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HomeMy WebLinkAboutProduct Approval Florida Building Code Online FILEkv Page 1 of 2 4fir e'`. o a•' � 0 0 _. o e, � �,r. '`�,? £% ''d. �:S �Fry .t��.� �N.I,. Florida 0", cd gment, SCIS Nome }.Loq to user Registration Ho[Topics Submit Surcharge ! Stats&Facts i Publications F6C start Sc[5 site Man ? [Inks search 1 Busines (�) a Product Approval ssi naluseR:vvnnc utcr Regulation p,iwtl,ri nnnrnvaf{I,Ipj>Maiort or nnMl<alfon 50arth>Annlirrrltr,a I ist>Application Detail FL# FL309-RS i 'dtT, r `• Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeefey@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternrlietal.com Technical Representative Address/Phone/Ematl Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Llcensed Florida Professional Engineer 'r. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed,the Walter A..Tillit,Jr,P.E. Evaluation Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3 1120 1 7 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence Ft.389 PS CC 1, A Rf) N Cl Nn"14VH7,p tt 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 1 Option D http://www.iloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYII142vJvx5... 7/16/201 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 -Orw 15-086 bottom)for storm protection Limits of Use Installation Instructions E Approved for use In HVHZ:No F1389 89 Ii A.S.S.a.INC, DnyyG.tS-oss.ndr I 1 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 f Other:Large Missile Level`D`.Max span is 12'-7'for 35 psf positive F1 389 RB AF A.3 S.iNC. PX JJ DR6'1G ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window biade,$'-2'for 110 psf ASO load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working In unison.Max,span for HV3 blade w/o window blade for installations Into I Metal Stud walls Is 79'for max.ASO pressure rating of+72,-72 and 84' 4 for+64,-64 psf.See sheet-5 for others ns and ASD pressures. f 8 . Bertha HV Accordion Shutter.Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non•HVH2•Drw IS-OBS bottom)for storm protection _ f Omits of Use Installation Instructions Approved for use In HVHZ:No FL-369 RB it A.S.%A.INC DRWG,15-085 ac±f i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i i Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports j(Other:Large missile level"D.Max.Span is 16'-0'for 30,p.s:f negative F1381) Ra AE A.5.5.A-INC P k Ft bRWc' -ref rtV y;1t ASD bad depending on centerrnates and locking rod configuration for the Created by Independent Third Party:Yes HV1 blade,8'-0-for+64,-72 p.s.f.toad for HV blade for Keystone 1 mountings 7'-0'for+75,-75 p.s.f,for metals stud mountings and 8'-0' for 110 p.s.f.for HV3 and HVIA working in unison.See sheets 7,11 and 20 respectively of Installation drawing s for other spans and pressures. 389.3 BerthaHV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ)-Dnvg 15.084 bottom for storm protection Limits of Use Installation:Instructions Approved for use In HVHZ:No 1`069 Rq it A.S.S A INC. 0R4VGA5.0R4 nor Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Destgn Pressure:N/A Evaluation Reports Othert Large missile.Max.46-0`span at 30 p.s.fASD load for Blade 1 1`089 R8 AF:.A.S.S.A.INC. P.E.R. DAWr,_t5.OSa ndf and 18'-0'for Blade 2..See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively 1 11 .Contact Us:t 1940 Horth Monroe Street.Tallahassee FI.32399 phone:8S0-487A824 The State of Florida Is an WEED emp10yer.Copyright 7007.7013 State 9f Florida.::Privatv_StaWnient::ACCessibility Statement::Refund statement Under Florida taw,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please mntact 850,487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F:S.must provide the Department with an email address If they have one.The emaits provided may be used for official communication with the licensee.However email addresses orc public record.If you do not wish to.supply a personal address, please provide the Department with an emall address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here PmduCt Approval Accepts- ;.1F-___1 FeCuiltvdrea N to h''<��s :IU http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2v3vx5... 7/16/201.5 GENERAL NOTES- I.BERTHA H.V.ACCORDION SHUTTER SYSTEM sHOWN ON THIS PRODUCT EVALUATION DOMNW(PS.D.)HAS BEEN VERIFIED FOR C:XUNCE 111 ACCITIMANCE VAIN THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION&WITER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND 1000 SHALL BE OETERwHED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC FIND SPEED RFOII:RED BY THE JURISDXIION WHERE SHUTTER WILL TABLE OF CONTENTS BE UWALFED WITH A DIRECTIONALITY FACTOR Kd.0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DOW PRESSURE RATINGS O:DF:i1ED ON SHEETS 11 TWIN 15,10&20. N DIM TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS OETOMED PER ASCE 7-10 SHALL BE FIST REDUCED TO ASD.DESIGN WIND LEAD" AREA.