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HomeMy WebLinkAboutProduct Approval - - - - 9CTS Home Log In Usar Registration Hot Topics Submit Surcharge Slats @.Facts Publications contact us acl5 Site Map Links Scorch door �'�lf��1�� .Product Approval ���. USM Public User Product Aoorovar Menu>Product or Aoolication Search>AnaliCation Ust>Application Detail FL# FL389-R9 - -- Application Type Revision Code Version 2017 Application Status Approved I Comments Archived t7 i i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive I West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com I Authorized Signature Bill Feeley Irodriguez@easternmetai.com I •� I 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 Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.,Tillit,Jr.P.E. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FI.389 R9 COi AMERICAN SHUTTER SYSTEM ASSOC-INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE,PDF I 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 i j Product Approval Method Method 1 Option 0 Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 1011912017 Date Approved 12/12/2017 Summary of Products FL R Model,Number or Name Description 389.1 Bertha 11V 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 Ra It 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. Design Pressure:N/A Created by Independent Third Party:Yes 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 Ft 382 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,S'-Z'for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-il"for 62 psf,9'-11"for Created by Independent Third Party:Yes i 55 psf HV3 blade yr/vrindow 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 j Approved for use in HVHZ;No FL389 R9 It AMERICAN SHIM ER 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 Part:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVi blade,8'-0"for+64,-72 p.s.f. FI 389 R9 AE AMERICAN SHUTTER SYSTEMASSQC— 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 W-0"for 110 p.s.f,for HV IA 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. I 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 it AMERICAN SHUTTER SYSTEMS ASSOC INC. Approved for use outsldi HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHIITTF.R Impact Resistant:Yes SYST.PE) Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.16'-O"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., DRAWINGI7-106 PRODl1CT EVALUATION REPORT.PDF Created by Independent Third Party:Yes I nSTei Neat I ' I� f&:1a1.111.::?dot atur Stang Past_rosah lea R 92i40 Piar".•850.41) .lfla4 Tt1a State or Floriw is an AAJEEO employer.Cnrnrtnht 7nn7.7n1I crate•arrl4rf9a.;;1!ri4acv 5larament::Arressi;Ahty Stxte•mcnt;;RMtmU Steiament Under Florida law,email addresses are put ocreconls.It you do not want your e•mati adamss released in response to a public-recalls mquest,do not send elcctronlc mad to this entity.Instead,CGnract the office by phone or by traditional maiL:f you have any ttuostWns,please contact 13WA87.1795.•Pursuant.to Section 455.275(i), ' Peridii Statutes,drfcct"Wooer 1,2012,uteasees licensed under Chapter 455,P.S.mvg provide the Dcpartnxnt min an email address if they hove ate.The Smalls provided maybe used for official communwation with the ucareice.itewever emad sodmenes are pubhc record.if you do net wish to supply a lienomi address,please provide the Department with an emmt address which can be made avdhaW to the pubnc.To determine it you are a licensee under Chapter 455,P.S.•please Stick I1=. Produ�ct�APPtovalAccdPtst p ; GENERAL NOTES: 1.BERTHA KV.ACCORDVJ SPIMER SYSTEM EXC'VQN ON THIS PRODUCT EA7NM. M DGMUENf.(P.E.D.)WAS BE'm VERIFIED FOR CD%?L&;%CE EN ACCORDANCE WITH SHE 2017(6(h EDITION)OF THE FLORIDA DULIDKG CODE,IMS AcEa;Z ON-S WrM SYStEM-SPALL NOT SEE INSTALL-O AT HIGH VELOM HURRICANE ZONES. DESIGN%W LEADS SHALL BE MTEAMDIEM AS PER SECUM 1620 OF THE ABOVE USAITCUM COM FOR A BASC VI"SPEED RMM:,;WD Sr THE JURWICTION WRER-SHUTTER 6 LL TABLE OF CONTENTS BE MISTA LED VAM A LIt•rE'®=WTY FA-"MQ Kam0.85.USING ASCE 7-10 AND SHALL NYJT EXCEED THE all MM(AID.)O'rSTW PRESSUR`s RAIIN S CVD:CATED ON1 SHEETS 11 TRW 15.19&211 0J ORDER TO VEWy THE ABBE camDr.IGfy ULTIMATE O:MW WS,o LOOS 0-`iMWN71 PER ASCE 7-10 SIML RE FIRST REDUXED TO AS.D.ITMM WIND LOADS AREA 1: W BLADES M& � BY MULTpLYI,G T1•EM BY as w CAOMID COMPAFr THESE Ti/UA:L(ASD)DESIGN PRESSURE RATR,OS Ui0.WED ON SiV-M it THR71 15.19&20. GENENUI.NOTES SHEET 1 LY GW-R M VEFN Y THAT CFIl.4Aoeas=grim ON um P.CD,AS TESTED.YOM NOT OVER STRESSED.A 33 R IWER c M ALLOWABLE STRESS FOR WWD LOADS WAS tip USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOST:`EF+ A WOZ fMRALCi t FA-MR CD-1.60 WAS USM FOR VMFICATIOV OF FASTEDIE12S IN WwD. SYSTEM COMPONENTS 21-37 SHM 3 EM,fA H.V.Aepao=q=TER SVSMjrS ADEQUACY FOR WIND AND LARGE.66SSILE IMPACT LOAD HAS BEEN VERIFIED IN WM SFCTWN 1609.1.2 OF THE ABOVE 19MMNED CODE AS PER TYPICAL SHMER ASSEMSLY 33-44 SHEET 4 AIL FSPORT& TYPICAL WINDOW BLADE&WMDWI DETAIL. -IN Bt1MEO /0214.01-W.Q071501-4U3 11004.01-05.F1214011-O5.p3t7.02-06,ffoWS.01-10 AKO p2.10.01-11 AS PER TAS-201,T:Rs-262 AND Trs-M3 PROTOCOLS AND ASDA E-IM AREA ?• W BLADE(1D AND-BY Y WINDOW BLADE �A AND E-1896 SW:D=S OILS -r LE+iEt D.WSID ZONES 1.2&3)do 11=01-10 AS PER TAB 201.203&20 FROTOCOLS TAB LOME (NERE APPLICABLE) -HV Y.L'.EO7r LADE Q$DSO I-00 AS PER ASIA E-1886 AND E-1996(UMME LEVEL D.WND ZONES 1.2.3)EASTC PROTECnO7r7 CMO_Y Ara#07=1-68 AS PER TAB 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SNEE'T 5 INSTALLATION OEIAILS A-F.CONN2L,s•TE/ELOCK SHUT 6 2.W SU(M ai AND RM 7005"SCAM E3 ARE T2UT.,EERED TO WORK IN UNISON YAM EACH OTHER UNDER THE GENERAL LTATAODUS AND CONrMMS CF USE bIDLCATED ON SHEET 19 iNSTALLAnon DETAILS G-M.CONCRETE/BLOCK SHEET 7 3,BERTHA FL%A^.6ORMU Li[S(W SCREWS).USED AT GLADES KNUCKLE AND FOR DIRECT MOUNT COMaMON TO TRACKS SHALL BE 114c275'AND#140.75'RESPECTNELY.41G-W MINIMUM SERIES CEN ER!MATE ALTERNAILSATING NG SHEET 8 STAINLESS STEEL SCP.EY.S VW"13M W Y£ND STRFl vTH AND 180 Si TENSILE STRENGTH.PINS SHALL 8E COATED VXH SERIM W OACROSW ID COATING SYSTELI AS MANUFACTURED 8Y APPROVED CEFDERTJATE AL7171NAnNC OETATS 11Y SHEET 9 COATING APPLr.90M,PEOSFER21 WITH AMERICAN SHUTTER SYSTEMS ASSOCATO f PINS MUST BEAR THE HV LAA4l(ING ON TWR WAD. END CONNECTION DETAILS 1-6.C1INCe7ETE/31.C)17G SHEET 10 4.ALL A YCOJU E1MPM S SHALL E�AL,M IUU ASSCCWTON ALLOY At9 TEL M AS INDICATED ON SHEE S 2 AIM&M1NMU11 VIEW STRgWM FOR W63-T6 ALLOY is 30.0 W AND 35.7 Lai FOR L UAIDMUM SPAN TABLES JRc'ET it 6L05-75 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5,ALL SCR025 W BE STAMESS STEEL 304 OR 3t6 AM SQ8F5(LR CORROSION RESISTANT COATED CARBON STEEL.AS PER 014 SM18 VATH 50 W FAN.YIELD SIMIGTH AND 90 Lai MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL CCdls'LY V7/FLOQriA SUW743 WDE SEC IC3 2411-3214. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6,SOLIS T)EM ASM A-367 M1WtWM STEEL.OR AM 304 OR 316 SERIES STAINLESS STEEL WNM 35 Lai kkNIMU N YEW STRENG11L ANCHOR SCHEDULE-V=D SHEET 15 7.SEE THE FOLL014INIS SHEETS RCP.ArIc HQR SPELTTFSCATIONS:HV MADE O: 12.23.14.15 AND 20 VSTALIATIC14 DETAILS U-R.WOOD SHEET 16 INSTALLATION DETAILS S-%,WWD SHEET 17 HV BLADE 01 &® MRIKING IN UNISON:12.13&15 END CONNECTION DETAILS 7-12&X.Y'D00 SHEET 18 B.THIS BERTHA I/.V_ACCQPCl;ONN SRIILTER TMEM SEARS A U.S.PA➢FAT ff6.779,582.COMPONENTS CF THIS APPROVAL ATE COVETED.IN WHOLE OR IN PART BY US PATENT BS'458.179 SSUED TO EFSTM METAL SWIRLY.M. AREA 3• W WINDOW BLADE OR-ONLY 0,IT SHALL BE Tiff RESPOCS3'BTiY OF reZ COkTRACOR TO VMFY TFL SOMN'FSS OF THE STRUCTURE WHERE Sh'LITTER S TO SE ATTACHED TO CMRE PROPER ANCHORAGE COHTRACTCR TO SE WCAULK ALL SHUTTER COWCUENT EDGcS W W REM,IM T1UCC1 FASLEPa,G IN CO==CUS CONTACT WITH THE BULLYN'G TO PREVE VfNT WRAM IDRUSIO'L TYPICAL SHUTTER ELEVATION SHEET 19 K 10.EACH LTJR MUST BEAR PEPMW0JT LABEL IN A VISIBLE PLACE wTH WARNd,G NOTE DURING FOODS OF MURRICM'E WARNNGS HOME CW'IEX TE=4T.OR OTIiERS,MUST PROPERLY CLOSE ALL W AND HD AREA 4. W_ WINDOW BLADE(f)ONLY C71TERI.OUES AMID Q,GACE 02 E=ALL Wr Afro 10 LOCKS. 11.SHUTTER U&MfACIIAMIS LABEL.SHALL BE LOCATED ON A REANAY VISIBLE LOCATION AT ACCORDION SHUTTER iN ACCORDANCE VAT"SECTION 170.9.3 OF FLORIDA 6UMI G CGDE Offfi LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 FLAC£D f6R DS?f CP¢,EIRG.LABEINNG To COMPLY 741H SECTION 1709.92 OF TLC-FLORIDA SU4CANC CODE. 12•BERTHA N.V.A=1100.1 SHUTSEP.SYVra"S INSTALLATION SHALLCOMPLY V+n"SPECS INDITASEO IN IRIS GROWING PLUS ANY SUILIMG AND ZONING REGULATIONS PROVIDED BY THE JURSGIZVON WEREPERMIT IS APPLIED TM 13.