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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 .de `�^^�,,,, sv.-.-,a-..:...��. x - •r r'b....t'?�:r"F. ..a � 1 ::3�t�r °�ri.w.�: �1a3 C10i)CI3 L1C���ii) flt�i SCIS Home i Log In ; User Registration Hot Topics ; Submit Surcharge Stats&Facts ` Pablicatlons ; FCC Staff UCIS Site Map Links Search Busines .,, Professional USER: u�ic Approval Regulation PnMjllt Atn+roy;d N.•nu>Plnduer nr AnnfleMmo S,.arrh>Arnnrtilnn Lis >Application Detail 'T.s"Tau t ice., Pa EL^f~••�' ,��tx,_4 FL 0 FL369-RB 5 - Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternrvietal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone(Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer `/. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilllt•Jr.P.E, Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management;Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezavich,PE ✓' Validation Checklist-Hardcopy Received Certificate of Independence Ft 3S9 p4 C.CI HV ACCORtiION Cl NONHVH-1 txt( Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D littp://www.flaridabuildiiig.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYI-Il]2vJvx5... 7/16/201 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL if IModel,Number or Name Description j 1389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVH2)-Drw 15.086 bottom)for storm protection i i Limits of Use Installation Instructions Approved for use In HVHZ:No 1`08o R8 11 a S S A iNf DRV;,r'S-r1°C rrt( E Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large Missile Level'D'.Max span is 12'-7'for 35 psf positive t°J;tg9 RS A;' A ti.S,p,INC, PSR„ i'tC,1 S r)s&L tj ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11'for 62 psf,9'-6"W55 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+7$-72 and 84' 'for+64,•64 psf.See sheet 5 for others as and ASD pressures. 4 8 . Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and i Non-HVHZ,�prw91S•085 bottom)for storm protection _ I Limits of Use Installation Instructions Approved for use In HVHZ:No EQU Fko j A.SS A, hiC-, DittvC;.iS-035.udf Approved for use outside HVHZ:Yes Verified By:American Test lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D'.Max,Span Is 16'-0"for 30 p.s.f negative F1.389 R8 At A S.A.IWC. P.Fa: oRWG.1S-OE:S rN_tiif �� ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 ps.r,for metals stud mountings and 8'-0" for 110 p.s.f.for HVI and HV1A working in unison.See sheets 7,11 and J20 respectively of installation drawin s for other spans and pressures. '389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interiocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FS,369 R8 it AS.S.A.INC. DRWG 15-f)84-nor Approved for use outside HVHZi Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large'missile.Max.16'-O"span at 30 p.s.f ASO load for Blade 1 V1,3814 R8 Ar-A.5 S A W. P-F R DA WG 15-094 txlf and 18'-0'far Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Patty:Yes res ectivey Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:8S0.487-te?4 The State of Florida is an AA/EEO employer.Copyright 2007.2013 State of Florida.::Prlvatr Statement::Accesslbildv Statement::RefunAn Wtement 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 matt.If you have any questions,please contact 850.487.139S.-pursuant to Section 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. ��pr_o�ydu�ct Approval Accepts: =+ r,�,.,.�,® cCMct Im .wt crit t'.'