•1: HV BLADES(D& � BY MULTIPLYING THEM BY 0.6 IN ORDFRTO COMPARE THESE WJ MAX(A.S.D)DESIGN PRESSURE PATINCS INDICATED ON SHEETS 11 TIM 15,111&20, GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT 00UP0lFNTS AND ANCHORS ON THIS P,ED.,AS TESIM.WERE NOT OVER STRESSED.A 33 X INCREASE N ALLOWABLE SORE55 FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 M ALTS&HOWEVER.A WIND DURATION FACTOR 00.1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SIM 3 BERTHA H.V.ACCORDION SHADIER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED N ACCCRDMCE WITH SECTION 1609.1.2 OF THE AEOYE MENTIONED CODE AS PER All,REPORTS: TYPICAL SINTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW MADE&WINDOW BETAJL -HN MADE d (0214.01-03.#0715.01-03.11004.01-05./1214.01-05.10317.02-06.fO6O9.01-10 AND 0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA 2: HV RLADE n AMC) W WiN00W aWr tl�t AND E-1996 STANDARDS(NISSIIE LEER.D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&20.E PROTOCOLS LARGE LUSSRE (WHERE APPLICABLE). -HN WUDOW BLADE 9 fO5W.Of-GIF AS PER ASIM E-1886 AND E-1996(MISSILE LEVE,D,WED ZONES 1,Z 3)BASIC PRO7ECT)0N ONLY AND 1 0725.01-BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.1{V MADE(D AND W WINDOW BLADE 0 ARE ENSWEERED 70 YORK N UNISON WITH EACH OTHER MOM THE GEN'JZAL LIMITATIONS AND COTWONS OF USE DIMA70 ON SHEET 19 INSTALLATION DETAINS O-µCDHCRETE/MOCK SHEET 7 3.BERTHA N.V.ACCORDION PNS(HV SCREWS),USED AT GLADES HNUME AND FOR DIRECT MOM CONNECTION M TRACKS SHALL BE/14.275'AND 114.1.75'RESPECTIVELY,410-W MINIMUM SIMM CEICERMATE OETALS IN SHEET 8 STAMM STEL SCREWS WITH 135.0 Yui YIELD STRENGTH AND 180 W TDMLE STRENGM.PNS SHALL BE COATED WITH BERTHA W DALROSHIELD OOATLNG SYSTEM AS MAINFACI IRED ETY APPROVED CENTERM ATE AL70HATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIA710M.PINS MUST BFA2 THE W MARIONG ON THOR HEAD. 4.ALL AUAUNUM EICTRUS(ONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOCACED ON SHEETS 2 AND 3.N,NIMUM YIELDSTRENGTHFOR C•063-T6 ALOY IS 30.0 w AMD 317 I,FOR END CONNECTION DETAILS 1-6,ODNC3RECe/BLOCK SHM 10 6005-TS ALLOT. MA)CMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO EE STAINLESS SRF$304 OR 316 AIS SUMS OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN 50015 WITH 50 Tai MN.YIELD STRENGTH MD 90 Isi MDL TENSILE STRENGTH I ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLOTILLA SUI DING CODS SECTION 2411.3.3.4 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.DOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ATS 364 OR 316 SERIES STAINLESS STEEL WTTL 35 Id M!"Um YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOMNG SHEETS FOR ANCHOR SPED ICATi0N5:W BLADE Q: 12.13.14.15 AND 20 I.NWALLAMON DETAILS U-R.WOOD SHEET 16 W ECADE D&© WORKING N WMPOW.. 12,13&1S INSTALLATION OETATIS S-X,W'DOD SHEET 17 B.THIS SERTH4 FLY.ACComcH SHur1E?SYSTEM CEARS A U.S.PATENT 1G'MA82 COW ONEL65 OF TWS APPROVAL ARE CNF.RED•N WHOLE OR N PALTr Of U.S.PATENT 15.458,179 ISSUED TO EASTERN END CONNECTION DETALS.7-12&X;WOOD SHEET 18 METAL SuppY,INC. _ 9.IT SEHLL.S DIC RLSPOMg mny OF SHE CONTRACTOR TO VERIFY THE SOUN MM OF 7hT:SIRUCUCRFRE WHERE SHUTTER IS TO 8E ATTACHED TO INSURE PROPER ANCHORAGE.C M.-RACTOR TO SA/CAULI AREA 3: W WINDOW B ant' 0 ONNLy ALL SHUTTER 0011 XEMT EDGES WK CH REMAIN,1HRU FASTENING IN=1714000S CONTACT WITH THE BU{D=TO PREVENT WIND/RVR INTRUSION. TYPKYS SHUTTER ELEVATION SHEET 19 10.EACH NIT M�BEAR ENGAGE OR L TNT INALL W CA VSIMr PACE WITH WIRING NOTE:DURING PERIODS OF HURIGWE WARI,INGS HOME OWNER,TENANT.OR OTHERS.MUST`PROPERLY CLOSE ALL FN AND HO NO LOCKS. AREA 4• FN WINDOW BLaFTF(iONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED CN A READILY VISIBLE LOCATION AT ACCORMN BUTTER N ACCOR(WXS WTTH SECTION'171D.8.3 OF FLORIDA OUROUNG COOS ONE IASEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.LATBIM M COMPLY WITH SWIM 17108.2 OF THE FLORIDA BUILDING CODE 1Z BERTHA H.V.ACCORDION SHUTTER SYSF"S INSTALLATION SHALL COMPLY WET{SPECS INDICATED N THIS DRAW=PLUS ANY BLI VAG ANO ZONING REGULARONS PROVIDED BY THE JURISDICTION WHERE . PERU"IS APPLIED TO. 13.(o)THIS PSD.PREPARED BY IFPS IIX.4.•ZM IS GENERIC AHO DOES NOT PROVIDE INFORMATION FOR A SITE SPECF73 PROJECT,I.-WHERE THE SUE CONDITIONS OEI4ATE FROM THE P.EO. (h)CONTRACTOR TO BE RESPONSIBLE FCR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT.BASED ON DFF P.EA.,PRONGED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE COITTWCT6RS RESPONS@IU Y, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY F.EAIS (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGMI:ER OR ARCHITECT MOCH MLL BECOME THE ENGINEER OF RECORD(E.O,R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR TM PER PROUSE OF THE P,LM ENGMEER OF RECORD,AGIUNG AS A DELEGATES ENGINEER TD THE P.ED.ENGNEEi SHALL SUBMIT TO THUS LATTER THE SITE SPECIFIC ORWDICS FOR REVIEW. (e)CRI'M P.E.O.SHALL BEM THE DATE AND ORIGINAL SEAL NLG MATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED R. III FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' A.j/I''Yi,A 0 2015 EASTERN LAVAL SUPPLY.INC. .......... �� ASS<S�A� BERTShutTMter `P 41e .