(a)1103 P.EO.FP--P"-D BY STOS ENGR:EER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRQIECT.La a-HEK THE SIDE CGNMCCNS DEWITE(RCN TtC P.E.O. (b)OGHTRACTOR TO BE RESPONSIBLE FOR ORE SEI EC ION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PROOMT,BASED ON THS P.E.0,PROVIDED HE/SHE DOES NOT MIATE FROU THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS CETJAW 001 r,4S DOGU%0JT_CONSTRUCTION SAFETY AT SITE-ISTHE CONTRACTDR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)Ufa ME.D.61M BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. WP M PRUr-CIS S.+AP.L BE PREPARED BY A FLORIDA REGISTERED UMTER OR ARMTECT MACH MLL BECOME IM ENC3'EER OF RECORD(EOR.)FOR THE PROJECT AND WHO WAL FEE RESPONSIE FC..THE FROPER USE OF THE P.EO,ENGWEEsR OF RECORD.AM%G AS A CELEGAIM EhMiZ:R TO THE P.E.O.E.NGMM SKNIL.SUBMIT TO THIS LATTER THE SUE SPECIFIC DRA'&UMS FOR REVIEW. _ fL ❑ALA 1T (a)OFI TNAL P<.D.SHALL SEAR THE DATE AND O:=VAL.SEAL A'+D 9919LTE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High VelocityHUffICOne Zone jlNrurriu�.r� T. 02017 EASTERN METAL SUPPLY. INC, '�E .... �T i mon TaTEcro.INC�;,�cNSF•:`'�, BERTHA FIVINI ■■ A S S A Accordion Shutter System. ItV.E C O 1 N 1:. ■ ■ ■ ■ 1 W/OR W/O ItV.iMNOUY![ y/ �� American Shutter SystectLs Ev o�caPllou DATE Taus,er L c "6Y TILUT TESTING & ENGINEERING COMPANY Y lY HUMS 0.p.AST SL s..`AS AS�'1.•CA fIN.�O15,FLaan1 33166Association. Inc. + OLD 15-085 r7/z7/1 DAsc o7/z7/» Phone:(30S)071-1530.fa::(30)871-t531 4268 Westroods Drive 2 DRAWING No >N�•., . R `�11�� a-mcc t�Jle go�s.cz, West Palm Beach, FL 33407 i 1 7-i G7 -'SS�ONA4E WALTER A r1UF At 1 FLORIDA Lh 44167 5 P.E. SHEET If.SDttf S49Ndk/DATE 6 1 OF 20 VFRES ' o o Uor, 1.2 02; $o p•Oi • 0.454' `0 n 1 le ` HV SOLlD BLADE '75 ARTER 0 HV 90'/180'ST 3�HV UNIVERSAL FLOATER p OUAL{FlED FOR USE W/ COVERED UNDER US PATENT $ 5453179 QUALIFIED FOR USE W/ 1(V BLADE(D 0HV DIRECT MOUNT HY BLADE 1Q 1A HV WfNDOW BLADE* 6005-75 ALLOY AI1D TEMPER QUALIFIED FOR U(��)E W/ HV 6063-16 ALLOY AND TEMPER -SEE UVITATIOHS OF USE OF BLADE (DON SHEET 19 6063-T6 ALLOY ELLOY Aft TEMPER ,12- . - 4-' FAGS-% ALLOY AIM TEMPERew a R) 0" J 2.6. " n 2 L� pill; n MR) '\� .yy4• .6 .00D• .670' v 072 $4 A 4.rs97" n g 15- 2.M. y o 4 1 1 7" i. �\ Q HV ADJ. ADAPTER W/LIP -� 2" ' z2V' ° QUALIFIED FOR USE V1/ HV ®HV WALK—OVER TRACK 9zo ©tiV AOJ. FLOOR_TRACK 6063-T6 BLADE ID QUALIFIED FOR USE W/ LLv ®HV TRENCH TRACK - 3. ALLOY AND TEMPER BLADE Q1 OUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AM TEMPER BLADE(1)ONLY. @ HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER OUALunED FOR LLOY UE W/HV 6063-T6 ALLOY AtD TEMPER VARES 1 60b3-T6 BLADE 1) iFJdPER Vaa. mr� -1 1 n B._- �. n 670 ' c n &5291- 11 HV LEWD (1 HV HEADER/SILL {{�� 13 HD CEIUNG HEADER/SILL OED FOR US! W/ HV BLADE 1 ONLY, QUALIFIEDOF603R-t6AlLO�At,D TE ER�ONLY QUALIFIED FOR USE Y// HV BLADE 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDTIY, QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER BLADE iQ ONLY• 6063-76 ALLOY AND TEMPER T COY.PONENT A B 71 T2 I X Y t SLY, MAi ,BL t 2' I 2" 125' ! 1" 1' °II62' Q 2' 5'MAX 1/8' 1/8' f6 2' 5"VAX. 0.192' D.192" 16 SIDE ANGLES CORNER POSTS QUAM*-JD FOR USE,Y1/ HV ALUMINUM ANGLES 9 24' 7•VAX. 0.190, 0.1se" UALTFIED FOR USE YI/ HV BLADE(D QUALIFIED Fa USE W/FIV BLADE D 6063-T6 ALLAY ANO TEMPER BLADE D PER,) YTEM �7 2• V MAX_ 0.13A,10.131" 6063 T6 ALLOY AND TEMPER 6063- TEMPER III FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t11 )t 02017 EASTERN METAL SUPPLY,L:X- � t! 1Y1017 TLiEtO.INC.11 .-..•• <1�_ BE I A HVTM /TlAS Q Accordion Shutter System E L OO 1 N e. . . ■ ■ FLV-BLADE#1 W/OR W/O KV.4NWW BT. X y/ American Shutter Systems Dc3cwPn0r1 ATE O DAIr 6Y: e OtWR1 � Q„( I '*• TiLLIT TESTING & ENGINEERING COMPANY Association, Irt1s. 1 OLD 15-065 /27/1 aAtE 07/27/17 ��((TF fi355 Ilq.35U.SL,Ste.305,VAS r M GAFMV:4.nMFMA 331 Phone;(365)971-1830.Far:(3D3)871-1331 4268 Westroads Drive z DRAL'11NO NO :��;•.•, RIO , ,��T,�,� ES- 7878 19 CO" West Palm Beach, FL 33407 4 "_'07 tS \11L` l c iilsi 3 SHEET P.E�/ rE/DATE s 2 OF 20 t ' 1<--M CAST / rH¢rA'•D SOMD P a1WEl 1fk+.</Cfa PAY33)vRtRED C'm Ptn31Ea I !yJ 1 $ c v3� o A7Uf o °mi• �j `o aSB. A162' Sur ` `( JEZ%4=) HV CENTERMATE FLO C go / V LOCK) ® 1�/ EGRESS LOCK QUALIFIED FOR USE V!/HY BLADED&_t®ONLY 6063-T6 ALLOY AND TEMPER OUAZ7FIE0 FOR USE W/ HV BLADE 1- & ONLY a S. QUALIFIED OR USE W/-HV QUALIFIED FQR USE t HV 6063-T6 ALLOY AND TEMPER 'D` V C C NT RM BLADE& t®ONLY. BLADE Q k ONLY. Q AMED FOR USE W/ HY BLADE(I)ONLY -•I 2`50'O.D, 87<- FA)63-T5 ALLOY AND TEMPER- PLASM MOLDED TO y'-)t�f 7 -I SC TO °R 's 7nfL77 -2 Sa,Et7 � n :36a'AFTER pYE7t1RG 114 "O-20 x 3/4" MORE�r�u1c S.S. THUMBSCREW `�. 1/4"0-20 R{VNUT*' L rn IN g - a S #SERJES a,<4 GLL9L'W(2a2G-73 ALCr)viffiE nsJX6 MN ,r -% ><rY , 9+EEr/8J1SM.PAW 0 0820.AS tJAMrACaMEO BY AVOEL 1. r" - CHERRY TDMRM.PAiSrWD(r..NOV JERSEY 070M OR EGLL4- PLAN a 1RC"7 ATM HV MALE " " LOCK CE TE A ,<, „ HV "T" LOCK HV ALTERNATIVE LOCK 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE 47/ HV BLADE 1 ONLY t9 HV FEMALE T LOCK CENTERMATE �9 QUALIFIED FOR USE V/ HV 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE V! HV BLADE(1 ONLY QUAUFIEO FOR USE BLADE 1 ONLY.J QUALIFIED FOR USE WJ HV BLADE LOONEY 601i3-T6 ALLOY AND TEMPER' VI/HV BLADE Q ONLY. _ 6063-T6 ALLOr AND TEMPER -,917 ,r �5. Q 31sT o _ CnZIDE RN 214- L;tp •(\-IIWI'IHr CYIMBER DR 21<- � 1g1'cnxRDJt IR • ,� .`� n 0.873.1Ir. 1 ,125'1Jaa. 31RD -CENT—EPMATE W1 N 0—CENT—ER OCG ROD 63 H C A KING RO LOCD O°° o - OU iAURED FOR USE Y!/ W BLADE & A QUALIFED FOR USE III/ HV BL// ADE i & 6a63-T6 ALLOY AND TE.MPEP. HD CENTERMATE'SINS 6063-T6 o ALLOY AND TEMPER' m VARIES,12-mJ. QUALFIED FOR USE W T//HV ELADE & 1�1/C—20 S-&CR 3/r*-IS t. 6063-T6 ALLOY=D TEMPER' ACMTHDY87URN AL T1A3,85p�W3. 11/2- I,YLL�Dr3t OR riff �® LOCKING 000 A ,/<•p D 0 OUAUFIED FOR USE W/ HV BLADED � L37so 6063-TS ALLOY AND TEMPER C6) HV 3,/8"0-16 ACETAL � (3� FiV 1/g" �-20 AISI 304 BY REGENT HRR077ARE uDRTI�LOCKS SERIES 2333 HOOK EOLT LDCK. 6YSTAL.ATfON WILL REQUIRE A 7J16-HOLE THUMBSCREWS 'SERIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLADE D& (A ED DRILL AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR ,y HV BLADE(D QUAUFIED FOR USE V1/ HV BLADE tQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 111'1 T! 02017 nLTECO.INC. 02017 EasTERN DETAL SUF'F2Y,WC. Pam.••\CEN�ir'�' BERT A TM �+ S S A Accordion Shutter System ■ ■ ■ ■ H.V. BLADE#1 W/OR W/0 H.V.WMOW BLADE * d' /• � 7 American Shufter Systems REV.U. DFstamnat DAM DRAWN 9Y Le. * TILUT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 15-GaS /n/1 D.1z 07/27/17 -O`• STATE OF 6355 N.W.36 A St,Ste.3M%9 �A G1AIIJ6,nO�f 331 4268 Westroads Drive =12� '- Pro",:(305)a71-1530.Fo.:(=)971-1531 DRAWING No O ---�� a--k rt..G..L cm West Palm Beach, FL 33407 3 17— 07 pRIDQ`:=,�kr�t` ®Gocs7,9 < NAL7ER A.7WT Jr.P.E P.E SEAC1dMA R>'f DATE rto saR L 0 44167 a SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR �— HV M HV 0 - - -- 3/8 1 . _ . . - - - '- •oB ce 41 h� i i o'zs� HV BLADE 7 fig+ / ro euDe 1A fe7s�— ® HV BLADE 1A tN Y:it�(!Yt BLADE 462S -0625 .0625' f + fa75' Y 0625 ® HY LONG RECESSED NYLON 8USHING 30 ; zp� N C (12 oEtu 0.0625,' t .. ® HV SHORT RECESSED NYLON BUSHING I i e17 3 50' ® HV NYLON HAT MASHER- IOR® ro'�' _ �ruv vo!mc:a .y ® HV WHEEL CARRIAGE AISI 302-303 SERIES Ail 0.870 z3/16"THICK NYLON WHEEL. CJ I ~-�- 2 7/� hV v,R00rf D.18$'m ALSt 302 SERIES S.S. RIVETS t 15'O SEPx4ATfQ`4 '�' 3.7500' I MAENE A625•euc -D62S ® HV 1 3/4'ACCORDION PIN W/ 98 HEAD * EXTERIOR "' o D�E74c+Ds 4m rat/ails g-.tee v_r .7500' HV 2 3/4-ACCORDION PIN V!/ #8 HEAD k 41 I47�j"7t_o a!• 2 f/4• ! + TYPICAL HV WINDOW BLADE 0 AND �e POLYCAR30NATE IMPACT RESISTANT HV VANDOV! j 7 f L gg 3 POLYCARBONATE HV WINDOW DETAIL OOR� 47 or 4U3 m.rs. 43 .