll\1\\\\\\\` WJLTFA A TXUY J,P.E. -- P.E. SERI/SIGNATURE/DATE n°�L',1 44167 5 _ 5H ET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 1 3r8. HV-Q HV 9 12"WN. ,E W BLADE t d1 S I f rt eu�E P n zaa'1 _ ° I 6AY DUDE .MRS• HV BLADE 171 ® I I KNUCKLE •0 OPEHN ',,1675' Y FiY LONG RECESSED NYLON 8U5HINCra n y KNu� •�� aaca ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER (DOR 4� HY WHEEL CARRIAGE NSI 302-303 SERIES I I `".4 1 {�•. '�7 //ez,J5o' X o.87O-x3/16'THICK NYLON WHEEL. 3 I I ® lu ti.�wlnroown 2 7/e•A161 0.188'o NSI 302 SERIES S.S. RIVETS * �""6 SFa % .oats' pa25, a.17 7 00 ® HV I 3/4'ACCORDION PIN W/ #8 HAD EXTERIOR :I1 oPrxlws og s s/ :6rnvet-cY HV 2 3/4'ACCORDION PN W/08 HEAD i t/` ® POLYCARBOt:ATE IMPACT RESISTANT HV WINDOW V— _.,..L 'I L +� TYPICAL HV WINDOW BLADE 1nA AND 1:33 �-i� POLYCARBONATE BY WINDOW DETAIL ® ©OR UT a or l N.T.S. (SEE NOTE FOR 1 oUIREItEN15) i I XALQFN M(DOR ® 30RPFSIaNT OLYCARBONMAJ1TEYINOOW 12'LQL ce RESINS, UV-STABIUZCO GRADE OR SABIC BY PIN REQUIREMERM AT EXTERIOR BLADE KNUCKLE FOR -;-tom` ro twuoE (SEE NOTE PLASTIC L SHEET 9). RESIN • i 1 fl OR I (SEE NOTE 'F'ON SHEET 19). (1) HV PRN(D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV1O OR I I '- i i POLYCARBQHATE SOURCES FOR HV®BLADE. I EXTERIOR TYPICAL SHUTTER ASSEMBLY mown _ �,-� CNV PIN @ aR!a AT xOUOYcc r..�J (2) IiV PIN @ MAY BE USED 1N UEU OF®AND ONLY Al EXT�011 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV 1D cOJ2t ULdDES KNUCKLE, acanU (SEE NDTE a FOR sscrnc vrw✓r wrn mn opal tom' Dna1 m/n' BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. a48 0 REaUIREUENTS) " = 'iYP. I I lrxazf rm sim"M w oc16 onooµ,t 0.6w 301. I I: f1EYWN,. ,Al T>£t0 wm DTD6 1?.J66 D.L 11aa1 c.N. (3) HV BIN @ OR @ W/ 1/2' O.D. 1/16"THICK S.S. WASHER 0 �y� ,I I nwrcu fuoaaUs wry moo awom p.x au.00D D.r SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8>pi i SHEET ® ! ' I L rsv c1x fen-s/ n rt-ef WHEEL CARRIAGE DETAIL' s�coo. 4TU on" at]� -5 N•I EMBLY LAYOUT we or Dw A"Dau c-1 C= C-I aus sar nr.:ia1 xin Dmm Low•r oro r tsaa� Am ma TDYi2 61M)1CN AROt w.^u 616 6F!p6i EMD psl. M HV BLADE SOLID �A BY WINDOW BLADE DETAILS ""�w�1 LR6AmG wuum6 6w,a,A ° FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone a�``a,�'(�R A•lj��.,,,J' 0 2015 EASTERN ULTAL SUPPLY,INC. _ `i� —�— BERTHA HVTM 11 L E C O �„.. A,S ,,�e. cordion Shutter System H.V.LYBLADE#1 Wf OR W/O H.Y.VANDON BLADE aE �Jr American Shutter Systems oCxRDD� ru1E OR.N itr: ul TILLIT TESTING &ENGINEERING GDUPANY Association, Inc. 1 p: OF *` axis NR.M-r-a.3A Wrl .C-Wpm Irani"1 aLo zt-t82 +LIS/1s DaE t/t3/ts r9,onc:(305)571-15W.F.:(305)71-1551 4268 Westroads Drive 2 w—oaa— West PDIm Beach, FL 33407 s DRAWING No xSL��1'AL E�G�a•`�`` WILTER&7urtt&.PL 15-085 P.E.r9 /610t11RE/DATE �e 15e t"167 Q SHEET OF 20 e c D Y N 9 T U « *NOTES ON HV LOCKS AND CENTERMATES: �,�, .�� I.15Yd15TORY CONDITION if.ONE HV LOCK 0 or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8V �2 OF SHUTTER SPAN FOR SPANS UP TD 105:AND FOR INSF�hONS„(T ANY ELEVATION.FTV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR Q7 CENTERMATES W/(2) 1/4'V-20 x 1/2'LONG FIAT HEAD S.S.MS.LOCATION OF LOCK SHALL.BE AS INDICATED ON O«©« TYPICAL jS{HUTTER ELEVATION. �� LOCKS t��, 9 OR MAY BEDESIREDUSED%S AN FOR TO TWO WETTER PERFORMANCSDDE OUTSIDE LEDCIe-OR FCONNECTION OF LOCKS TO OR SECMITY PURPOSES.UPCENTERNATES OR Q!SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. � RO H.V.Ln(•�;LOCKING RODS ARE NOT REWIRED AT URfYCA*1E POSITION.BUT MAY 4 5 9 0,0 «� USrE k IAF DESIRED 70 ENhNANCE SHUTTER PERFO LOCKING RODS 14 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSM4). 