•••� Accordion hutter S stem ` 0. I 7rE CO �c. KV.MAXr , w/OR w/o KV.,�ncavyaAoE American Shutter Systems aLTGc rnaN MATY awl+GYP ME. 9 k• TILL)T TESTING & ENGINEERING COMPANY ASsociatiOLD 11- A Off.• OF r..+N.R.MCV.a,su.305.VJCT+A GV300m AGWUA 33113n, Inc.. 192 /13(15 DATE 4/13/15 Prue:(305;871-1530.Fox_(ZAS)871-1531 4268 Westroads Drive 2 4��S�c •'•SKI "�`4-.N'` <-moDW •-eoo West Polm Beach. FL 33407 3 D 1Y5NC085 'hY NAL EN AAA` WALTER A T7�Jr,PE. 4 0 G P.E. SEAII�ay'URE/DATE n°'a <f 44167 s SHEET 6 1 OF 20 -]'r-f0{i 6�OO1f ff10t'r.2' VAWE5 1.516' 1491' 6 i 417, 1 4.38•• .999• � '1 ,; 3�HY UNIVERSAL FLOATER 5 HV 9D'/180' UARTER COVERED UNDER US PATENT¢ 5458179 QUALIFIED FOR USE W/ HV BLlDE(D NV DIRECT MOUNIHV BLADE 1 HV WINDOW BLADES 6005-15 ALLOY AND TEMPER OUAUFlED FOR U(1�)F HV HV BL6 ALLOY AND fENPER 'SEE LIMITATIONS OF USE OF BLADE`�ON SHEET 19 6063-T6 ALLO ANb iENPER 6063-T6 ALLOY.AND TEMPER .'.k�..-._ .1185• 7. 2 3.556. .6 T• 670' 7.276' 1 �} 0'T2 M21920 4 7- .615' 2.092•07 i . a 4077 �HV WALK—OVER TRACK ADJ. �DeO QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK 1 ss• 6063-T6 ALLOY AND TEMPER BLADE In QUALIFIED FO�R;,USE W/IN _ BLADE 4 6063-T6 ALLOY 0 TEMPER GLADE V ONLY. i HV RAI�I,GUA$Q GO63-T6 ALLOY ANp TENPEP. FO 6063-T6 ACLOY Ano 7EMPER vARtLTi ,938• BLADE 1 1 T• 1.9,5' VA41ES 1.935• 6063-T6 ALLOY AND TEMPER - ox.t nt .003.. i .725'. 0141 A60' 67 4T�y 670 1.586'�VAIUJi ra311 HVCEW! l'y HV HEADER/SILL 61) HD C I G FADE SI67NLY, QUALIFIED FOR USE W/HV BLADE(1�ONLY u �'�� H�SEE SECTIONS 6063-T6 ALLOY AND TEUPEFr"• QUALIFIED FOR USE w/HV DUDE 14 HD WALL HEADER 8[!L SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE WJ IN 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE�i}ONLY. 6063-TG ALLOY AND TEMPER ru - COMPO2aEYir A 8 71 T2 X T t 27 r 2- '0.125" 1 2" 2' S•NAX,10.192' 0.192• _ 1 SIDE ANGLES ----- ALUMINUM ANGLES 19 � 2,5• 7'MAX.;0:,90' 0.190 �CORNER POSTS BLADE C1) BLADED) 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. �l j G063-I6 ALLOY AND TEMPER 2' 6•:MSX,j 0.139" 0.,31• 6063-T6 ALLOY AND.TEMPER FLORIDA BUI(OINs CODE(Non High Velocity Hurricane Zone O 2015 FASTW4 NETAL SUPPLY,INC. t............ .,,Q,,, ERTHA HVT6t P. ENSF �-- �������� Accordion Shutter System "Ti-111.1 I�C o -ac. Nv RADE#I w/at w/o Hv wtroDwYlanE TICCIT TESTING g ENGINEERING ODMPANY American Shutter Systemsm mmi i DATE MAW , ILL GC¢ Association, Inc. , an 11-192 tj13 15 BATE: 4113/15 •. STATE OF �a W53 KKM,se.,�<.-1r,V=IA norm+alt Ltr+ F1.a e:(305)871-1530.F,:.:(x51671-ts 1 4263 Westroads Drive z .- . sa, Wes: Palm Beach, FL 33401 s DRAW 1«t-0.0G N6 0-01667:01 i 5—U85 Slow-�'r.V• wx7m A m1R Jr.Pl- 4 P.E. Sr�1{tfCdG kORE/OATS FLORaA L c i x4167 s SHEET 6 7 6F 20 4i6bJ' 9 9' 1/�'-IOA 1/a•-79 VLT 4.578' FTAr t14glOm 9' .743' I y F` ro•1 DAM (2 i �R O NXr. Crtu[l •{ I f P59Sm PAARiD ii R73' 1 .318 e !f I . � L8RAS5 tTuc701 .Bi4SS CrtAOEF e, 4 • ( � I 1 - n IaTs(0,1104 (oce�l+E Pui� 21 HV CENTERMATE ` 4 3 k t ® HV EGRESS LOCK OUAIF1ED '�PJ`FTV'BQ�. 1 h(�A ONLY HV FLOATING CENMENIANe I QUAI.IFlW FOR USE W/HV QUALIFIED FOR SE W/ FiV 6063-T6 ALLOY AND TEMP[R ED FOR USE W/ HV BLADE 1 & 1 ONLY —'' BLADED] .®ONLY. QIADE(1 EE ONLY. 6063-T6 ALLOY AND TEMPER 6 (,`OR �ffa O AURED FOR USE W/HV BLADE T ONLY �0� 874' 60G3-T6 ALLOT AND TEMPERSCRM PIASllC HFAO 1.756' 92Y aaS, 2• NO 2.079' 1 793' p,_. $ 2560'AFTER RNEDNG 41 ca• p s.% THAI BSCREW 18/4 0-20 RIVNUT* 'F Sa6 04"ALAMU(2024-U AucY)LIFE rtmx Tic" - r L III SEW NVISQIT.PARr i CM AS IW 6iXn=BY A4DEL - '�--•{ rFONT aEYATK'N -T" - CHDW TOM".PAR Mrf.NEW JCZXY 07ASE OR COWL V " " A 4566' HV �T' LOCK HV ALTERNATNE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE i ONLY HV FEMALE "T LOCK CENTERMATE ® UALIFIED.FOR USE QUALIFIED FOR USE W Hv QUALIFIED FOR USE W/ HV BLADE TOONLY 6063-T6 ALLOY AHD TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY W/HV SLAAD£�ONLY. BLADE 1�ONLY./ 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER- 19W EMPER_1917' _ ,n 3.161U. - _-THIJUB'URN _ `` +I"y4�3p' • CYLINDER OR .214' .0G3 -.A6Y.J 4..1,0G' KEY Crum" 7 .214'- �„ .5\5' 2222- '•tri ..- c. ry 1^ nl c 0.D73'V:n. 1_125'Um � H R 0 0 }? C R 4 wm O�c a OUALIRED FOR USE W/tiV BLA11E{t}dc A QUALIFIED FOR USE W/Hv QIADE 1 ac,P�y1 HR T, ,S - I 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND ITUPER -•� I is jv Po 12'UN. 4UALI 606 FOR USE W�HV BLADE i 50fi3-T6 it/2- (WE f - (SFL / I Qo I OR KEY ''•` t15 1�..._ 1.57 4:n �'� � 1.76"Nom LOCKING ROD 1/4'0 L.373'e HD LOCK - QUALIFIED FOR USE W/HV BIADEOuta �Q° HV 1 4 4i-20 AISI 304 eY REGENT HARDWARE MORNSE LOCKS SERE5 2333 NODE DOLT LOCK ,rte 6063-16 ALLUY AND TEMPER / S. INSTALLATION WILL REQUIRE A 7/16'HOLE U FRIES S.S. THUMHSGREWS QUALIFIED FOR USE.4V/HV BLADE i{�8c D TILED AT TRACKS FOR PROF°F3{ EMBEDMENT QUALIFTEO U rr BLAUE�t QUALIRED FOR USE W/ HY 15E D FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 0 2015 CASTER+;META:SUPPLY•INC. BERTHA H VTF,1 Accordion Shutter System A S■SAKv a.ADE#1 W/OR W/O KV.WHOM 3ADE American Shutter Systems ley.84 DCSCPPT48 I Putt I WON Err: U.L TfFP+I TILUT TESTING h ENGINEERING COMPANY 268 Westlotl. Inc. OLD 11-162 :/13fl3 auc 4/I3/15 Tam$2..:U,xz 1m�>rrr.DDs,rLOrm\s1P ' •-�L ��-2 PNS,:(30*71-1530.Fm;(3os)xn1-1sa1 5268 Westrocds Drive 2- 02AWING No FFSSIONAL���\�` ­.2: —CL`gym West Polm Secch, FL 33407 3 15-085 PSL'ER A.TglR.r.P.C. rrl/IN111i114111\\\\ 4 P.E. SF�41/SIGNATURE/DATE n0�` 1 u167 8 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/a•oI HV(1-1 HV 6A ,2•--- £ Q HV BLADE 1 41 tO BLADE t P' 1 .1676, E25' HV BLADE toFAM air i "Now WADE .0625' A67S .06Y' ;mrN t_T ', .a I h BLADE'S '0 OPENN } .0625"11875' Y ® W LONG RECESSED NYLON BUSHING - ® HV SHORT RECESSED NYLON BUSHING 3 ` yy//aa—..