•,' r(SEE Nwe FOR •I _ 6SIUELIEMS) I (FOR ® tic POLYC4 OVATE RAPACT RESISTANT HV WINDOW I GAYER M&<ROLON 3103 POLYCARBONATE i f i I 12'ue1 eLEJ RESINS, UV-STABILIZED GRADE OR SABIC To BLAZE DOTr 1A INNOVATIVE PLASTIC LEYAN 103 RESIN o� I (SEE NOTE -F ON SHEET 19). O OR® ; f (1) H EXTERIOR V PiN @ SHALL ALWAYS BE USED AT ALL EERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM V// HV 1Q OR j ® I POLYCARBONATE SOURCES FOR 4a HV 1 BLADE. ! i EXTERIOR APPUtOM ccsus © TYPICAL SHUTTER ASSEMBLY 1tt-0CIL42C7ERSFS snlmA9s �, .. (2) HV PIN ©MAY BE USED IN UEU OF (7 AND ONLY A7 �s j�P7N Q aE%TERmR �EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM Y/ HV tO C0.324' SM NOTE t FOR s 12mr, AS10W92 "43 ro! amps cT'BLADE V/HEN CORRESPONDING TO INSTAL.LARON "Ii , SHEL'T 7. REQUOMtENTS)��) u�r+ 1YP. I S T+le9E I=S:m=" A=a0S0 9.490 9sL 9=pA1 nil'=M1.7t AT mn Am 9M 12,^Aa F-" 11,09 P/L (3) FN PIN ®OR ®N!/ 1/2" O.D. 1116" THICK S.S. WASHER ® I I i 'SAL UGMUG ASW am =-to a" ub.=P'L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Q� i i i �am AMU=6 to F7-tf f7 rr-w' SHEET @ i�i �: 1m��mx�+nckz«vcncs. WHEEL CARRIAGE dETAIL V ; 0°s" ASW 02E45 472 z e4.5 z 1w a. ®SSEMBL LAYOUT PATE OF DDT= ASN Dms a-I am c-1 nAW N.'�S. MF 1WICN ASTII D1919 ICAa T WD T JII`OZM AS'N G13 IM.S111M N AIMI PCO MS 9Xf2 PAL ENO P..I. J) HV BLADE SOLID & fQ HV WINDOW BLADE DETAILS IUME SOM gff`g`TAB`'° ISM M I S"I P-11 era a" N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' ............. SSE :✓�^� C2017 MTECO.NC. 02017 E�(a"TER1V METRL SUPPLY,01C. BERTHA H w MIL E C O 1 N C. ASSA Accordion Shutter System H.V.MAX#1 W/OR W/0 H.V.vAtmDw aaoE ' TILLR TESTING & ENGINEERING COMPANY Americana Shutter Systems R DCSC7L MF4 DATE DRAWN Sy.- L.G p,�'• ,`p asss � zas w �aLoxcA„� Association, Inc. + oL) 15-065 /n/f, o7/z7/n {' � P1 Q` �4- one (: ws)an-fss0,rcA:(ws)e7f-Ls;f 4268 Westroads Drive 2 4SS�.... EaC> 41 4-mo'D L714e0O-1.e9rt1 West Palm Beach, FL 33407 s DRAWING t o07 m-00W719 4 AArr• W'AL7LR A TBLT dr.P.E. P.E. SEAL/S4GHATURE/DATE PLOD u` a µf67 6 SHE A OF 20 ILI �• �'1�QTES QN HV LACKS AND CENTERMQTES.� �� g�.�s,«�s�•3�.�L 7,MANDATORY CONOmON 11:ONE HV LOCK�a SHAH.BE Y!<®A7 1/2 OF SHUTTER SPAN FOR kNl'SPAN OR A2'ABOVE OR OW 2 OF SHUTIEFL SPA4 OR SPANS UP TO 1w,AND FOR U{ST RON5 T ANY N ELEVATION.EkV LOCK or LfAY USED AS AN INSIDE OR O1Kis!DE LOCK.ATTACHED TOW OR W r- 1 1i n m CENiE[it 4TES YJ/(2) 1/a'o-z0 x 1/2'LONG FLAT HEAD S.S. U.s.LOGigAt of LOCK SHALL BE AS INDICATED ON TYPICN.SHUTTER FJ,EVATiON. CONDSTION it IF pESiRED,FOR BETTER PVZFMW.ICE OR FOR SECURITY PURPOSES, UP TO TWO HV OR qq f.Ae BE USED AS AN LNSIOE OR oum-De LALTC.coNaE670!OF LOCKS TO CEN mIA7FS f13J s o�Hyr OR SHALL BE AS INDICATED ON NOTE(1)f$PJE 121 ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4 « � SL` 1Y/dSc H— �a' LOCKING RODS 5 ARE NOT REO(JIRED AT URRTCA,NE POSITION, BUT MAYUSED 29 HE USIED IF DESIRED TO ENHANCE SHUTTER PERFORA+ tCE, LOCKUIG PODS Qp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POStrw), t� r 4.AN1190RY CONDITION/2-ONE W LOCK 3 SHALT.BE USED AT CORNER CENT IAT9S FOR ANY SPAN AND I,YSTALLATRWS AT ANY ELEVATION.HV LOCK(2 a SHALT.BE USED AS AN OUTSIDE OR INSIDE LOGO, 2gt ATTACHED TO Q�CORNER CEPIIERAWTE YI/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.Tp0 LOCKING RODS AT TOP& B01TOLI SHALL Be USW. LOCATI0.`K OF LACK SHALL 8E AS MCATm ON TYPICAL SHUTTER ELEVATION. 1 S7 y MAXIVU17 SHUTTER SPAN SHALL 13E DETERMINED AS PER SCHEDULES SHO UM ON SHEET 12. '' 3y3B8 `- S• RY_CANOfrtON�1 Y��.44SLY-.£S7RCX W/ (�fu +tES✓2�f o ¢a5_noe u � r OI E ALTERNATE HV LOCK 2E MAY B_ U IN UEU OF W LACK 2�D erg FOR ANY SPAN I,LID ��xe: IrISTA1tAT101N5 AT ANY ELEVATION.AlYERNATE LOCK Q MAY 6E USED{+S AN VSIDc OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0--2Ox3/4-S.S. THUMBSCREW TO 0 OR CFMERLA7ES SHALL BE MADE V// 1/4'0-20x3/4'ALUM• t i o E g'S$' DSe RMIJT AS SHO;7N ON SECTION HVF-SHEET B.ON�LOGC SELYL 6E USED Ai 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 1� B. MANOATOW CONDIDON 13 FOR KEYSTON MO LNCYA1Ien0nc• ONE W LOCK 0 or 6 or @ SHALL BE 11 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BaO.Y 1/2 OF SHUTTER SPAN FOR SPANS UP �—•�-- L 1 �i TO BB'.AND FOR INSTALIADOTIS AT ANY 4.EV0.710N.FN LOCK @ or*or @ MAY BE USED AS AN INSIDE OR CO S' 1 ) ouTsmE LOCK,ATTAcHw TO Q os 0 SYMKIETRICAL CEN ERvA7ES W/(2) 1/4'-20 x 1/2-LONG FLAT HEAD 5.5. Tao tf j ' �St M.S.LOCATION OF LOCK SHALL BE AS INTIMATED ON TYPICAL SHURER ELEVATION. USE KIN OF LocG PODS�'W/34 DICTM-5 Co OR 03 TOP AND BOTTOM IS COUPLETELY MANDATORY. sdl€E7Ti 7O"AYYY LT`(j� YYY VVV01 10 tUti W n n ti I OF CORNER KIEGHr, *NQTES QN HV "T" LACKS ANO CENTERMATES• _ CENTERMATE 1. O O O O $L.ONE ALTERNATE F!V'f'LACK 0(9 64AY HE INSTALIFA Ud LIEU OF ITV L0Ck5 OR - FOR A,NY SPAY HND w w 6 • ca 8 w10 4- iNSTAUATI AT ANY ELEVA7iQN.ALI�R,WTE LOCK( .LAY BE USED AS PTN 64S,D£OR OUTSIDE LOCK.ATTA.C10tFlTT of LOCK INCLUDES USING RE NFORCLNG LOCXER L ,f5 SHO1rfN 0.N SECROY HVG,SKtEET 0, YHtCH LIUST Bc lO• P L J�i7•1, w:+rlEctEo ro cENTTS2nlAtEs�'ANo�9j w/ 1/4-a-zo x 1 TJ2'LDNG ss,rHREADm BCLv tv/7/s G x a/3a' ��^^�� YTNGNUT GR W/ i/4'0-20x1'S.S1.LS_ UN70 A 1/4'0x 5/8'f2Wt1L LOCK VAY 8E INSTAIJFO Ai LIIDSPAtt OR 12- 6 '� �J°R©•O'"�1-��0i MAXIMIRA ABOVE AN BELOW 6fIDSPAN, USE OF NNO LOCitlNC ROBS S TCP AND BgTOtd IS MANDATORY• i:5)- i@g ce�.CS)- 07 m ®'�°'t e'�`°T 9''!�"T 3• *.MOTES ON RD LOCKS & CENTFRMATES- i.RDLOOCK 334 W/HD ctumL:ATES a1 Olt T„�' K/Ci3 :ONE ALTERNATE HD LACK VAYSE USED III UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION W LOO61j�CR 74 FOR ANY sF%-'AND INSTALLATIONS.AT vre ELEwimt.ALTERN-ATE HD LACK ja MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDY,LCCK.ATTACHVENT OF HO LOCK T��4 700IS W/3 j4L1 x 3/8'F.N.S.SM.S.,AND INCLUDES RSU'ORCEUENr INSERT' AS SHOWN 0..4 SECTIONS 1-103-HVB AND KBC f=.SHEET 10.LOCK MAY 8E 11,51ALLFA AT MMSPAN OR 12'NAMUM BELOW OR ABOVE ANIOSPAN.USE OF Lc=%,I RODS @ is cc)wu-rELY OPDottai- - FLOPMA 81 ING CODE(go High Velocity Hurricone Zone, {{{ 4`1',•. ✓:' 02017 T&M-CO,atc. 02017 EASTERN AlzrAI SUPPLY,INC. ucErrsF.. 9 BERTHA HVTM �6�,, A.S.S.A.!L EAccordion Shutter System (LV,9-ACE$t W/OR W/0 iLV.AT(N00W MACE American Shutter Systems c, DEy/RIPTDN DATC DRAAN FY: I-C. TILLKT TESTING & ENGINEERING COMPANY G=u.a.3s:n,St,S(I Soy,MMR rytattM FLOMA 33ACC Association, Inc. , I OLD 15-085 7/27/1 DALE 07/27/11 ' A Ph*-n:(303)871-1530,Tm:(303)871-1531 4268 Westroods Drive z IL�ocookc"' West POIm Beoch, FL 33407 3 DRAWING No WALTER A.TILM Jr.P.E. 4 17-1 d7 P.E. S""—Si RE/DATE FLOFOA Uc,d 44167 s SHEET 6 5 OF 20 POURED CONCRETE PO OR CONCRETE BLOCK REOLMED 1/4'0-20.3/4"S.S. PMO URED (SEE SCHEDULE ON S�qw 13) CONCRETE ANCMDR', A , CONCRETE / /— 1 20 IE f t ., / 11 (SEE SCHEDULE ON', ,7COXCRETE ANCHORS X/ uoww,(2)0,.j SHW 71 SHEET 13) NUTS a 12"O.C. (SEE SCHODLtE ON SHEET 13) -20.3/4"S.S 1/4^0 E SCRENS /4- 0 NUTS UST11 a -2 "X-7- 0 12'O.C. 13 CR(05 3 oa _@ @ F_ E:-3 V' 2W kt� ;k i - 12 rui. x 4 NAL OPRO J\1�1111ONAL L T OAZ UIN.SEPARAVON TO GLASS 2MMUE CH S40 T 11 EXISTING j --OOR ij ,,,S—,'---(SEE SCHEDULE Oil SHEET in SKU 59� I 0 ErJS�KGtAU.SEPARA110-14 TO CLASS —(SEE SCHEDULE 014 ge-7 I Ti, F,1S11 ALL- DEADER INSTALLATION HV WALL HEADER INSTALLATION HEADER INSTAL + KEYSTONE HV WALL HEER INS ©HV W "IN.SEPMT*A TO MASS WL SEPARIMM (S�!SCHEDULE ON SKIM I Ir- 0 ajz I OR tial.SEPAMM TO MASS Emma GL6Ss (SEE SCHEDULE On SHEET 11) al SIM is EM OnCHAL Ell x: OPTIC14AL E.O.. F LED ED E.a.- 3 cR 13 H 1/4=0;M4;S.S. 1 CAC4 Ear HEAD % 1/4-0-2W/4-SS.PkUPS CONCRETE ANCHO P. RS TRUSS HEAD L%CHLZ SCREVIS TE1. MALUSE SCREWS USVIG 1'SCHEDULE --20 NUTS 0 12-O.C. 1. 1/4-2,0 WTS 0 12'O.C. (SEE Ott W1 1/4 Fcor—,D SHEET 13) NCREX AUCVORS ts.. OR CONCRETE eUOCX POURED CWXREIE (SEE sii-�_E ON--(EEr 13) REWURED OR CMXFLIE BLOCK �wicpzm ANCHORS MM WALL (SEE SCHEDULE ON HV WALL SILL INSTALLATION;=U HV WALL SILL INSTALLATION POLKED Cot=EMJ SHEET 14) CR Cir,,CFME BLOCK WALL RECURZED HV WALL SILL INSTALLATION NOTE M CrYSTIAMN OF SECrgnM INSTALLATION DETAILS W/ I-SEE SFM 4 FOR TtPM SHUTTER C M EDGE DISTANCE 4. SEE LORTAMIS OF USE FOR ASMfaY (SEE ON SHEET 13) BLADE Tq CU SHUT 19 10 HV BLADE 2-U=11rX SE=rrs CAN BE CCUBVED iN AW=*f TO SW 9JY INSTAtIAMM 171J IijI A- r - FLORIDA ,A BUILDING CODE(Non High Velocity Hurricane Zon /I ...... 02017 RLIECO.INC. 02017 EASTERU METAL SUPPLY.INI BERTHA HVTM "IL ECOmc. A.SuSAIIIIII KV.RADE#1 W OR W10 KV.WINDOW 11ADE Shutter Systems �m tQ DESCWMWJ DATE CRAMS gr Lr_ TIWT TESTING & ENGINEERING COMPANY AmeriCOTT 6M t1w. Association. Inc. I OLD 15-C85 37/27/1-1 64C_07/27/17 01410tx P,_41�Sk.Ste.za.,%unwA clofzwr�RMA nw. 4268 Westroads Drive . ...... (W5)371-1530.ft-:OMWT-1531 _L_ —OR"IING NO --k MU-0.W.