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HomeMy WebLinkAboutProduct Approval-Shutters, Accordian • \fu7mDA-C9PA zj � Y , Business, o ea ess� a',Regalatio.. A PUP NtMET aoalT NMI OBPR ammo S. cOSIASr o9PR BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us BCIS Site Map I Links I Search Floridarlo l ,Product Approval Imo, a USER:Public User &rrra'ra�:�rtrm Product ApprovaliMenu>Product or Application Search>Application List>Application Detail SIMRMIEEMMIERNI OtifFiCeoFrlti ; FL# FL389-R9 REco,(/eD TNttf 1 Application Type Revision Code Version JAS 2 2 Application Status Approved 20'9 Pe tltt/n9 be Comments 'pep C Un) nt Archived O fax Product Manufacturer American Shutter Systems Association,Inc. ��J Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 !� bfeeley@easternmetal.com raj Authorized Signature Bill Feeley /� Irodriguez@easternmetal.com Utki Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 II Date Submitted 09/18/2017 Date Validated 10/18/2017 ;' Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 1 1 Summary of Products FL# ' • Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. r' Design Pressure:N/A Created by Independent Third Party:Yes I Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal • Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD / pressures. 389.2 Bertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection • Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"'span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF ' Created by Independent Third Party:Yes II� MEI =I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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. al NU all 'Itkdi Ei Product Approval(Accepts: , 11 I' - -- - --- - -- - - --- - - - GENERAL NOTES: 1.BERTHA KV.ACCORD01I SHUTTER SYSTEM SHOWN ON T115 PRODUCT EVALUATION, DOCUMENT(P.E.0.1 HAS BEEN VERIFIED FCR COMPLIANCE IN ACCORDANCE WITH THE 20)7(CLA1 EDITION)CF TIL!FLGRE/A BUWIIIO CODE.THIS ACCORDION SHUTTER SISILM SHALL N07 BE LRSTALLED AT IOGH YELOCf1Y HVRRICAAE ZONES. DESIGN WIND LOADS SHALL BE DETEfom:EO AS PER SECTION 1620 OF THE ABOVE uEMIBHED COLE,FORA BASIC YARD`,.FE130 REQUIRED of THE/LLEEDICDON rinsRE SJFTER'SILL TABLE OF CONTENTS BE INSTALLED Y,11H A OIRECTIO;+AUTY FACTOR KO-0.65.USING ASCE 7-I0 AND SHALL NOT EUCEED THE MAXIMUM(A.SD,)DESIGN PRESSURE RATINGS INDCATED Ott SHEETS II THRU 15. ID &20_ IN ORDER TO VERIFY THE ABOVE CONOTTION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE EMT REDUCED TO ASD.OESICTI WIN.LOADS AREA T: HV BLADES C7)es *1 BY MUL71PLYNG THEM BY 0.6 LN ORDER TO COMARE THESE W/MAX.(ASD)0551pt PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET I DT ORDER TO 1oltFY THAT COMPONENTS AND ANCHORS ON THS RED.,AS TESTED,WERE NOT OVER STRESSED,A 73 T4 LUCREASE IN ALLOWABLE STRESS FOR WINO 1,0105 WAS E(EE USED IN THEIR SYSTEM COUPGNEITS 1-20 SHEET 2 ANALYSIS.HOVERER,A WIND DURATION FACTOR C041.60 WAS USED FOR VEICfCATON Cr FASTENERS UI 91000. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA KV.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HA5 KO VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 OF TIE ABOVE MRtfONED CODE AS PER TYPICAL sH,m�ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&VIND0W DETAIL -HV BLADE O 10214.01-03, #0715.01-03, 11004.01-05.#1214.01-05, #0317.02-06,10609Dt-10 MID#0210.01-11 AS PER TAS-2131,TAS-202 MD TAS-203 PROTOCOLS ARD A5TI(E-1864 AREA 2: HV BLADE C1,}AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVE.0.WIND ZONES I,2 B 3)&11220.01-10 AS PER TAS 201,203 A 202 PROTOCOLS LARGE t455AE, f.WHERE APPLICABLE) -NV WINDOW BLADE e#0505.01-08 AS PER ASTM E-1866 AND 6-1996(M1`.STLE LEVU D,RIND ZONES I.2,3) BASIC PROTECTION ONLY MD 1 0725,01-66 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOC.< SHEET 6 2.HV BLADE®AND 1fV WNOOM BLADE e ARE ENGINEERED TO WORK PI UNISON 111TH EACH OTHER UNDER THE GENERAL UNRADONS AND CONDITIONS OF USE=MATED ON SHEET 19 INSTALLATION DETAILS 0-14 CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE CONNECTION FOR DIRECT MOUNT COECTION TO TRACKS SHALL RC#l4,2.75'MID 114$7,75"FW.- ECRh1Y, 410-07 WI:DJUU SERIES CE''TERk4TE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS wITH 135.0 lot WELD STREASiH AND 160 kii TEnsssE STRENGTH.PWS SHALL BE COATED WITH BERTHA HV DACROS*ELD COATING SYSTEM AS NMVFACTVRED BY AFPROYCD CENTER/ATE ALTERNATU:O DETAILS If/ SHEET 9 00A16NG APPLICATORS,REGISTERED WITH AJERP✓W SHUTTER SYSTEMS ASSOCU1)0N.PINS MUST BEAR TNC M/MARKING ON THOR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMU:Ub1 ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 MD 3. MINI/VM 07 MN 7161.0 STP,ENGTH FOR 5063-T6 ALLOY IS 33.0 11D 35.7 631 FOR END CONNECTOR DETAILS 1-6,CONCRETE/BLOCKS SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. MAANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STARLESS STEEL 304 OR 316 MSI SEBBES OR CORRO„RON RESISTANT COATED CARBON WED.AS PER ON 50018 WITH 50 1101 WIN.WELD STRENGTH AND 90 II.N Mat.TUSSLE STTQNGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BuuDUIC CODE SECTOII 2411.33.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6, BOLTS TO BE ASTM 4-307 GALVANIZED STEEL,OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 PO MINIMUM WELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:III BLADE(D 112,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 NY BLADE IQ&© 0'0911)110 U1 UNISON: 12. 13 A I6 INSTALLATION DETAILS 5-X,WOOD SHEET 17 END CONNECTION,DETAILS 7-12&X,WOOD SHEET 18 &THS BERTHA ICY.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OT TH1,1 ARPROYAL ARE COVERED, IN WHOLE OR W PART BY US,PATENT 15'450,179 ISSUED 10 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONS73111 Y OF TME CONTRACTOR 10 Miry THE SOLRIDNESS OF THE STRUCTURE WHERE SMJIIER IS TO BE ATTACHED TO NK:URE PROPER ANCHORAGE CONTRACTOI 10 SEAL/CAULAgEA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENNO IN CONTINUOUS CONTACT ritr11 INE MILORD TO PREYETI1 YANG/RAJH INTRUSION. -TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A V3BLC PLACE WITH,YARNING 1101E.OUR1110 PERIODS OF HUP.R:CAiE 4/19114120 HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY OLOSE ILL HV MID HD ARTA 4: HV WINDOW BLADE Q ONLY CE TERMATES AIO ENGAGE OR LOCK ALL Hy AND HD LOCKS. II.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MILE LOCATION AT ACCORDION 01UTTER N ACCORDANCE WITH SECT/00I 1709.9.3 OF FLORIDA WADING CODECITE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY*Di SECTION 1709.02 OF THE FLORPA BUILDING COOS, 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY MI SPECS',OWED N 11115 O.RAWINT PLUS MIT MINDING AND ZONING REGULATIONS PROVIDED DY TILE JVR6IXCT10.Y WHET£ PERMIT IS APPLIED T0. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFO,*JJATION FOR A SITE 59 0410 PPAJ.SCTI La.mac TIE SITE COTICRIONS BORATE 19011 7N°P.E0. (6) CONTRACTOR TO BE RESPONSIBLE FOR TIE SELECTION,PURCHASE 1116 IISTALLATIOU WCLVOUIG UTE SAFETY OF THIS PRODUCT,PASEO ON THS PLO.,PROVIDED/C,/SHE DOES NQT DONATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONCRIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPCNDBSUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED NVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EIIGNEER OR ALMCJ+TT1,CT Y/TECH WILL BECOME Tt15 EJiGTIEER OF RECORD(E-OR)FOR THE PROJECT/11D WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELCGATEO ENCOI LR 10 TY,E P.E.O.ENGINEER SHALL SUBMIT TO TIPS LATTER THE SFE SPECIFIC ORA/06105 FOR RENEW. (a) ORIGINAL P.E.D.SHALL BEM THE DATE AND DPJQNAL SEAL AND SIONAToRE OF THE PROFL'3C11A EIIGINCER OF RECORD THAT PREPARED T. _-- _ ___ ffru.a#40 i. . FLORA BUILDING-CODE(Non High Velocity Hurricane Zone, ' 1111✓�w ' 0/2017 EASTERN METAL SUPPLY.INC. 11, �(. �/f "1,;,y It2G17 11LTrs0,!NC...................... 