����;I I (rip) D062 HV NYLON HAT WASHER Q OR "'z {` t at. � 4@ HV WHEEL CARRIAGE NSI 302-343 SERIES i ® 1499- 4 ; f �/n/750 si X n ,4q 0.870-x3/16-THICK NYLON WHEEL 2 7/8-UK N+'A4.'90x 0.188'9;N51 302 SERIES S.S. RIVETS 1 1375b s=4 EPARATION A6xs ►3 '03.7500, 062'0 ® HV 1 3/4-ACCORDION PIN W/ ES HEAD * EXTERIORE I 7�� o p MADE 5 3/ ._r ® LN 2 3/4'ACCORDION PIN W/J8 HEAD * -I C"C MIS UPIL .75W 41 t. 'p Q I �4 I ^ -2'/� 9FMlUw" POLYCARBONATE IMPFCT RESL5ThYT HV WINDOW i I �i6 cl�+ TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL ® ©OR(13 4 or ® n ((5E£NOTE FOR REOUIREMENTS) (DOR® I *POLYCARBONATE I1W., RFSISTANT HV W&ODAv i I [)AVER MAKROLON 3103 POLYCARBONATE 12.Un CLU V t£ RESINS, LN-STASIUZED GRADE OR SABIC Hy IN FOUfREMEMS AT EXTERIOR 13LADE KNUCKLE FORx TO WADE INNOVATIVE PLASTIC L.EXAN 103 RESIN { E TS_ I O OR I (SEE NOTE 'F- ON SHEET 19). I QA (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR ® N o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR j ® i { POLYCARBONATE SOURCES FOR 1 l0(TERIOR HV @ GLACE' jPASSEM ICAL SHUTTER BLY """vt rL. arT..x "s ; 1"cw� (2) HV PLN Q MAY BE USED IN LJEU OF®AND ONLY AT } 1111 PN®oext ca EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV lO06324 BLADE'S KNUCKLE. arae BLADE WHEN CORRESPONDING TO INSTALLATION 'Ii SHEET 7. (SEE NOTE r FOR Banc 41A ss°"'x" ~sn ami 6011 Vr' nou a/rf ( a£o1RR£uEN1s) Tads 1ia7,Gh1 1514 G/)r OnM i+% a}W P+r.L sim,ay..slTmcu,Al 11 2111 HV PIN @ OR @ W/ 1/2- O.D. I/16-THICK S.S. WASHER ET ++s1u oma +7.300 fuz c+y I=omo SHAD ®USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8j0� t1 k i ��0d CM +a n-111. 17 rr.mt HE WHEEL CARRIAGE DETAIL E�: � .sw on* ., EMBLY IAYOUT vAC rowoc A=6css o-1 I= C-1 QA= N..-. Sur [:eau AtiIY DIM IM Y M T >lfaaaloa rsTB wa mvr=a.;, MU aim P+ asw r.y M HV BLADE SOLID (A HV WINDOW BLADE DETAILS FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone �,.INNA AIA ®205 EASTERN PETAL SUPPLY,INC. BERTHA HVTM nT LNC. A.S.S,A. Accordion Shutter System L E C O tiY.BLATIE g1 Vl/DR W/o TRY.HINDON P.lAIE Amertcan Shutter Systems CAN nww,Br: UL DCLIT TESTING &ENGINEERING COMPANY Assoctotion, Inc. 1 CUD 11-192 4/13115 WE., 4/13/15 a; ATE op c sus Nn.um. 5 sI 15 is F.a (MS)U Hasa sslc rmrn:i3os)Bn-T 30.Fw:ims�71-'0'0'01 4268 VJestroads Drive z DRAWING No a-mal•taecwwlum Wes! P01m Beach, FL 33407 s s ,VqL Ell G` � wi,® twt'x.PE, t 15-085 P.E. 67-Al0iACRE/DATE Y°a°A t"0 44167 a SH 4 OF 20 E4D .@-@ *NOTESN HV LOCKS AND CENTERMA= 0 1.M MgMt tilXi iL ONE W LOCK(J)or SPAN 0 St1ALL BE USED AT 1/2 OF SHUTI£R SPAN FOR ANY SPAN OR ll*ELEIATION�.{t�N LOCK or 82UA BE USED AS AN INSIDE OR SPANS UOUt9DE LOCK,ATTACp TO ios.AND FOH13 To OtS,�41'ANY OR CIDm""TES W/(2)) 1��4'V-20 x 1/2'LONG FIAT HEAD S.S RIS.LOCATION OF LOCI{SYTLL DE AS INDICATED ON OaOa 1YPN:N..SHUTTER LIEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURRY PURPOSES,UP TO IM 11V >� LOCKS¢f, aR DE USED AS AN INSIDE OR OUTSIDE LICK.CONNWMN OF LOGES TO C£MEIM O OR rS2 SHALL DE AS INDICATED ON NOTE(1)ABOVE T LOOAYlON OF LOCKS SkIA L BE AS INO:OATED ON TYPICAL SHUTTER ELEVATION. V s. 7"IF . t2_U Zy(�2yyI4 HY LflCK51:LOCKING%S AR£HOT R£CUIREO AT ttURRtCANE P05T74N.eUT NAY j611 L <" USFD IF DESIRED TO ENHANCE SHLRTER PERF C&LOCKING RODS Q�02 AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). t o1r 1Iv LOCK ® BE Nsm AT CORNER CE7T£RIA4TES FOR ANY SPAN ANU WSTAUATIONS MAT t3.E1ATWN.t1V LACK nr -.W-DE USED AS AN OUTSIDE OR INSIDE LACK. ATTACHED TO CORNER CERrEAMATE w/(2) 1/4 0-2D x 1/2'LONG FIAT HEAD S.S.WS.TWD LACKING RODS pyo 7� AT TOP&RO OM SN41 BE USED.LOCATION OF LOCI SHAU BE AS AIDIC+TED ON TYPWAL SHUTTER EIEYATION. $! KWMU SHUTTER SPAN SHAD.DE DETERMINED AS PER SCHEDULES%MM ON SHEET 12. o -It I { 5�s3 k S S.!F TOM / 1E7a ( 3�3 OYE A19ERNATE Mf lOpt MAY BE IN UEU OF tN LOCK ar f0R NS(SPAN a; jY^y a noNs AT ANY"'LEVAITON.ALIERNA'rE LOfIC" MAY 8£USED AS(SI 'NS1�OR OliF57BE LOCK.0.TT/Vx1MENr w OF 1/4'6-20x3/4'S.S.THUMBSCREW TO 0 OR CSlNSFtANTES SfiA21.BE tt�w/1/4-0-".3/4!ALUM. RA'NUT AS SHOWN ON SECTION WE SHEET a. ONPLOCK S1WL BE USED AT 1/2:Of SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHURER SPAK 0 B„ IH,."rAI}A ONE HV LOCK+ a or SW14 BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAR OR 