— West Palm Beach, FL 33407 3 EB-0005719 4 17-107 WALTER A.TUIT J,PZ — FLORIDA G�1 44167 S SH171-:7 P.E. SFAL/SiGNATURE/DATE 6 6 OF 20 CONCRETE,ArXHORS PCU-7w t OR CH 70 piss CCUCTETE (SEE SCHEDULE SHE' C.AZ i EYJSnNO M-mut w W%&-= GLASS 3 EDGE OF —SLAB IF APPLICABLEE10SGpc ALHE EXISTING R 010.3/4-HEX PUSHE R HEAD GE OF 13 CA 3 TEX SCREVIS 0 12'O.C. SL%IF CM4CRETE VXHCRS Le SHEET 13) -11JEC)" (SEE SCHEDULE ON OPPL(CA- EDGE OF Tx- SLAB IF EDGE OF APPLICABLE 9A9IF EDGE OF APPLPCAELE wx CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) ID MAN M C". Mi., POURED % REQUERED .040M. FLAT HEAD CONCRETE AAIL�. --(j)OR g*cOHcRETE m�titREQUIRED D.'— (SEE SCHEDULE ON SHEET 14) Ii TRENCH INSTALLATION VAUD ONLY F(R Up TO +70, -75 PSIF A.S.O. HV WALK—OVER INSTALLATION CMGN PRESSURE RATING&FOR SPANS PER C 0 HV FLOOR INSTALLATION t ScHEctrLE 13, SHM.11 ,G HV CEILING INSTALLATION ULE 01, 1/4-0 r;w azaX= Falas EXIMM fAsmalis vffm.Atozz V/ GL1*3 GLASS s1w 111 ---0 1 (D nem-ca 0 91 CIj I-FCR UP TO Cr-W ERVA 1= IT. 4-Q.C.FOR SPAI-S UAGM IhAN 1/4 6-Or LV 10 ir-W UM APRY-7 JZ A sFjr�qg M COW FASMMR W 164M E G4 I I-T TEX SCREIIS Im ""-F 1,0.3/4- 0 12' I 3/a" FIna i/4s-20.3/4'ss us RX wmas a e air- T O.S. /4 -20 MTS 6 • 7 3 OR 1/479-20&S 0 C a Irac. .4 Io 614 s CONCRETE ANCHORIS (SEE SCHUME On ;-I V/"JT 0 9- SHEET 14) _DU5W10 MA SM=UPAL I - I L@w@ L- 1/2 2 V kN.' WALL TMU(DECCPAME 17 V:- ED. SLL) `X/ O.C. EDCC OF / J14X3/4-F.H.S.O.S. SLAB F —pamw CC!== I'LL lig' 1 7/8-1 CONCRETE ANCHOR$ VOTE 13(b) SHEET 3(b) PaURM Call (SEE SCHEDULE 0.4 POURED CONCRETE ON NOTE I OR CONCRETE BLOCH SHEET 14) SHEET I OR CONCRETE BLOCK IZEQllr--D RECUM @)KUMt(E MOUNTING—FNSTAUATIO 0 HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION UMULIA SKMER VAII W-W Q P;7AINGUARD INSTALLATION t hmml t THIS INSTALLATION SHALL fty-TE FM RE191VABLE KWEN PERFORMED 1-0.-EDGE DISTANCE -Bag=or a. SEE.LUITATIONS OF USE FOR 'fie g (SEE SPECJ_ OPER. ,TIG�S 0:4 SHEET 13) ADIAM0 TO AN SLADE(9 ON SHEET 19 4-M rfPr-%SHUTTER CR ENTRANCE INSTALLATION DETAILS W/ (1) HV BLADE 2-A6OtV-.=SXWS CM-4— -'-- IN AW XWY TO SW AW fNSTALLA=L A. fi;, FLORIDA BUILDING CODE(I High Velocity Hurricane Zone) ............ 02017 ITLTECO.Tir- 07.017 E457ERN iAErAL SUPPLY,Inc. BERTHA FIVw 0. /MiLTVE_6 Accordion Shutter System —7,7c \ &S.S.Aw KV.MADE#1 W/OR WAO KV.WWH MADE American Shutter Systems TIM K, oescowma DATE O;W,'l e.: Lr- TILUT TESTING & ENGINEERING COMPANY M 26M U rUxwA 331 Association, Inc. I OLD 15-OW QATL 07 17 6355 M - VMCM G&IMUM ILOROA 331 4268 Westroads Drive 2 Pt— (30S)67f-I--3O.f-:(305)871-1531 4 DRAWING N67 —3 17 —3:W.flsrl.00..L� West Palm Beach, FL 33407 ig z"... e ?,�OAFAL WALIM A.TRW 1.RE. FLORM Uc#44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 7_ OF 20 SEE-END-WALL5 EMS 10 IB SEE noes Ou LOCWX Ron Q.if/LOM©or Q ` r INSTALLATIONS W f 1 HV 9M ALTE�,WE W LOCK®ON �g. OUT - SD' I I N _ _ ' /—FXISTWG GLASS c �k RLAM SL/LK GEIAL 1,M VMM FOR ALL / BLADE W HV CENTERMATES @�®M OR a5 ONNECTION t0.5-&@-0•©`a L7OST114 GLASS DETAILS ON SHEETS 10 dG 1 ©•O•Q�©•Q'@m " ---------------------- ------------ —————— — 1 O © ® ® ® 3 1/4' 7' 6 1/2' 7 2 Y2'x1/a'[O'- � 8 8 w 3• cx) . 5 � - (OD63-T6 AIM ALUM QPPOSING ' SYMMETRYCAL AItCLtO 'ro 1Xt:i:XEfE ( CENTERMATES 1 CENTERMATES_ Haan. raRnl;aN W/ HV LOCKK 64 Wf Ham( or LDS TO cuss .(a)J10a, /t30TT0u)6c ®t0w3/4-S-I&S.0 12' (SET SCHEDULE a5.N5.7D iLHE EiGi azt£(SYP� t O.C.FULL LFlKSf7. Z * ON se1EET 11) IN -=--------- - - ----- - - --- — ---- --- --------- --- ----- M. * ' _ / 1 su 05 -- �a®�O`O�O t0 •®� c "0 HVB OUT HVC 10•®�®•©°i©•©� HVA ®w®a2©`U7 a® 10 •®a EMS=GLASS r-POURED CONCRETE BLOCNCIZE OR ©•O7 •©oi 6(7.07 •�$41 iD•�0°(.Q"�•�aQ•�t°-- : ALL REO GLASS U r,�wsnL.c � SYMMETRICAL � I N s �+s—7 �+ W.SEPARADOM _ Gam` CO CENTERMATES ICJ OPTIONAL ®'®°W�'®�®'®a ASS (sEPSCHEDU.E 5 GUM.SEPg4iATfON — a®'®——— a * b YJ/ Hy LOCK WERIaR) ®•�a�+Q•®�©•IS OIL gfgE711) ,y TO GLASS � 3 �®~® SEESNECMEOUET i (N a R) ------ ---- ------- ---------- , f OUT CONC, 1 -_ ,� i ANCHORS a le O.C. i •� * ® *�� � OUT (ocTERLaR) HVE HVF** HVD OUT 111/`/'�/��""''�� FLORIDA BUILDING CpDE(Hon High Velocity Hurricane Zone' Q' `~ 02017 TLL,ECO,OX, O2017 EASTERN MEUL SUPPLY,INC. JCENS •;✓�i=; BERTHA HV7M a ASSA Accordion Shutter System *' i L 777:7 - ■ ■ ■ ■ H.V.BADE 11 W/OR W/0 KV WINDOW MADE TIWT TESTING & ENGINEERING COMPANY American AssocShutiation. Systems vt 15-C R DAT/77 DAM 0 La Associaftone Inc. 1 alA 15-cas /27J1, DAM o7/z7/17 �,•. �� stss h v.sr,sa.sue,vaura uxv 5)S ru 153 aft 4268 tWestroods Drive z 1L Pnoae:('.AS)871-.W .Fax:(s0g�7t-1g31 DRAYANG No �L \ Ltt a-maa cL�aoo:a West Palm Beach• FL 33407 s 17-107 /vNAL 0�111 ES-Ov MS 4 �� ,////�••l WALTER A,ILLR Jr.P.E 5 SHEET 1P.E.'SEAL�5fGNATURE/DATE F`p t u167 6 8 OF 20 ALTERNATE INSTA LAPON W HV "T" LOCK 0 HV M LE FEMALE It LOCKS CEN ERMATES- S 9) & LOCKERS 7) W In HV SLADE SM END CONNECTTON DEEMS ON SHEETS 10& 18 INSTALLATION I HV BLADE OUT IN `t f° `AM E3A�Eos,Acc cvAi Fw.==0 cN wu e W,( HD CENT MATES �? 3 A3 C1ML AS At-•Y MAL na+ms FaADC'CZ UP.K ''O u . �„�„6�•70sb 70•®"• earo oN nes S#W.UAW USED me T,A$IJ.iEAq. ENO WA+ CONNECTION - t10•®��•®"®•®°' - emti!.aa+Denathe9ccNm:Ns trEE D it.S OH SHEE15_10 ar_18 1 0.07 .®m©/+�..p� .®a . 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LOCK (EXTERIOR) V & LOCK (INTERIOR) t HVG* (2o2a-T3 Aldo VMZ PMA=Ti �trMW a•®a®'paQ•®«®'Q —- 3 •— st=m w wO *o SLCL0 A t (D toU W sw 3 1 YYH i0q Al CQAW%L5/iRCRKTiS sRA ELtf HDD—H\l_D** FLOATING STACK IR A �TIi''— FLORIDA BUILDING CODE(Non High VelocityHurricane Zone 1 s.................. 02077 SiL7EC0 J'Z .M u 2017 EAS-.Mg UETAL fiUPPLY. 171C. cJ BERT iA H T!+ A S A Accordion Shutter System TL E C O ■ FLV. 9 AOE I¢i //OR W/0 H V.Wlt 00N BRIDE • % T7LUT TESTING& ENGMEERINC COMPANY American Shutter Systems w.u Bcsaamoa DATE MAN BY: Ka Dom,% �' Association, Inc. 1 OLD ts-085 /zr/t BATE: 07/27/t7 Al(/ 6315 NA.Met.tt.,SW 306.W=4A CAFOU 3.ROW&331E O '`' 1 Prons,(3w)87T-Ts o.ro.,(sas)a7t-7s3t 4268 Westroads Drive a DRAYJING No -sONAIESP\ 111 f M-=7ts West Palm Beach, FL 33407 s 17_107 7wjm A.7LLUr jr.P.E A P.E. SEAL/StGNATUftE�DATE MMA o`1'4707 6 SHE g OF 20 EDULE #1 SCHEDULE-92 SCH�E/�3 MAXIMUM SHUTTER SPAFJ 'L+"OR 'L-- VA)VAUM SHUTTER SPAN* 'L+' ,WUAUM SHUTTER SPAN*"L+" (fQ. FOR INSTALLATIONS MI p OR -L-- (ft.) FOR OR -L-- (ft.) INSTALLATIONS rolsTa 1Ano 1 END �� CEMER6(ATES.® &®or or INSTALLATIONS YJ r YJ/ONE H,V. LOCK @ or®or�Or rcyrFRMeTFX�-� SYMMETRIC M CONCRETE & WGOD (1) L+: pA.S.0I1M ALLO'WABL.^OPEN FOR A(4`lt:pl _'--"""" & YJ/ONE HV LOCKS MANSORY L-:VAX AID, DE51GN PRESSURE FpATING• HD LOCK ®Lv/ NO LOCKING RODS or ONE HV LACK or L-:MAX.a!J 0Ha8LE SPAN FOR A(YdEH i EGA NE CENTERL41,c� 28 29 VJ/ONE 74/ NO LOCKING RODS OR Y1/ NO LOCKING VFALL A. D, C. D. E. M. N. , P. O, A.S.D. DESIGN P(ESSURE RATING. �E.Y ® IODS LtiRlltii.NG F.K & L R. 5, Lc V. to-r LOCK 3o vqw* L(1GO?G, (SEE NOTES t ft) (YALID FOR MOUNTING (2) PROCEDURE To DETERMOIE MAYWIUL1 SPAN FOR RODS 35 tT��OgPP�&+}B�O�1T1TOM t%-EE K SHM 7) FLOOR/CEIUJIX G, H. 1, It, J T, U. Y,Fi X WALL MOUNMIGS(TOP/EOTTOM)OR FLOOR/CEIUNG: CWItIM,1,1=y WSTAatAWNS 0 CCNCRETE Q.V.VM CONCRETE M,6%11ii4YG U s CUM vAzcc MA AVOI aAxlaiF G(VE1d A POSITIVE A.5.0.DESIGN PRESSURE RATING. Asa l»'e. w5a t�cra Asa tom+ V15TALlAT101r5FROWE YAL NOUCG (a xt.atm. t °10 R DEMMUMESPAN•L+'FRM S LE RUM urO FLOCR/tfLL(1:G Lgxrr6 GNVI A NEGATIVE AS.O.DESKV PRESSURE RATIG . Foot/CHRB Lomr..Kc DETERNE 1AX21M SPA14*L—'FROM SCHcPE Ld C ow-) ( a ) FUMUOU M L F (t0 1-(1) L d (IQ L-M O LfAIAWN SM.'O W SPAN'L+'OR•FI FOR 30 OR 18'-0' 16--0• 16•-0' is--w 30 16,-0" 16'-0' 15-0 .16'-0• ASTAJ.L.ATLOAts tlYTO WOOD SHALL 9E LIL07E0 TO FWAL M DET M ALLOWABLE BAN 6 EQUAL TO TN IDS 0.v+.AS.D_DESSGN PRESSURE RATING. t7sMM*9)AS DETERMINED SPAT)BE)YAMI'UfSA14 OR 35 14'-TO' 14'-80' t5'-2' 16'-0' 35 1:-f0' I4'-10• 35 i5'-2' 1fi'-ID- 40 13'-10' f3-1D• fa'-2' 15'-2' 40 t3'-,O• 13•-,0' 40 14'-2' 15•-2• (3)PROCEDURE TO OE1Tx1.0p1E VAXHl1UM SPatd FOR 45 13'-1' 13'-1• 13'-4' 14'-3' 45 IS-1- t3'-1' 45 13'-4' 14'-1 't' MV CORNER CEWER►IATE 03 MAY BE USED AT ALL VilCOM FLOOR/C W B.