111111F laAT11,TORY COAOrt10N{2 QNE FIV LOCK SHALL BE USED AT CORNER CEMERLLiTES FOR ANY.SPAN®AND ISTALIT10.45 AT ANY ElEVAT10N.HV LOCK or SFWl.BE USED AS AN OUTSIDE OR INSIDE LOCK. ATrna�TD corzvER cFTtTERVLE w/(z) 1/4 0-20 x 1/2'LGNO FLAT READ SS.M.S.Two 1OCI¢4c RODS �$ AT TOP h BO M STALL USr�.LOfATTON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y-- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V '-Jbf§ SiII 5. 39 •.ONE ALTERNATE HV LOCK MAY DE LY UEU OF FNV LOGIT Dr FOR ANY SPAN AND S: $0 O) Y INSI n..AT ANY-LE IATIO.N.AL ALTERNATE LFIRST ALTERNATE JIG ho WM OCK 23 MAY BE'USED AS HN SIDE OR OUTSIDE LOCK.AT7ACHUENr 7776 � � I �o OF 1/4'O-20x3/<'S.S.THUMBSCREW TO�1 OR CEMERMATES srLaL BE MADE W/1/4 O-20x3J4'ALUM. RPM"AS SHOWN ON SECTION APANVE•SHEET a ONE LOCK SHALL BE USED AT�1/2�OF SHUrTER SPIN OR TWO t / 3Mg v x LOCKS AT 1/3 OF SHUTTER S . ` 333"'®"' 6.MANO03M CONDITION JI3 TOR KF'YSTdV 5711 .IRSTAI I ATON_1 ONE HV LOCK USED AT 1/2 OF SHUTTER SPAN FOR MK SPAR OR 12'A90VE OR BELOW Ile OF SHUTTER«SPA FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 of®u 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO d'or @ SYMMETRICAL CE NIERMATFS w/(2)1/41-20 x 1/2'LONG FIAT HEAD S--, SEE END... M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL S4UTIER ELEVATION.USE OF LOOM4G RODS 0 W/ COEalEC710N OR Q�TOP AND BOTTOM IS COMPLETELY MANDATORY. D-TAT3 DN D i E M i J C L Y P D A Y V i �EETS 10& i 13 HEIGH.FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 C£NFERFAATE ONE ALTERNATE HV T LOCK t)FLAY BE INS�ALLID IN UEU OF W LOCKS OR Q�FOR ANY SPAN AND �oa+�w©•�7 w®wiQ. w 1�TS7AlLATION AT ANY ELEY'A .AL TE.LOCK(SO Y BE USED AS IW MID E OR OUTSIDE LOCK ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOC' - ,AS SHOINN ON SECTION MG.SHEET 9,wraCH MUST BE t0 pn3w(1�7�• �+�w .— -._.- comEcTm To cariE ArEs§AND @ w/ 1/4.0-20 1 1/2'Lori S.S.THREADED BOLT W/7/8'0 x 3/32' + �.�� WINCNUr OR W/'"1/410-20x1'SS.M.S.INTO A 1/4'0x 5/8'MMUT..LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7a w�6� 7 D^ MAXIMUM ABOVE AND BEUXA?MOSPAN.USE OF TWO LOOMING RODS&TOP AND BOTOM 15 MANDATORY. s•iU3wt +4 w(13�•� *NOTES ON HD LOCKS & Q NTERMATES: 1.RD_LI]CK W!HD CfT7iE72YATM 3 OR CIA W/r3l ONE ALTERNATE HD LCd(© KRYBE USEDIH LEU OFPICAL n NV ws HV BLADE SHUTTER ELEVATION aOR W FOR ANY SPAN AND I.'STALNATIOHS AT ANY EUNATKIN.ALTERNATE FD LOCK®MAY BE USD N.T.S. AS AN INSIDE OR OUISi LOCK.ATTACHMENT OF HD LOCK�TO 0 tS W/3 18 x 3/8'F.H.S.SLS,AND INCLUDES REINFORCEMENT INSERT AS SHONN ON SECTIONS HDB-W5 AND KX+AC,SHEET 10.LOCK MAY BE INSTALLED AT WDSPAN OR 12'w"uM BELOW OR ABOVE MOSPAN.+SSE OF LocKw.ROOS @,S OOYPLETET.Y OPTIONAL on High elocity HurriconeZone: ��a•``�R A.7t( "'�,�� 0 2615 EASTDt1I METAL SUPPLY.INC. .\\rEBERTHA HVTM IL c O iMc. A.S.S.A. Accordion Shutter System KY.BADE#T Wi PLR W/O KV.NINOOW RAX American Shutter Systems TILUT TESTING k ENGINEERING COMPANY D'x�-- 11;T< DRAMS Or. n STATEOF :0. E=MA'.J L1,w.s ws,Y%TAA cocas,arum..ui Association, Inc, 1 OLD 1s-t92 4/1s/ss Dos 4/IS/15 � ., R--f�-�1�'. ft :(301)871-1540.Fo.:(x5)371-1531 4268 Westroods Drive 2 West Folm Beoch, FL 33407 ORAtiti1NG No ,F'•., G�C�`�`� P®4000e7sL`� 3 "N's/0NAL E�,,o' ULTER A Tu r.Y.PT- 4 3 5-085 SHEEP P.E. sF 6111�f I TRE/DATE F1Dfm`1 c g 44167 c 5 OF 20 POURED CONTE ANCHORSOR CONCRETE (SEE scHm AE ON sHELr ta) m aA45 M DOsnuc 1 h�x mi.lc st¢uE a sm R<W7RED I_.. E�DCaEu OF 11 lat artc . c�'S-.._� I ,I -,•••SLAB 9' aR sw 129 10 2 91IIS 1 ' P. APTlTTE EX � �a 1rl AUERN.AT i t r r t i ,It ANCHOR t t i i t COSTING ' ✓ LOCATION 11 �1 /1045/4'ITIX WASHER HEAD 11 O+ 13 ORIS a It 3/8 w.a TD(SCREWS 0 12'O.C. DCE (SEE SCHEDULE ON SHEET 13) APi'UG&L EDGE OF DOING t U1fiE OP—' ', SLAB IF - 0 CUSS--. APPLICABLE S IAB IF t r 1/2 1 EDGE OF m= APPLICABLE O. O. NwuOCA�E POURED / CONCRETE FLAT FFAO C04-CRETE MOTORS '5amcra ' _...._.....,._ 'CONCRETE ONC o L ° REQ� (SEE SCHEDULE ON SHEET 14) -i H nx aAx co" POURED FIAT HEAD CONCRETE ANCHORS mCHUM=� 1 OR CONCRETE REWIRED E D'--- D. (SEL SCHEDULE ON SHEET 14) 19 .TRENCH INSTALLATION VHID ONLY FOR UP TO+70.