12'A90VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP } 1 TO 9V.AND FOR iNSMUATKItS AT ANY ELEVATION.FN LOCK 6 of 1'*a 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To 0-0 smu£TmcALL caur-ATFS W/(2)1/a•-2a x 1/r LANG nAT Hae ss g�EIM.... M.S.LOCATION OF LACK SHAD.BE AS INDICATED ON TYPICAL SHUTTER EEYATiON.USE OF LOCKING RODS 0 W/ iXTtUtECT10N ( OR 1O TOP AND BOTTOM IS COMPLETELY MANDATORY. DETHIS aN x Y M x S'S Typ F L M.FULL n '*NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 .SECOND ALTERNME TO VALID OMY FOR W, CENTERtJAT£ 9�;ONE ALTER ATE HV'T"COCK(fi5 t1AY B£IN 1,11F0 IN LIEU OF My LOCKS OR{1.P�FOR ANY SPAN AND f.n��, yi 4'_'/•�w� 1O, oe ! S Af.lATIO AT ANT'EIEVAIII%N.ALt£fUNATE LAK CSa MAY BE USED AS AN INSIDE OR CUTwiDE LOCK ATTAC}iNe?IT' Vim' v v OF LOCK INCLUQES USING REINFORCING LOCKEii�9,AS SHOWN ON SECDON HVO.SHEET 9,WHICH MUST Be .p t fit , „ .—...•-.-. coiulEcTED To o am w m @ ATN<s @ w/ 1/4*0-201 1/2•LOW.&S.THIMAO£D BOLT w/7/8'0 x 3/32• •�` *MNLIT OR W/1/4 O-2Ox1'Ss.M.S.INTO A 1/4'ex sja PYNvr.LacK UAY BE INSTALLED AT MOSPAN OR 12' 6 7 s MkXMM ASO v�AND BELarr MT A usE TWo LaeaNc Raps W TOP AND emu Is LIANDATORY: • 9•�a t('J4•Q�s a(T *,NQ E5 Q HD LACKS & CENTERMAITES: 1 WI NO CERI MA= teaW WZ :ONE ALTERNKTE HO LOGIC® MAYBE USED IN UEU OF PICAL n letgr HV BLADE SHUTTER ELEVATION w 1Aacs �q4 rOR ANY SPAN AND 0MALLA110N5 AT ANT'a"ATON..V.TERNATE NO LOCK 0 MAY BE USED N.,T.$, AS AN OLSlp€OR QUI LOCK.ATTACHMENT OF HO LOCK to TO @ IS W/3 to x 3/8'F.H.SS.IA.S.AND INCLUDES DSS iHSERT AS SHOWN ON S;CRONS HOB-iW HAD I-W—HvC,SIM 14 LOCK M0.Y BE INSTALLED AT 1DDSPAN OR 12UWMUM BELOW OR ASOVE UMSPAN. USE OF LOCKING RODS @ IS O MPLITaY OPITONAI_ RUN BUIDING CODE (Mon High Weiocity HurriCOne ne 2015 EASSM4 METAL SUPPLY.INC. 4 r BERTHA—WV. /7iLFEC0,m.,\ s ACE#1 W/CR Shutter System FLv�SIT w/CR w/o tLv wTwav RAM TTLLti TESTING ENGINEERING.cOUPANY American Shutter Systems IK3Cmaf DhTC DIWYI w YL .�^ SiATB OF Association, Inc. 1 OED 1 t-i92 4/13/,s[MTC x/13/15 r s x v wax >. x w4 cszpAs rLlaalx?1I - � :{jos)eT1-1530.rffx:{sas)si1-1ss1 4268 Westioads Drive 2 DRAWING Tlo Ca,`` .m:n M-0.a West Poim Secch• FL 3340'1 $ 15-085 LNGNO yhssrQNAI.��i��\ Suit a UMUTJ:Pj- P.E. SEAr��1AMi,t MR"E/DATE I'c "IK g,.1cY SHEET OF 20 $EE END WALL LS ON SHEETS10 8 SEE NOTES ON WCKMa MOSS.w to=(2)a® OUT gr IN r EMST,NGGess INSTALLATIONS W1 1 HV **h!DALTUMTr1NL=Dan 5. MADE SLACK GUAM R AM BLADE W CE}1It7iWHV CENTERMATES U "�V H M r 1E5 APrucA oaN sas, OR S_EE EjaD WAi��ONNECRON 10•Qd©+�©'�°" OUSnNG GLASS DETAILS ON SHEE 10 1 212-Mt/E-aO'-2' i ®`���'�W�•� 3 1/4• 7- G 1/2• 7• v �w/(2)1{w41. 1/2- -6.0 OPPOSING o�+ � I CENTERMATES GEN ERRATES_ (Tom :roa) /texal4•s.us.0 12- EtiN.SEi aPhT ON W110.1/2-sus.1a Tum o.G T1n1. W/ HV LOCK o o—_r V LO K r TD CLASS AT ULTJ A MMr(rTr') I * (SEE SCHEDULE 5 * 5* I N 3 oN s+Et,,TI X1,1 '' ,lz \IC5 r— Ln 1 ,. ©�®�r�.�a®alo•�« Q aOUT a to-�°"©•��•�°` HVA HVB a,�� s ear toE3asnN HYOASS -Pn�mrxHEO Co aErE ox ® O`O O O O �Tt maax wau _ ra_ _Q• 'tf -- SYMMETRICAL IN A•7`�°"�6 07 '�" Nu,.�SEPatun�+ `'cuss j� CENTERMATES Q.t�Brn t®•®«�8 •®0� Ta sass 5 Wl HV LOCK Q ePnONAJ (a SNEa SCHED111) N1N.srGLASS r�rAncN (SEELE sit°EU 11 IN > - ----- --- __—_�_� _.--------- (/ UM SLACK 3 _ _ _ OUT - "-GGNCRETe � �� ANc11�s a O a1 * VARIES a� OUT _ Glle HVE HVF** HVD FLORil}A BUILDING CODE(Non High Velocity Hurricane Zane ,EtEEt,1UN111UryNf ®2015 Flu1'ERN 1aETAL SIPPLY,L-M. ```�,P���g A ' HEi�Tlfi1A HVTM , CENA A Accordion Shutter System 77LE . ■ ■ • ■ KV IMAM#1 W/OR W/O H.V.WNXNd RAM •* '� !•T"%'*= TILUT TESTING& ENGINEERING COMPANY American Shutter SystGm3 -cS'• STATE�F 'C� Dass 1crT.3641.s•�as xc;tteracn,cA�71s•r-.acu+a: Association. Inc. , C"a.E 11-192 +i31i5 funs• $1131f5 .f1., '"ZC1 13mnc-(3cs}e71-,s*_o.r:(3os7a7t-,531 4268 Westroods-Drive 2 1ORAYlING No O ALORIOP ' °-1 ateeaaaatmm gest Palm Beach, FL 33407 3 `.'ccE'''• •''tiG�� � m-oaa57,9 . I 15-085 ��••••��'���\� FLDRIM Lee.(44167E 5 I SHI„'ET P.E. �Ypl, �{1il'U?E/RA.TE 6 a OF 20 POURED CONCRETE OR A POURED CONCRETE POURED CONCRETE CONCRETE OR CONCRETE CONCRETE OR CDNCfWE CONCRETE BLOCK WALL OR WALL REQUE RE.D BLOCK WALLREOUM _..- BLOCK WALL RECUM _ /--Ex15TLNC CLASS r-EXISTING GLASS CONCRETE AFCIWN -/—— RG GLASS / LLlL SF F% J S --/—— — 1 Z•u9, TItY.:GLASS 2•'.,w. r—j TO GLASS(SEE A!L SDYFATKH SCHERAe ON%R • �„ ' ;; Lot sE4malO, Eo EQ TO CLASS(SM II FOR RAX QNa Ts to LASS OEE i ro arm(5ff wFnua ON s tEr 1/16".3"LLAX. ON s�19 FOR n FOR N OAAD 9]FDUE ON sEET 11 MR SLAM DA•o (6083-T6)CDM. aADfSm&� -NM Sik1:T m FTA 1/z' i1M y�MADC FOR ON sEr 10 EOR uuM.LzosER ( 1 aw ,& PLATE(LOCATE +/2 awlsO�Q3) aA=(D QA O) AT E1R,ER SDE1 ,/2 IDN. DRO) I 14-USE 1'OR 2'MAK. ow�1Ta1/z'sus.•• < -- 010.1/2•SAS, I ( _-- (u APPLI I.2•.1/6'.o'-2' I ----- o,s•B.C. ---- _---- (6o 3-T6 ALLOYNUM CUP)AT�MmNEKa,r W4 �� (i)I�40x1inPcousaTOO NCNIAT o Aj SEE DE c L x EOT3J WNL At 1.O.C.(LOCATESIDE CONNECTION OR gMHER SIDE OF 0) 1 OR OR Ql�y' stz DErAa x roR 1 OR �' TO TRACKSSIDE C010MCDON ®.