'E� ''9 BERTHA HV1,J IEE A S A Accordion Shutter System ' �IL�EC 4 .0/C. ITV. BLADE#1 W/CR W/O H.V.rxrmow WOE I i ye: �/ !6` If' American Shutter Systems a Q f� r/ TILU1 TESTING & ENGINEERING COMPANY c EV.Nc 0(0 H 04TT SRAnn BY: 2.c r..p f Association, Inc. i OW 15-085 37/27/17 SATO 07/27/17 f S . 4555 1 4 XR DI-SIL.16S.4 F1). CAA 0D13.I—ll1 711!6 •' S IWno;(365)671"1530.fa,:(+71971-1,:7+ 4260 Westroods [)rive '•:LQR�17 �4ys e-m,:lita:vpoo.c� Vest Porn Booth, FL 33407 3 DRAWING No y 4 LB-0605113 1 7-1 07 "- s' ....... V/©••AAAA y R1+' 91A.TTA A DAN N.P.0 4 NAL FU00.'.95 Lk.1 44,LS7 S - — ,SHEET P.S.Sffi'�713,4)NA.TURE/DATE , 6 1 OF 20 _ - - -- _ •,• 73-.•ma',sec.6...7-c'e ' ''R, VAR.E.: 1,,r,:, 1-‘91- 'n 7 i ..;;••'''' k :1.4 • 371. 411-`2.1. g.s4- r , amI l- 1 --I .771 , . .7" Al s'1... 4992' , •,... 1,.,....r. 1.3. •"T ., ••72 'HV SOLID BLADE ®HV UNIVERSAL FLOATER -/ ' C-5).HV 90'/1 BOSTARTER CovERED LINO Ut US PATENT E 54510 79CUAUFIED,,__FOR USE W/ QUALIFIED FOR USE W/ HV ELADE CI I CD HV DIRECT MOUNT KI BLADE W HV WINDOW BLADE* 600-T5 ALLOY AND TEMPER QUALIFIED FOR Ul W/ NV 606.3-16 ALLOY MID TEMPER 'SEE LIMITATIONS OF USE OF BLADE G:,0T SHEET I 9 6063-16 ALLOY MADE,I #4, TEMPER glei .,-1-19 6063-16 ALLOY AND TEMPER . F (1117. ...,'• ,....- .934I .it,D-o' 3_656" 4 ,-- • r 1 .672' ..r.7' ii F, - ' 2 r • 1 1 1 . . r. 2 - II ....T7:4417,A, 1 4:V' I --- g - .6 [8 V on.• 1 H (i--- ..7"... -1 I r:.?)HV ADJ. ADAPTER W/LIP I 4 • I 4.4 V; .. 1,12.52: ••. ..t.; n , 0.072' IF 4 0 0 r2" -MO.-- 3 226' 2 OUALIFIED FOR USE W/ HV (Li',HV WALK-OVER TRACK esemminm......- BLADE 0 -...../ C ®fiV TRENCH TRACK -4'.•.T.-nr , -•- 3.73o•)HV ADJ, FLOOR TRACK 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE W/ 11V DUDE(Si QUALIFIED FOR USE yi/ MV QUALIFIED FOR USE WI MV 6063-16 ALLOY AI.0 TEMPER BLADE®OtT_Y. a HV RAINGUARD BLADE 6063-16 ALLOY AND TEMPER \--/ QUALIFIED FOR; W/ HV 6063-16 ALLOY ARD TEMPER '',2; VAXES /•"; 1,029' BLADE 1 "f 1- 9 • 11 I MARES 1.036' 6003-16 AUDI 0 TEMPER •E I.0 1 7" .2 . '; • '1_ 'L r 1 ' r-1 -•. .„.,1 f , ., 063• car ti .C1• c -‘773 k1 1 .r3: .100 17 11 A? • ; 12' t i -11 ' L. .-imr-----7 0 ,..„; .., ..:0* I-6, 'i If .. , 1,7 • . , So' , -I 0. 7--1. 0,,i' l - ..• . ,A_____I .1 o•‘ ' ,6701 1 1.696" ; .- i """c'" • i• • 1 - ' 3.570 .: r 3629' t 1. kg, ''',3";/' • e•-• vi HV CEILING HEADER () fiV HEADER/SILL ail HD CEILING HEADER/SILL ./FOR USE 11/ I-N ELADEFp ONLY OLMJFIED FOR USE W/ HV EILADkp ONLY, 6063-T6 ALLOY AND TEMPE amuneo FOR USE 1,,,VALUV IDIELADEO (a JID WALL HEADER/SILL ,j SEE SECTIONS FOR VAUD . SEE SECTIONS FOR TY.. QUALIFIED FOR USE yr/ HY 6063-T6 ALLOT AND TEMPER 6063-TO ALLOY MID TEMPER BLADE 0,ONLY. 6063-16 ALLOY AND TEMPER X _ -''• -- I 2" 0.120' COUP-a:ENT A 0 11 12 xyit ,-i WI.IC' O-11•Ci( 1 , I r 1" 2.062" tar 1' 5'kwI/O' sirI Il' E 2" 1 9 3' i 3" c.oxr 111111.1111111111111 ;1:9 2' 5'mAX.1 0.192'i 0.142' 13 SIDE ANGLES I-6 CORNER POST$ OuAUF1ED FoR USE Vf/ HV ALUMINUM ANGLES a 1 2.5' r UAX.i0.140.i6,162' ••-' OuALIFIED FoR USE W/ NV . BLADE® QUALIFIED FOR USE W/ HV BLADE a) 6063-16 ALLOY AND TEMPER D'-ADE(.1)ONLY. 2' le MAX.-0.130'!0.121' 6053-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER t _ _. ._ . . oarliffiaLAtk, FLORIDA SUITING-CODE-Mon Hig-h Velocity Hurricane Zone, ,,it'ati1 A, rii,-- 02017%ILEA WC. 022017 EASTERN METAL SOPPLy,IND. ' eti.. ..........."'••4/111:. BERTHA NV-, . *'•-•, I-i / IILIECOINc. \ A•S.S.A. Accordion Shutter System .. *E:1 , 7 FLV. 13.ADE#1 Wif OR W/0 FLV.VAFIX1/1 811,0E k , . s American Shutter Systems er(fric, :*, "NWT TESTING & ENGINEERING COldPAIII Rcv.N. VE500.72022 DOC i 11R.4422 0',' Lc. 1 , 0-.D 15-crab r raim crar 07/27/12 4 10.... TA TE oF ;' ; tilt ti x le21.U.,214.tn.linAl.C4K,V.I./WC-4 22,2,4, 'Le{$ F1,40.4:V-LVA2S-152,2.To.:(3233171-7231 42E6 Westrocuis Drive 33407 3 2 ORAWiNG No ..• iA '••.OMO 0./..4f7 4-,..142 Sr.es44204,..444, West Palm Beach, FL 01 ER-1k W=5712O/ 0-. 0,..mq, .2".P-t. VIVA! 01, !WSW,us 1 4.2C7 S I SHEET P.t..-SFAI.,/,MiP7/4ira./DATE 2 OF 20 _ - --�--- - 4579• 4597 rn9• I I P. 4' r-KrrFiJ T..¢ FD ti ou nC UUNET i I 129 J4. ; r d 1 j f 5-IBS, i PA ac PA6 a rr-. o .--DE CM r'', $ k G w ,,� S 4 �_ 1 ••• _'FJX£D PA 1.a'-D ;1 1f.' o F - 9 , " . ' 1 oe2' a - d I I �'' 1} $ G Ll�i Ifl 1;),n n, (Y 1 NO♦ F•1TJSe�// OC t 1325• ` , e' \ I. �t6y 1 L69A57 CM'.YR LC3il.`S CII.PSL'a • 2� NV CENTERMATE44,3,3,,,,____,s c 1 °''' V LOCK HV EGRESS LOCK OUAUFIED FOR USE W/ H'✓ BLADE(IG i�A^ONLY 22,1 HV FLOATING CENTERMAjE�' ` f �' N 6063-T6 ALLOY AND 1(uPER OUACITTEO FOR USE Yd/ HV BLADE T & IA OrrLY �^ S7 1 3 D ;E7S'I OUAUFIE-D OR LASE Yr/ HV DUALJFIEO FOR USE V7/ FY 6063-16 ALLOY AND 7EMPE. ( }IV CORNER CENTERMATE ELkoE„1& Q1 ONLY. BLADE( & e, ONLY. ALIFIED FOR USE V,/ NV BLADEQ)ONL.'Y -.-.150.OL, 519. I97A• 6063-16 ALLOY ANO TEMPER 518' PwTc HEN' o cr y � r1.756' S1Y_I [LOLLED 12—' r"- •, 4.04]' =2 SCF.Evt I1 75 S' 1�•• $ ," Jt )� �� .390•AFTER RIVETC'c s 7 e2 7 ":„.L y .� ` {{ o �i . 00j. ry - SIMI 1/4"1-20 x 3/4" BEFORE Rtr vlc t0°r v -1' �r I I S.S. THUMBSCREW 1/4"0-20 RIVNUT* 0..., I e, 6I �'1' I ', _ *'VMS 9444 44.MMIU(:524-T3 ALLCY)L1=.n'0/OZ Oct V-ET tafSERT,PART 10920,AS UUyMArn.FED Er Aw¢ I 7757 1 - . 27•.A• _ ..ef< FU '1 `1 FROST ELEVA,411 �g' }IV MALE "T" LOCK CENT RMATE aI' A' f u,YFw TE1et060,FAa5 9,J1Y lira -Er mos.on MAI- FUN (27' LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE V,/ hY BLADE(1�cl;LT X29 }IV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK @ NV ALTERNATIVE LOCK 6053-15 ALLY AND TEMPER`� QUAUFl=O FOR USE OUAUFIED FOFB USE 1Y/ WI QUALIFIED FOP. USE W/ HV BLADETONLY QUALIFIED FOR USE Y!/ PN BLADE(f)ONLY Y!/Ii' BlADEj;ONLY. BLADE(.I DULY. 6063-T6 ALLOY AND TEMPER 6053-16 ALLOY AND TEMPS. • % 1 1.��? { r -- -rNUMcrunaruay a93' .114. �I ,oaa.`.05Y q _:• �, CCnn+an � .214' 4; c I ^44. 1 i�/ `� —1 03375•uz a rl' $ -5y7' Q 1 .125•um•. I, HO CENTERMATE WI NO LOCKING ROD Si HO CENTERMATE yV/_LOCI(INCQROD s,"v Do p =� a `-1 QUALIFIED FOR USE LY/ HV BLADEQ)& d1J QUALIFIED FOR USE 11/ HV BLADBW& A' �3 }ID CENTERMATE'S INSERT ; - ` I 6063-T6 ALLOY AND TEMPER ,-,� -' 6063-T6 ALLOY AND TENPER `x o t vAR,Es. 12•Mot, QUALIFIED FOP. USE W/KJ SEADECffi v =I� ' 1 t/4.4-20 5.5.0a 3/6.6-I9 13Y 6063-T6 ALLAY A//C 7ELePEP, - ALCIAL TM.T/DSfJLLIlS. i 1 41/2• cR KEY ��1215 ' _ ■ ._.._.�. -_ t 4 • e j,1 t- 157 !!n. Cll1Y0PR LOCKING ROD© L75 U . �; t.,:7YP C _t/+'° �4 }ID LOCK QUALIFIED FOR USE W/ HV RLADE� �, HV 3/$"0_16 ACETAL J7 plyIY 1/4" 0-20 AISI 304 8T REco,7 W..4nrA/E MORTISE LOCKS 5Ef1Es 2333 MDCX 60U CAG! 6063-T6 ALLOY AND TEMPERr��:/ THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ KJ BLADE,-"D& L P .SJINSTALLATION WILL REQUIRE A 7/16• HOLE � -OAAIiLLED-AT-TRACKS-FOR PROPER EMBEDMENT OUAI)FIED FOR ,J KI OLADELD OUAUFTED FOR USE W/ NV BLADE® FLORA BIJ1 OiNG CODE(Non High Velocity Hurricane Zone; 51,1/'F iR A.ret-1.y 0X;17 T4.,E'.d,/110. 02517 EASTERN METAL 04JPPLY.INC. ��0.(elf,..., v. BERTHA HVn �v � 9`� ASSA .— / I I L IE C O ,nc, Accordion Shutter System ',,,,, ;T ■ ■ ■ ■ H.Y• axe#1 w/DR w/o KV.WNIXT 1'BLADE 14,,r/• y American Shutter Systems RLY,,,, (XSCRiPOCR DATE GAs 1 e.: Le T' TES71N4 & ENGINEERING COMPANY Association, Inc. 1 OED 15-005 07/27/17 WTc O7/z7/t7 '0 s 5355 RA 17,..:5,71-13E,,1E-w r.. ..1.. .•x165 4288 '.Vestioed9 nc. Z — .y PoxSa:L-05)971.1530,ror:Las0”_,53, owevNG No • �,p•.,F(..... R�©A,'-t, ts� _rr�. Cu:46719 � West POlrn Beo h, FL 33407 7 li =�V4/ ••• ,�� ,t41 7 1 0.41.. P A T1LTl p.PL 4 —1 IJ F r.� /JALu,11J�jJF?�t%G.53E 11.0PC.....Es)44167 _ a SHEET OF 20 • SHUTTER ASSEMBLY SCHEDULE FOR i HV Q HV 0-1 3/E o-- 12 w2 i= 1 HV BLADE t 41 41 ® I; ` TOEDGE 15; GE .1975'_--1;j:—"'_ . O_ yp IdRF., I Y.1''.Us Dl1A D47S• Y .OE25 .G62:- • F.'/ BLADE to -U pp 6..:/ ,,. 1 I fen• •,.