=MOUNH YiA11 I/GUNTlitGS 50 12-5• IY-5' 12'-8' tar-r 50 12'-S' t2'-s' FA 12•-3• 13'-1- MOUILRt1G%STr-UARONS.LOCK=SPECIFICAIFONS W/FLCOR/CBUNC MOUNTINGS: 55 11'-10' 11'-10• 12'-1' 12'-71" 55 11'-10' I1'-10' SS -11. SHA VEN LL BE AS INDICATED ON MANDATORY COMMON a2 FOR A GI POSITIVE A.S.D.DESIGN PRESSURE 60 I1'-4' 91'-1' t9'-r 12-4' Ep 11'-a' 11'-4' FA 10-2' t0'-17' M04E LTS,SFLf 5 RATING: 65 10^10• 10'-l0" u'-i' n'-11' 65 )0•-10• 10'-10' 65 9'-5' to'-I" DETERMINE Lt+=MAX. SPAN FOR WALL VDUNMG INS'TAUAT017S. 70 ity-r to'-r IV--srIt'-5- 70 TO--6' i0'-6' 7D 8'-9- 9-4' - L2+=LAX.SPAN FOR FLWR/CEFLWG F/.OEl.'d= 75 10-1' 10'-1' 1 to'-4' IIV-1' 75 10'-1' 10--1" 1 75 - 8'-9' tt0az-TTHAT,A3OMUM SHUTTER INSTALLATIONS. 80 9--f0- W-10- t0'�-0- w-9' 80 W-10' W-10• SPM'it'OR'L-'AND MAXDGl1.7' ASA.C£SM FOR A GIVEN NEGATIVE AS.D.OESICH P2ESS12E 65 1 9•-r 91-9' 9-9 10--s- 85 9-6- 9'-6' FRES9.EC RAMG FOR CVSTALLATIONS INTO CONCREIE RATNG: P W-3' 9•-3' 9--3' Iff-f- 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE U10IFD AS FOLLOWS: DETERMINE: 8'-9' 9'-r 9'-10• 95 W-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-=LW. SPAN FOR WALL M.OUNLING WSTALLAIIONS. 8'-9' 8^4' 9'-0' 9'-T iDD 8'-9' !Y-4' UUITED TO +84,-72 D.z.i. AND 8'-0' SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CEIJW MOU M4G MOUNTING®ON SHEET 7. INSTALLATIONS. 8-7' r-11' W-9' 9'-41 105 8'-7' 7•-11- 8•-4' r-7' 8'-r 9'-2' T)0 8'-4' r-7• FINALMAMMUM ALLOWA9fE SPaN 5 EQUaI.To TFW-2' t 7-3• s`-4' 9'-11• Its 8•-2' r-3' SEPARATION TO GLASS SCHEDULE M11JMuM eEiviCEN %W.'L2+. 'u- AND'L2--W-O' 8'-it• 8'-r tr-9' 120 8•-0' W-1)' (4)GO TO ANCHOR SCH RULE WTH FWAL VAXMUNr-i0• 6•-8' 87-W W-S 125 r-10' £'-r ALLOVIAHLE SPAN AND NEGATIVE A.S,D.DESIGN 130 r-9' W-5' r-f0' 9'-$" 130 Y-8' 6•-5' PRESSURE RATNG TO DETERMINE MAXIM-6 ANCHOR (3s r-r V-27 r-sr 7--9' 135 r-r 6--2' W(NO ZONE MINIMUM SPACING. 140 r-5' S-W r-r 17'-6' 140 7'-5' S'-11' ASTM E-1996 SEPARATION 145 r-31 s-9- r-5- r-3- 145 7•-3' 5'-r TO GLASS 150 7'-r 5--r r-4- 7--o- 150 r-2- 155 7'-0' s-s- r-2' W-4' 155 r-o• 5'-s' 1 THRU 3 " 160 6'-11' S'-1' r-1' 6'-T 760 8-I1' S'-2" 165 6'-10• 5'-t• . r 6'-4' 165 6'-TO' S'-i' 170 81-9' 4'-11' �67 '-11• 6'-2' 170 6'-9' ISO 6'-7' 4'-9' 6--Lr 6'-0- 180 W-7' 4'-W H V BLADE. 180 e'-fi' 4'-8' G-8' 5'-t0• 180 6'-6' 4'-8` 165 61-5' a'-6- W-r W-8• 185 W-5' a'-e' 190 5 W-4• 4'-V* S-� •-e tea 6'-4' 4'-5' 195 6'-r 4'-3' G-5" 5'-5' 995 W-r• 4'-3` 200 V-2' a'-r Gr-4' 5•-3• 20D W-2' C-2' 2D5 6-r 4•-1" 6'-r 5'-T• 205 6-r /u "�.�� FLORIDA BUILDING CORE(Non Nigh Velocity Hurricane Zone; .• r C2017 TLIDCO.24-- 02017 EASTERN METAL SUPPLY•'RIC. :......... 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MA1rn/IDA ANCHORi SPACING CM) SCHEDULE FOR A GIVEN MAX, SHMM SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D,OEM a NEG11R'E PRESSC>RF RATNG 4lND A CORRESP(1YOING IAOLUNG TYPE FOR CONCRETE OR CONCRETE SLOCK NSTA)1A)1UNS (Ss LOM MT.M E G.At H as SHEETS 6 A 7) 1.ANCHORS TO SUBSTRATE SHALL DE AS FOLLOM- POURED CON= rE/m1=WZ ROCK _ POURED CONCRETE -- - _. _ -.- - (A) TO E)MM POURED CONCRETE-(WaL CO-3 1w1 - QE WALL Set bI0uM1T G ©CERL\G 7AIIUNi1NG H iR00R TLOUNf1NG - 1/4'0 TAPOON OR UP0014'bq%9WARC_D THRECDSDRM TECHNOLOGY AUCHORS,As LWAXAMSED By LT-W.-9U'IZSL(Irn.Cc=3 tcl I ANCHORS SPACING LEGEND -I/4'0 x 3/4'ALL POINTS SOW-SET ANCHORS.AS EISTIBUTEO By ALL POWs SCREW,SOLT&SPECIALTY COMPANY.(14a fc=3 faj SPA DISM.._,._H•Rt,S;ASE FAtac �c fETu1£Paf-on-z(F0) f�CfJ LEAM E FOSR-RE Fua, 1/4 AP- -0 EWE T ca ca.RE ANCHORS W/CAP As MANUFACTURED 6Y FLORIDA FAstnr�ota .YMCA(trm.rG-2 Hal 30 40 Eo 75 90 12oJI60120 M 4a Ea 75 90 120 16a MS 30 4a 60 75 9D 120 160 205 Trott OR - 1/a o jrPER+AACORS AS MANUFACTURED BY POWERS FASTENERS,DIG..AND OS3RSUMD BY ALL PINTS SCREW,80Lr rr SPECIALTY TAPCON WITH ADVANCED CCMPAIK OR A1Fr OTHHER APPROVED UCE4SED OR AUTHORIZED VO4DOR REGISTERED WITH THE AMUWAN SHUnER SYSTEMS ASSOCt"MI 21C. It 42 10 9 8 8 6 33 1< 12 t0 9 ffi B I B 6 1{ 12 10 9 e e 6 6 TIWEADFORL1 TECHh OCY S-cr f< t2 10 9 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 0 (FGn.C.=3ItL7 RR t4 t2 to 9 e 8 6 6 9< 12 ➢0 9 8 B 8 G 14 s2 to 9 6 8 6 9 'V'L'PO.YIS 30U0-SET 14 12 LO 9 8 8 G 7 14 I2 I10 9 8 6 6 6 I4 12 t0 9 8 6 6 B ID•�TAP Y1/�• NOTES: O4 t2 10 9 8 7 Fi5 7 f4 12 10 9 6 B e e is 12 tO B 8 e 6 5 TAPPER+ AI)LTH158ftA E1SECLIEIT WTD 110URED CONCRETE OF TAPCON lrt TAFCON CONTRA ADVANCED 7}7RFADFORM 11:CF1!lOLDOY ANCHORS AND TAPPER+ A7ICHORS S 1 3/4.AhD FOR BLUE TAP W/CAP ANCHORS tS 1 1/2'. C.-0. 14 12 1019 8 8 6 6 14 12 10 9 6 8 6 6 14 12 10 9 8 8 6 5-5 - - /4 /2 10 9 8 8 G 4 ti 12 ➢0 B 8 e 6 45 It 12 10 9 8 6 4 33 A2)FWaUUA EUSED1,04T OF 1/40 x 3/4'ALL POINTS SOW-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBECAENF 74 12 SO 6 8 8 6 45 14 12 10 9 8 8 6 55 14 t2 t0 9 6 8 6 43 4 t2L S t'F us[I'IXi UnD STUCCO SHALL BE I'MAITED. 1/4'0-20 SS.MACHMS SCREW USED SHALL BE 1 1/2'LONG FJIM 14 SNoLw STUCCO 14 12 1019 7.5 345,33 - la 12 10 9 8 8 6 5 14 112 10 9 6 7 55 4 SET t9 OM.AND 1'UWAUM FOR WALLS WITH AD STUCCO. 14 12 1019 8 8 6 6 14 t2 10 9 8 8 8 55 14 22 11019 8 8 6 45 ii f2 e0 9 8 7 4 - 1{ 12 ➢0 9 8 GS 5 3.5 14 12 10 8 85 5 35 3 {a3)H4 THAT PRECAST STCN£.FRES'15T C6tNCRETE PAVERS.PAVERS OR ANY VENEER BE fISHES ON THEE SHALL WALL OR FtO 14 12 40 9 8 73 43 - 14 ➢2 to 9 8 6 6 45 f4 12 10 9 6 8 45 73 ANCHORS SHALL BE TANG ENOUGH TO REACH THE MA STRUCTURE EOVID SAID WALL nNITSF+•ANI710PAOE SHALL BE AS It EER.DON 0 Iz 93 zS BS 43 - - 1{ 12 to 9 e 7S 55 4 1♦ f2 10 9 8 6 4S 15 NOTES AI)LL A.2)ABOVE.FOR G4STAUAUONS ON tA11YL SO?tC OR EFs MOTH OR WRHHOUT PETAL S1U05 CONSULT 7HL5 QlGtt4EFlt FOR 6'-0' 14 12 t0 9 8 8 6 - 1{ 12 10 9 8 8 6 5 14 12 10 B 8 63 3 3.5. 6ASRLWlOf1 U.RO M WITH METAL STUDS SEE SHEET 20. 14 12 TO 4 17.5 53 1 3 - 14 12 10 85 7 55 4 3 14 12 8 63 55 4 3 - 44 t2 10 9 e 6 - - 14 12 t0 9 6 65 5 75 t4 12 t0 (➢9 8 5 a - (8) TO DOSTIKC CONC Em BLOCK'"M C-9O) 14 f2 6 63 ^E- 3 - - ti /2 SO 9 8 85 a5 S5 14 12 10 e 7 5 16 3 - 1/4'0 VPCON OR TAPCGN WITH ADVANCED THBEADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.S=EX. 16 I2 10 B B 8 - - t{ t2 10 fl e a 9 a 1< 12 10 9 77 53 4 3 - 1/40 x 3/4'ALL POINTS SOUR-SET ANCHORS.AS DfSTRIBUTED BY ALL PONIS SCREW.BOLT&SPECIALTY OOUPANY. 7'-0' 14 t2 t0 9 6.5 a - - f4 f2 9 9 6 s7 35 - 14 OS 7 9 45 15 - - -1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS&=UFAETURED BY FLORIDA FASTENERS OtRECF.INC. t4 t2 10 65 7 4 - - 14 12 9 1 9 a is . - 14 U2 fl . 4.5 43 - - - 1/40 TAP rP-R. +ANCHORS AS MANUACTURED BY POWERS FASWIER%INC..AND 01STR16UTED SY ALL POINTS SCRr37.EOLT tc SPECW OmeANY OR ANY OTHER APPROVED LICENSED OR Aunim EO vOIDCR REGITERE0 WRH THE AMEPICA4 SKUTFR SYSTEMS ASSCCUIum DO. 14 It 7 55 43 - - is SZ 10 9 7-5 55 4 - to 12 9 7 G 45 3 8,_a. t4 12 to 9 a 14 12 !0 9 B 6 4 - 14 12 to B 6.5 S 33 - NOTES' 14 12 as 7 55 3 - - 14 12 a 65 55 a 3 - 25 9.5 G 5 4 3 - - 9.1)OMMUM ETISEDUVIT OLIO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS ANTI TAPPER+ANCHORS IS 1 1/4'AT* 7RPCON 14 12 95 7.516 - 14 12 93 8 8$ 5 - la 12 9 6 65 4 - - VAT!ADVANCED WREADFORM TECHNOLOGY RICHORS IS I'. 1319.5 BS 5 15 - - - 14 12 t0 8 65 5 - - 14 12 8 65 5 4 - - B.-0. 14 t2 10 9 8 - - - 14 12 10 9 75 4.5 - - 14 12 85 7 55 4 - - B3)VXUUM EUSEDNE7.T( I/4'0 x 3/4'ALL POINTS SOLO-SET ANCHORS SHALL BE ENTIRELY ENtL:ODEO INTO THE CONCRETE 81CCK.710 fs 15 7S 6 s - - 14 11 7 69 5 35 - - It a 55 45 15 - - - EMEDuENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 SS.UAC 01E SCREN USED,SHALL BE I 1/2'LONG FONNAUM INCHED S7U000 14 f2 6 6.5 43 - - 14 12 85 7 5.$ 4 - - 14 05 7 55 6 4.5 - - EXIST.ACID 1'UBIALUM FOR VALLS WITH HID STUCCO. 15 8.5 53 a - - - - 14 12 9 7 6 4.3 - - I4 Il 7 55 4.5 35 14 t2 10 9 TS - - - t4 a iN B 63 5...- - 14 12 8 e 5 4 - - 8.3)Lv ME THAT PRcx0.ST STCUL PRECAST CONCRETE PANELS.PAVERS OR krc VENEER B£FOUND ON THE 035TicIC WALL OR FLOC. /4 LOS a 5 S3 - - 13 95 65 S 4 3 - - TO 75 5 4 3 - - - ANCLOFS SHALL Be LONG EN6UC•A TO REACH THE KA!N STRUCTURE BEHIND SAID WALL FrASH3.ANCHORAGE SHALL BE AS MCICATED ON f4 11 75 55 _ _ _ _ 14 f-- 9 6 5 4 - - 25 ss 6 5 4 4 - - NOTES f11).t B.2)A5011E TOR NSTALLATTONS ON MNYL S10040 OR ETTS WTTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 1115 e s 1- - - is 612 a 65 sS a - - 13 to 55 5 4 3 - - FL'R LASTALLATTCN O/LO EFS WTH METAL STUDS SEE SHEET 20. 12 t0 - - - - - 14 12 9 J 6 a5 - - 14 05 7 53 ♦3 1.9 - - (C) ANCHORS SHALL.BE 04STALLED FOU0161UG ALL OF THE RECGWA2lOATIONS AND SPECOCAMNS OF THE ANCIOWS UJUATFACTURER. 125 93 5 - t2 B 6 4S 4 3 - 9 7 aS 15 3 - - - 14 10 7 - - - - - 14 IOS a 55 tS - -1- ft3 415 53 45 7s - - - (D) SEE SCHEDULE BEL=FOR EDGE DISTANCE(E.D.)VERSUS SPAONC REWIOHSHGP FOR ANCHORS. 