-75 PSF A.S.D. Q HV FLOOR INSTALLATION f O ING HV WALK—OVER INSTALLATION DESIGN PRESSURE RAT &FOR SPANS PER C� IHV CEILING INSTALLATION SCHEDULE/3. SHEET 11 W � ftI CON AM ANCHORS aAs O (SEE SCHEDOIE ON 17tY waen SKEET 151 iYISTIM 1/i'8 LO(Tai[DI to MJ A7ATQD 1H>flOiQal E]OCLAM -' r.,ar 10 CUSS -itza rn .i w,am,) '' 1 ---• 1 ii l ra�n+Ost .J4Naas'/ I tii it. ! O 1146 SITrAaa tp t 3/a'Ya rlWM 4 0 e (sU zoewc o N 0.G MIT tP D a'0 rY Pl ND •/ 1/4' l' nc Ia SoaDm -w .x my _� C-C IP TO e'-0•IDOL APlU' wy Si-,a AT EWt(!/S-�DlT 111"1 1 Etma I=PQIE tt al 9W tl IJ2• aW 0. 110..7/4"NDC FII+u1riAln 3/9`— _._. 1MAX /2 ' -' 3 1�5 I i WA5MR Fromm Aman.souxT---'�' i T . o ----�•--� �// �` o tz SCREWS RWS /f 8 illi 11413/4- HL P -211. t a'" , (-�- t 376 :EIC SCREWS 0 9'O.C. __ YS OR 1/4-0••20 S.S.M.S. CONCRETE ANCHORS - 6'• 7O 3 `114rS/4'sA.S. _ SII I i 1/4• -.,a;;. l,• ` t/ar-n wutS M/NUI tl 9'O.C. (SFT SCHEfiOLE ON 1/2 O 9'O.-C. 1 _i_ t/us. �:• '. o t9'aG 1 SHEET 11 II ' ( ! } •. .. :e: Oftil[ IAN SIINCiLPAL SIF----•= ) 17 oR 18 t/y- t 17 18 ,-20oDNOi LL mm ipow w SLAB ff - :1 -/4-F.H.s.Ds. uw. 1 J 6' 1 7 a• APPUCA$ CONCRETE ANCHORS \ -O.C. EO�L'01E i Non 13(0) `^SetDTE 1a(e) - wcom /74 Fw€r ca'x?ETE 3 (SEE SCHEDULE DN 017 SHEET 1. OR>b!M3iETE BLOCIE 51SET,4) POaRO CONCRETE-" ON SHEET 7 •''.0•..••;: •. 1..' __ O O4 CONCCRETE 6LOCX / REOVRED REOU;RLD O KEYSTONE MOUNTING INSTALLATION °P"ONAL £0J K HV WALL FLOOR INSTALLATION YAOA.L Asn,OrrlCal t Mw-1146.-n as u3TED Q © HV WALL WALKQVER INSTALLATION ,,,,.,t„SHRTOV SPM e-r fly GUARD I S ION Nom: NTI,jF rOR CT)4R�W11aY fS Cnstt775t TRCUO4ASLEE HIS WiTIEN SPERFp9/� •E: E �EDGE DISTANCE ADJACENT TO AN OpeR/:RE EXIT 4 Se„E UYrtaDONS DF 115E FOR SEE S�<FDR„ (SEE SPEararoNs DTL SHEET ,3) OR ENTRANCE EkJDE fA DN SHEET i9, INSTALLATION DETAILS W j (1) HV BLADE 2 MOUASSUIT`NIINO SECDOS CAN DE CCue1 NCD IN ANY WAY To SWAT THY INSTALEADCK FLORIDA BUILUNG CODE(Non High Velocity Hurricane Zone ®2015 USTERN PETAL SUPPLY,INC. A■S■S■A■ BERTHA NVTy i L ECO /N Accordion Shutter System KV. RIDE gT W/OR W/0 H.V.W,,DW B-CE z/ T American Shutter Systems wR%uR cn� aan nRAxN Rc ui c TILUT TESTING& ENGINEERING COMPANY -6'• DF ::�` tv N.a.arcs.a,sr.3=VR=WA aah.6JM ntvlc,,=I& AS30CIOtfanl Inc. , OLD 11-192 4j13/75 CUE, dit3/15 STATE 4268 Westroods Drive 2 DRAWING No '• �� • to�mozTsa West Palm Beach, FL 33407 3 A. 1. J19 15-085 S .•••C Y nx1FR A DLLtT tr,PE 4 r�/7 tDNAL EL�a FLDWA Lk.1 44167 5 SHEET P.E. SFLf51GNAtIURE/DATE 6 1 7 OF 20 SEE END WALL CON 4N SHEETS 10 & 18 %E ND115 0.4 LOCKING Nom®,W LOM(D w 0 oUT IN r ,-fMnN�CLASS INSTALLATIONS W/ n HV **AM uR�TE IN U=0 O%tra . BLADE W HV CENTERMATES MS x;04 wm.ALIO o ®wO.Oa® 10 Qw OR 23 INNEC7]QN 10•®w®'p�©•®° T 7-- aUSTING cuss - --------------------- 2'a2•�1/A•rO'-2 I ®•�w O•®wt®•�S S 7/t' 7• G 1/2' 7- R+CLE W/(z)%4'1 TMCLa 1/2• w©. OPPOSING -AMMETRYCAL TeToglts a - CENTERMATES CENT-___ MATE!j crop/aorlwo a ,oO/a•S.Ns.o rz• .,N.SEPAppnon (a)pro.,/2•sus ra nTaE t O.C.".mu LrQ+12- W/ HV LO— CK�2�or 65 W/ HV LOCK or TO cuss AT F/Ol AlKTlE(TlV) I - (SEE SCHEDULE 5 4' * 5* I N �* 3 ON StiEET 11) 5IV -11\�� 2. Qw®w©.�a®a1o•®w J HVB oOT a 10•Qw�'�®,©w HVA w®w©•�7wOn10,Qw E%iSfNG HVC -POURED CONCRETE OR CYJNmrtc MOCK WALL ------ 10.0-0. no EO 5DMMETR_._IC� IN �"�6 �Q•®°" —r---- __..._.. ( _ �- 8 •®w O9•®°'�.