-..7_. ® 1W LONG RECESSED NYLON BUSHING ou Q� +' f * X25 o.o. �' J HV SHORT RECESSED NYLON BUSH:NC ® g" 1 ^ 4 I' ,r140I {: Y ,ItAT PDRRP.1® HV h^.tON HAT 1'!/SHER ,DOR ( �!"' f� s� --C EU -7 ,,r, ,, /�,\ .YY 'nF.,, ® FP/WHEEL CARRIAGE HSI 302-303 SERIES _ / y� n = s4 ".0 �y '( I �, x �/c :� X 6,870'x3/16' THICK NYLON WHEEL FCl�J q3 1 `"y 2 7/9'umr i/ „`:Exti , I 0.188% AISI .302 SERIES S.S. RIVETS , R 5Fpti5snwi .3.7Y0 /1 I NETriEE11 .0625--_,....052,.. ® IN 13/4'ACCORDION PIN 9// d8 HEAD * EXTERIOR L ' , • OPENINGS On 55 3/4' `,""'1 c., • HV 2 3/4' ACCORDION PIN Y!/ #5 HEAD * I GI _,44". o 7b•. 2 1/4-jmrx n�urar, ® POLYCARBONATE IMPACT RESISTANT M/WINDOW: -: ^r I 40 j m91 TYPICAL HV WINDOW BLADE AND a '00 Q 0 , POLYCARBONATE HV WINDOW DETAIL M1 DOR ® @2 or © au �� F (SEE NOTE FOR ,II pEvumi...) OCR it z Pp*YCARBONnTE nAPACT RES15TarrT H s'Ir1pO0/ 1 f BAYER tAA<P,OL01 3103 POLYCARBONATE i y I I12•um.CLESR.;tCE RESINS, UV-STABI1JZED GRADE OR SASIC * q PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR ""imminimMl""j I TO MADE WNWINNOVATNE PLASTIC LEXFN 103 RESIN }N(1) HV(1P1 A11 '3 4 ; , O OR QD . i f- I (SEE NOTE "F' ON SHEET 19). (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR `0 ',IDE BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1/ FN OR ® �1 POLYCARBONATE SOURCES FOR 4�4 HV 1A BLADE. TYPICAL SHUTTER ASSEMBLY ill EXTERIOR AIPPLCAal Mau il'Dcx PRIPPrra ROOM .oa se,nD�e1a N,TS. , 11Y PIN OP. �- A7 DinP�cx +a+r>sa ^1Oa (2) HV PIN ® MAY BE USED IN LJEU OF Q AND ONLY AT © E.CT IDR ""°/" "1 f BLADE'S KNUCKLE,f'11 =UM EXTERIOR B07T01A KNUCKLES OF NV ACCORDION SYSTEM W/ FF1 tO 0,22.--, 1 (SCC NOTE'FOR E )071.5 iu. .sn D191 cc.5/11' CD.]a/d BLADE WHEN CORRESPONDING TO INSTALLATION 'II", SHEET 7. O48 „ 4 111 aJ`.4S E NOTE E^'-" V. 1 1UaL',IUD VRI/47" MU MP 0,W D¢:. 9. psi_ / I 1I 11FAPX 51K'.-!h A MO /WRY D'MA 1)`A1 pal 1]AA D..: (3) HV PIN ®OR 0)W/ 1/2" 0.0. 1/16' THICK S.S. WASHER �" II TETT rw�+ �u+a .`TY OM %K-z:D.>' }um psi SHALL ©USED FOR DIRECT MOUNT INSTALLATION PER DETAIL K. 'dam I' .60 "7UQD":a A4r1 W!6 ID n-D/n 17 rt-O/- SHEET BAY'2,.2.0 OtW.^RR'KS wHEEL CARRIAGE DETAIL '00tic ""E DOM/ $314"° s W SS1'.] ., = US: s //N� EMBLY LAYOUT • gee% Cr Dam ,.m CCM a-1 W7 o-1 CU= Tq yi Mr Chregre .0911 012n ISN T 9W T MlMnr'& AM CM TL'cUI Vrer3.7.1rMee nUGFi1C '2'5229`A'.Far, rr,3 121 r1 HV BLADE SOLID Sc I "f' HV WINDOW BLADE DETAILS 11:-MSBET=..ri ""°" MO,..a1. ,`., II.T.S, 1jopirrwf.wi.� — 1,i'ey,A.7 ( -- FLORIDA BUILDING CODE High ci(y Nurricane ZO 1e;_. (Non elc r ®2017 EASTERN METAL SUPPLY,TUC. ,�` .. ,e'Se•.� ri01711LTErC, BERTHA HV., • WO.' A 1L ECO Nc. \ SSA Accordion Shutter System KV, BLADE#1 w/oR w/o KV.wuzow BADE .q9: .� � American Shutter Systems Le:y� MUT TESTING & ENGINEERING COMPANY Y ay." DFwnvn°" Out DUNN n: L.C. :1 Assoclatton, Inc. 1 0-0 15-055 \'37/27/17,OTE: 07/27/27 O.yn'1 ' S4 �� a. �:i Ex.a..235 v.ra. U(s�ROW.]s;w 42E8 ,'/estroads Drive 2 _ cno,:!:0)911-lsaa.02 :(sos)en-1:61 DRAWING NO "rs'SJAL 1 � " °�`° West Palm Beach, FL 33407 17-107 110(0..1.r:�.!,.1a 5 SHEET P.E. SEAL/SIGNATURE/DATE/SIGTIATURE/DA= c , 4 OF 20 1 13.15 n I x_5-1.911.f.3- 4.1-1- ` *NOTES ON HV LOCKS AND CENTERMATES: 0 lam, Q• v� I 28• -' 1 (> Q • r 1Y 4 ��^^ M N ' T v 4, 3..g.19.47-5...g. g. y• 5 T. ATORY CONOf11DN ONE FN L CS 2��Cr ST W EE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN '2.5^ OR 12'ABOVE CR BfrLOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTA i3O1S AT AIM! i i ELEVATt011.M/LOCK.Z4 or 2 MAY BE USW AS AN M`WE OR OUTS/DE LOCK,ATTACHED TO OR 4 1 I - 1 ..,_ILII CENTERMATES W/(2) 1/4'0-20. 1/2'LONG FLAT HEAD SS.U.S.LOCATION OF LOCK SHALL BE AS INDICATED ON f'4 �nI TYPICAL SHUTTER ELEVATION. V°'��`, I - l `1 1'I " �3 2.OPTIONAL CONDITION /I;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY POP30SES, UP 70 TWO IN g'�==L c V LOCKS 2Z 43 OR¢§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERUATES 0 Y f i 3 OR 1 SHALL DE AS INDICATED ON NOTE(1)P13OVE ?, . . .ICY i t 1 LOCATION OF LOCKS SHALL BE AS INDICATED ON T YICAL SHUTTER ELEVATION. qr "o9-" ` f 3. OPTIONAL CONORIDN 62(V/iJD QMY WHEN MN 0ATORY CONDITION 11 OR warn MANDATORY CONDITION �;• C71I � � ,� a /2 IS USED W/iWO H.V. LOCKS)• LOCKING RODS 05 ARE NOT REQUIRED AT}IURP*CAIIE POSITION, BUT MAY Y © — 3104 i3t0A 543; 2Zo.f., 6E USED IF DESIRED TO EiJ1iANCE SHUTTER. PERFORLLIJJCE. LOCIONC RODS$5 D.R AN ALTERNATNT DEVICE • ,� I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). c / l 4. MUOOATORY CONDWDI I2 011E NV LOCK�y�E�. SNN1 BE USED AT CORNER CENTERMATES FOR WY SPAN v p AND INSTALLATIONS AT ANT ELEVATION.IN LOCK(24 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACKED TO Q3 CORNER CENTERMATE W/(2) 1/4 o-20 A 1/2'LONG FLAG HEAD SS. U.S.TI40 LOCKOIG RODS 5 $ I I '8' AT TOP AA BOTTOM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED 011 TYPICAL SHUTTER ELEVATION. 15,a ,INC-tNC MAXIMUM SHUTTER SPAN SHALL BE OFTERI4INED AS PER SCHEDULES SHOWN ON STREET 12 4T✓ 3 v11;*,,� -y n 5.FIBSL ALTERNATE TO MANDATORY QONDITION!I VALID ONLY FOR NV LOCK 2�W/SYMMETAICY CEHTF RMAffs 23_ Qv I C 9 Q$�,014E ALTERNATE liv LOcK 28 HAY BE USED MY UEU OF F1Y LOCI:Q4 yr 29 FOR ANY SPAN AND -,,.1 1 _ F„ l5. 3Nx INST/T1A!TIOIIS AT ANY ELEVATION.ALTERNATE LOCK(1,§MAY P•E USED AS AV�INSID OR OUTSIDE LOCK.ATTACHMENT ° A6S OF 1/4.0-20,3/4.5,5. TNUMBSCREYI TO J OR E CERTERMATES SHALL BE MADE W/ 1/4'➢-2003/4'ALUM. ~�T kgo-H,)G— � �aftg, "$o'o7 b$� R1viur/5 SHOWN ON SECTION INET SHEET 8. ONE LOCK SHALL 8E USED AT 1/2 OF SHtfi7�JR SPAN OR TWO I / F/Ie's6E��, C,7 _ LOCKS AT 1/3 OF SHUTTER SPAN. A �� II I F`✓ l OI B.bO�ATORY CONDO3oN/3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE tiv LOCK fi or Ora SHALL BE J - 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HY LOCK or 2 or C' MAY BE USED AS Ni INSIDE OR N I 1 , 1-R OUTSIDE LOCK.ATTACHED TO ah or.SYMMETRICAL CENTERUATES W/ (2) 1/4'-20. 1/2'LONG FLAT HEAD 5.5. e' ���'�� i ((f!� --1,—„3:5* M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS',f5 W/3y CONNECTION n I(`., 0, O ('J, 0, 0 Q, M�` 0 a, e(� Q, 0. X, \ OR C'1 TOP AND BOTTOM IS COMPLETELY 1uJ�IDATORY. DETAslims TO FULl (D Y t ' *VOTES ON HV "T" LOCKS AND CENTERMATES: OF CCFJJER HOCHi. D)ACTH 51 I. ••.• . Ian..1 • ...,.14:1 9..1•:11•., _I, 4.1 i4: •• •. • • .31,1113:1...1> •: .01 CENIERMATE al ONE ALTERNATE IN 'T'LOCK 04 MAY BE INSTALLED IN LLEU OF HV LOCKS 13 OR CY FOR ANY SPAY MID 1 ai r"®•���'.®p1: .0-_-„,i,. OF L�KOQ,9 INCLUDEELEVATION. SIING EINFOOTYTYCING LOCKER I),AS SHOWNT UTE LOCK cre:JAAT BE ON SECTIONAS AN S ON HYC.OSHEET 9•WHICHMUSTENT BE 10•I c'I@•K.:�G 171. E oo CONNECTED TO CEf1TERMATES�AND g 1Y/ 1/4'0-2A o 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 A 3/32' WIIIGNUT OR W/ 1/4'P-20.1' 5,514$.0170 A 1/4.Ao 5/8'PoYNUT. LOCK MAY BE INSTALLED Al MIDSPA+OR 12' rej'®-117,O.®•()•go. MAXIMUM ABOVE AND BELOW MIDSPA,. USE OF TWO LOCKING ROOS a TCP NO BOTON IS MANDATORY, 4-5.l�,..6-3'•fper,TS,•11J ex C'•Q5`x�•=13""�•Z°3''69` "NOTES ON HD LOCKS & CEN):ERMATES: ITV rLOCKS(2 OR r11 LOCK 34 /Ho FOR ANNY SSPA PIll)Rwaes iNSTAUA7TGW6 Al WIT ONE 0:+ ALTERNATE HD KK YBE LIAT BEIR�DU OF TYPICAL HV BLADE SHUTTER ELEVATION AS An I SI E OR OTJTSIO5 WOE_ATTAC)WENT OF HD LOCK 151:TO 6 TO a IS W/3 j8 r 3/8•F.H.5501.5.,410 INCLUDES N.T.S. REJI+FDFCEAIDAT DISERT• AS SHOWN al SECTIONS HTB-IfVB AND bC-HYC,SHEET 10.LOC%MAY SE INSTALLED AT /IIDSPAI OR 12'MAXIMUM BELOW OR ABOVE Mt0SPAN.' 1+.USE OF LOOG RODS,�C5 IS COMILETEY OPTIONAL. A4uAAllovo. FLORIDA BUILDING CODE(Non High VBrocity Hurricane Zone; - - - r�''-R . 7"t7-11 LLI11 `•\V ®2017 EASTERN NN.SUPPLY.1110. �f i fr1Dt7 b1T;:.0,INC. 1 ,' 41Q'• 0EIrs • '4'4-.. BERTHA HVTM •* _ ? / 1 L E C O �N�. \ S S A Accordion Shutter System `` A. ■ ■ ■ H.v MALE#1 w/01 W/0 N.Y.WIICC r BLADE -0 5 .. / , r*' American Shutter Systems uY_Ho PLSCSIPIo,l OATS OAAAH I-P IC. 1 9 • _.TE)p�%• t TILIJT 7ESTINC & ENGINEERING COMPANY Association, Inc. 1 ma 15-0E5 37/27/:7 DATE 07/27/17 S sm.10,M Lt.