95 7 4.5 - - - - - 14 11.575 6 5 - - - 12 9 6 4S ♦ - - ta 12 t0 - - - - - 14 1218 Has 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SC14EDULE FOR ANCHORS• 113 85 43 - - - - - 13 8 5S 4 35 - - - 8 6 413 - •- - - UAMRAJ ANCHOR SPAC:(GS ARE VALID FOR EDGE OSTANCES INDICATED MO',9.FOR E D.LESS TFLI.V THE 11;OIWED.Ni/X/CE ANCHOR SPFB.�'. 133 B5 d - - - - t3 93 63 5 4 - - - L05 e 5 ♦ - - - - BY MtlLmriac SPACNO SILVAN Ott SCHEDULE OY THE FOLLOYNLG FACTORS 9 65 - - la{s05 7 55 45 •- - - 19 8.9 93 45 REWTCED S•i AZolo OBTA"D US,=FACTOR SHALL NOT BE LESS THAn UITOf.4tM SPAWIG CQrATED FOR EACH AkCHOR TYP-. W 14 t2 - - - - - 14 115 75 6 5 - _ - 12 9 6 4S 4 - - - FACTOR soy to 7S 5 4, 3 - - 73 ss 4 3 - - - AC[UPL TAPCDN WLTH ADVANCED TAPPER+ t25 8,5 _ .. _ _ _ _ 12 B 6 45 4 - - - 95 7 3 4 - - - - EDGE TAPCON ALL PRINT$OLIO SET E1LUE TAP W/CAP 6 - - - - - - u 9s r>5 5 - - - - •n$7s s a - - - B R OfCTATdC£ THREADFORLL TEt]i.40LOGY L9tL�Aae4G tt[T2 - - - - - to 05 7 53 - - - - 11 8S 95 t3 - ED. A•SPACTIG-3• MI➢.SPACING=3' Ultl.SPACfftC-S t/2' 110rL SPACING=3' 3 3/4' 4' - T a3 35 -1 BLOCK - - - 7 5 35 ] _ _ _ _ BEAD 1R;D CCtttREE& PoLgD OONNETE 01 ESE H4= POURED CONCRETE do POiIREO COT(CRETE(4 lrAM OX�E OQdSar.TE ROCK - - - - - n 6 55 as - - - - 9 65 45 - - - - - HV WIN DO t» E�� AOL Ea•3 f/C MN E4.2 1/2 LVL ECONCRa s 1 CONCRETE BLOCK t E .s IaL ED•3 to u 1a..21/r HCL ED.r 75 - - 12 9 D - - - - - 95 7 4.5 - - - - - 3• 1D 090 1.0 0.78 1.0 OP4 1D s5 10 ss - - - - - t03 A s - - - - - BLADE WORKING z 1/z- - 0 1 Lo - (07 to 9 - - 4 - - - - - 65 s 3 - - - - - (�1 UN{SON ♦ z- o.Tt - - Ost - t0 _ _ _ _ _ _ _ t0518 5 - _ _ _ _ gg 6 4 _ _ _ _ _ - 7 - - R3- 55 - - - - 9 6s 4S - - - - - 1 3/4' - 0.91 T6'-LY' t4 - _ _ _ _ •" 125 9-5 6 - - - ID 75 9 - - _ - - 1 1/2' 03S _ _ - 039 6 _ _ _ _ _ _ _ 8 6 4 - - 6 45 3 s - - - 6 6 < - - - - FLORIDA BUILDING CODE( on-High Velocity Hurricane Zone' - 02017 BLTEco.IN-. 02017 EASTERN METAL SUPPLY.114C ,a .•u�FA+•. BERT A H TLI a A S S�A� Accordion Shutter System o 1 L E C O �a�. � KI,BADE#1 Wr OR W10 H.v WNWW MADE nWT TESTING & ENGINEERING COMPANY American Shutter Systems .H DTscaIPMa1 CAM CRAIN By. LC. �� r ' 6355 µto 3&` 6t,Its.S05,t1F 1 GAUD:.1 arA 331 Association. Inc. i OLD 15-085 /27/1 DATE: 07/v/I7 ~ O •r,0� -� 1: (305)871-1$w.Fc ;(Ses)B71_lss/ 4268 Westroads Drive 2 DRAWING ito 0. .;`(a4 1a ,--L.It!..0 1- West Palm Beach. FL 33407 3 �VaT/••'••••EE• \Pv111I% rrAL.TF72 ODG719r.P.E. 4 1 7-107 P.E.^SEA�/�fl�flEf DATE nomw u..p 44167 6 SHE OF 20 MAXIMUM ANCHOR* SPACING fin-1 SCHEDULE FOR A GNEW 1M SHUTTER SPA" G _DESM NEGATR/E PRE •SSURE RAEN AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS M u(7L==I.d K 4:L ON SIM 11 - POURED CONCREZH--- - -- POURED Cat4rAiE1E BLOCK - - -- '- - ' ANCHORS SPACING LEGEND 1 "OVM& l T1 ENOR ORUTYa7PR0 uo14rtm7c Qt�ujEOQLR Mcehvmc ©tuufrruK rn:R taoa�lrere t60VGY,fA1_ wsplrAa. TPPCCt(OR CM Esrr[ r+nG �f kE[A=H4��(�&-a asm sm=_.ram--7r [so.a�eo1•A FnSSAtt TAPCON•lams ADVANCED 30 4D 6O 75 90 120 160 205 30 40 60 75 9O 12Q 160 gas 3D 4@ 60 75 53 1z 16O 205 3D 4@ 6@ 75 sa /9 760 20s THREADFORT TWO40LOGY /[ la 1@ 9 s a e 6 1z 1z Tz la 1a 1s B.S 65 7 T 7 7 Y 7 a 55 s 5 s s s s s s ALL POMS S07LJD-SU 3•-0- /4 12 10 0 B B 6 5 1z 12 12 l2 12 12 95 7 7 7 7 J T 7 a 7 5 S 5 s s s 5 s BLUE TAP OR(SS 14 12 10 9 8 8 6 6 12 12 12 12 05 e G 4.5 7 7 7 T 7 7 7 65 S 5 5 S 9 5 5 S 14 12110 9 fl 8 6 6 12 12 12 12 12 1017.516 7 7 7 7 7 7 7 8. 5 S 5 5 s 5 5 TAPFM+ 14 12 t0 9 SAS 6 5 12 f2 12 12 75&s 65 S 7 7 7 7 7 7 55 a 5 s 5 S s 5 8 4 14 12 10 9 8 8 6 6 12 12 12 ,z 12 95 7 55 7 7 Y 7 7 7 7 7 5 9 S 5 5 5 IC t2 /0 9 8 O G 6 12 12 12 93 e e 43 3:1 7 7 7 7 7 7 65 9 S 5 S 9 S 5 9 9 l4 12 10 9 e B 6 6 12 12 72 12 10 T5 35 4 7 7 7 T 7 7 T s5 5 5 5 5 5 s S S 14 12110 9 8 8 6 6 12 42 ]1210 11 9 7 9 4 7 7 7 7 7 5S [ 3 S S 5 9 5 5 { ] $�-0• 14 12 10 0 8 8 6 6 12 12 12 10 7.515.514 7 7 7 7 7 J T 1 S S s 5 S S s s t4 tI to 9 8 fl 6 6 12 t2 T5 6 45 351- 7 7 7 7 7 7 5 35 5 5 5 9 5 5 5 4 ME A!(C+{OR T4 12 10 9 8 8 6 6 12 12 83 8 6 45 - 7 7 T 7 7 7 S5 4' 9 5 5 5 5 5 s 4 74 ,2 To 9 8 6 6 6 12 112 9 75 5.514 3 7 T 7 7 7 45 ss - 5 5 s s s 45 ]5 - SPECIF(CAnon /4 12 f0 9 8 e e G 12 12 6 6 45 3S 7 7 T 7 7 7 J 7 5 5 9 S 5 5 5 5 0!d SHEET 14 12 10 9 8 8 6 G 12 12 6 S 4 3 7 7 7 7 7 SS 4 - 5 s 5 5 S 5 4 3 K 12 1@ 9 B 8 8 6 ,2 t2 B Ss 5 7S - 7 7 7 7 7 5 4.5 - S 9 8 5 5 5 ♦-S 14 12. TO 9 B 8 e G 12 tz ,o a 65 S &S - 7 7 7 6.5 55 4 - 9 S 5 5 5 / 3 i4 12 TO 9 8 8 6 6 t2 12 12 65 7 5 4 3 7 7 T 7 T T 6 5 S 5 5 5 5 5 s 7•-� 74 f2 /0 9 8 8 6 6 12 10 65 5 4.5 3 - - 7 T 7 7 %Z 5 3 - S 5 S 9 5 5 J.s S 14 12 10 9 e s 6 6 12 t2 83 7 SS i - - 7 r t a 7 5 - - s s s s s s a - 0 VALID ONLY FOR U? TO +70. -75 14 tz T@ 9 s s 6 - 12 12 S5 7 5.5 4 3 - 7 7 7 s5 43 3 - - s 5 5 s as 3s - - PSF AS.D DESIGN PRESSURE S'-0• t4 12 f0 9 8 e 5 - 12 1a. 73 6 is 35 - 7 7 7 7 7 7 7 4 S 5 S 5 S s 5 s RATING & FOR SPANS PER 1[ 72 to 9 8 e 6 - 12 9 B 43 4 3 - - 7 7 7 7 s5 4 - - 5 S 6 5 5 4 J - SCHEDULE @3. SHEET t T 14 12 f0 9 8 B 6 - 12 f1 7.516 5 S - 7 7 7 75 6 45 - - 5 S 5 5 5 4.5 - 14 12 f0 9 8 s - 12 157.516 5 3s - 7 7 65 S 4 - - 5 3 S 5 ♦ 3 - Q,-0r 14 12 10 9 8 8 - - 12 12 95 65 55 4 3 - 7 7 7 7 7 7 O S 5 S S s 5 5 5 s 14 12 10 9 8 8 - os 6 5 4 35 - - - 7 7 7 6 5 35 - - 5 s 5 9 9 4 J 14 t2 4319 B S - 12 16 65 S 45 - 7 7 T F5 SS - - - 5 5 5 5 5 4 t4 lz 10 9 8 S - 12 OS 7 55 45 3-S - - 7 7 55 4.5 33 - - - 5 S 5 45 35 - fa 12 10 9 8 B - - 12 11 8s B S 35 - - 7 7 T 7 7 7 45 - S 5 3 5 S 9 S 45 14 12 TO 9 8 9 - 95 7 4S 35 S 7 7 7 55 45 - - - 5 S 5 5 45 33 ^ 14 12 to 9 12 9 6 5 4 - - - 7 7 7 6 (5 - - 5 5 5 49 6 it 12 10 9 8 e - 12.195 6 5 4 13 7 7 5 4 3 - - - 5 6 9 4 35 - - i1,-0.14 12 1019 8 e - - 12 t0 7, SS 45 75 - - 7 7 J 7 J 7 !9 5 4 14 12 10 9 6 9 _ _ 65 66 , 35 3 _ _ 7 7 H V BLADE ONLY 14 12 11019 8 6 - - t1 B 5s a - - - - 7 7 T 5s as - - - s 5 s s 45 - - - t4 12 10 9 8 15 83 55 43 3.5 - - 7 7 45 35 - - - S 9 ♦3 35 ] 14 12 10 9 8 - - - 12 95 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5_ 5 5 s a5 35 14 92 f0 9 8 8 6 4 3 - 7 7 53 4.5 3.5 - - S S 5 45 4 3 to 12 TO 9 e - t@ TS 9 4 7 7 6 S - - S 9 5 S 4 - - 14 12 iD 9 s - OS 8 5 4 35 - - _ 7 69 43 35 - - - - 5 5 43 &5 3 - 74 12 f0 9 B - - - •73 85 6 45 35 3 - - 7 7 7 7 7 4.5 - - s 5 5 5 S 5 45 35 7r'-d• 14 12 /D 9 B 7 SS 35 S 7 7 5 4 ] - - 5 3 5 ♦ 3 14 12 t0 9 8 - - _ 9 T 43 75 - - - 7 7 s5 4S - - - - S S 5 3 4 - 14 fI SO 9 - to 17.5 5 4 3 - - - 7 6 i 3 - - - - 5 5 s 3 _ - - T$ t4 12 TO 19 - - - OS a 5Sf 4 35 - - 7 IT T 7 7 4 - - 5 5 5 5 5 5 ♦ 3 14 12 10 9 - &5 5 3 J 7 5 35 - - - - 3 S 5 ♦ - - 1♦ T2 f0 9 _ - - - &5 65 ♦ - _ _ _ 7 T 5 4 - - - 14 /2 TO - - - _ 9 J [5 3S 3 - - - 7 SS J5 - - - - S 9 3:1 3 - - - 7S•-0.74 t2 10 - - - - tD 75 5 4 3 - - - 7 7 7 7 7 35 - 5 s 5 5 s 5 'T ] 14 12 f0 - - 6 45 3 7 7 43 3 - 9 S 4.5 33 - - - t4 /2 10 - - - 6 6 { - - - - - 7 7 5 _ _ - - 3 s S 4 - - 14 - - - 165 1 i 35 - - - 7 55 35 - 16• 14 12 IO - - - - - 7 7 T 7 6 T. 12 10 - - - - - 5 4-5 3 _ _ _ - _ 7 65 4 - f4 75 ss is - - - - - 7 + . ., - - - - s 5 ..5 - - - - - FLOROA BUILD CODE(Non High Velocity Hurricane Zone' at11�P 02017 TVIC0.oec. 02017 EASTERN METAL SUPPLY.INC. uNs BERTHA H TM AssA 1L ECO �N�. H.VARAM#1 Accordion Shutter rSy . r,�/ '*; TIWT TESTING & ENGINEERING COMPANY American Shutter Systems .6 OESCRIPTIOU DATE oa+7,s1 e* La R'C�P ; esss ern.ua n s.,ros. T tw�>,tt Association, Inc. 1 OLD !s-oTts 7/s7/1 Du: o7/van "i T(3os)a71-1530.Fa4 T(J05)871-1531 4268 Weslrood5 Drive 2 DRAYANIG No ..............G.o71a111 e-maE8-aD9671s a West Palm Beach, FL 33407 OVAL EN u'ALTER A.T9.Ui Jr.P.E. P.E. S<'I(jRRA%RE/DATE aoaMA U`.9 44167 6 SN 14 OF 20 MAXIMUM A.S D DESIGN PRESSURE RaTiNG (D�f) AND CORRESPONDING MAMMUM ANCHOR SPACING_Nj SCHEDULE FOR A GIVEN Melt CHWMR SPAN. NEGATNE A S.D. DESIGN PRESSURE RONG AND A CORRESPONDING MOUNTING TYPE (S:E MWM'ZGS oR SIMS 16 Lt 17). SDUTNERN PWE N4. SPRUCE PINE SPRUCE PINE SOUfFCRN FINE ko_ 2 VI/UIX G-0.55. SPRUCE PDYE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' WN.CDX 2 W tfi 4.0-0.55. FIR NORTH FIR SOUTH COUCLAS FIR W/MEN. G=0.50 W/ MIN. G=0.43 YJ/MIN. G=0.36 pLywOpp W'o, W/ W/ µiN. G=0.43 W UJN. G=036 UAXMYA sx1 WALL MCUNTINGS CEIIING MGM T WALL.MOUNTINGS CEILING MOUNT T 1VALL MOUNTINGS CEILING UOUttT 7 t M; N, 0& R FLOOR µOUfiIA'GS U. N, O & R FLOOR MOUNTINGS N. N, O & R FLOOR UOUNMIGS WALL L OUNTINGS B.O.WALL 40UtJTINGS B.O.WALL MOUNTINGS S.O. WALL blOU.titil.+tGS W&% W& X W& X P & 0 S&V SdcY SkV ®RL5S 3a�1i&'C�'S1 R$JI E7:ffI5�1Q10�.y 37.tT1.