�_t\'cuss �* t ©•®w�•®w®•®w (SEESCHEOVtE 5 CLASS UtITERMA S (� -orss (INTERIOR) ®'�°°Q•®w(T�•� on sHE£T 11) /f uTN. Epf-WoN (�/'q��v v TO GLASS(SaI T,i @0� -© ®. S1Ef;7 ,V ------w -------- 1 OUT1 a�o 16'O.L. s 3 VARNEs �' ® C7* `L-©,w OUT �_._ 6 1/2'UAX�ApC OUT - HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane NgNnuR41/U m 2015 EASTERN EFTA SLPf;Y,INC. a:Ttt�;T�,, BERTHA HVTm '< Ero _ I L7rE\r®pp A■ ■ ■ Accordion Shutter System a - INC. ■ KV.aA X#1 W/CR W/O KV.WNWH MALE TIWT TESTING& ENGINEERING COMPANY American Shutter Systems wxssngr "ATL Gsux m: YL_ •4: STATE OF '� 6355 N.W.3",-I'. XI Aseocldtion, Inc. , OLD t 1-192 4/13/15 CArr.• 4/13/15 ids Pk—:(3 yam!-,s3G,F—(30.9)871-11531 4268 Wastroods Drive z ', F T�,.'' UkcwD:wT.wm DRWNG No ;�O,r . CORID \��� 03-00D6Ti9 West Palm Beach, FL 33.107 s , /,��,SSi•••••LL•�f�c,`• WA:TMA nClff 1.P.E. a l 15-085 P.E. ;� �I((TTCl&ATE rtaw L� !4.,s7 ` SHcET 8 OF 20 POURED CONCRETE POURED CONCRETERED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCREIE CONCRETE BLOCK WAIL'REOUIRED CLOCK WALL REQUIRED BLOCK WALLREOUd ED BLOCK WALL RECUWED /-EXMMG CLASS EXISTING GRASS CON r ANCiIOR J EQSTWG CLASS 7( Z'MIR //EX-ISRNG CL/SS M SaWIMIORAS j-- _ -t'_ -_ -( 2'1AN. TO CL (SEE r ) AM SUMA11aT SCHFAAE ON SRD:7 K.`S YUTARK7XR I 1 W SEPARgM TO GLkM(SCE EO EQ To COM(SEE 11 FOR SAM m"IC ,. 4E Sffi I M O•4S(SEE AMIE W 9#Er 1/16'x3"HAx, ON BEET 19 FDR It Iasi E CH SI' ID + SrLEDRE CN 514,7 i 1 FLR aztt OKa (60fi3-s6)CONT. R/17FS m u QA ON SFC2T 1D FOR 1 11 FOR RAEE®AN) ON SHM I0 ERR ALUM.(CLOSER a+94ET 99 EIRf� s�E RACES o&Qb) ETE. 90E !/ 1 awe 0 u Q� ' aA,ts tD a Q) W+. C'C'(5) I +USE 1'OR 2'AUX. (AS APPUCAV4XVxi/B'.0'-2' 1 /10x1/2'BLAS. I --� A1UL11NUY CUP ANGLE /10x1/2'S.U.S.,,,, D 76.O.C. `�' O 16.O.C. d \ (6053-T6 ALLOY)AT WOKE S,1 /\ (1)/4-0 TA'ONS ro©x �J' (2)/4-0 TAPCONS ANCRi0R5 TO rj SEE DETAIL X FOR,1 'WALL AT 1'O.C.(LOCATE AT TDE CONNECRON OR I©' ITTHTR SIDE ore) V OR t9' 1 OR ®' SEL DUAL COM E rOR 1 OR ®' TO TRUCKS OO'B ®' ER1E COYNECRON SX caa¢ XOR SEE DETn2 x 1T;A d e 6 T Q 6.(i •@• TO TRACKS .6-7.8 0•7�.• p ®a®•�©' TO TRACKS E O 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL O R•SINRED OMY FOR SPAt15 CRNTEIR THAN 12'-0' POURED E BLOCK OR AL /-CMILNG GLASS RREE4'VUI— BLOCK WALL EXISTING d a /1 j2•S.M. - -SHEEr �.._. Ir _^_ TO 4AS5(SM O 76 C. !RL•[�'A •�b�--- OR To MASS M int F�ft/OE(DAD CO. 1/2'TAN. SCHEMECNy ON 9ffi 19 FOR ANCHOR O II FOR BLADE(DAND ®_� A/ p/ RALES�6: 12.O.C. / _ _ ON SR T 19 MR d ______ ,,.Fj`^` S OR'R�1d __�__ EO $ OR0OR 2•TAN. ♦SEE L•+1FTAT?ONS CF USE FTM V EWB1AGE©ON SHEET 19 ) OR@DR�OR i�OR@ K-Al PLAN DETAIL� R TION CONCFL�7E BLOCK WALL REQUIRED ' ©•O•©a®•(J•®« rl HV BLADE OR (IA HV WINDOW BLADE INTO �•®�©•®,p•®. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL OO �Q�4 �f�-4 END CONNECTION DETAIL© � dap FLORDA BUILD!NG CODE lion High Velocity Hurricane Zone ;,•1``G(�A 71((jTi.,� ®2015 EASTERN HET&SUPPLr•INC. �LE BERTHA HVTA, A S S A Accordion Shutter System 1 O IM BLADE#1 W/CR W/0 N.V.VANM MADE FIF�Nr Tk= American Shutter Systems 6a�aFa DATr Dkg, e: LLL • TILUT TESTING 8 ENGINEERING COMPANY 9;. STATE OF .r e1sD N.l.18Vu 5 :.,Sas.v�ac1 eA srx¢F a� v+ AssOK iatlon, Inc. : a3 11-192 4/13/15 Ru1E dj13/TS Pn-.:(w5)an-M:Y.F,.:(M)S11-Ml 4268 Westroods Drive 2 ORNMING No F G�`� .—A: West West PGIm Beach, FL 33•t07 3 00067 95-085 /ONAI-ENI'OO'� WFuiTER A,MI u1sE s P.E.� CIJ19AS?