`le.OW,YRS 0 NICOIS,F1AAOJ.S.ICC C2,4,%...Ki •41, %S Fns :TsOsa71-1sso.Fo.:(525)D71-ISL 4268 N'eslrecCs Drive DRAWING No S`OR3 •.,,,,,, ' �� s-A=Siloraeoo oom Wool Palm Beach. FL 32407 3 17-107 �7111 07 S)pNAt t.1\."°:,1'`. L6.Y 111,0 11 A - f 'ALLIC1 A.IIU.R Jr,?.� RarEOA L't.J 44157 5 SHEET P.E. SEi-ijS1G/G;NRE/DATE �,� 5 , _ 5 OF 20 CCVCFSTE A.I.cNORs RIMED CCAICer. OR CO•ICRETE P.I.C.0'. Fo.P.S3 ' CSEE SOISZVLE CN PCA.WLFD--., cohoRrrt- 1 54W s5) USA:DIED • /7 CONCRETE ANCYLIPS 1/4'2-2G..1/4•1E1S,.. ruva.mr.scArAs cca.cazrE\ REOuism .--,---- . _ FFECAIDIZD `., _• (SEE SCH.WILS C's 11 14/1/4*-20 CCNC.ETE,0:CNCRS •• ''. ' I CpC/3 3'42,AnTosz(sit tcalAansea+z-zu 23 .. ,. /- SCIPED.A.E Oil SHEET 13) . r SN.MT 13) I 1 1-,,, . ..„ , ,--6i1crat4'M rtr.a.,i -4/4•A-2T1A3/4.S.C. , FEC-1- .0.-- VA*1/1:E.SC.4EAS L.r— j--=.•—:_ i 7 1 La.SO I/e-20 / ' 1 ' nonimme -`-- •-• 1/r.-' : ,- oC t E.0.11 ' • 115‘. fj'"" 'v'r iv on 15 ' ••• 1 ha illi -25°" : 1 - • . , ...,_4 , , Fr r • II q , i `E.ELP ! 1— 1 I , • OPTIONAL •' :.11 „ --1 i • I I W.50,4ww. , TO 0.4z(SM 1 [ 1 ., L 57fZut chi s411 ,..,,,E.,. ,..4..E.•nr.:17- _ottl,FThot,,L II r NM MCC MAND ---(9-'OR W UV.SZPARATUX1 TO CLAM , 0,0554 ts Po, 0 ECrusnGs--' CstE scp-maz Cm sita-r li) to.asmS , criccsa,E.0 GLASS—, "I i ill ' u/n.SEP/PAU:IN TO cAASIS ',"-pEz SCHEDucE OH tr.r.Y.,-r- II) 11 l''. / EnsTP:o : ctAss--; 1 ©Jiv WALL HEADER INSTALLATION T HV WALL HEADER INSTALLATION ',...." HV WALL HEADER INSTALLATION + KEYSTONE 'c EaSTINO I : um.SEA:PATON TO GLASS e•" 1 , . —(SEE SONEDULE ON.43tEET 11) 0 GLASS-1 WI.UFAUDtri 1 I OR (13. . , EArSTINC ! 10 WTO 5.22 ' UN.SEPARATION TO CLASS ' GIA5S7 •-•if ru, a'CD • r-(SEE t'AlcOArs OH start 11) oi Dar i9 ful WM a dre3 1 EXISTING ' . (7'1,'' 1 L.,....--. OPTIONAL GLASS--; _ , .Z. r IIIII II f- • C:••• r. i ..S.4. em. ,,,..., cl i,i.b** .L.,d;......2, - Al . t ^ , • i , „. ',''_11/4•1151, . • • 4, ,, i, ,•• f,..„,..-0-71041A1. 1 '' I'. . ' -F . II I'araf ,-..-0 cs;0 -I.0; Ili , , EX., i • I " ,' : 1, I HI' ' • fx*/ 11 , , t,i ,/ ,..„,,2,„___,... . 41) i i :' - • ---- - , ' A , 1.--Eo ' '''''''' ' '' " , /I .=1/2. - ....• 3 0.0 , • \ I • • _..,' \ „ , ';---/- c-------T-4":—' ' 1/4•0-2015/4.5., I I r, / :.-E 0-. PI•41.11.5 TRUSS PIE10 1 —,1 al/PArS4S-21173AD.314.1.001.1.N.5-5.EPtalIPS.SCREOS ..,1 00 , uacsan GarEas u•DI14 . - /. ,---- -CONCRETE ANCHORS P.,: 1/4.-20 TANS CI 12-C.C. 1 ,, i•-•(SEE SCHEDULE ON 0/1/4'-20 101S Ca 12-•0.C. (555 SCHEDULE ON SHEET 13) 1.1A POURED CONCRETE-4. SHEET 13) PCUIL,D CONCPETE ,/ ' / OR CONCRETE ELODC OR CO AEE BLOC( ! ETI AJC.HCAS RECAAREO WALL RECCIa( MV WALL SILL INSTALLATION _I/ (SEE S'D•IELLS2 ON OBV WALL SILL INSTALLATION POURED c.otiolgt SKET 14) OR CONCRETE SLOGS WALL.FIECIIAFED (t...) tiV WALL SILL INSTALLATION 4 JJ F.- 4.. :4..-I., . 1 NI • INSTALLATION DETAILS W/ i_sEE SrilET 4 FOR TYF1C.AL PITIES. •E.0.-[DOE OISTAF4E • SEE 1.111gAT.C./tS Cr La MA . ASSENELT 2-mocartmc SECTIONS CA•i BE COMBINED (SEE SFE 051451(5 OH SHEET 13) ElAr.E(15•ON SHEET 19 (1) HV BLADE OF ANY WAY TO SUIT ANY OISTALLAT10/1. 0 fialrf••,•,..c...... - - - - --- - - - rI""tk.ilk A-tit( '.. FLORIDA BUILDING CODE(Non Nti Velocity ItirtiEcne Zarie) - - - $..-V.re.‘NefEtia"' V,p'41- 4=17 71/7550,pc. 02017 EASTEFX/2ETAL SUFPLY,I.NC. I. e',..- 1. BERTHA HV,. ... . i .. • --4. Accordion Shutter Syste : *F. / IILIEC 0 'me. \ AsS•SNAR Z ; H.V. m BLADE#1 W/OR W/0 HY.Yill:CW PUCE , Am AN. 5=. . ..xo. American Shutter Systems .,,,,,.„„ mscnonow DATE 041611 Et: I-C- 1 13.1.. . •..." /,,er•, TIUJT TESTING lc ENGINEERING COMPANY Association, Inc. I MD I5-485 37/27/17 ort: 07/22/17 ...., :5as•A PASN-A GOCI.M.Fl.','1'LA.3346i r5)"le Frmg I(355)471-13.30,(4,:Oa:Jo/-it31 4268 Wealroads Drive 2 ORMAN° No -. '/ONAL 0-.. a-maff.AA.4424255.540 E.9-950671 2 West Palm Beach. FL 33407 3 A 51..1 ,PC • 17-1 07 it . 140A tk.#44197 5 •• SHEET OF 20 P.E. SEAL/SIGNATURE/DATE a _ 6 - •_ CCJICTOEAr,CHAIIS , sea 5C1riArrgr , 1 ; v.r, CH SHEET 1.1) .UF,PAZa, , I' POLPRED 0 OR (3* 0 • ; ra a.=(ra 'r" ,SCI4Xur a,D432 • ;, C'512IF...0 N., .Ir Fee(we eirvc• EOCE CP l• Z WES-3 " X 4 "lux 1.2•127-r-t• 1 ...k.f.170..., j ":5+ C; : ferET 79 72 E. Gus_D..41 APPUCAELL EXL51114 i tr . r %—ms:00=iu • t' 1 i ® It. .Ii On Sni7 ill , . ..,, .--„ :,, . • COSINGI;. AnCrEft DIAZ ' [-','.. ," FE."11 .1 '-' ,"'/ z./'' , .....,..71„ -- •- ,,--1 , ,, fIC•p3/4"HD(ATASHER HEAD ___ 0 • ii ::. 0 .... 2 , 4. vetat_, „.i.„......./-COLIF.R27E ANCHORS ; (SEE SCHEDULE ON.oiircr 13) , g; '. . i Exs:17:.:. ; ,, co'- cr--j,,/,'-'. /.i '.'. . :1,/. . '' 'Y ,' ., ., . . , GLASS---- I'l BAD F / • ' 'I/ "/!/ .1/2:3-'-a-t"-- . / • " / ELCE cc / ,',, , ,. , • ,,", , .-,,.. , APPULABIE . L , ; Inc 95,4PAVII J PLAID RAT NERO COM:PETE ANCIAGRS ; 13 DAS DU 4. DOR CO ACt./37.E COPACP.ETE -snail a Sitrr i (SEE SCHEIXILE ON SNAa7 i4) -..,' REGURED . li MI BAC•140 ' , RECAPF03 FLAT HEAL cot*IITE AvaCRS / ar Sral 19 Mr ' €4 conc.orrE L ' [ £,0,.----1 (SEE SEHEara ON ViEET i4) 1 Eva36,5(2) 1 RECAPPED E.D.. TRENCH INSTALLATION (;20 ONLY FOR UP 70 +70, -75 PSF ASD. CD,HV WALK—OVER INSTALLATION DESIGN PRF-5SURE RATING&FOR SPANS PER (El• HV FLOO1 INSTALLATION t SCHEDULE 83,SHEET 11 © HV CEILING INSTALLATION Er47, ow., Atas TC.cACt. 0 (COsuriatfrlizECI;S, a CUTS 1/4.2 irri mac<7,10Orri ir.,/ ar r,r20 1” --era tradiut 0, , avEIT 15) 0 I marco D4REALAczA i 3 ' a 141Z3 III 1 1 LAMM Or.TaiG—AT. TOD40:1=1 Ceri Veu ParMS 1,412A1251 3/4.T.APPER,=war/404-revre/. E5351ING_ 1 ii t4 cakss _.,AA.Ammar 10 C....4 ... . mAx.1/4- GLASS- g GRASS r00 f0-112.31 r..2,117$1,1 0 r ' I . 1 ,,..4.4.11,Z1,,,12,,,x,,,, I Or,KA tr.TO Ir-Or V+14 NO '' '.— U': 01 . W 7 I , . / ' , 4.OZ.Ira 5.rra3 I.*QE.DIM II' 1/4' . , / r 1 6,"<"AP To rf-6"MAL prAta— ID — • 50./,50 AT CAM 05-11-k...'V 1-/-05 ' rit113T----1 , / / 2 ,.1 --I 110.1.3 4.Ha IL 0•,./ , .II 11 0E0 i 1 rpi wawa: ••• li.) oo 3 'fiK MDR) - • / 5 .41 11;1111 'T-...1 i 1 ' 1 -2 ! " cow : . L--- V.F4,75 ' I , I 1/ II A.• •un-II •"ZO 12. "' ,I 4.3/4- HEX HEAD ' g , „a 1 N. r I 1/8 .'" • ,• . . ,, : ' , :.,- • ' 1/4..-20./4.55 US TEX scoors o s'o.c. ; OR 1/4-5-20 5_5_Lis, , CONCRETE AticHORs / ... _ vA 7 ; ...,:..., ' _ o 5 0,C. -----11 I 10/HUT 0 9"0.C. I (SEE SCHEDULE ON .---• ;7/2 SHEET 14) —,....--------- . • . /,'" 'A., MTH;101 errve-nuei, __-----r•ii•P• , rlimm4.4.... l'' / / ‘ OCR° .1 l'i.- . I •' -07 TA/3 ILY13„._ I2.31/2"itIr, ^Wus.ow (DC27.4122 '..r.'.. '1 t• ED. I au) EDGE OF / Ir • /.. . I" \_914.3/4"F.H.5.0.S. ' " WI. . CC sue EF i ' ‘ P05910 rAIZETI -2-,:" • r.,/.... /I 7/8",---1 7/111T-44.; -. .• / / APPUC -COTICRETE ABLE I. / LPNEXOPL EE NOTE 14(b) \ , . ,..- / E.O." 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Pis" LW AP4,3131,A.' is,Pi. 17-107 fiDsr..4 Lie...4167 5 SHEET OF 20 P.E. SEAL/SIGNATURE/DATE 6 7 ..- I • - - - ___. _ SEE ENO WALL. CONNECTJO DETAILS ON SHEETS 10 & 18 *SEE TNITE5 Cry 1.00,1%0 nos®,N.,Lcocs0.0 -If- INSTALLATIONS W/ ® HV A..0 ALTERNATE trz LCOL 6 ON •IGT 3. OUT G. , „r,1". . IN I '7-EXSIVIC 0_,I35 **GA=SLICK EOM.INF G'VALID rta Al , r BLADE W/ HV CENTERMATES IJI . OR SEE END WALL CONNECTION . . . I 4.0-(D-{) 0.0- ,--109STrf.:GASS DETAILS ON SHEETS 10 & 18-1 , . ! C.).® "@r<)•®'@ ' 7 1 L f , 1 I3 I/4 (6:33-T5 ALLEM ALLMI. OPPOSING SYMMETRYCAL 1 li r c•AID.43 / ti CENTERMA ES * CEN E' ATES ocpiscrT059 5,_ - , WI,SEPARATION / 4-inf FV/11.i.51,414: / ' W ,v OCK e : 0 V w/ HV LOCK Z1 or 63 TO CIASS AT ERN!ANCLL(TW)t ' i ;CI! / 1 * (31,1 (SEE SCHEDULE i OTI SmE67 11) 5 ' ;.7, , 1 q-,4/' (2.5'1' 3 IN (37 _ .., / -; , rm,,,,. INT 1 111101111111111111111 / __.___________ to. _ N I : 6 I 0 '''1 ' ! 1" i • S \<:)''', 7 -•• ••.-14.-..