©0^® •®- SEE DETn2 x4 s• s to. .6. .s , ro tRAOIa „6.T-8 1 SDE CONN (9) C) d�- d�« o�®«® ®^©�- To TRACKS ® ®Q�-©©« ®•�-©•moo•®« ®•®«©•®^®•o^ o-®-®•®^®•®«�•® END CONNECTION DETAIL 10 END CONNECTION DETAIL 0 END OI 3 END CONNECTION DETAIL A REUNRED DNLY FOR SPARS GREATER THM 72•-0• POURED CONCRETE OR —————�EX:SPJlG GLASS EROUG R`TE ED eteac WALL SS } 4 7zll' IM SMQ=ON TO QhSS(� 6' C. Mal.LtT`PF•AnONDI ,b------ HEDLU CH SIM TO WRA7E0 „2 IDN. TD CLASS -------- ON 4Ef7 79 E1Ft ANCHOR O I1FOR HA'1E®ALU l•�.(� �ORLOR� CONCRETE aAiFS Ok Q� 12"O.C. ._ _ .- ON 98fT Is FOR >�'J ______ __ 1 ._ .... .-5- IiwfT m8 Q� ... ANCHOR 0 OR@ EO $ OR�OR 2•aIN. 2•tAN. ♦SEE UMTATWHs CE USE FOR � 5 / B tDE�i DN SHEET 19 @oR@OR(qOR(@ORQ V Ew // 1 OR �' PLAN �OR �.O-O O O^®®a ^O-C?U^©-O ®� DETAIL X ION L POUItiD CONCRETE OR 6•7 1 ®«p EN ©®- REQUIRED & 6LOCK WALL HV BLADE OR 0A HV WINDOW BLADE INTO ®- �.®.p.®�p.®® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ®�^�®� ^fig®END CONNECTION DETAIL© O�Q�. FLORDA BUILDING CEDE Non High Velocity Hurricane .Zone' ®2015 EASTERN METAL sUPPLY,LNG. ` Erus '� ,,. A BERTHA ter S Accordion Shutter System TEN C O �.�. . . KV >�E#1 Wi Ce W/o kV.WN70M aAX ¢ FFA lI Ir= American Shutter Systerns Dua Paan PAU DRNR,B1 IDL TILLIT TESTING k ENGINEERING- COMPANY STATE OF en R.M.]B t>,.,s. va nnm.�, Association, Inc. 1 OLD 11-192 4/13/15 [uz• 4/,3/15 p Prat:(305)87,-7530.Po.:(w5)s7f-7531 4268 Wes roads Drive 2 e-.,IDL:ET:a-o0excm. West Palm Beach, FL 33407 3 ORhN1NG No /ONAI ENG+a�` wuTERM-18719IT PF 4 I rJ-0$J P.E.�AS'K3Lt')kiVATTURE/DATE fla4 J L tµ167 s SH of of 20 SCHEDULE F1 SCHEDULE k2 SCHEDULE A3 MAXIMUM SHUTTER SPAN 'L+'OR 'L- MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+" "-^••TALLA-' (ft). FOR INSTALLATIONS W/ __.. OR -L (ft.)FOR R -L-- (ft) INSTALLATIONS I25f I Aaf TmN LEGEND '��93ESL g INSTALIATIONS W/ NG. - CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN & or or W1 ONE H.V.LOCK ®or®or�or & y!/ONE HV LOCKS MNSORY POSTTh£A.S.D.CESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE tN LOCK or or OR W/NO LOCKING MAL. A, B. C.D.E. M, H.O, P. D, A.S.D. ESIGN�PRESSURE R171NGABLE SPIN FOR A GIVEN NEai7IVE CENTF.RMATES @&@ W/ONE HV'r' W/NO LOCKING RODS® ODS MOUNTING F, K&L R. S.&V. LOCK®W/RYO LOCKING RODS(D TOP & (SEE NOTES t,ft) VALID FOR MOUNIWG�+ BOTTOM SEE NOTES rt SNFkT 7) FLOOR/CEILING (2)PROCEDURE T( DETERMINE NOR FLO FLOOR/CEILING:FOR CONCRETE&WOOD CRETE MOUNTING C.H. I. 11,J T, L. W& X WALL MOUNTINLS(TOP/BORdN)OR FLOOR/COU!N^v: A5.0. CXX'eCRE1E&WOOD kNSViIATIG4 V As0.oe5eC+e n A3A" 0 CCC/N1AIKk.S &M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. WNL MOUMONG I /COLMC 11959M WALL N� �V DETERMINE MAXIMUM SPAN 'i.+•FROM SCHEDULE. LOOR Y044COL !A & Rxw FLOORICOLOW u�OM24 GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RAJINC, C`ow_) C.a-) nOOR/cf>fa.NaRm1+0. T.,oa-) FLAlL WWI= DETERMINE MAXIMUM 57'0.4 'L-•FROM SCif--BALITE. L4 I7) I I-N It, (0 L-W L 4 {At t-(R1 t 4 (:W I L-(gyp 0 MO MUM SIWIER SPAN'I+'OR'L-'FOR 30 OR 16'-0• 1 16•-0' 16'-0' 16'-0- 30 _ 16"-0' 16,-0' 30 16'-O' 76'-0- INSTALLATIONS IMO WDOO SHAII BE LIMBW-MUM To FINAL MAXIMUM ALLOWABLE SPAN 15 EOUAL TO THE 35 74'-10' 14'-10' 15'-2' 16'-0• 35 )4'-10' 14'-7O• 35 15-Z' 16'-t0' 105 Pef.AS.D,OEStGH PRESSURE RATING. M DETERMINED SPAN BE7W'EEN-L+•AM-I--. 40 13=10' 13'-10' 14'-2• 15'-2" 40 13'-10• IS-10• 40 14*-2' 15'-2' (3)PROCEDURE TO WTD-MINE.WXIMUM SPAN FOR 45 13'-1- 13'-1' 13'-4' 14'-3' 45 13'-1' 13'-I' 45 13'-4' 74'-3' t kN CORNER CENTTRMAIE/3 MAY Or,USED AT ALL COMBINATIONS IN BETWEEN WALL.MOUNTINGS 50 12'-5' 12'-5' 12'-5' 13'-7" 50 12'-5' 12•-5•— 50_ I2'-3' 13'-1' MOUNTING INSTAUATIONS.LOCKING SI ECIFICATION5 W/FLOOR/CEIUI4C MOUNTINGS: 55 11'-10' 11'-10• 12•-F" 12•-11• 55 11'-10' il'-70' 55 - 11'-1•� 7f'-1f' SHALL BE AS INDICATED ON MANDATOR'CONDITION J2 FOR A G79 N POSITIVE AS.D.DESIGN.PRESSURE -460 11'-4' 11'-4' 6o 10'-2' IO'-tl' NOTE)5,SWEET 5. RATING,: 65 10'-10' t0'-70' 65 9'-S' 70'-1' Ll+.DETELW. 70 10'-e- 10'-6' 1G'-9• 1T'-5' 70 /0•--6' 10'-6' 70 8'-9' 9-d Lt+K UU.SPAN FOR HAAT.MOUNTING INSTALLATIONS. _ L7+�14Ax.SPAN FOR Fl60P�/COLING MOUNTING 75 TO'-I' fa'-I' 10'-4' 11'-i' 75 10'-1' 10'-I• 75 - d'-9" ttEMEPT THAT WXMJM SHMER SPAN 1+'OR INSTALLATIONS. 80 9'-10' 9'-1o' 10'-0' i0'-S• 80 9'-7o• 9'-10• 'L-'AND MAXMW AS I MNG PRESSURE RATING FCA2 FOR A GYM NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-W 9'-6' SF-9. io-55' 85 W-6• 9'-8' ISIAL1ATICYS"a CCRE-M OR CONCRETE BLOCK RATING: 50 9'-3• 9'-3' 9'-5• l0'-t' 90 9'-3- 9'-3S*VN1 BE USQIFD AS FOU.0 hlk - DETERUINE: 0'-0' B'-9' 9'-2' 9'-10' 95 9'-0' d'-0• 1-CONNEC71ONS TO KEYSTONE MOUNTING Lt--MAS.SPAN FOR WALL MOUNTING INSTALIAT70.4S. 95 95 8'-4' W-4' 9'-0• 9•-G 700 8'-9• B'-4' UWTTED TO •+•84,-72 p.s.f.AND 8'-0'SPAN. SEE L2--MMA. SPAN FOR FIDORICOLING MOUNTING _ _ MOUNTING 0 ON SHEET 7, INSTALLATIONS. 