�41fURE/DATE 6 SHEET OF 20 _ SCHEDULE N1 BCHEDULE A2 SCHEDULE A3 MAXIMUM SHUTTER SPAN` 'L+'OR -L-• MAXIMUM SHUTTER SPAN* -L+' 0XIMUM SHUTTER SPAN*-L+- --- (tt). FOR INSTALLAT10 IN or OR 2- (ft.)FOR R -L (ft) INSTALLATIONS INSf�AT10N ttT;FND N07ES: ® INSTALLATIffffrIb CONCRETE& WOOD (1)L4:MAXIMUM ALLOWABLE SPAN FOR A GIYEN W/ONE H.Y.LOCK ®or®or or MANSORY P09M A.S.D.CESIGN PRESSURE RATING. N0 LOCK e W/ NO LOCKING RODS or ONE HV LO & W/ONE FIV LOCKSL-:NAY.ALt.OYIABIE SPAY FLIR A CM1Rd NECATTYE CENTERMATES & W/ONE HY W, NO OR W/NO LOCKMG WAl A @, C• 0. E M, N,0. P. D. AS.D.0£SIGN PRESSURE RATING. �, ODS MOUNTING F, K&L R.S. &V. LOCK®4Y/TW LOCKING RODS®TOP & (SEE NOTES t tt) M=FOR MOUNTING 0 (2)PROCEDURE TO DEiTRMNE MA7UMUM SPIN FOR BOTTOM SEE NOTES tt) SHEFr 7) FLOOR/CEILING G, H. I, 11,J T, U. W &X WALL MOUNTINCS(TOP/DDTTOM)OR FLOOR/CEILING: CONCFLr7E&WOOD MOUNTING MA1wY CaNCRETE&WOOD 11N5'fAUAT10N5 V � NAPM CONCRETE & M IMA at" oEsloc ASO CCS514'-2" A1ph5 f;TYEN A POSITIVE ASD.DESIGN PRESSURE wmxc, FREZLM WALL MOUNTING ILOOR/COLING YMIL Wumc 1�e[ YouNTa. DETERMINE MNEMUM SPAN'L+'FROM SCHEDULE °A!'F uoL4ITNc enc t rPnaGIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. I.OR { 1 FLowc>:tuN:110tPmNc ( '�I .YwAmNN: DETERMINE LNXO/UY SPAY 1 FROM SCHEDULE. If {o t-(o L-(N 0 MA-WJM SIWTTER SPAN%+"OR-L-'FOR 30 OR 16'-0' 1C-6' 16'-0' 16'-0' 30 16'-tr 16'-0' 30 t6'-0' 'INSTALLATIONS INTO WOOD SHALL DE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 1C-10' fa'-10' 15'-2' 16'-0' 35 iii-10' 1a'-10 35 t6'-10' 105�•&S.D.DESIGN PRESSURE RATING. i 1u DETFRMWm SPAN BETWEEN 1+'AND-L-'. 40 13'-10' 13'-1a' 14'-2' 15'-2• 40 13'-10' 13'-10' 40 t5'-2' (3)PROCEDURE TO OETERIANE MAXIMUM SPAN FOR 45 13'-1' 13'-1- 13'-4' 14'-S' 45 13'-1- 13'-1' 4S 13-4 14'-3' t IN CORNER CENTERNATE#3 MAY BE USED AT ALL COMBINATIONS IN.BETWEEN WALL MOUHnNGS 50 12'-5' 1Y-5' 12'-8' IS'-T $D 12'-5' 12'-5' SO_ fYt3' __13'-t' MOUNILNC INSTALLATIONS.LOCKING SPEGFTCA7ION5 W/F100R/C(]l1NC MOUNTINGS: 55 - - '-1• 12'-11' 55 11'-10- 11'-1D' 55 11'-1'� 11'-1tSHALL BE AS INCICATFD ON MANDATORY CONDITION j'2 FOR A aVrN POSITIVE A.S.D.DESIGN PRESSURE 11'-4' 11'-4" 1 60 11'-4' 11'-4' 60 10'-2' 10•-11, NOTE/5,SHEET S. RATING. 65 to'-IO 10'-10 1r-I' 11'-11" 65 10•-10' l0'-10" BS 9'-5- 10'-1 DETERMIN. 70 SO'-6" 10'-fi- 1C'-9• li'-S' 70 10'-6' 10'-6' 70 8'-9' 9-a• L1+n MAIL SPAN FOR WALL MOUNTING INSTALLtMONS. _ L7+-VM.SPAN MR FLGOR/C£7UNG MOUNTING 75 10'-t' 10'-1' 10' r 11'-1• 75 10•-1- f0'-t' 75 - 8'-9• 'f'f DtCEPi THAT IAAI@LUM S!TUTTQN SPAN 1+'OR INSTALLATIONS. 80 9'-10' W-10' 1G.-V /D'-9' 80 9'-10' 9•-10' 'L-*AND MAXMLM ASD.Df9NG PRSSURE RATIM:FOR FOR A(:VEF7 NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-B' 9'-G' 9'-9- 10'-Y 85 r 9'-6" ISTAUMOS INTO CONCRETE OR OONCRETE BLACK PAYING: 90 9'-3' W-3' 9'-5' 10'-1' 90 9'-3'— SHALL BE LLAQEID AS F' CErERLAKE: 95 9'-0' B'-9- 9'-2' 0'^10' 95 I- CONNECTIONS TD KEYSTONE MOUNTING L1 I=.SPAN FOR WALL MOUNTING INSTALLATIONS. TOO 8'-9' e'-$ 9'-0- 9'-T 700 51-91-..- 8•-4• LIMITED TO +64,-72-P.z.I.AND 8'-0'SPAN. SEE L2--LATA SPAN FOR FLOOR/COUNG MOUNW4G MOUNTING M&ON SHEET 7. INSEALLARDNS. 105 e'-7' r-11• e'-9' 9'-4' 745 110 8'-4' 7'-7• 8'-7' 9'-2- i 10 7'-7' FINAL wmwuY ALLOW'ALE SPAN IS EQUAL TO THE Its W-2' Y-3" 8'-4' 9•-11' 115 r-3' SEPARATION TO GLASS SCHEDULE UNW"8E7Y.EF.H 71+-•-E2.F-,'U=AND_ W-11- W-2- 8'-9" l20 725 7'-TO' 6'-8' 8'-0' 8'-5" 125 b'-e' (4)GO TO ANCHOR SCFEDLAE WITH FMA. MAXIMUM ALOWASIE SPAN AND NEGATIVE A.S.O.DESIGN 130 r-8• 6'-S" 7'-1D' 8'-1' 130 7-8' 6'-5' WIND ZONE MINIMUM PPV.SPAc�1RE RATING TO DMRUNE MAXIMUM ANCHOR 135 T�7- W-2' 7:-9'_ .7°-9' 135 17-7' C-2' SEPARATION .�-140 7'-5' W-71- 7T 7'-6- 140 5'-11' ASTM E-1996 145 7'-3• 5'-9- 7'-5' 7'-3' 145 S'-9' TO GLASS 150. 