- ..010 ' (-0' .0 '• . e , , , ilkiimilar7 'T--- , N Ct '',.P.9:— W ,, )- OUT @ . WIG•0‘.0•az®v() \ 0-© -0 L... ' 0 , HVB HVC '043-0-(ID-CD-C:4- HVA ©-(&-0-0-®-@-0- ,-EXTSTMC CLASS r-FOURED CONCRETE OR ? .2), _ I =ROE BLOCK WALT. _jornsivic •(:)"'0'00'@ P'IN N IV SYMMETRICAL IN r®43•0.070.C.)- /R,T70,---- 1-17-- - 7 v.7i.SDI% / MASS '0.0cm 43•030(0.0 1\yoson Iplr !(-7-,-N CENTERMATES 0 _ I @,(>,,o,c)00,00, To cuss ON i— __i GLASS ME SCHWRLE ' I , T- \ [ L ; 13„,©.(g.a.c) of;swir to ..'' 113N.SEPARATION\ I. 0 , 1111011111111101.11111111111 0 Q.tN. 11111.1.1111111E 7 '' . ( ,' ; TO GLASS \ IN . r i (SEE SCINEDULE ‘ rilffoi; \ ', . on J.,-_ET,,, • 1 r --.211 4811ii..' A.I I -i' A-CONCCHORRETE I-- - 0 *91 *./CA \r2.- 4,1..,-,--,. .. l // / ''; .. 1111.1.° , • . 'i'r- '. kLrTh . ' 13" IMIL711//1111MINIIIIMIIIIMPIMMINIEU 1 /! ., ,. .. '....11 : t '"•• 4L . OUT SP '' ........90 , L-V\ \-0 E 1/2'ItAX. LAS ; 7 OUT4.) \--P....914 . (DITEP70R) , FIVEHVF** - - --HVD - --- - -- .,,, ,, ii,si,s,A,tii."-;.- FLORIDA BUILDING CODE(N.00. Hiijo Velo-city FL/WC-one ZO )--— Zone) il`,'4:,,''‘).-iiii.s'i*./1.....*N. 62017 EASTERN 6167AL SUPPLY,INC. L2017 Th/SC0,INC. • BERTHA HIVim ..7...... .._, ._--4.,... Accordion Shutter System * ---- : / lii-IEC 0 MS. \ AnS.S.A. :...: NI I*f KV.EtADE#1 W/OR WO KV.WIDOW GUDE American Shutter Systems ..5.. 01:SCIGNmi DATE MIMI er. L. • l'r - `I I o'" I i TILUT TESTRIG & ENGINEERING COMPANY ; qt.\ in..n....b. / $. 41.4 P....4 ZS, .,.5c...V.I5.yezeu cuscrs,itrort amt Association, Inc. 1 OL0 1S-CRs 07/27/17 cum 07/27/17 ..... ..'' -tt ft..:::W.:,:§7$-T Via.pm;(S61.167i-15.31 4268 Westraads Drive 2 DRAWING NO West Palm Beach, FL 33407 3 1 7—1 07 M1L9 I.71.0.Jr.P.E. , 444„4/ftlis''' rum:4 Lk.I 46151 5 SHEET P.E. SEAL/5IcNATURE/OATE 5 ' 8 OF 20 1 — . . - . . ALTERNATE INSTALLATION W/HV "T" LOV4. HV MALE/FEMALE "T" LOCKS CENTERMATES 8 . j & LOCKERS 3 W/ () HV BLADE * SEE END CONNECTION DETAILS ON SHEETS 10 & 111 INSTALLATION n HV BLADE .OUT I ta,...4> 1 IN 2...,,/,-E=24 CZASS ..,.. PAX OSLECE MAJ.en,.azZATED c.,,VW e. W/ HD CENTERMATES , I .s'cu.'s 6,,,,,u,sv.notTp4 6. TM : 3.0.0.0.04:D.(3). hrKWED On TicS war,tor EL uSED).-7,1 T., ALST ! \. .(g'(D'O'C'@‘" ael-rki.Arvrc DON.WM c-tirra+ni ryc;smrti 5EE END WALL.CONNECTION WAILS ON SHEETS 10 & 16 0 • TOOLT-To our,"...am r °* oar WIZ 1/2.2 WOW ive AnosNs TO Cir.ZWIE 1 (0271C200 0--)1 (OF=724) L .? ERTO/EGITIOLO a -,- (.71,CaVr SAM TO TOSE 1 7-1,:zp: vw (4)IIP. IN T--1--- i (4),,„. , AT E242.AWL E1W1 ! i / .I'''-"'" 0* IN 1 _ POO(rm.) , \ 'us M) / ti 5 ,,k J / 3 I IK (iNSIDE) J/TT TUE VAULT ..1 M! AISNE \ ' 10.1.111111M111111M111111 ---Is-z,-4-----,fie--------------- tl-Filfril•-91•411=17' _ ;,..../.. ammoM._ 11-,_ ......: ,.....,o,_ -...- ........--.L.... -4111t x .ix... Go , . ..,..__.• • 1 A" Tr-,„ ili-7-1,-,ItillArtiv_. 'IN'ilrALI-7.L;• T--o 4,a1116-7..e.7.10 0 ,'"Ier' do..4r.An nil_ IT -• Lg) ...i e ..„,....,.. ,,,....0 [OUT j0'1..v 0 one .,..-.A. 'OoR@ 0.9 . WE 6 RJR NI LOCK , * /32" WINGNUT. ' 3,Ca i.ita *SEE 0 Mg 1/4" 0-20 x 1 1/2" s.s. .s. w/ 7/8"o x 3ty ....._.@)1._ CC-MEW WTP,01.),HDB-HVB OUT HOC-HVO HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES s 2 4 .1 • •R SYMMETRICAL HD CENTERMATES HVG* V/ yv I 63.• LOCK (INTERIOR) f SMES 9444 Al.uumuu (1024-T3 AIM)LAKE rim=1201 C043.o.0 ® 0.09. STILET ra.ISERT.PAST l MO, AS impufAcIIRED 91 AVM.091711 ---1It9.@-@• MEOW;PATEWPCJI.K.JERSEY 0703.CR=V- vV7T.0.62.0,,c).( . 0.@.(3.,0-10.42).• 0•0-0,Cti•@-0-10-0.e . 04 ° . r01E3 co enne4 woe*POO s..7.,:al rip—\ 'W **.ixotilsk ntan:(2.*E0GEIA%•iZ-n.r,a I 115 re*LI 12474,311 IPPIXJ110,3 114 eliM 0 J-IGO-HVIro FLOATING STACK 1,,,,ormAc..,,, 77/ --,-.. , . _ . . .. . FLORIDA BUILDING CODE(116-n-Iiiiiii-itilocar-Krricone Lone, V .....•,,,,,,,,..e).•1,.. , $ 1 0E414:-. 4*,‘ E7017 74,7Er-O,70., (92oti E.,,,saRri urtm.21PFLY,NC- BERTHA HVi, ' • 0 4' • ' 'it. i *:go. • • -••••-2-- p 1 PI C. \ . , / ilLiECO A.S.S.A. Accordion Shutter System • 1-31 H.V. BADE#1 W OR WO KV.tAINEONI3LADC , _ American Shutter Systems mrmse,,,,,,,,,, , p% TILTiTESTING & ENGINEERING COMPANY 0477 maxi eq: Le Associati ,on, Inc. En OLD 15-065 ,07/77/17 cAJE, 07/27/17 _ ". / • :.... .,..' -'''$ e.=ux.let.li...ux..urk,vwcpc..cocoa.,114ca+m)e., . . . 00:4871-W4.fa.;( 0)911-1071 4268 Westroods Drive 2 DRA'A7NG No 04/"....i.001 ,IV --.. AL 00 .--,..,,A ME.G12s.o. 22-W4712 Vint Palm a each, FL 33407 3 - "1' 01J7 P.P.O. 4 17-107 _ .SHEET P.E. SEAL/SiGIWURE/DATE — _ a - 9 OF 20 ,_ -- - - - -- - FOUtFD CAfCA'7E P'REp CONCRETE POURED CONCRETE ClR - D?�., __ OR CONCRETE z" 0.9 CONCRETE .. -- CCATCRECLITRETE D BLOCK VIAL. . BLG{lr TW1.P:C!nP 3 - / O CO!WALL FEOV.RED "`," / BLOCK WALL REQUIRED ii - �EXGrTI,C4./.5S EX157PY OIA�S _S) f^ EXUSITiO MASS 2'i�11, CON ?ETE A•O:d:t-� �a7;n:G CLASS /," 1 i /� j 0 16 O.0 ) --'r - Tj E9. tDXtN nc i- / rt'!t'- /__T 15 Y hlJ f. TO W$S(2I Lin.W,MPAT,O., • S I ^ 1l91 ST?APw,'1fJ, •..� • 17 TCR L'l.M S7977071.T.E�TE�A1R TL Z(EEE I ," Oro LilS�I { ; j n.,Ca 70 a L1 1/16•rr.7•MAX- I CU 9EE7 12%6t ..' ,t FEF B_Cr:©!.A I ,I• TO a,(94ST 1 I II TPR E{dce©no (E063-Te)cora. l eh�s4��Q9 cr, Er 1s FCR T/2 Ir faar ro CO__,. IrA EiraCTAND .Ct,SEFf 19 FLA PLUM.CLOS r' ,SASS©✓< 1::: Y ((LOCA SIDE V . I B.XES'Q@ 0 AT (LOUDTE 1s/I vf-1:!I •� j \ ' I 1s I'Ef3DE5©b(3) OPS) 1/2 MN. 1, OF O) 1_ f I /1� 1•USE r OR 2 um. I .- I . a • �tesi/2•SJ.T.S. I J •� '. ` r• •. -'_.--� PPPVCI9LL)+Q',1/e•.O'-2• Irw ---- /1UT,1/z's.ers� fel TILT—_ o t5'o.e. 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J, ��EtiS.% • -: BERTHA HVTa *.�' -— ' / iILiEC4 ,Nc. \ A■S■S.A■ Accordion Shutter System KY,t ,oE#1 w/CR w/O KY.YarDOW e+aoE .133,1',417.., i- T*' American Shutter Systems acv I,, OEStln.nON CATE DFAT7I L'A: LC. 1W TILLJT TESTING br ENGINEERING COMPANY Association, Inc. I CLQ 1s-Oes crinly CAM aT/27/n :."•-.791- .••,• 0. ;'�,� ens.1.: ,( Tc.71�, .icz I DD),n-.P0,+u,s yore �r-I:a.ic. (2,35)17:-03; 4268 Vle,trQcds Drive 2 . . t4 ( —c--r..T,ErtcEGw,xwri ) West Pclrn eeach, FL 33407 s DRAWING No s�©NAL {I�,1+ ES-WOW* 17-107 P.E..SEAL/SIGIIATURE/DAT. 110.1CR Lk 9 4{,42 6 SH ET 10 OF 20 • • SCHEDULE-#1 SCHEDULE 42 SCHEDULE MAXIMUM SHOTittt SPAN* "Lt.' OR "L--- MAXJLWM SmUTiER SPAU* 1.1- ,jArlijurj5Llui-JER spy)*%.,.• (M.). FOR INSTALLAT1ON5 V// OR L-" (1L) FOR 3R "1---. OE) INSTALLATIOP15 INSTAT LAMP: LEGEND • NOTES, CENTERMATES*CD az @ ortillriga LOcr or INSTamTFRmATh.s oliALLATMNS W/ OPPO5INQ ',,7 SnimETRICAL CD/II-WAIFS ""---....„,_............... CONCRETE & 74300 (i) L.+:WOLIN:A ALLONABLE SPAN FOR A orzli YV ONE H.V. CK 123 ID or% & Qz4 & W/ ONE kri LOCKS 14ANSOW postrvE&S.D.OESIG71 PRESSURE RAMS. HD LOCK )Yf/ NO LOCKING RODS or ONE HI'' 1.017-.,g4W'43 or.@ CR Y/,/ NO LOCKING - O. P, 0, L-•NAL ALLOWABLE SPAN FOR A GIME14 P,T_GATK CENIERLIAXD 28® 23 Iri/' ONE Ya/ NO LOOKING RODS(1:81 ROOS MOUNTING F„ K & L N AiD.OESISla PRESSURE Rum. 1-0-r" LOCH 30 1M/TWO LOGNO (SU rrOTEs tit) (VAUD FOR 110UrffING© (2)PROCEOLOE TO GETEPOANE LIA.muu S.RAJA FOR P.005 35 TOP & BOTTOM/f1SEE sffxr 7) FLOCRICEAX,I0 G. 1.4 4 11.j T, u.,,,,,& x WALL mounems(rop/earrom)OR FLOOR/CUJI15: CV/CRETE a.e000 u0LeilING cotic!iiain hop)VISTALLATIO:rS 0 CO•4CRE1E a IA mumaai . 16.04,1 A.50. a. nrilmt ATIOtrg 0 um-x.6 pe-rupinkris aim A POSITIVE AS.D. 099101171 PRESSURE RATING. ASO.ozso, olzk Alm. _.,cli Pl$202 OM.UOUNTING FLOOR/CIOLD.G Preotr WALL ir.r4rir31.: PU-SSWE DUMAN(MAXIMUM SPAN I+.FROM SE3IEDLL.E. 0,4 FUTCP/CitAkt=ND% rA,4 UOUUTiNG GIVEN A NEGATIVE A.S.D.OF_S!GN PRESSURE PATINC. (A0) MGR/cm=ma.un:to ow.) on 1,az-7 (..ors-s 11,DGR/HAU-LIGUuTUL DETERMINE MA334414 SPAN'L--FROM scevarLE. 1, 8) I 1-lu) I t IA I L-OH La (ii) L-99 L r 99 1-(41 0 MAX3491.1 EIWITTE.R SPAN '14."OR 'I-'FOR tNSTALLATIONS INTO WOOD SHALL.BE LOOTED TO FINAL NAXJMU/4 ALLOWAULE SPAN IS EQUAL TO THE 30 OR LESS is,-c• 1 I6'-0' 16.-0' I 16.-0' , 30 , 16.-0' _., 16.-0. 30 ;6"-41. 1C"-Cr' 105 8Th.4.9.0.[WW1 PRESSURE RAMC, 'ANNUL{DETT_RunZD SPAN EEFAEEN 1.4"AND '1.