�t�dL�OaL^(;iJ tssle.Qa�1G�31TC�1S32F2t�AS O'.�SfE113B(.+13 esRuxslsr�eea(¢i �flu�tsi�rt�(�1 0451®7FP�SP1.3t'49} 6'At4'iCd�v H30[�1,s46S0treO�IfF39F 19bCP,*1J _ 33 40 80 75 S0 C;n 3D 40 60 75 90 t05 30 40 75 SO DS 30 40 EO 75 SO 05 30 40 60 75 90 IDS 30 40 GD 75 Sm OS 3D 40 60 75 90 OS 30 40 Ci0 75 90 D5 30 40 6D 90 05130 40 6075 00 05 U'OR 12 t0 10 9 6 8 6 6 616 6 6 12 10 1D 9 8 8 6 6 6 6 6 6 12 t0 10 9 8 8 6 6 6 6 5 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 f2 12 12 12 12 12 12 12 12 12 4•-0' 92 10 10 9 8 g 6 6 616 6 6 72 10 10 4 B 8 6 fi 6 6 6 6 12 10 10 9 8 86 B 6 6 6 6 6 5 6 4 4 3 /2 12 12 12 12 72 12 12 12 f2 72 12 12 72 12 12 12 12 12 t0 10 9 6 8 6 6 616 6 S5 12 10 10 9 8 B 6 6 6 6 6 5 12 10110 9 8 7 6 6 6 6 6 5 5 5 4 t 4 3 f2 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 92 12 04 6•-D' 12 f0 10 9 8 5 6 6 6 6 �5 S 12 10 10 9 8 5 6 6 6 5 5 4S 12 10 10 9 6 3.5 6 6 6 6 5 5 6 5 4 a 5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 TO 85 Y-0' 12 t0 10 9 65 4 6 6 6 .5 4 t2 10 10 9 5 3 6 6 6 5 4 35 12 10 10 7 .5 - 6 6 6 5 4 35 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0 12 f 2 12 OS 85 7.5 72 90 f0 75 45 3 6 6 B 5 i 4 .5 12 70 t0 6 3.5 - 6 6 5 5 3 12 1D f0 4 - 6. 6 5 'S 5 3 8 5 4 - - - 12 12 12 12 12 12 12 f2 12 12 11 9.5 12 12 75 9 75 5S gr-e 12 10 t0 5 &5 - 6 6 5.5 S 3 t2 10 9 4 - - 6 6 45 4 3 3 12 10 4 3 - - 6 6 45 4 3 3 6 5 3-5- - - 12 12 12 12 72 D 12 12 12 i 9.518.5 12 12 10 8 6.5 .5 f0'-0' 12 f0 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - B 6 4 5 3 - 12 10 3 - - - 6 6 4 5 3 - 6 5 - - - - 12 12 12 12 t. 9S f2 12 12 &5 5 12 12 9 7 6 5 f2 10 SS - - - 6 6 45- - - 12 10 44^ - - 5 SS 3S- - 12 10 - - - - 6 5 4 - - - 6 5 - - - - 12 12 12 12 10 8S 12 72 i2 9S 8 7 12 12 8 SS 4S 12'-rY 72 f0 4S - - 6 5 4 - - 12 10 3.5- - - 6 5 35- - 12 ID - - - - 6 5 3S- - - 6 5 - - - 12 12 12 1 9.5 8 12 12 ii BS 7 8 12 15 75 5 5 4 13'.-O' 12 10 - - 6 6 - 12 t0 - - - - 6.4.5 - - - t2 .5 - - - 6 5 - - - - 6 .5 - - - - 72 12 12 0. 8.5 .5 72 12 1D 8 65 55 12 0.5 7 5 45 4 14'-O" 12 70 - - - 6 5-5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - B 3 - - - - t2 f2 12 9S B 6 12 12 95 75 a 45 12 95 S 5 4 3 15'-T '2 - - - 6 - - 12 - - - - - - - - - - 8 - - - - - 12 12 11 9 .5 5 12 W 85 7 6 4 12 9 B 5 4 16.-Cr 12 _ - - _ 6 _ - - - 72 - - - - - 5 - - - - ^ I1 - - - - - 5 - - - - - 5 - - - - - 12 12 0 85 5 4 12 12 8 65 5 3 11 85 5 45 3S - 0 HV BLADE OR HV BLADE W f OVA HV WINDOW BLADE WORKING IN UNiSON* ♦SEE OF 115E FCR 1AAJY C,f a to t NOTES ON ANCHORS REQUIREMENTS: MMD SURSMTES. I.AlCRRtS TO WAIL.R4CR OR SOW WOOD SOittt SHALL 13E AS FOUCW'- 3.SIAMTRUE SHALL CD•C-,Sr aF TICE FOLUNI R0: -sounow Pelt ttp 2 W/G-0.55 WDS) -I/40 TAPCON MICNOR%AS E6VXFACrLfF"Lf B7 LEW.WLEV W/fUMUM EIMECLEIR AS Mr-AIM At -O0LWS FIR tr/C-OSO QW-s.) EACH SWW1 CY SfEETS 16 do 17. -SPRUCE PC&MR x,O.M W/rY0.43(71.0.&) EXCEP1m1:SEE NOT-E 2 ELOg -WMJCE RtfE RR SCUM W/G-O.36(11.0&) -10N.I/Y COX FLV=W(19t18 APA) 2.AtCChCn TO H@t.0'B FiCLWG SHALL BE AS PER 7LOU.YD40 TYPE U.940T f7 AXV WALL CCtt=OF LAG err S AS FER EMS 20T5 SPEC67r ''M 4.AI(CRORS 9W.L BE ffWALLM FIXIDW Ia ALL OF THE R Z, 1IW5 AIM^WECG'ICI1IOLt OF THE AICHOYS WiVAC1IUU.'M FLOWDA BUILDING CODE(Mon High Velocity Hurricane Zone' „. / 02017 TtUECO,OL6 02017 EJ51ERF1 Ef�A!SUPPLY.INC.�P ry' f ' BERTH HVTm c ` Accordion Shutter System * 'L E C O INC• a■S.S.A■ KV.D.ADE#1 W/OR W/O H.V.WtNDW MADE TILt1T TESTING & ENGINEERING COMPANY Americcn Shutter Systems DCSCFJ .M WE DaA,II,BIt iL Association. Inc. 1 Dw 15-08s 7/v!1 o7/z7 17 St..ST-Wk\STMM cW44MUM RGCOA 331_ \ 4268 Westroads Drive 2 DRAWING No 7"-W \ Pane:(30S)-a:tf0.Fo::(305)871-tS31 �7C"s•:.......,:'�a tltt a-aa:ceaooaoLeem West Palm Beach, FL 33407 s �7_107 ONAL Et�,t1' TB mD871s 4 ) f WnDF A --f 44 7 FLOtLOA Lic.a H167 5 P.E. SE1LCf3i?>SdA't'(1RE/DATE a 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & h& HV* BLADES AS APPLICABLE SHUTTER SPAN L•+ OR L= FOR INST LLA IONS INTO WOOD qWITH 14V BLADE O LY SHAM B -LIMITED TO 105.0 psf. -A.S. ESIGN PRESSURE RATING, SEE SHEET A FOR MAX SPAN & 1/4 o'IAPO�t TH GR _ A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TTHREADFORU TECMIOLOCY i 1/4'O TRPCON OR Y!/I Ifr Mal.PaXErRfRAT103. F. ��. I - TAPCON PATH ADVANCED THREPDFOW TECNNOLCLY OF THREADED AREA TO ` M/1 1/2•Ufrt.PEHETR.MI OF THREADED AREA TO EKSWIc �\ DUSTING KDOD HEADER. i ] aCOD WDER.(SEE SCHEDULE ON SHEET 15) 1 ToLyL� �' " 1 OR(1? (SEE SDMXE ON Su+'..ET 15) j %` ! 7/4'0-2Ot3/e S.S.MACHVE W01 E Ou SI(EET i SCREV75 W/1/4'-20 rAlrs i aJ�191a FOR 2 ,•Ln. 0.12.O.C. Ex,s= t ammd)a® i h �OR 1 A 9 OR 1 �- EsaSTcrG lOtl. It=1GER RECInR.='D 4' 1 i 1 HEADER RE.0 P y 1 It 4 ,je FORM E TAOLOG tW1 ADVANCED comic T 1 gya, I `I 1 ) 1�1 1 �? ,�1 `.'�j THREk'OFORG TECHHOIa'.Y lY/ t 1/2' 1, •_:I Afro.PENETRATION Or THREADED ARA TO w RA93(:FE I /' i 1 1 OUSIM0 YIOOD Hr.ADER. tJt9.57':PAtam TO GLASS tom/FOR�r O/iS ( SCHEata RY SHEET II) f 1 '1 1t y'+I,` `t ti`' (�SCHEDULE ON SHEET 15) 1 ON S-Eff 92 Im ' "1 2'.4•CONT.SILL RADES O&Q PLATE REO'D. OHV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OHV WALL HEADER INSTALLATION I I I cost-la ( L/rsr SEPARAMI TO GE.ASS t t un.SCHEDULSEPARATIE Ott m EaCLA i ) jD,•F, /I�--'(SEE SCHEDEDU E as SHEET„ 1 1 �( �G,I�fEEr,1) �------(,(( L3L SEPAPATION TO GLASS 1 t 1 GIA55•� i G7A •a - - a SZ040 F1AiE (SEE SZa7ULE 0"4 SHEEf 17) REO1 3 3 / 1/1tACFi1'L£SCREY.S W USING E SCREYtS .. 1 lt9NG tfC-20 t.. I O I._! .C. li -` L:�"•r vwL \ ®�'-2O Hurl 0 12' /:• FlN15H I 1, i ��/ at 18 I 1 1 ca 15 _ OR 2 z4'CONT, i 1' f�I - 'HOOD PLATE 1 � ' -Eo d Ulmt'13a l ` 1 f I! \ \ ,f4'o TAPCON OR TAFCON WITH ADVANCED l " ( j ` I THR"cADFORM TECHNOLOGY w/1 t 2' { t ( >_ - [as"' r/ 1 ` 1, - I �t 2'x4'COW. I� ( Ira PENETRATION OF THREADED AREA TO I ,4.0 TAFCCIt OR TAPCON PATH ADVANCED t 1 �' - !/ '��411+�4••1F-----SILL PLATE I 03SVNG WOOD HEADER. ' f ! 1 '. IIs'o TAPCOI7 OR .1 `THREADFORMA TECHNOLOGY V/1/2- - (SEE SCHFDUIE ON SHEET 15) LIM.PEN-TRATGN OF TIL-FALED AREA INTO PLY/f000 \ TAPCON KITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL i 1 i! l 11 L IL ( .UITAIRL OQI SHEE,15) E70STl?tG 1SDL 2'c4' tf2'LAY.CD,f, THREADFORM TECHNOLOGY SHUTTER ASSEVELY. j 1 { tl'i f t Y1AL1.FINISH PLWC+OD R.�o'0. Y//1/2'Lin PENETRATION OF 2-MOLIMUG SECTWHS CAN ATE 1/2'Uri.COX PLWA''OD REO'0. STUDS 0 is'O.C.MAX YGtil.L Firii:Tt IHR l/ AREA INTO KWOOD COUMNED W ANY Y.AY m REO'D.PLY7,'OOD TG ism Sa4ELarLE ON SHEET,S) S=ANY RISTAUATIDN. ®k}V WALL SILL INSTALLATION 1x7 VCL 2 i4"STUDS 0 IW O.C.MAX F.EO*D. ATTACHED TO STUDS IN PLYMOCID TO€E ATTACHED To STUDS W AOCORDAS-CE ACCORDOME WITH rTD, Kroy 2'A8 of THE F(iC SEECML 23M OF'TI+E ©HV WALL SILL INSTALLATION ♦sEE TIr+�ATx>•s OF D GF P HV WALL SILL INSTALLATION F.ac seArtE' °f1r 19 FLORIDA 8(11L0(IIG CODE(Non Nigh Velocity Hurricane Zone IIIIJ/`(F`R P� 02017 TILTECO,WC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H TM VAGG i L E C O N�. Accordion Shutter System ELv MADE#1 W/OR W/0 II.V.ynNDOW a.ADE TRW TESTING & ENGINEERING COMPANY American Shutter Systems DTscamrroll DATE DRAz,t SY: La ' AsSOCIa$On, Inc. I OLD 15-OBE 7/27/, DATE 07/27/17 •'�T L A OF B]SS Rb,,Eh 5T.•$.e.SGS,YItG Vl�O4 TICReA]SAE Pmrr;(05)97t-1S`A.Fa;(sos)s71-t531 4268 tyestroads Drive z ;(OJ�IDA 111+t' e-®LT coF.C(3 West POIm 8eoch, FL 33407 ` DRAWING N/o� �0....... •••••••i�\ tE, YuLL1LR A TMUT Jr.P.E. 17— 0� P.E�SFAfpI}� iJy R�/4AiE �O U.1 a416T s SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV* BLADES (AS APPLICABLE) _ MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO_WOOD WITH HV BLADE n ONLY SHALL B LIMITED TO 105.0 sf. A.S.D. DESIGNPRESSURE RATING SEE ET 19 FORMAX WALL FINISHSPAN & DESIGN LOAD FOR INSTALLATION W1TH BLADE 1)& A WORKING IN UNISON 1 ja c TAFCON OR 1 - 0 2.UN. 4'i8'{LcnJ EX01G' THREADN WITH ADI'VANCM FORH TECHNOLOGY1 STRUCTURAL�E / / / E (IF APPL BL-� �•, aF 1THRFACED A P E R00M 1/4'0-2Ox3/4'S.S, OF OTSTING 9t000 er" at WOOD E10ST=WOOD HEADER. D' MACIrOPHUIPS SCRETRUSWS HE9D ro PE RED a.M EE ,5'' QUAZV 11+.''j N%121/4 20t. Fc-GISiECT Er.YR TO as i -�, J 1 _ TRUSS G CR (SEE SCNEDI(1E G:t�4 95) � 1 Y/j t!a•-20 A"UiS ARCHITECT PR70R TO O i ..---� TRUSSES CR I{ f 1 111 0 92-D.C. shJ7ER usAu+noa l +!z' M PA"ERc 24' O.C.REOUIRED 1 i/4 o TAPCON OR i / •' 1 YMCON Vctt+t ADVANCED �� / ! �•' ,I %,�". / EXISTING SOFFIT ,2s7- THREABFOR I TECHNOLOGY // _ 3/a'etas.Tl8(. f I t tem w/1 1 Nia PEt�iRATICN i OF SHA�jF�O£D AREA YO / EO E4 A4x3 a r1 r{'etje'COf71.ALU91.TUBE D(WWG%FOOD N=.naER. i I j,� �•j I i�f (scss-Ts:aLar)et! (SEE SCKDULE ON SHEET 15) Or Or©o&'O.C. i t Or 93 or Q (3)5/t eRlFikR o- TTRU S� LLQCCA3E LAG SCREWS AT I WOOD O I I V£EM P.