105 e'-T T-71' S-9' 9'-4• 105 e'-T�-- Tit' 110 7'-r B'-7' 9'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 B'-r r-3 -F4 B•-I- 115 S'-2' -7-3- SEPARATION TO GLASS SCHEDULE UUMUM BETWEEN Ze+•.'L24:'Ll-•AND s= 120 _ 6'-0' 8-I1' 0-2- 8•-9• 120 d'-o' 6'-11' 125 r-10' 6'-8• D'-9' 8'-5' 125 7'-.10' 6'-8' AL W TO SPANANCHA D NEGW-EDULE A.S.D.ITHFINN. 1.VJ(IlAUM ALLOWNitE SPAN AND NEGATIVE ASDESIGN 130 7'-87 6•-5" 7'-10' 8:-1• 130 r-B' 6'^`' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MLVMUM ANCHOR 135 T-7' _6--2- 7'-9•_.._7'-9'- 135 r-r 6'-z• SEPARATION --140 7'-5'- 5'-17� 7-7' 7-6' 140 71-3_ 5'-II' ASTM E-' 996 145 7•-3• 5'-9- T-5• 7'-3' 145 �7'-3• S'-9' TO GLASS 15o 7 2- 6'-7- 7'-4'- 7•-0' 150 7'-2' 5'-7' 155 7'-0' 1 S'-5' 7'-2• 6•-9' 155 r-D• 6,-5' 1 THRU 3 1" 160 6'-ii' 5'-2' 7'-T W-7' 160 6'-11' 165 V-70• 5'-1' 7'-0' 6'-4' 165 V-10' 5'-1' 170 6'-9' 4'-11- 6•-11' 6'-2' 170 6._9 175 6'-7' 4'-9' 6'-S• 6'-0' 775 6--7- 1 BO '-7-165 6'-6' 4-8' 6'-8" 5'-70• 180 6'-0' 4'-6' H V BLADE 105 6'-5• 4'--5' 6'-7" 5'-6' 185_ _6'-5" 4'-6' 1906'-4' 4'-5' 6•-5' 5'-6• 190 .._._...-.._,....__..-...___ 195 6'-3' 4'-3- 6'-51 5'-5' 195 6'-3' 2W G'-2• 4'-2' 6'-4' 5'-3' 200 W-2• 4'-2' 5'-1' - 20.5 6'-1FLORIDA BUILD NO CORE(lion Nigh Velocity Hurricane Zone m 2015 EASTERN SAL SUPPLY.INC. ,A1,INNHNq'f BERTHA HV TM A S I A y P,- Accordion Shutter System --.—;-= �LTE C® �■�. ■ ■ ■ ■ RV.MADE�t w/OR w/o N,v v�rm,�aacE American Shutter SystemspLS4R9lOK LATE DR r R,;TNM y. G. .*� TIWT TESNNG & ENGINEERING COMPANY Association, Inc. I OLD 11-192 < Is/1s OAT& 4/13/156M • _ - x.W.3w,,n.S,:Jc,now rJR:F1a,nOMA 331 / - (.865)871-1530.Fa :(330)971-1531 4268 Westroods Drive 2 DRAWING No •': West Palm Beach, FL 33407 3 ,� -085 td 4' FH-OM719 4 O� RDA P ��,��� m7m A.TILLff Y.P.0 Q' s jU Ej DATE n RaA U.9x+1676 SH111 OF 20 MAMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AC,D, DESIf21 NCCJTNE PRES9M RU AND A M G UOLT!(M TYPE RIR CM MM OR CDNCti£(E DLnL?T fSrALIA176#S -- (SEE NOUNT67„-5 r.0.a N ON 9,01M a R 7) 1.AI'MORS 70 SUBSTRATE SHALL RE AS FDt1ANS: Vwn 0oNCM3VOMQ=9OCIT FOUaD QOICME (A) TO DINING POURED CONQtEtE:(Min.Cc-S km7 VAXWUkI QE WALL STLL MOUNTING ©CFJUNG MOUNTING HO FLOOR MOUNTING - 1/4'6 TAPCON OR TAPCDN WITH ADVANCED THREADF'ORII TECHNVJ Y ANCHORS,AS HWUFACIURM BY LT.W.BUZOF3S. SpAIE -11/4'6.3/4'ALL.Pa:H(5 SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCtEYN.EOT&SPECNL3Y COITPAN'T. (t1) Pupw XX I3T FHfSAP.E R4'80 FREMIM Rut4v Asx 111wK H`.RAt2 Va G -7/4.6 BLUE TAP CONCRETE ANCHORS W/CAP AS LU NUMIURED BY FIM11A FASF.4ERS CRECT,MC.Chin fc n 2 kai) 30 40 60175190 120 160 203 JO so 75 60 12D 160 205 30 40 BD T5 90 120 160 205 TAPCON 6R -7/4.6 TAPPER+ANCHORS AS YANUFACNFM BY POWERS rASTLNERS.M.AND DISTRIBUTED BIT ALL POINTS SCREW,EOLT&SPECALTY 14 12 l0 9 a a 0 14 12 la 9 a e 14 1 10 0 8 8 6 c TAPCON RMVATADVANCED COkPANT OR ANT OTHER APPROVED LNXI4SED OR AJTHOFUM VENDOR REDIETERED WITH THE AMERICAN SI:UrIFER SISTERS ASSOCIATION,INC X-O' 74 12 t0 0 a E 6 6 14 12 f0 9 8 6 a a 14 12 10 9 8 tl 6 8 TIREA'DFOR71 TcCH'IaOGY (71',0,rc-3 k.1 OR UM 14 12 10 H a 8 a 6 11 12 10 9 8 0 6 0 14 12 TO 9 a 0 6 5 ALL POINTS SOS-� t4 12 10 9 6 6 6 7 14 12 10 9 8 0 6 0 14 12 10 9 B 8 6 6 B`UC TAP W/CP NOTES 14 iz 10 9 a 7 6.6 3s 14 12 10 9 6 9 6 6 14 12 10 9 6 8 5 5 HAPPIER+ Af)SONIWN FIS 1 3/HT MID POURED CONCRETE W/ OF TAPCON HO afl TAI'CON KTTH AOVANGED ROHDLDF7AT8 TECKNO_OGY ANCHORS AND 7A7ER+ 4•-0' 1{ 12 10 9 a 8 8 0 t4 72 10 9 B p G 0 1{ 12 10 8 0 a a 35 ANCHORS S 1 3/1',AND FOR BLUE LAP W/CAP ANCHORS 6 7 1/Y. 14 12 10 0 8 8 0 4 14 12 10 9 a 8 6 4s 14 12 10 9 B 0 { 35 A2)LFMVUU EIIBEDYENT OF 1/4'0 0 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/e'INTO THE POURED CONOUEm NO Oi.�D71ENT 14 12 10 9 a a 6 4s 14 12 10 0 a 'a 6 6s 14 t2 10 0 a e a t3 INTO$7{0.'X:0 SHAT PE7ThtnEU.1/4 4-20 S.S.V.1C71''ME SCREW USED SULK.BE 1 1/2'I.CN0 WN IV SHOULD 5TUCC0 DOST,AND 11 12 10 0 73 S5 JS - L4 12 10 9 5 D 6 5 14 12 10 9 0 7 33 4 •56 uw OF Uff fUi IN OLi,'miL1Y FOR WALLS YTTH NO SRICCD. ]144 12 10 9 a E a' IF a t2 70 9 0 8 6 33 14 12 10 9 6 8 6 4S t5w7c oN sazl 10 12 10 9 a 7 1 - 17'f2 t0 9 0 ss 5 >s a 12 70 6 OL5 5 Js 3 A.3)IN CASE TH47 PRECAST STORE•PRECAU CONCRETE PANELS,PAVERS OR ANY VEITFA BE FOW40 ON.E E705HNG WALL OR FLOOR. 12 10 9 5 73 4.5 - 14 72 t0 9 b a IT 4s 14 12 10 9 a 1 6 43 75 ANCHORS SCOL BE LONG ENOUGH TO REACH THE BART STRUCTURE BEHIND SSD WALL nF1'iwrm ANCHDRAGE SKILL BE AS INDICATED ON 12 93 73 65 43 - - 14 12 10 0 6 7.5 a3 4 14 12 IO 9 a' a 43 J3 NOTES At)&A2)ADVE.FOR INSTALLATIONS Ott VINTL SIDING OR DFS WITH GR WITNIOUf METAL STUDS CONSULT THS ENGINEER.FOR 12 f0 9 a p B - L4 12 10 9 a a 6 S 14 f2 f0 90 63'S 33 IFSTAl1Al10M]HHD Drs YYHM H7E7AL SNOS SEE SFIELT 20. 