-". 35 14'-1D' 14-10" 1S-2' 16'-0- 35 14-10' 14.-10' 35 15'-2' 10'-fo' 40 13'-10" ir-10 14"-0' 15'-z• 40 13-10' 1.3-10. 40 14'-2 15'-2" (3) PROCEDURE TO DETERuRIE/fA•IMUM SPAN FOR 45 13.-.1 13'..-1" 13'-4" 14'-3" 45 13-1' 1.3.-1- 65 1S-S 14.-2," t HV CANER CENIERMATE#3 MAY SE USED AT ALL COIAD1IAIIONS DI BETWEEN WALL 1JOUNTOWS 50 12'-5' I 12'-5° ., 12.-13' 13.-7" 50 12'.-5" 12'-5" 60 12-3' 1.1.-1. MOUNTING INSTFALADONS. Loa=SPECIFICA11076 w/FLCOR/CEIJNO MOUNTINGS: 55 a v-To" iv- o' t2*-1" i2.-11" 55 ir-IV tl'-10' 55 tr-i' Ii"-ii" SHALL BEAR INRCATED On MANDATORY CON01T1M#2 F03 A OWEN positivE&S.D. DESiGti PRESSURE 60 I r-r I1*-S' II-7 12'-4- 60 1 l'-4' , 11*-4' 90 1V5H -r lo•-ti• NOTE#5,SHEET 5. RAMC: EFT.F.R.U.NE: 65 10'-I0' 10"-to" 11'-1' 11"-11' 65 10.-10' 10-10' 65 5-5' I 10.-14 70 0 or. 11AX.SPAN FOR WALL MOUNTING INSTALLATIONS_ 1 i '-6' 1 D'-6" 10.-9" 11.-S' 70 so-0 I 0*-8* 70 11'-9" 9-4" Lit... MAX, 5FAN FOR FLOOR/COOING mougruic 75 10'-I" 10'-i" 1CY-4' 11*-1" 75 W-1' 10'-i" , 14 - fr-9. ttEXCEPT THAT flA7IMLM SHUTTER INSTALLAT10411 ' 60 0•-10" e'-ur 10-0- 10.-0" 80 9'-10' 9'-10- SPAN 1r"OR 11.-'AIR)16Va6lt1 As.a 0E414 FOR A GIVF.N NEGATIVE A.S.D. DESIGN PRESSURE 85 o•-e• o'-.6" 9'-9' 1O'-0' 85 9.-6' fr-6" PRESSURE RATING FOR oisrAunrciis INTO 0c,0MEir RATING: 90 9.-3' 9-3' 5'-5' 10.-1" 90 9*-3' 9"-3" OR CONCRETE aso;SHALL BE UNITED AS FOLLOWS: 1- contactions TO KEYSTONE MOUNTING GETERIIII.E: LLO x.X. SAW(FOR WALL MOUNTING lusTALLanci . 95 0'-o- 6.-9' 9.-r 9'-‘0" 95 9.-0' 8'-9' LOOTED TO,,„1.134,-72 p.s.f. AND 13'-0- SPAN, SEE 1.2-.. LIAX_ SPAN FOR ROOR,PC'EluNG MOUNTING 9.-4' s'-0* 9'-7' 100 W.-0' W-4' &WONTING(y)on SHEET 7. OISTALLATiONS, 105 9-7' r-1 r fv-s• S'-4' .. 105 8'-7 r-ir 110 6.-4° 7 s' .-7' _ -7 2"9'- 110 8'-4' 7-7' _ FINAL soximu Aucemer..E spAn rs mg u .TO THE 115 e•-2- - 10'-2' 7-3. SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN104-'. 'Ur', II=ABO 12-' 8'-0" 50-i I' (4)GO TO A.14"'HOR SCNEVLIE WIT 1-h MAL VAXNULI 125 r-ler V-8" C-0. tY-5" 12t3 7'-10' 11*-8 " ... ALIO/ABLE SPAN AID NEGATIVE 4.5.0.DESOTI , 130 7-0. 6'-5' 7-10' W-1" 130 7-e' 0'-5" WIND ZONE MINIMUM PRESSURE RATING 70 DETEFOIRSE MAXIMUM 4310404 135 7-7' 6.-2• 7-9• , 7-9' 135 7'-7" 6.-2' SPACINO. 140 ' 7-0' '5'-11- 7-7' 7'-6" 140 7-5' 5•-I r ASTM E-1996 SEPARATION 145 - r-r , 5.-9' 7-5' ., 7-3' 145 7'-2' 5-9' TO GLASS 160 7-2' 5'-7" 7-4• 7-0' 150 7'-2' 0'-7" 155 7-0. 5-5' r-2' , 6'-9' 155 7-0' 5.-5" 1 THRU 3 1" 160 6-1I" 6.-2" r-t" 6'-7' 1ED 6-11' AY-2' 165 G*-10- D'-r 7-0' ., 6.-4' 155 6.-10' 5.-1' 170 4.-9' 4'-11' IS-11' 9.-2' 170 B-9' 4'-1 i' . 175 6.-7 4.-9' 6.-9" 6-0' 175 EV-7' 160 1Y-6" 4'-5" 6.-8" 5'.-I0" 180 C-6" CI) HV BLADE 185 6.-5' 4'-6" e'-7" 5'-0" 185 6-5" 4.-5' 190 6'-4" 4.-5" 6'-6' 5*-6" 190 V-4" 45 195 5.-3- c-r 6-5' 5-5. 195 200 5.-7' 4'-2' 6-4' 5.-3' 200 6'-2' e-Y -- - 205 -6'.-s? -T-4'-'1' -C-3' 1 5'-r 205 6*-1- .41_,_ii.,A4'- .. - . FLORIDA BUILDING CODE(NcTn- High Velockl ity i-irricone '.''......"k., 4/7% 07017/LUCA 9r.C. 102017 usifeit METAL SUPPLY,1110. Tr. BERTHA HVTu / IIL I EC 0 INC. \ ANSMISIAIII Accordion Shutter System H.V. 6LADE#I 111/OR W/0 1-1.V.VellX7N WOE : 5 Alitito i*: RcvN.:. ectscznleo -a.. -0 A.r.:: TILUT-TESTING & ENGINEERING COMPANAmerican Shutter Systems . COMPANY American Inc. % ,.A . /447 61:6 IL%357r.31,.14.344,MAGMA CAEZZir,13043W23(t.t 1 01-0 1S-C85 \07,;;11174= ('03,/r7/1/7 ' (A.%..^.(oFfe?., 4C 0 Raw:139:4571-1530.Fax:(322) 011-12.,, 4268 Weslroats Drive 2 DRAWING tlo ...,"7 ............ ci,..14'g,4t 6,669:ON66•066.6617, West Palm Beach, FL 33407 3 ---.. 'VOnAt.00." 69-C630715 WALTER A.,161.0 W.PE 4 , . 17-1 07 --, „.-- - 11.C49,06 1.4:.I 44167 5 SHEET P.E. sa7MATURE/DATE 6 . 11 OF 20 - '--- -. - I - W N a�.I ,,,-- _,2.0 N 42 0 IF a 9 acni m J Z ,/ s., 1 , Z^ CO 00 s $= N a o 0 . o >_ V1 "� 'V _aa- n Wr�j �trl P_ Z p •'�Q QS . z s 0, + 5 " �" ixZZ •c X06 ,, x N ©UR = W V LWz 665 c nm Om '•�- b � r STW© m• alo 71` = g®rU b0 a. QY VSE a N ti ! a m n...2 n m.. 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II 11 1 1 H91341:abQCa W 4 CDCC®-m:213©Cam aDa8000Qa00a01 130 110011101 m. 12 aIJJII 00000om - m 11 1 I o-m ooa- I p II 1 { 1 I - ♦ •N-vN NvNN^v-- •'INCH :7 --- 1^11 ✓ ,(1 1 I I III { M1i4 IYI III I1 t /�I • 0 y Z §IE .S."10:r l ..III 1 4 111 11ill 1 1 1 4 1 , t • rL al Q •000010002022,-,01 111 411 1111 11 1 II • Q 3 4255 p vvmmmmmmmmmm ; tI . II 1 1 1 1 I I W�STit lirlirilli IrdElrhil 1.��CIY� r ..g b b b b b b a q o b o o 'a3 I I 1 1 I 1 1 1 1 1 I 1 1 hg v .1 ID D m O N ^1 .. 0 m J - -- 14AXIMUM-ANCHOR'-SPACING-(in.) SCHEDULE FORA GTY1x-MAX. SHIjfFER SPAN, " - *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 619 DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING 1,10, a mu Il: It total" I t a/,11:;01 R 1.41. ,'1. .11.0.. (SCF 140U09Z5 E C.&H ON 251/335 6 k 7) 1,M":HORS TC SUBSTRATE SHALL BE/S IOILD11S: Foil=WlgffTE/CONITRE7E MCC% POURED CONCRETE (A) TO EYLSR:O POURED CWNCRETE:Or to•3 kP) 6.0231UOWALL SILL MOU14 NG QCEILING MOUNTING 0FLOOR MOUNTING - I/4'P TAPC071 OR TAPMNI ION A2ieNCZO TY,REAOFCRM TEcHNGL5 1 AYYHORE./5 PANUFr51LRW BY 1.1W.EJOSEX.Dbl.Fc• 3)0 ANC,)CAMS. !PACJNG LEGEND - 1/4'0•3/4'ALL PC9175 SDUD-SEI NICEJFAX •) 4CHORS,AS Dt5TED Or AU.Faros SCT4E19.BOLT&SPEEW.TY COOIPMY.(14n-Fc w 3 es, (R) otsot teotec 17659.41 FAX r.DENY ISOATIL4713471 104140 o CLOWW 16NE RISME 6/160 - I/4'0 BLUE TAP CONCRETE ANCHORS'N,/Cho AS 11NTUFACTURFD EY ROMA FASTENERS DIRECT.INC.(1r4.rc•2 kv) t� 7444'6';1 OR - 1/4.4 TAPPER+ANCHORS AS UANUrACTIMED EY POTTERS FASTEuERS,RIG.,AND OLSTRZUTED EYY ALL Poen SCP.Ef1.BOLT&SPEcksr JO m•130111 • EZ 3a®lnQ ®i.160 2D5©`-40 to 75 BO 1191160 UPCO:: H A7Y/7LCE11 GOUPNn OR r7rr CAPER/PP.RDYSp uctsl:ED OR AUMOR%IE7 4�1NGOR RECOSTEFBD BTTH ME AMETbCAN SSIUITE4 sYsmNs AS50GI5D00,A1C II: ©© 10 9- 6 6 6 1,,,r,RIA TECF",c,, (�,�rc'•3 tar) I ;44:: 10 9 6 6 6 /LL P'Slr?5:WO-SQ 1• ' 12 10 9 6 6 6 CLUE TAP ri/CAP HOPES: • 14 112 10 9 0 6 AI)M'.H2NU CUB£G14E7R WO POURED CONCRETE OF TAPCOY GA iADCOH ROTH ARMCO)THRFADFORY TZC7lNOLOGY ANCHORS RC TAPPER+ is 12 10 14 12 10 9 6 6 6 TAPPED* ANCHORS 15 1 3/44,ARO FOR BLUE LAP 57/CAP AsoNoss is I lit. IICIIIESILIliTr7ill7 • liatillQ®tli7lt7liti 0010 9 e 6 6 1,44 ®����®®� � 14 12 10 8 4 A.2)UNNWW TC VLALM OF 1/4'9 a 314'ALL P(' R5 ACPINE ET 456 7105�" BE 71 I t1R0 TIE IL'OWIA C1mi:,S 10 ELBEDYEIR 14' 12 10 9 !0 8 6 on S'NCCO S7Vs:L BE PFIOLRTED.114'0-20 S.S.S11491911E SCR£N(ma 9WJ.6E 1 112'LONG'mum semi:,5713994 14 �y� 103111111 14 f2 19 F�7) 6'y�7y�53 •ess uat�;rpl4Yr5 Y,r LEC 10; 0021,AND 1•NAII11Ld4 F03 WALLS MTII N'0 STUCCO. W it liAllail�ut���uttuntJ gi® hull C'cr'# J1E7 19 • 14:1Y 6 65 A3)IN CASE 17AT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OA ANY VENEER EE FOUNT)011 TiE loaSfe1C 77411 OR nook ®®� ®®�® ������14 12 0 6 NOTES ANCHORS Al)0)/HOW-7siALL 13E LONG 9 VIVALIATIONS on W01.5101 1375UGH 10 REACH THE UADI STRX71195 w SND mu.=PETAL N01 CONSULT CONSULT ENG1EER.ADE 57141.1-BE AS FOR O': ®e ®�®' 11��a 3 m 12 18 9 111.1�33 WSTNJATE71 11110 E1SS 87TH+CTRL mos SEE SHEET 20, 6.-0.®�@�Q !WTo E10.STO.0 CONCRETE CLOCK:(ASD1 C-SD) fiJ fit] {B) J.] 12 10',0 7 - 1/4'0 144(011 OR 1349011 WRN ADVANCED TNfiADFDRu TECHNOLOGY M'CHDRS,AS ILy1UFAGTURED EY LEN.B1LlDFJ1. �� ®��a����®�.45.12 t0 117 7.5 -1/4'0 a 71,'AU.PONT'S SOLID OCT mottoes.AS DLST198�FTED BY AU.POSITS SCREW,BOLT&OI ECML7Y CV�'IPMY. • tEl _ d Op¢1®O®[•�® Z 7 13.E ,A ll� - 1/415 BwE TAP CONCRETE/1004063 11'/CAP AS RNIUFACRIRED BY FLORB'0 FASTENERS EVICT,110. 1/4'9 TA°PCR+Nk]10R5 AS N4YVFACilF2.FD BY P4NFF5 FASTEHFRS,UNC„AND fRSTR1917TEA 8Y AIL 670VN5 SCR6'/,eat; &5710570.11 1 4. ill 7 �is 12 10�� �12 12 9 e � COUPNn OR NTY 0141:12 APPPJ)YED 1R12t-ED OR FUiF UZCC YFiIDOR REG57FFiED MTTH THE AUFiaCSH Sfl1TER SYSTEMS ASSCCit730A,F+C. ® NOTES: iD7mmumri aimanl�umFn;�irEssannonomm�L7t0 6 _ J 8.1)mosalu EUBECUE'R ORO CONCRETE 8t1XX Or UPSON,EWE TAP W/GP ANCHORS MO TAPPER+ANCHORS IS 1 1/4'MO WWI ����®�®®W��aa mma , . W1M 4DYA•NCEO THRL%LNORL TECIr40LOGY NNCHGRS LS i', 8.