7'-2' 5•-7' 7'-4- 7'-0' 150 155 7'-0• 5'-5' 7'-2- W-9' 155 5.,:: 1 THRU 3760 6'-tt' S'-2' T-Y 6'-T160 �165 6'-10' 5'-1' r-0' 6'-4' 165 170 6' 6'-2- 170 175 6'-7' 4'-9' 6'-9' 6'-0' 175 6'-7' 180 6'-6' •'-9' 6'-61 5'-10' 180 6'•-6' H V B LA D E 185 6'-5' 4'-5" 6'-7- 5•-8' 185 6'-5" 4'-G- 190 6'-4' 4'-5' b'-&' S'-b' 190 6'-4' 4'-5' ._...._....._._... _a 195 6'-3- 4'-3' 6'-5'5" W-5' 795 6'-3' 4'-3' 200 G'-2' 4'-2- 6'-4' 5'-3' 200 6'-2' 4'-2' ' 215 6'-Y 4'-t' 8'-.'' S'-1' -205 6'-r a•-+- FLORIDA BIJUNG CODE(Non High Velocity Hurricane Zone ®20015 EASTERN METAL SUPPLY,INC p 1111,11IHI1N,rN,N, AHV T ���A•aF.4 p:TICC/j• • TI. P /77RUE C-O ■c. ■S■S■Q■ Accordion Shutter System — — y HAY,MADE#1 W/CR W/O KV.144DOM BADE 5 tom' 3 American Shutter Systems t1E ogtoK DATE oqA m MACY. G. LtlF.vr TICCIT TESTING&ENGINEERING COMPANY Associatbon, Inc. 1 OLD 11-192 4ngL6 DATE: 4/13/15 * 4155 N.W.Skh.x.51a.3m.TfAC4I,A OActpa,n64b.>31 Pl+ona;(.f0$je7I-1530,Fn:(305)971-1531 4268 Westroods Drive 2 r RAWING No West Palm Beach, FL 33407 3 D 15-085 ANGNo 04 •;FCDRID`�:���.� 1ALTI7i a TILUT r.ac 4 FlOFMA U.S 44167 $ SHEET �syE, (IaiD E/DATE 6 t OF 20 MA MUM ANCHOR*SPAGII fin.) SCHEDULE FOR A GNEN MAX. SHLUM SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES EMM (SEE UOUNINHO5 L D.&H ON SNFLT$6&7) 1.ANCHORS TO SUBSTRATE SFW3.BE AS FOLLOWS: POLM OWiR7VOONOR IE BLOM POURED t1R16S7r (A) TO EXISTING PO URIED CONCRETE(Min.Cc-3 1*1 ummQE WALL SELL MOUNTING ©CFlUNG MOUNTING QH FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WTHH ADVANCED THREADFORM TECHNOLOGY AICHOM As WNUFACIRNOD BY LT.W.SUP CM(wa re-3 k.1 SPAN AHGHQ!'2S_SPAL1AXi LF1Lx7Nn -1/4'0 x 3/4'ALL POSTS SOUD-SET AA'CHORS,AS 06iPoBUTED BY ALL POINTS SCREW.ROT&SPEC%4LTY COMPANY.(Wn.fe m 3 NCH) (N I231W IIF�wE PIC=ww L®4 'AE PM=R1D4i Cc=ALWK Pf759s1 AOEO -1!4'0 BEUE TAP CONCRETE ANCHORS W/CAP AS YANUFACILRED BY FLORIDA FASTDEETS DRECT,IRC.(Min rc.2 1-1 3O40 60 75 90 120 1CO 205 30 bfKi 90 1�REO 2D5 30 b EO 73 90 120 160 TAPCON OR -1/4'0 TAPPiT{+ANCFNOT.S AS MAM.M'ACMRED F7f PCYffRS fASTFNFRS.NC,NTD OfSTRWTED Ur ALE PMIS SCtKW,ER1LT k SPECALIY 14 12 0 6 6 6 u 12 15 9 6 a 8 14 12-10 9 e a 6 e TAPCON RIJWITTEADVCHNOLOGY COMPANY pit ANY 07HM APPRCVS0 L'CENSED OR AUIHORRED VENDOR REGISTERED WITH THE AMERIOW SCUIIER SYSTEMS A.SsOCNDON,INC DIREADF INT TECHNOLOGY M6 I.-3 k4. 3'-0' ED t� It 10 D 0 8 6 6 14 12 f0 9 8 8 6 6 la it 10 9 6 8 6 JL.8 SET ( 7 OR LEM 14 12 10 9 8 6 a 0 N f2 10 9 8 8 6 0 l4 12 70 9 8 8 5 S NL S'SOUO- B�VE IAP w/CAP NOT[S: 14 22 10 0 0 O 6 7 N 12 10 9 8 0 6 0 14 12 16 9 a 8 6 6 A1)IrWUUM EMBEDMENT INTO POURED CONCRETE OF TAPCON DR TAPCON WINS ADVANCED nWADFOPM TECHHOUDGY ANCHORS AND TAPPER+ i4 12 10 9 5 7 63 33 la 12 10. 9 8 6 6 9 14 12 10 9 a 0 6 5 T 4 ANCHORS 15 1 3/4,AND FOR BLUE TAP W/GNP ANCHORS IS 1 1/Y. 4'-0' 14 12 10 9 6 0 6 D 11 12 10 9 6 8 4 0 14 11 t0 9 6 8 8 05 14 T2 10 9 6 B 6 4 11 12 70 9 0 0 6 43 14 12 10 D 8 8 4 35 A2)WAX111 EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7X OJIO SHE PWRED OONCiM NO EMBEDMENT 14 12 10 9 8 8 0 45 to 12 10 0 6 8 6 53 N 72 10 9 0 8 6 43 INTO SlV=SHALL BE PfRAOTIED.1/4'0-20 SS,MACHINE SCREW USED StWL BE 1 1/2'LONG M06YIfu SHOULD STUCCO D=.AND la 12 10 9 7S 63 33 - 14 12 10 B 1 a 8 6 5 14 12 10 9 5 7 5Z;4 •� s�96C FC1i 1•U29UUM FOR WAILS WITH NO STUCCO. T-0' T1 12 10 9 6 6 5 IS 14 22 10 9 8 8 6 &S $4 12 10 9 8 a 6 145 74 a t0 9 e 7 4 - li/2 10 9 8 85 5 &5114 12 10 8 65 5 SS 3 A3)W CASE THAT PRECAST STORE,PRECAST'CONCRETE PANELS,PAVERS OR ANY V'E!MM BE FOUND ON THE DOSRNG WILL OR FLOOR 14 t2 10 9 0 73 4SI- 14 12 10 9 8 8 6 43 14112 10 9 8 6 4.5 75 ANCHORS SHA.BE LOW DOUGH TD(SACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,Maar AGE SHALL BE AS INDICATED ON 14 12 D3 73 63 4.5 - - 14 12 10 9 8 7.5 53 4 14 12 10 9 8 a u 33 NOTES A1)&A2)ABOVE.FOR I SIAILATIORS ON'WNIL 5060 OR ONS WfTN OR WTTHgUf METAL STUDS CONSULT THIS ENGINEER.FOR 6.