12"10 9 7.5 a.5 3 = t1 II f0 ILS T 63 4 3 1+12 8 a3 SS 4 3 12 10 0 6 6 - - 14fo9 a fl3 s 75 14 12 10 ITS a 6 4 - (0) TO DSTING CONCRETE BROOK:(OSHA 0-00) 12 8 &S SS J - - /4 12 10 0 0 OS4s JS141216 a 7 5 3.5 3 - 1/4'0 TAPCOH OR TAPCON WITH AMIANCED THRFADfDRN TECHNOLOGY ANCHORS.AS WNUFACNRED BY LTX BADEI.i2 10 9 a p - - f4 12 f0 9 6 7 5 4 14 12 IO 0 7s 53 4 3 -1/4.6 z.3/4'ALL POINTS SOUP-SEr ANCHORS,As C57RO AM BY ALL POINTS SCREN•BOLT&`.FECVL-TY COMPANY• 7-O 12 10 a 03 4 - - 14 12 9 73 6 43 3s - 14 OS 7 35 /3 33 - _ -1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS LL4NUFAICTURED 8Y FLORIDA FASTDOM DIRECT,M. 11 12 10 63 7 4 - - 14 12 110 9 73 53 4' - 14 12 9 7 73 43 - -If/'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASOTERS,INC•AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.TY 11 71 7 SS 43 - - 14 f2 9 73 35 4 - 14 12 9 7 8 43 J _ CDI0IANY OR AW OTHER APPROVED IDCINSED OR AUTHORIZED VEA30R AEr,STERED WITH THE AUEW4A N SHUTTER STENS ASSOCIATION,ENO. B.-0. i4 T2 f0 9 8 45 1{ 12 9 0 8 4 - I4 12 f0 E 63 6 SS - E10T6. 14 12 a3 7 ss 3 - - i4 t2 a &6 SS 4 3 - 73 83 6 S 4 3 - - 8.0 MM6IUM Euemwafr INNO CONCRETE BLOCS OF TA?CON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TA'CON 1a 12 9'9 73 9 - - - 14 12 03 a ; 3 - - 14 12 8 6 6.5 4 - WITH AOVANL3D 71NFADFDRM TECLNOt.DGY ANCHORS S 1. iJ 93 65 5 35 - - 14 12 10 6 83 6 - N 12 a 117 5 4 D'-0' 14 12 10 9 D - - - I4 12 10 0 14 11 a7 T 63 / - 82)YM3ALR1 FABEDMEHT OF 1/4'f Y 3/4'ALL POINTS AUD-SET ANCHORS SKULL BE ENIIRf1Y EN�DDED INFO THE CON7NE7E BLOUL NJ 14 13 7-5 0 1 - - - TI 11 7 a3 S 35 - - 1t 8 33 43 3.3 - - - EM6L]IU.ENT INTO STUCCO SHUT BE PEI6RTTD,1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG UIUUUU SHOULD StUact ._._.._.....___._ ___._..,. _,... _ _... MOST.AND t'UINNYUM FOR WALLS 1rtrM NO STUCCO. 14 12 B BS u - - 14 12�85 7 55 4 - 14 03 7 SS 6 4s 13 a5 93 / - 14 12 0 T 6 4.5 - - 14 11 - 10'-0' 1+ 12 10 9 73 - - 14 12 170 e'63 3 - - 14 12 6 5 5 4 - - BS)M CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,FAVEPS OR ANY VENEER BE FOUND ON THE DITSTING WALL OR FLOOR• F4 t 7 S 33 - - -13 93 6,5 5 4 3 - - f0 7s 5 4 3 - - - ANCHORS SHALL BE LOW ENOUGH 70 REACH THE MAIN STRUCTURE DDNMD SAD COAL FIN:SHM ANCHDRAGE SKILL BE AS INOY%.TED ON 11 73 65 - - 14 113 0 4 3 4 12.5 93 6 5 4 - - NOTES&t)&8.2)AQYE.FOR INSTXIA71ONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CC SLAT THIS ENCIUMI, os e S _7 14 12 8 BS SZI 4 - U 10 6.5 5 4 S - FOR INSV:LtT1ON INTO EIFS WRIT 11ETAL STUDS SEE SHET 20. 71'-0' ti 12 14 12 9 7 6 4s - - 14 10.3 - 2s 12 9 e 13 4 7 - - 9 7 43 33 3 - (C) MOTORS SHALT.BE INSTALLED FOLLOWING ALL OF THE RECODUEND4TNC. ANO SAECIFICADON$OF TIE ANCHOR'S MANU ACTUIN 14 10 7 - - - - 14 10.517 33 43 - - - 14 P3 55 4s 75 - - - OS 7 4.5 - - 14 13 73 6 S - - 12 9 a 45 1 _ - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-D.)YS75LI5 SPACING RFIAITON579P FOR ANCHORS. 14 12 10 - - - - - ti 12 6 tl3 SS - - - 13 10 655 4 -- - EDGE OK'CANCF VERa1c ePAGIH3 V'HEDUL F7DR ANCHORS• IS 63 a5 _ _ _ _ _ 11 6 3.5 4 1 - - 8 6 4 3 - - - YA%lY47r ANCHOR$WaNCS ARE YA11D Fpl FOR£USTANCfS It10KA7ED BELOW.FUR E 9.TES TW+1)C NDI;ATED.REDUCE ANQIM SPACNO 35 93 5 - 13 ITS 6S 5 4 - - OS 8 5 4 - - Err MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE F'OUfJWNC FACTORS. 0 63 - - - - - - t4 in3 7 33 43 - - 11 ILS u 43 73 - REDUCED S ACT:GUMMED USING FA--TOR SKILL NOT BE LESS THAN!UNWN S AMNS INDICATED FOR EACH ANCHOR TYPE. 14 i2 _ _ - _ 1+ 113 73 a S _ _ _ 22 9 0 43 4 _ _ _ FACTOR F---a - --- T3 5. 4 3 - - - 7.5 33 4 3 - - - - AaVUAL 25 a3 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON Al POINT SOLD SET BLUE TAP W/CAP PR, N;3 5 - - - - 05 73 S 4 _ _ _ _ rAN� HUH.SPACING-3' It11 SPACNG-Y WM.SPACMO-S f_ ICE$PAOUf v 3' 3 J 4 4• 14'-0' 1a 12 - - - - - i1 10.5 J 3s - - - - 11 as 5b 43_ - - ED. r' f0 J3 - - - - - - 9 7 43 u - - - - 7 5 J.5 3 - - - - HV EILAD W CONaimw& Pam anTcr corC�R EL= POURED CONCRETE a I+pU/✓ID CONCRETE:t EOIF6D EAA7iDE mNrrmT E2N( iS 0 - - - - - - 11 a 53 45 - - - - 9 W CONW�,s� Aft Fn.s I/Y'UK En•z 1/Y =C�3H'� CO V I@I M 1 3 7/Y 'L TILL.2 1/7- - /Y 73 - - - - -I- - 12 9 6 - - - - - 95 7 44 - - - - - f4 - - - - - - - 3.5 10 63 - - - - - OS 6 - - - - - BLADE WORKING s' 1.0 am SA ol78 1.0 0.64 1.0 75-0• 9 _ _ _ _ _ -' _ S3 4 _ - _ _ - r,3 6 3 _ _ _ _ _ 2 1/2' - 0.81 lA �.� _-...._.. - 0.67 1.0 0 - - 05 a s - - as a 4 - _ _ _ _ IN UNISON♦ 2• 0,71 OSI SS - - 1 3/4' - -_...- 091 - - _ 0.43 6 - - - - - 10 73 5 6 4 - 93 -1- - - - - - 9s 7 s - - - - - 9 a 4 - - - - - FLORIDA IAIILDIN CODE(Non High Velocity Hurricane Zone p,_TI((/TAA.,, G 2015 EASMM META.SUPPLY,INC. ''�ENs _ BERTHA HV77A F Accordion Shutter System He _ ME CO N c. ® ■ ■ ■ KV BLADE#1 w/OR W/O KV.VANDW CLAM American Shutter Systems n. 1N5CNJR09 a>t i DRA N 3Y: NL TILLIT TESTIKG &ENGINEERING COLIPANY STATE DF �` fiLS6 x,e.SON.5-Sk.305.NR-'RIA G0.N006,riarA 331 Associatlon, Ina 1 OLD 11-102 4/i3/SS 6A2 4/1aJts Pnam:(30s)en_1sw,faT;(37s)sTT_1m1 4268 WeAroads Drive : D `_`" o--:t ta.-Eta- + ORAYAt4G No e� �CO`� ED_1K 06719 Wes, Palm Beach, FL 33407 3 .......... flN A�.�VVVVV WUF1R A TAUT.a P,E. 1- 15-085 P.E.rr9F!AL'f5}L'!NATURE/DATE FLDRrA u`"/0157 a SHEET 6 13 OF 20 C O � 20 U. cee .QQ�oaY =c3 s FS y//�.�� §Cpl C N m Cc Ifl 77 i O c� - Fg3 0 c �Z d 0z:2 �u"S Ld m • E o 9 + 1t Baas .�c?Nn in cn 02 ad 17. OVij W SU odx W � ?o4[C In UQNO. Mm V N 3 a . 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