-°. t®llnit�tOtt"rIJ lt�ltT31 t�t� 14 11 ['h7�-53-":6-5 .S 4 �� 9.2)1eAttuu 4 maEONEA?Cr I/4'e x 3/4'ALL 70705 50130-S17 AnceoR5 SWJL BE ENROaT DIMMED OR0 THE CORLntlt}LLCM liD If f 6 53 4J J.6 ENBCDUEITT 6NTO STUCCO SHALL BE memo,1/4'9-27 S.D.1407411E SOWN USED 5PAL.DE I 1/2'LONG unauUU 91073(0 STUCCO 14 12 v 05 4.5 iii �� 14 17 03 7 53 O E)75T,N1O N9011UL1 FOR YULLi YAM NO STUCCO, 1.5 6.5 © 14 11 7 55 i4.5 4A m©®aa 11 0[0(a] 14 12 O 5 4 OS)W GSE THAT PRECAST STOTT,PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND ON T4E=TNT)wB.l OR nom. {�ramiliIE�7t17167 ltar 113111311L)•llr lid 7 5 '3 it�� ANCHORS SH0LL BE 10140 ENOUGH TO REACH THE 1471 STRUCTURE 0131410:AID WALL FINISHES.NNC'3R5 03 SMALL BE AS CN71CAEO ON �a�� �BM®a-EireG 031 7 , NOTES E.1)u B.2)ABOVE.FOR CYSTALLATIO S ON WEYL 5101797 OR OFS MTH OR watot 1 11741 STUDS 94415131.7 TMs Ei402 EF. 4 FOR A:STAJARON ORO EIS N1TR NRA.STUDS SEE SHEET 20. T il'rOMM=M - HWIlY7(Ola(1�tt.7 0.5 7 ISAi4,5 �� 1011, Il' Qq�©�O (C) ANCHORS SHAH BE RYDTNIW FOLLV4UIG"ex 07 THE HECOUMDNDaI1DH5 NTD SPECIFICATIONS OF THE ANCHORS GNNF.KIURER. EJS 6J 4,6 7" (DI SEE SCHEDULE BELOW FOR EDGE 015T/JICE(C0.)VERSUS 5PA0NC RELATIONSHP FOR ANCHORS. ���aaaaaaEILI�®aa 96 - . ppOO�®IDt3C7f'a00 ®m�� - EDC[ OISTAHCE VERSUS swum SCHEDULE FOR ANCHORS' 4 J IWJ4LN AYUICP 17AONICS APE YAIID!44[LGE DSTANCES AI 7011(0 06106,FOR E.D.LESS THA;,illi l'OOKiTFD,0307 8 Art^-51:12 SF/t7,G �a�HIE ��®� m 5 4 - BY 710 11FUi1.0 O GOWNED SHOAL ON SCCA u• BY/HE F01L0'A71C FIG10R5, S.]1,.5 JD REC4N,ID I.TIA;F'. 7014011E0 341 0 FAE21Z `E 7 lTIl EC COY. PPR 706$.1u EPA-70 V:O1CA1•�FOR FA01 AYJIOR T1Ti m00A00 ®mAA (0 t® O . 4 FACTOR AL seaee�RWH®aa�aRaaaa EDGE TAPGON TAPGO?I WITH ADVANCED ALL POINT 5011D BLUE TAP W/CAP TAPPER+ 0a 73 5 4 - - tD r : Le I' DISTANCE Ea 161 SP/CQNC w y- MREADFO ChM030GY VAI.544911:6 v 3 1 J3' MVI.SPAOII0 3' 3 J/4'L SPACMG4 ®�e.�■.®R®®�a9 11 0,] 55 4S - S� ,D W POURED COINCNEt6& PDlt`O QYQTT[ coo=asci POURED COr1CJ7EIE& POUFS/3 CONCRETE&Kum anaur am4 la'-0'KI®10 QO 04fY �0 IVO 7 Fl ,i 3 - - CON:RET OLOCA WI 0943 1 ISO 06,2 112 ClEO 141• .BLDCR 06197137E MODS171.3.3 tat CD•3 1/2 Pat En.211Y i L NaN.ED.,J 191 E0.,3 1`! 114 ED..s •• d S - - -'� BLADE WORKING 3• 1.0 090 1.0 0.78 1.0 094 1.0 15'-0 �'���i�• ] 1 - _ - IH UNISON •♦ 2 ! 2' - 0.81 1.0 - - 0.67 1.0 - - _ Dsf _ z• oaf 1 ■■.II.`&MMEIN �45k - -..ni 1 3/4' - 0,91 •- - - 0.43 ie'-o'®AOv0ii0dtP 1FF] 6 AQ Q 1, m 6! la A911/2' ' 0.35 - I - - - 035 - . _ - ps - - - - 9S 7 s - - - - - 6 6 + I_ - FLORDA BUILDING-COOS(Non High Velocity-Hurricane Zone)-- 41111'�1'Sift A. T/L 872017 EASIE7ZN METAL SUPPLY,INC. 17'1.`13' �c�o17 IVEa.OTC, 4`�' .4,rwCEiy,.o' = BERTHA LIMIT. t. gra..1 ��- . A S S A Accordion Shutter System * y0%I1rel�! 3 / I I�.I E C O INC. ■ ■ ■ ■ KV. BLADE®1 w/OR WO FLY 1eNDOw EOE 2•0, si . (j TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems qty.Nd 00508671107 BATE c1AsrI 71, Lc. `9 `NOF Y 63.59 Nn,7.x.CL.51.4 555,1w-:d.G17060.1VYnt J7+u Association, Inc. I I, 030 15-C85 97/27/17 DATE 07/27/17 - -4 S FaP q; ,CL 1.4 :5,,ate : 550.5. LW.4 PRAY 7G No is 0121012 ,, 1d 4�Tc1,L1)4444144)Lan ;'lest Patin BOOCh, FL 33407 3 z -4 �5• a E6- 6719 17--107 ,,,45'/ r\bB 111 ?Nap:A,run 4r,P,c 4 I - O�7 1� Ir 019:504 UL f 44167 5 i SHEET P.E.s ./Z WosoojOfTE. 6 I 13 of 20 • - - P •31.1 . . :111 : .T1 : 4:14 241 : .1:C24-7-4.• 4 ,,• 1,11 i, II •: •1 :11 4t 4. :al : • . ,-4, :1.1 (SEC 404212105.4,Y.4 E GN 54217 71 _. . __..._ .. POURED CONCRETE POUF CON`'' COMCRETE BLOCK ANCHORS SPACING LEGS 1lvaruv 0 AIX 017:71 4 1 TRENcn CI U011NTOOG ©VWLL/FLOOR uaurousa ©WA(1/YUtx ovER 14ouNTIt1O t7(%1tavos. o ,.� / TAPCON OR Nµ .150.2.x"01 eC:O'1.5 1 35292& C(93(269-0641 9251Ti PFZ39FE WC(00e 452 IX5'51 RD= RA=(9a)4.22.OcS[T1 OroTri 92Z201 ACM(GS TAPCON iTrTH 4C'vANCE0 30 40 60 75 90 120 100,225 30 40 60.75 90 120 160 205 30 40 60 75 80 120 460 205 30 40 600 7;170 120 160 2035 T)OREA01GR2L TECHNOLOGY 4.44.4�44 42 TO 9 I 9 12 12 42 12 12 143 92 14.0 7 7 7 7 7 7 7 175 5 2 5 '5 D 0 5 2 ALL POINTS s-'011i7-ser 3'-0, 44 12 10 9 ,6 12 42 12 12 12 42 9.1 7 7 pm 7 7 1 7 7 5 2 2 5 .6 5 EWE TAP Si LESS 14 12 10'9 6 12 12 12 12 • 0 6 4 7 dM 7 7 7 0. 5 5 T. 5 5_2 5 D . 44 12 40 9 0 42 112 12 7x 12 10 75 5 7 ��1 7 t 7 7 2 9 5 5 .'5 5 0 1 TAPPER+ 14 12 10 9 6 12_12 12 12_112_05 0.5 5 7 7 7 7 55 4_1 6 3 5 5 5 5 5 1 4 4'_0, 14 12 10 L 9 6 12 12 '12 13 12 9.6 7 53 7 7 '7 7 7 7 2".6 2 '5 5,5 5 6 14 12 15 9 .0 12'12 12 9.5 6 0 4.5 33 7 ©7 (l 7 5.5 .3-6"2 5 D 6 3 5 5 14 12 10 9 _ 6 12 12 12 12 10 73 bS 4 7 {1fl ll 7 7 7 7 153 5 0 5 • 6 5 5 D 14 12 10 9 e 12 12 12 11 0 7 5 4 ' 7 7 7 34 13 0• L 5 „5 0 5 4 7 5'-O• 4 12 f0 B 6 TO_12 I2-12_10 7.3..5. 1 7 8ni�n 7 1 7 9 5 5_5 6, 5 b 5 14 la 10 9 , _ 6 12,12. 03 73 8 43 33.- 7 5 13.5 5 5 5 0 6 2 514 14'12 10 0 0 12 112_12 95 0 6 43 - 7 55 6 l6 3:D 5 6 s `EEE AIO'IOR 14 12 10 -9 `6 12 112 313 9 73`52 4 3 7 Q�EIM 32 - 5 5 's 5 5 4.5.35 - SPECL=1C911o6 14 Il 10 9 6 12 IS IS 10 8 5 42 7- 7 d©II LS 7 .7 5 2 5 5 0 5 3 O11 SHEET 13 6'-0, 14 11 10 0 0 12 12 8 0 5 4 3 7 r 7 I7 7 12 4 5 6 5 -6 15 5 4 3 14 12'10 9 6 12 12 10 9 0.0 5 3.75 - 7 7 7 1 7.7 - 4,6 5 5 's 5 5 433 - 4_L.12 i 10 9 6 12 12 10 0 0.2:5 35(- 7 7 7 0.5 5.2 4 - - 5 2 5 5 5 4 3 - 7,-G, i4 12 10 9 0 12 12 12 0-5 7 5 4 1 3 7 7 1 7 6 2 5 5 G 5 5 3 b 14 12 40 9 6 12 10 5.3 5 42 3 - - 7 7 5 3 - 5 5 0 5 0 5 33 3 14 T2 10 9 0 12 112 93 7 '03,4 , - 7 EH 7 7 '5N__ ,„.-3---r,---7673-b,4 - 0 4/AUD ONLY FOR IP TO +70, -75 14"12 10 e - 12 12 95 7 5.3 4 3 - 7 5.5 45 3 - 5 5 5 6 4.2 35 - - P5F A-S.D DESIGN PRESSURE 14 IZ IO 9 - 12 12 10.5 73 0 43 33 - 7 7 NI 7 7 74 5 5 5 5 5 s 0 2 RATING & FOR SPATS PER B'-O. 14 12 1 0 9 - f2 9 6 4.5 4�] - - 7 7 l 7 ,.1. ,_ 5, 6 i 5 5 4 7 - 14 12 10'9 TO it 7.5 0 6 .75 - - 7 7 7.'5.6 - 1- 5 5 5 5 2 15 - - SCHEDULE J4J. 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SSA Accordion Shutter System ��IL ECOINC.Y,1 c. ■ ■ H,v.RADE y1 w/OR w/o H.V.WIND211 RADE 1 1:11 t*- 71LLJT TESTING I< ENGINEERING COMPANY American Shutter Systems 41LY.P:. 0CSC91VROM - DUE 56.4614 h: 1e- • 51 1.5,%,l ! f Association, Inc. 1 0.D 15-C65 57/21/47 041E 07/27/17 4::5 0A.3646.5'4.Sas 365,v3GbU 0r.W46.71Cr.Ct]3.C! fr 1 `} 4268 ylssl1oods Orfve 2 Pnn4:('AS)071-15:0 To.:1.:51-°n-1531 DRAWING No 5:55-.,,,• • ,.(�4{.11 4-199:ghcoov.ea:9 west Palm Eecih, FL 33407 3 . 17-107 �'4 i 07 -?•11.y,,l lAI e�v 14 1 11µiE A MI.3'r,PL. 4 L ns414,O L�,1 44167 5 SHEET P,E, S�E/(Ef3i?f>U>YUFE/DF1E 4 14 OF 20 • I MAXIMUM A,S.D. DESIGN PRESSURE RATING (Ilan AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A _ LC L .4. .1. 1I . •.t. 1 :111 4 1 31.15 . .; l- : K.IL :P.I 4 9:: .'641 C •„ Iii, 16' (62L 7IWI011.45 O10`316115 16 8 17). U BATF=r*.TE r 1 SOUINEII.Y PM no. SPRUCE PDX I SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=055. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. 