-0' 14 12 10 9 a 8 6 - 14 12 10 9 8 0 B J l4 12 j.+. 8 6S'S 1S ISEAtlAT10H INTO ETES WITH METAL STUDS SEE SHEET 20. 14 12 10 9 3 65 3 - N 12 l0 65 7 9S 4 ] 14 i2 8 83 SS 4 J 14 12 10 9 6 8 - 14 12 10 9 8 6J s 76 14 12 10 63 0 6 4 (6) TO E%6DN6 CONCRETE ATONIC:(ASTM O-DD) 14 12 9 45 5S 3 - 14 12 10 9 5 OS 43 33 14 12 10 0 7 i 5 J3 3 -1/4.0 TAPCON OR TAPCON WITH ADVANCED THIMkOFORM 7ECIOSOLOGY ANC140M AS UANUFACTURED BY LT.W,OLgD`m 7'-0. N t2 10 9 a 0 - - 14 12 10 D 6 7 5 4 L 11 10 9 7.5 53 4 3 -1/4Y x.3/4'ALL POINTS SOLID-SE'i ANCHORS,AS D5Tt8DUTEU FK ALL POINTS SCREW BOLT&F1EQl.TY COMPANY. 14 12 IO D OS { - - 14 12,9 7.5 6 43 35 - t4 0.5 7_55 45 35 - - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CM AS WIJUFACNRED Hr FLORIDA,FASlpifiS OIRECT, . 11 12 1 0 ILS 7 9 13 SS 12 9 7 75 43 - -1/4'0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECX7Y f4 11 J 55 43 - - 14 12 f SO 14 75$3 4 - 74 12 9 7 6 43 3 _ COMRAhY OR ANY OTHF7t APPROVED LICENSED OR AUST HORVM%VWR REGISTERED WISH THE AMERICAN SH UI TFR'YSTENS ASSOCSADON,111,^,. 9•-0. 14 12 10 D 6 65 - 74 12 10 9 0 6 4 - 14. 12 10 8 63 5 33 - NOTES: 14 12 85 7 Sd S - 14 i2 a 67 SS 4 3 - i_s fL5 6 5 4 3 - - 9.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCUO S AND TAPPER.ANCHORS IS 7 I/C AND TAPCON 14 12 93 73 0 - - - N4 t2 DS 6 6.N 8 - - /4 12 6 6 83 ♦ - - WDH ADVANCED THIREAOFORY TECHNOLOGY ANCHORS IS 1'. 13 93 6 S 5 J3 - - 14 12 10 0 163 6 - 14 12 6 " 5 4 14 12 10 9 8 - - - 14 12 10 9 75 43 - - 14 12 " 7 5.5 4 9'-0' - - - &2)MULUUM EMBEDMENT OF 1/4'0 Y 3/4'Al POINTS SOLID-SET ANCHORS Scall.BE ENRRLLY EMBEDDED OTO THE CON:RETE BLOCK RD 14 113 73 0 4 - - - 1T 11 7 3.J 6 35 - - 1t a'S3 aJ 15 - - - EMBEDME.NT INTO STUCCO SHALL BE PERMMED.1/4'0-20 SS.11AC11NE SCt£W t15ED SHALL 1 1/2'LOtN-u Wh"3IW SHOULD BFLICED - /4 12 8.5 7 5S 4 - - 14 103 7 53 6 4S - CAST.AND I'MLNtMUU FOR WALLS WITH No STUCCO. L15 A5 1 - 14 12 9 7 5 43 - - 14 11 7 55 43 3.6 10--0' 14 /7 IO 9 7.5 - -- - 14 12 10 8'63 3 - - 14 12 8 6 5 4 - - B.3)N CASE TENT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY ma:Eet BE Fvin CN THE Eiasngc WALL OR FLOOR. 14 t 7 S 33 - - - 13 DS 83 3 4 3 - - 10 73 3 4 .1 - - - ANCHORS SHALL,BE LONG ENOUGH TO REACT THE MAIN STRUCTURE OEMND SAID WALT,rINISHE.N.ANCHORAGE SWM.BE AS INC;h W ON 14 11 TS 53 - - - - 14 113{9 4 $ 4 - - 23 OS 1 a 5 4 4 - - NACRES D.S)&R.2)AE FOR RKTALLA7fONS ON VUM.SENO OR EIFS WTM OR WTNOU,METAL STUDS CONW-T TTA$EHGNML OS 9 3 _ - 74 12 8 6S $3 4 - I3 !0 6S 5 4 3 FOR INSTA�7IDN ONTO E65 VITA METAL SMAS SEE SFM ID. 11'-0' ti I2 10 - - - - - 14 12 9 7 6 4.5 - - 1a 1D.5 ] &5 45 33 - 7.5 95 3 - - /2 9 8 4S 4 T J - - 8 7 4S 33 3 - (C) ANCHORS SHAtLL BE NSTAilm FOLLOWING ALL OF THE RECOUVENDATICNS AND SPEpnCATkNP OF THE AMOURS INNIIF 111RU, 14 10 7 - - - - 14 10S 7 6.6 43 - - - 15 8S SS U TS - 93 14 13 73 a 5 - - t2 9 6 a3 4 - _ _ {D} SEE SCHEDULE BELOW TOR EDGE DTSTAVD£(ED.)VERSUS SPACING REEATfOR:J4P FOR ANCHORS 1. 12 6 8S 33 - - - 13 10 163 5 4 - - - FOaE DISTAMCF VERSINS SPACING SCHEDULE FOR ANCHORS: FIJI a3 43 - - - - - 11 0 J5.5 4 3.5 - - 8 5 4 3 - - - -MWUU ANCHOR SPACINCS ARE VAUD FOR UXE UWANCES INDICATED BELOW FOR E 0.LESS THAN THE N=kTED,REDUCE AN.tOR SPACN: 35 95 6 - - - - - 1J 9S 4S 5 4 - - - OS 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SpNfDULE BY THE FDLLOWNC FACTORS. 0 63 - - - -1- - 14 10.5 7 33 14Z - 11 8J 53 4J 35 - - REDUCED SPAC7r.OBf" IJSVNC FA_C101 SHALL N0T BE LOIS TH UNVUM SPACING INDICATED rCR EACH ANCHOR RPE. 14 12 _ _ - _ _ _ 14 113 73 6 5 - - - 12 9 6 43 4 FACTOR 10 T5 5 A 3 - - - 73 53 4 .1 - - - ACTUAL TAPCON Wfi)N ADVANCED SET eLME TAP W/CAP TAPPER+ 12 9 6 43 4 7 °- . _ _ _ _ - EDGE TAPCON THRfAMRM TECHNOLOGY AM���� 6 6 13 93 65 5 - _ _ _ 05 73 5 4 - - _ _ Y L O DiC7ANC£ YON.57ACOY 14'-0' 17 12 _ _ _ _ _ - N I0J ) 55 - - - - li&5 5S 4.5 - - - - E0. M.SPACUNC.