(2'UrWJ70TH OF�NOV-NAL EXISr,q_{ KEME/G EW 2 i4' i I CPEN HOLE AT EACH 1 mm)V//2'1fn CLASS 11 �RWb L^'IL SEPARATION To GLASS i E76SDa'C. 1 1 Sites TO ALtEPT ((,JJ PENETRATION OF THRrEIVED 1 (S�SCFEDLFLE ON SH¢ET 11} - GLASS—1 5j25'fl LAG SC(tEVl 'S AfcFA vCt1D F� -� ' AY CENTER OF TUBc'. 3 u+5TAL'ATt�tS WITH 77ps1 I tat SOV.AM? I s MAIL AS.D.D£SIGH LOAD AW QS HV WALL HEADER INSTALLATION I �'° (� I HIS 70 A On IPST MAX ' szvn.r a,a�.gq GSAS"-- m aA•3 inu at Si FOR WOOD IS OTd.Y YAITD l SPMM a 34w— a tDOR®� -f 9�i I araem �CRAVITY Of Osn as DOUaAS aAalS®1'� I �L1/ACStfl&� • FIR OR SOUTHERN M tb.L 1-SAE:slur 4 FOR tYFlCet ShUT9R As3D AUX 1 DR G I OR ECUAL. �HV CEiIINNSTALLATION n Arer ettY ro s1¢r am ssTuusmti ^ U V CEILING INSTALLATIO T' OAS waux _ —�JOR�• 1 LaN t SEPARATION " (SEELSCPM)UCE ON 9iM 1 i SEPARATION To CLASSDUSTM ^1 W SA � (SEE$CTo LASS LE I 1 1 E7u•'iC' iS__,} O aA�ESO?&� �ON SH t I1) i i y 1 1 ( 1 I i 1 11M - ANCHOR 1 f I a rr! I I r fVA•fl. 1 LOCATION E70571tTG 1 1 r FCrSH� t 1 1/4` ©� 7 $aa:sla'Hf1f s 't 1 I 1 2'•A8'Riau.a-20 t� UCt 3je W^ Ylkv /HF'D 7EK DECK REOOIx2-"D 1 SCRz'Y!S®92'os (HO RtiLSFI 13 OR 2'6`TLN.IaOOD , � t !� Fl1L'7.7ED) DECK �/ .:•S I i 19 EDGE OF DECK) 1 2 1 �- EDGE OF DECK G APF(CABLE DECK IF IF APPLICABLE 1• 9/a-o-z0x.7/a's.s. APPUC9BLE I II 1 ll !Ali ilA4Pc'�+T vmL1 A.'ANCED °Gi' Lu s vn z-u7N. - ----- 1/4'0 TAPCON OR T Coal MM ADVANCED ^J 1�2":b`CCt17, 1 r 2'M. SIL THR£ADFORLI TECT9.YalOLY N/1/4`-20 NUTS 1j4b TAPCON OR TAPcoN L7RIi ADVANCED rttREADFORM THRFADPoRAI TECHKDLOGY Vt/1 Ij2'6.,n• / ) �:' REO,O. I V11 I I/2'Na.PEHEIRA=N a 12`O.C. TECHNOLOGY YT/1 1/2'Lfm.Pe-10PAPON OF THREADED AREA TOZZIRA E) OF TW OOa R f �`� OF TvIM9 D AREA To AS7..A TO E)0ST111G VATD]rr-.iDc'fl(SEE 1 :C ) tl+ :!f s D5=00 erne HFJk:Eft. AREA To DasnNc Rv00 HFiIDER.(SEE smfmnE Cv Sf�cEr ts) SafEDULE ON skm 15) (SV-Saimttz 04 S':'.15) • „ FOR QX j•IV WALK—OVER INSTALLATION QQ HIV WALL SILL INSTALLATION SEEaA a9 WO HV FLOOR INSTALLATION FLORIDA BU(CdING CODE Non High Velocity Hurricane Zone B •. �.2 02017 TILTECO.NG 02017 EASTERN UETAL SUPPLY,INC. •.•��i _ BERTHA VTL4 >}_ ( • O i re A.S.S.A. KV Acc IAA X#1"W/odi OR Shutter KV. I L E C Noa IAADE P * TIUJT TESTING & ENGINEERING COMPANY American Shutter Systems 1y,U. r�st„P1ti^r, O,iE pavan,6Y; ,s. d� Association, Inc. I OLD 15-085 /z7/1 CAM 07/27/17 esss eLn.ebe�,se.s,,.ens.Apra vACD,s.rLoceA s39 ••',�� 1` Pew e:(305)871-1530.Fm,:(305)871-1531 4268 Vestroods Drive 2 ORAPnNG No =+u�+ '••• Z1 11L+ C-mar n1�CCOLC West Palm Beach, FL 33407 s �OA►AL EN�?�..'' �'Jr P.E. t 07 P.E. SEALjSVGNATURE/DATE nO 'L" If44167 s+tEEr s 17 OF 20 END INSTALLATIONS n HV BLADE OR !a WINDOW BLADE- fNTO 2"x4" MIN. WOOD STUDS- rw uai.oa7 sruos csa11 z ao nos s , , .. , ., . ,�� ,/�.v�ttstix+o� ,• , ,�, ,,, , , :tr, (�� : , ;; �ws. —X\ ; co`I sr=nsr. t/r o>r MCASS= wrc I .cv _ lea s7wwvi 50CZ1E da$fSf -- RYl7CD. « • 2iZVE Q sa7 - to 0x._(mr ,/l ,hssY f,aC n 1 6Zfi 6I�C�uO « r SOa�+.r as 9iS.r Ry.= SNFIAL a;9s-1T to P.A3 �s:A i (Fc.i*-tbJ CYdR. 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BA•Ci�a� , _____ �_____v wee wsId yl (!1'va J ' V Z'��'- _ Vim. 6 rt. tO- R f4tjVIEW-�'•t8- swsec0'a rxs� tg p•!$-Q•+�• - PLAN e. .[t.Q. .¢ OO•a(a. •{$p� DETAIL X END CONNECTION DETAILq3, END CONNEMON_DETAIL 12 FLORIDA 6UILDIb(G CODE(Ron High Velocity Hurricane Zone o2017 ULTECO,sot. CD2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM sses Accordion Shutter System a Frv.aADE#) w/oR w/o Kv WiNDON aaDE TILUT TESTING & ENGINEERING COMPANY American Shufter Systems -H cEscewnon DATEaa:nv by- LC. gyp':• stss ua 36ro.st,f<e.305.w+cxaa c+saO+s,rtoE 331 Association, Inc, t 0(D 15-OBS /27/1, p4iE: 07/27/17 Pt.-:(305)371-1530.F":(305)371-1531 426$ Ylestroads Strive 2 DRAWING No �+s'..,• mop:tit...a-L.— West Palm Beach, FL 33407 3 1 7_ 07 --011AL EN ..- 1s-000e7.e Y.YJ.IER A TILLITW67 9 P,E P.E. SEAL/SIGNATURE/DATE rr0f ` a s^s7 s 6 SHEET 18 OF 20 GENERAL 1LMiTAT)ONS AND CONDITIONS OF USE FOR BERTHA Ify R WORKING IN 1.MAX A.SA M StGff PRESSURE RAT,YG:+110,-110 Pv-f- n I t r 2.VAX.SIMM SPAN:gB' 9.ALLOAED UMIMYGS:&D.G&if Off SHEETS 1%7:AS'AM AS tADUl %GS%0,T.V do w on SHTETS Is 4 17. a RG.Y CFTTTERIWES (BOTH W/Ec./OR�JUM AC opw R1TH 9 ^ Q ARRAr TA a oR OP OUT.of CASE of 1z V ®a N r Tarr• UbsT BE=LVDED OW AT DaEMOR ACCESS S=or _ L ! E. (6 a✓ TtP,E0.Esw A , • �, 'f• '�: �• Hv erNDDAr eLAOE®swat orar ruow a 1rAxLuuu OF 5 oPFxws {3 HDLFS)FOR g4 PER BL MAT SPACUtGS S1fGWN 014 SHFET 4. /� {�una.aFARnrrCE FT2Ou T13P as Botmu EDGE of err 111rmacv tuA�ai y 5 rrS , OF Aran se 1trAs Fat®st ALL Be 12'. 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Dg�~ 7.SM ANGKOR VAG:LG 92(MULE FOR ULSTALLAM-r3 VW POUTED G., CMJDMZE OR aNCRQE GLOCu\4ALL ON SEEM 12 K 11 AS EM M Er SPAN AND DESLG'f LOAD(9EE t10TF5 1&2 A$D4'E)• 8 M-.AUN SEFA?ArVJ TO GLASS SCHEDUlF-PER ASVTA E--123G: WU D R t�"w Tcprc BOT aAA w T�j oR a rram zas ueraaLLu smaPanora 10 CLASS uaTED v t TttiSi a T' ELEVATION USL urARu M1f TM aAss 4 62s- scrEmnE a�sL�T 1f Fat wAx L015i1`LG — aw 04 1w.%w esw wzESw a 0 _ .-- ------- -------- ---------- ------ --------------- 5 �\ Tylpl — —_ f ; �� �v\------ Al7ERNo OPPO ]h�C CENTERI�AATES1.a 65(EXTER(OR ONLY) AND �2�!OR� CsEF NO - 4 ABOVEI-7 TV. —� snw� cE`.LLEtwaTFS DIVE' Alm w/oE( LtorE:aeorc) PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 6AA• SHUTTER* --- tLl;'f"� RDRIDA BUILDING CODE(Hon High Velocity Hurricone Zone; �� „•• _ 02017 1eTEco.�Y ERN 0 2017 EkST L-UAL SUPPLY,ux BERTHA "VIM A■S.S.A■ KV ARADE#1 1 OR /huftr System O KV. ti(MW MADE ° American Shutter Systems RV.R MSCRWtaa MAT[ MK=Sy Le G; Tlttli TESTING do ENGINEERING COMPANY Association. Inc. , OLD 15-085 /27/i, DATE:: 07/27/17 wu:Aw.UM st.,ste wd.%IRW a CAFrOs.FLORGA altc 4268 Westro0ds Drive 2 DRA 7 VO t!o ►S-+S-�O N AL�� , rt� FTne I3(8�71 .a Fmt:(305)87t-1•.Jt 33407� am3.uoOmim West Palm Beach, EL B-MwBT1g s 17-107 W&LTM A.TwT Jr.P.E. 5 SHEET UC p 44167 P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 .1 f/z'.�•THCx INSTALLATIONS WZ Q HV BLADE & BY CENTERMATES lGa Au'iU,-653 CFADE a x1• VARIES I - -j 2.oca•Ulox, f�AL MODS AT f�x. � 2'�" 43b INTO METAL STUD WALLS * -0-- -- -- 0 6-o c, 40 41 a75• 3 3a 1f4"e NOMINAL _ _ ERA M TA N ON N F U I ALUMINUM SLEEVE J +I t2 '—T FOR BERTH 1 N1/ BLADE ACCORDION SFIl1TfFR s s/c.6 1/a•.DHSS T1aat 1r..1 43c 430 •n� � ,�,;; 6063-75 ALLOY •i D 6'a.C. ®6-O.C.`� 1 ST.E_M iN�1'AL1 ATION METAL �t11 WA 1 S ASTU A-653 CRADE<O fTY1.0-66 7� �m FAS1Et[fD to saws { SEPARATION TO GLASS SCHE12U F � 3A00• 0 (Z1 fa.1/r Too Sawn a1 { Msraia FUT1511 « 4 1. MAX. A.S.D. DESIGN PRESSURE RATING: t75, - 75 (psf) r� • artEa st 6 FJ7ER�R rAa l � AS APF 11 E t N 2. MAX. SHUTTER SPAN: 84' WINO ZONE Il1tNt61UM { wu.SEPARAna+ O AS1M E-1996 SEPARAMON a3e LEiGTH + 1• EkISOttG f.Y.A55--. 1o.Gtrss 3.ALLOYtEp MOUNTING: MS ON THIS SHEEP. TO CLASS �SCHMULE) S T, 1 j4"C—M3" 80 T 4. O tLY ENiERMATE 21 A 24 ET LOCK ARE ALLOWED t TFCdt1 3 1` Nt1TH 21 ARRANGED A METRICAL LAYOUT. MUST PT:S(ETRATE i USE Or (2) 35 (6' LONG. MINIr1•UM) MUST ALWAYS BE 4 13/a.61/4-.0.033-NCxw DSTw4GFray 1 INCLUDED AT OR OR INTERIOR ACCESS SIDE OF 4" 1373' CCTR.G1aY.STEEI.TRACK CKA1A:f1. AS APPLICAS.E ASTIA A-C73 CPAi>=.a 1rn.c-6o , ; '; �� CENT=.RnIATE. c� 25n_ f- a5a' o GYVAA72Fy FAM-10 TO STUDS w/tsJ fUl/2'TEK S REWs as I 43c 43a k EY1$tgYi FACE { O 6'O.C. 0 6'O.C. tt 4 a- d a BLADE SLACK DETAIL HVF IS ALSO VAUD FOR s 20 THREADS e 1/4 ELCO CONSTRIJCTIQN it' r2 CENTEFIRlA7E a1 aPPL1CA710NtvoTHaLADEQ PROQIlCTS FAB—LOK HD ,. 636T 1/YA 653 C AM 4 :ram:. ® 6-O.C. COMPONENTS n•ASRA A-6S3 TEELE i ',r / X'MSrU AT 16, 1 MS WALL HEADER/SILL INSTALLATION _PfETAL STUOS AT 16'O.C. 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RAVE#1 W/OR W/O IM WNDOW R" Americon Shuffer fems nTsea�sran DATE fXAP i eV, Lc *: !/�S•� j' TILLIT TESTING $ ENGINEERING CGMPANY ASSOCIOfIOn Inc. T 0.W Ha.J6te.se.Ses aa5.uac.+u cnra>rs TLOST,tn>ai . OLO T5-085 7/27/1 OATS 07/27/17 F1ve:(M5w1-is`A,r..:(3aS18T1-1531 4258 Vlestroads Drive 2 ��� a-moT fft.woeasnm t Palm Beach, FL 33407 s DRAWING No V/es D,of''•'olOR10P '` r ER-M6719 WALTER A.T4Ua.h.P.E. < 17-107 V FLOROA U-6 aa167 P.E. SEWAEJDATt a SHEET 20 OF 20