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WALL GOui7InG5 M, N, 0 &R FLOOR MOUNTINGS M, N, 0 6; R FLOOR MOUNTINGS M, N, 0 h R FLOOR MOUNTINGS W & X W & X W & X P k 0 S 8 v 5 &V S&V 16.2 7 4/C9k e[91(y/113.Q51 CC(=M 094 44J 151 021C110.452 Fr=W0(11 170 am F24 R=Ole 441 LIE=AMA 42M1I FRIG 471 191030 a 3198 0 410064 117.073 KV 2)1 8 600(g1'3>i®ICILY KU=Vac 6191,i1102:1649«£800644 113 m3?mea rrmala1c 6e' 30 40 60 75 90 105 30 40 60 75 50 105 30 40 60 75 60 05.30 40 60 75 90 05 20 40 00 72 ISO 105 30 40 60 75 90 105 30 40 90 75 SO 105 X9140 60 75 90 105 20 40 60 75 9O .05 30 40 GO 75 90 105 -0'01 144412 10 10 9 9 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 6 6 12 `10 10 9 6 9 6 6 6 6 6 5 6 5 4 4 f 12 12 12 12 12 12 12 12 4-0• 12 IC 10 9 8 6 8 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 '6 0 12 10 10 0 8 8 06 6 6 6 6 6 5 4 4 4 3 12112 DuEtimEgEminowil2 12 32 12 12 5•_.Q• 12 10 10 0 8 8 6 5 6 8 6 55 12 10 10 9 8 8 6 0 6 6 6 5 12 110 70 0 6 7 0 6 6 _6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 X112 12 12 1250`- 8'-0' 12 170 10 9 6 33 6 9 8 6 5.5 45 12 10 10 9 8 5 6 6 6 55 5 45 12 10 10 0 6 3.569 8 0 5 4.5 8 5 4 4 9211:E9IjJ 12 12 12 12 12 12 12 12 IMEW312 12 72 10 8.5 T-O' 12 10 10 9 63< 6 6 8 5.5 45 4 12 10 10 9 53 6 2 IO 10 7 .5 - 6 6 66 S 4 35 8 6 4 4 'I®12 72 12 12 12 12 12 12 12 0...12 12 12 S O5 8-5 7,5 8'-0 12 10 10 73 45 3 6 6 6 5 4 3.5 12 10 10 6 351- 6 6 5 43 35 3 12 10 10 4 - - 5 6 54.5 35 3 6 5 4 - ®®12 12 12 12 12 12 12 12 11 9,5 12 12 11.51-7.5 65 9'-0' 12 10 10 5 3.5 - 6 6 53 4.5 35 3 12 10 9 S- - 6 6 43 4 3 3 12 10 4 3 - - 0 6 4,5,4 .3 3 6 5 3.6- P ]12 12.12 '05 12 12 12 1 1 CEMENEM12 10 6 63 5.5 10'-O' 12 10 7.5 4 - - 6 6 5 4 .3 - t2 10 6 3 - + ' - - 6 6 4,35 3 - 6 5 - �yai1 I1FRFtft IMUIEi•TC-�.]I 12 9 7 6 5 il'-EY 12 10 5.5 - - - 6 6 43- - - 12 10 45.- - - 8 55 15- - 12 10 - - - 6 53 4 - �® 0 12 6 65 55 43 12'-0' 12 ICKEWEINEMI 6 4 - - - 12 10 35- - - 8 5 .5- - - 12 10 - - - 6 5 13 ' ® 15 7.5 6 -5-7 13'-0' 12 • "©i 6 - - - - 12 10 - - - 1- 6 4.5 -`- - - 12 7.5 - - 6 43 - - Ell 12 103 8.5 75 12 12 10 8 LEIMIltta 03 7 33 4,5 4 14'-0" 72 "�' 5.5 - - - - 12 7 - - - 1- 55 4.5 - - - - 12 7 - - --5.5 445 - - ••��. ®12 95 8 6 12 12 95 7,5 um 93 6.3 5 4 3 15'-0• i2�' I - 5 - _ - - - 12 - '- - - S - - r�r4�:a�1�1��)1�ELEIMEICM1121 4 12 9 8 5 4 - 16'-o' 72 COMENNIZEINENCINII- 5 - - - - - 11 5- 4. - - 5 - - - MSTV LL'�T �aY=)9'1 5 3 II -.5 5.5 4.5 33 - (p HV BLADE OR (D HV BLADE Wi q HV WINDOW BLADE WORKING IN UNISON• •096 50'751)793 Cr we 7637 G74Le 60i OW IS +NOTES ON ANCHORS RJOVIRE11W.S;gam SUBSTRATES. 1.N1Qt090 TO 1811.FLOOR OR SCUD 8000 8ocT10 9V1L OE<s 63110'41: 1 6005751116 51796 00181W Or TIMI 5013.50110: 50VIn1flt1 ME 1Io.2 w/0.0.66 070.5) - 1/4'0 TWG01I AN WR9,A5 W01FACTURFA 81 LT.W.97;.19) w/941c4761.1 0UBEC1PL10 IS 3R907E0 Al -0QVGE65 RN R/0-0.50(793.5.) 6301 5E96011 CII 5.1E75 16 4 17. -SPRUCC ME 930 hORTH 7r/G.0.43(7105.) 33007830•SEI 6171E 2 8EEOn. SFRVGE ME ITN 501/1/1W/O=1759(7191) -MR!. 1/2'COO RYN00e(7986 MA) 2.NICNORS TO 9011933 7.81790 5116.9E 93 PER MODUI7IG ME V,SHEET 17 79:9&1'111 00195951 OP LPG SIRENS 12 P17i 7105 2515 5PL-C67f.V1074. 6NN1 05351'9 u 01915060 301108710 AU,.06 17.E R60 10 044710NS AMD 5PEC91C4'Ka45 cr INE ,u7177ii7�, FLORIDA BUILDING CODE(Hen Hign Velocity Hurricane Zone 6S 1111rI, n �� �C2017 1.R7E00,01C, 6'62077 EASTERN METAL.i/PPLY,INC, '\jCEf49 ��✓ic BERTHA Hit, ASSA IILIEC O CKs. \ ., . Accordion Shutter System : *i _ • • H,V.MALE#1 W/CR W/0 KV.WINDOW 13.33E '�' / q? .1* 1 TRW TESTING k ENGINEERING COMPANY American Shutter Systems 'in,„, X316„ a1E DRAG.8.1: Lc 2. ©5. n yr i sL•s 9..r,;e�1,x,sa.::7,1•.1:rq e<.56d) 111371 3:Iu Association, Inc. 1 0.0 15-685 77/27/17 oat 07/27/17 tir4R R 1' `55 PLY.,I(.x5)971-15.4,rn:(X1)871-1521 4268 westroads Drive T DRAWING 729 ;'!°`Ss•.VNIUr,'.�•E4.•� tiF 4-.575/1;9:1144,094.4:,7 West PriIm Beech. FL 33407 a 7� 07 •'- /O/4L.t" •,111'1 690198 4.5%1718'1,P.C. '4 79171 96.01'1:9.114.(f 441¢7 5 SHEET RE.E. 3 :/3t�S4A1 URE/DATE 6 _ 15 OF 20 • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR O HV & 'a HV+ BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH H BLADE 1 0 LY S •L `rALi.Fr I l3E LIMITED TO 105.0 pst. A.S,D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & ' / .._I/4•. WCDtrCR A 1 I SG P' .S tE ; . 1G F•' ►S A 10 , ; D_ 0 :_ I?i 0;, NG N U SO --„ / F TAPCON Mt''ADVANCED _ THREA FORsi IECHNOLOO.Y 1 1/4'a TMLLr1 OR �` I t w/I 1/2'IBn. PEIVFALON �'�.., TiFCQN WAN APA.=TI4.5EADFORM 7ECH7iGLCCr CF 11:3£ADED AFEA TO �1 `rrr W/ 1 1/2•W.FLS'..,I.ON Or 1r•RFADED AREA 70 E77°Tcl. 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ATTACK()TO STUDS Y/ sE=C" 4N;1IfiT 13) JAY WALL SILL INSTALLATION PLT1•I000 TO BE slue OF TO S1UTf�EN ACCORDANCE Tf.CORu 230_"•n" ©HV WELL SILL INSTAUAAJIOII( •5E0 NfEAtcO?,s or D 01 _ — w7rr1 SEC%KK+ 2'A9 OF TH:F.B.C. ©CON T_ or 1HC OL CE or;Sr1EE1 15 - ®HV-WALL SILL INSTALLATION - -- - -- - - FLORIDA BUILDING CODE(Non High Velocity HurrEcaae Zone; CIy �� „III Gn k T7J S 02017 TY.1300,WC. 020)7 EASTERN E1E1A4.SUPPLY,ITiC. .„,, t • et BERTHA HV Tit •-;;�E�� ASS A SF'' Accordion Shutter System ' / IILiE�CO ,11c. . . . y #,+ -V �yi I.3 KY. BADE#1 v//cR w/o xY,vd1 cchv EADE /� TIw7 TESTING h ENGINEERING COMPANY American Shutter $ysliem5 RCY.". 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IHSTALAT10r15 117TH 72011' nu 9IRATWI F:615Tn0 I MAK ASA.0_991 LOAD Av0I krt'APbtO t • n 0'-0-DAR.SPAR.THIS O HV WALLHEADER INSTALLATION »n1nTun a0 coal MT " .rsm,. ' 117 oACIS' L i ry FOR lr0001Y!/ DULY vADO t of Iv _QOR Q I:roaaAcrt;+a 1,rn'S. Q113 a�,,' CR0/19 OF 0.50 AS 0000LA.5 I-SFJ:SHEET 4 rcn 1rROAL SHUTTM Au`IU9.7 DNC.(TTb t/) i LLA.cGa R.! (AOR @• OR COUN_UTIER'1 FiT1E Ila.1. 1-MOunTs-9 ISE LSIOA. 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YAPODo PATH ADYArICEp M1400/1E SCREWS ...---:----0 -.--------:"7::::::.®" J- 1/4'i TAPcosr cP. TARED):WITH ADVARCED I • .`L i'1 - THREADFO..M 1ECH110La,Y YI/ 1/L, 20!NTS ' I TF5REi:OFOPN TEGO:OLOGY Y//1 1/2'N1n. 2•NIN, .511:!,-..PLATE Iq/ I I/Y an.PEIIER7ATIO11 0 12'O C. 1/3'9 WWI ER TA WI WITH ADVANCED THRCADFORu 2'191- FET:=TRATq:i or Tlp"s or.a r 1100. • ` OF 1.5111/DED AKA TO JCC INDLOC/V// 1 I/(•Mn,F9rETPA?CH OF THREADED -1 EXISTING v'0.o HEADER, Aril/TO 99211110 WOOD IEAOER.(SLE 50)1ED4E 011 0'.EE!IT) ,REP,t0 MST=r,IT) HFJ�DEJ?.(SEC s ;_, SCIfELA14"ON Sr?.E'T IT) �• (SEE SCHEDULE 91 P.:EET u) •sLe alma <� ;,£TOR Q^/}IV WALK-OVER INSTALLATION V }IV WALL. SILL INSTALLATION 7.1/0.11 5+ess49 el _fLOOR INSTALLATION - - - d `.3'T. c FLORIDA BUILDING CODE(Non High-Velocity Hurricane Zone; :..:".'. L•�E's�i�p� � 620171atECA.CIC 02017 EA5TERTY METAL � r v N :•.,v� H TM? I�L�E c o !tic. �, A■S,S■A■ Accordion Shutter System �3 - y RV. MACE yt w/OR w/4 Kv x+rnvly BLADE «'I�% 6702 j*: TILUT TESTING & ENGINEERING COMPANY American Shutter Systems eEv.HI ct9cATPiKn Con GRAN Eft Lc '..OIC,'./� r'fi. ; 'r"�u,T•%y1'K•'L•A1•K',O3 wLD0,rIJf�A•-••o Association, Inc, I OLD 15-Gee 77/27/17 WE: 07/27/17 7. ��/LV• S LL Ftssn 1(00:)1171•I210.Fal r(7?.)101-1511 426B WOZ(roOds Oriel 2 6/ ,..„ Le•Cca6n9 a West Palm Beach, FL 3 07 45 DRAWING No r V • •�'''�r'SrLLLI .-mor L7lacoOoo�,om tee: 1�_+O� I -•.©NAL 1:146,.' PALTER A,TROT Jr,P.L. 4 SHEET 7 P.E. SEAL%5! 1;?1TW E/RATE 110510441.7:. 4416E a ' 17 OF 20 .... END INSTALLATIONS Q HV BLADE OR cf-4 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r,,e 414 W3C 2 rot 140-44 5"45,440 2-.4"mai *Z4.....- misemissinmeg 511.25. 7.,:..44 t/04 07=., - EIMMININEINZing 04,44,..4-44/1 ,,...i41 1 /r000,0 r oc -.::4% / • . ..oc v..,os. -2: ‘ / ri 1 1 ir... 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SEAL/SobtATuRE/DATE 6 19 OF 20 I Wi HV �r t 11 A.0.03;,..C4 ' 2 ua� ; INSTALLATIONS INTO META BLADE STUD WALLSCENTERMATES L�- �� /1r1n.A.-ru -653 GPAaE a0 -I,r 1'Afv�E$ c tray G-60 GL•,.STEM C IZit J �'' .n --_ EA.,.uET„SNOS AT 16-D.G. , ® ` — m�r.-i'rrA'riurirrrn,Wun,!i O 6 0.0. 40 (f� 9��. b ,/2' .47r,_® 3a 1/4"o NOMINAL 6,o -1 l,--- --' 1` WN W/ - r� IGENERAL_LIMITATIONS PND CONDMONS OF USE ALUMINUM SLEEVE —r FOR BERTHA©HV BLADE ACCORDION SHUTTER sosa-Ts:l LGr LT 3/�a,/4••otss-i.=w� OD R ``+ 1:`i _12. r r 2< I SYSTEM Qy$1ALLATION TO METAL STUDWALLS Gan,r11v.S�TFA0t Q1' 0 6'O.C. 0 6.O.G�l I r.' I _3.OD7' „S,ra A-653 GRADE 40 Il;,i 0-� f; l Z SEPARATION TO CLASS SCHEDULE C.`yti 2 D FASTING)TO STUDS r 1 L&C,, I W/(2)00/2•TEY.SCREWS IN EXISTING MEDT 3y :11 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, - 75 (Psi) a,,,,&mi .,rna,.rri I DrrEPl><1 a,EIt1EFIDR FACE I AS APFUCAel II 0 % 2. M.AX. 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