-3' MOL SPADNG-3' UN.SPACING-3 1/r 141L SPACING,3' 3 3/4' 4' 10 7S - - - - - 9 7 4J SS - 7` 3 ].5 J - - - 1 HV BL/SIDE W/ CON565TCRETE BIDE(& FOURS mcw, SarRuE ElDIX CONCRETE 0. & m DNN7i£ OI.pLERCk MAED maNDE Lnt7lTE cmc IS e - - - - - - 11 8 53 43 - - - - D 63 43 - - - - - Ow Fa.s ITiK E'S•3 1/r Mx EO.21/r M'L(0..3 1 MER Fd•S UPSf�.1 1!r F�•2 I/i' 73 - - - - - - - 12 9 6 - - - - - 93 7 43 - - - - la 10 93 - - - - - 6 5- - - _ - - BLADE WORKING 3 1.0 030 1.0 0.70 1,0 0.64 1.0 15'-O' g _ _ _ .. 83 65 4 - _ _ _ _ 85 6 7 2 1/2' - 021 1.0 __.._ _..._._.. - 0.67 1.0 6 5 - - - - - iu 0 4 - - - - - IN UNISON♦ z' - 0.71 ] - - - - - _ O$1 __ _ 1 3/4' - 091 _ - _ 0.43 - - - - - - 73 93 5 - - - - - 10 73 5 - - - - 6 - a 6 a - 0 43 3 1 1 2' 035 O3g 8 6 4 RORIDA BUIONG CODE(bon High Velocity Hurricane Zone ><VNNNNk N TILL/AAA4AA 6 20)5 EASTERN SAL SUPPLY. INC. GENS T�9 BERTHA HV„A ` --- _ Accordion Shutter System HV.ELIDE#1 W/OR W/O H.Y.1f MW MADE American Shutter Systems EV.4 _ pscRPD59 CASE I Onwm BY.. ML T1-191T5IOA STATE OF c TILlJT TESTING&ENGINEERING COMPANY Association, Inc. i OLD 2 0- 1G 4/13/15 6114 NW.Jr✓1 M.,^•e.305,\1 2=CUNDLNS,FLMCA 3.1 / Pham:(3D3)571-1530_Poi:(=,8771-1531 "268 WBStf00f3S Qr1YB : Dx1l'" DR -,,IS X11 --*,t ft- Wes: Polm Beach, FL 33407 s DRAMNO No AAiA S10NA� VNN WALTER A TUB Jr,P.E. 1 15-085 %P.E AASt'EkL"JS`INI�ATUREJDATE ^ °"Lk.t`4167 s SHEET s I 13 OF 20 0 NILI Lo Zp _ $V C k� y ��3 Fr' C NmL. 0- 91- d01 29 �/y o77 P r U 1 0 c O �i r + I^ will 0 c qc I ten a rZPgm a2. —� mIS c 11�,�,4 /y� o °o W ■�D Hm O ZW N`m 01)�s..– 1A > ■ U rya �dhnn.ld Ny Y lnnl Idnl lql l lNl l l�i i 1j.1111 y�l I l�i l lni I lni 1111 11 A �1.118annn N{yNar n�n.inn a'.I nn1lNni 1N11 li,Nl l l"I l tom, i 1'Y IFF,YI i l',�, i l .Z 8�mh3 4 1anN4? nniI1dN Y.Nd�nY�nH�Y�Y id'��I llynl lnnl In 111Nl 1IIN11111 ....Nn...On nr.n . Z m Nn NNnId NHd �nnmY n�N'H�n�jN�injv� I n l l 1'n'I I I N 1 1 WiQJ CPU j"��YC1 x K'nnNnn�nnaa N..... ..Hgyi;;.–i.--n; � n.nn nnHn nnn pNnHNnn.N Nnnggn njd nynn n�n nn�n nN�N NHYNna'�n�n,�n.� �.;L'l g H n N n g N n N n n n n n n n N n npoop.q N=H y A h H H N nIN h y�H H O n n n N N d n n nil n n N N g N •• OOO ........... 5 HHylhhNdHn'hnnNNa`n,n�nn'nyynHNHnnNONHNNynNN 5�� r �'�n•anrnn�nn�.I n l l l p l , l .l l I yIl 1 1 ILI Ijl l jl I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Itl 1 R �nnnn'�fn`�n Yn nlx„`�nv�Innt lnl llmll lyll ljI jllnl lllllll1�111111 qqq = � Q+nnn nnn�nn°�n nYn,amenNnnnrYln�I inti l�nlllml 11�1l11 .1�11 111 n111 �� •'• •,' vjj+� �• $n nen nen n{nnnn nlnn�n'�nrn mvnnSH: ! _ �� h •'��+ ` _ 1 Ilnnllniyl ln111m11 �\: } � gnjnnnnnninnn`nnnnjn n'an n'�rn�nnma�n�m Yr H'�,�r�n�n r'�nnl�i_Innl ,nf{ PJ a 8n�n nnnn n�nnn�nn mm�7nNQnN�.nnN�n�NaA: d'• n�t o: C, � © nnn njnnnnnnnlnnnn n�nwnn nnnln..N.r,nlnnnnnannmm�n�n'�n�nn,�n�;ln �J��l•. \�•� :�� m $nnn nnnn nn —Q,nQ, nnnnnn nn nn rrn nn nnnn^n nnn njn nn nn nnlnn +Ojb•/• �'\.p•-' t��ciy��� p qq q } rruunnaP` d Mnn.ltAIllnlllltlllllllllillllll7illlliilal Mngfo m�emt".^nimnla.IN�IYNlIdnvvlI Irl�n�aYY.11 YYIII 1^��1 I N�1 1 I n I+1 1 vvn,,1 1 1 Ijl Jl 1 1 1 11 11 1 C•^"n".�q?P�m q�d Hdq^"ri Nim n.RNY�N ."n,l�1-1(1"jr1.1 1 N�1�1 h 1 1 1 ni I —WI.Q.Qmhnho.:jnnev��n r l ^«$««nq«'1trv'gool� n"no "qan Yi.gn q� " 'Inn. 114S �'; ^..N��t-.i { �� H�^�^ ;n ald•rHn �rnl�•"t.v na "r I-so 5211 Monmom mpaja............m ljll1111llltll lljlllllll�lllllllllill11 6 on....p..Oommmd0oonppool $3' @@@@m ....... m... P�P oga q'PoOogogoq 000000 algloe r oq_ qlP Ple«N^n ofxizxjx ig xo ' H Y iy i0 In 'p1 N i� P n �D