.1 vi uy att,s �t i x� llttp://www.floridabuilding.orLr/pr/pr._app-_dtl.aspx?paranl=wGEVXQWtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TRIS PRODUCT EVALUATION DOCUMENT(RED.)HAS SEEN VERIFIED FOR COMPLIANCE ON ACCORDANCE WNH THE 2014(Stir EDMCN)OF THE FLORIDA BUILDING CODE THIS ACCORDION SWAYED SYSTEM MOLL NOT BE INSTALLED AT HIGH VE1,00TY HL"r-SE ZONES. /+ DESIGN*WD LOADS SHALL BE CETERIMED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOF,FOR A BASO WINO SPEED SECURED ER6 IRED BY ME JMSD3CTION WNSHITTIER p0.2. TABLE OF CONTENTS BE UMALtED WITH A OtRECTKNHN3IY FACTOR Kd-OAM,USING ASCE 7-10 AND SOU.NOT WEED THE MAMUM(AS.O.)DEM PRESSURE RATINGS OWAIED ON SHEETS 11 THRU 15.18&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTWATE DESIGN WIND LOADS DE3MIHEU PER ASCE 7-10 SHALL DE F11ST REDUCED TO A.S.D.DESIGN WINO LOADS AREA•i: W BLADES Cb BY MULTIPLYING THEM BV 0.6 IN CRDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RA7NOS INOIGATEO ON SHEETS 11 THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TEM.WERE NOT OVER STTFSSM A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VIIDflCAiION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S At OW,CY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL.REPORTS: TYPXX SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL YABTDOW BLADE..&WINDOW DETAIL -HV WADE 0 fD214.01-03.10715.01-0.3,1T004.0t-0.5,/1214.01-05(0317.02-06,/0609.01-10 AND 10210.01-11 AS PER TAS--201.TAS-202 AND TAS-20.9 PROTOCOLS AND ASTM E-1886 AREA 2- HV BLADE(1)ANO FEV WiIN OQ W ESA" AND E-1006 STANDARDS(MTSSA.E LM 0.WINO ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MWI E (WHERE APPLIMIL E) -FLY WMM BLADE 9 10505.01-06 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,IN=ZONES 1,2.3)SA=PROTECTION ONLY AND/0723.01-88 AS PER TAS 202 PROTOCOL TYPICAL SIRRTER ELryATTON&NOTES ON LOCKS SHEET 5 INSTALLATION WMS A-F,CONCRUVOL(KK SHEET 6 2.W BUDEQ AND W WNDOW BLADE 0 AAE DRANEERED To WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.UUMATIONS AND CONDIDWLS OF USE INDICA ED ON SHEET t9 1!45TAUATON DETAILS G-ML CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACOORDIO N PR15(NN SCREAS),USED AT BLADES KNUOU AMU FOR DIRECT NCI.. CONNECTION TO TRACKS SHALL BE 014x2.7$'AND 114X1.75'RESPECTIVELY.410-HT MIt MUM SERIES C0frERWTE DETAILS W SHEET 8 •STAINLESS STEEL SCREWS WTI{135.0 ERIN YIELD STRENGTH AND 180 W TE'�S!'LE STRENGTH ANS SHAH.BE COATED WITH BERTHA HTV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPRCNM CENTFRWAT-x ALTERNATING DETAIS.HV SHEET 9 COATIN9 APPUCATM REGISTERED WITH AU06CAN SWIM, SYSTEMS ASSOCIATION.PINS MUST BEAR THE ITV MARKINGONTHEIR HEAD, 4.41.AL MNUM EX7BR 7.SIOKS SHALL BE.ALMMUM ASSOCIATION ALLOYANDTEMPER AS DMATEU ON'SHEETS 2 AND 3.MISMW WOD STRENGTH FOR 6063-76 ALLOY IS 30.0 ti AND 35.7 10;FOR END CONNECTION DETAILS 1-6.C ONCRE7E/E1 DCCK SHEET 10 6005-T5 A=. MAMMUM SPAN TABLES SHEET 11 91CHOR SCHEDULE-CONCRETE&BLOCK SIM12 5.ALL SCREWS TO BE STAINLESS STEEL 304 CR 316 AST SOLES OR CORROSION RESISTANT COAIFD CARBON STEEL AS PER EVIL BOOM PTH 50 W MOI.YIELD STRENGTH AND 90 k.1 MPI.TENSILE SWEKGTi ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 L. AND SM COMPLY W/FLORIDA SUILDW GODS SECTION 241L3.3.1. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASTM A-307 GALVANIZED SIEfT,OR NSI 304 OR 316 SERIES STAINLESS STEEL WRH 3S W MINI"YTLO STRENGRL. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE TME FOLLOWING SWEETS FOR ANCHOR SPEC Lnar IS W BLADE(D 12,13,14,/5 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BSfDE'O&Q WORKING IN L4ASO14: 12; 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.7N6 SIDDIIIA ALV.ASX;CREICN SHUTTER SYSFJI BEARS A U.S.PATENT 16-779,S92,COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR DI PART BQF Y U.S.PATENT 1$'4$8,179 ISSUED TO EASTERNSIEASTERNEND CONNECTION DETAALS 7-12 k X;WOOD SHEET 1B MEIN.SUPPLY.sr - 9.T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO DE ATTACHED 70 INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CWLX AREA 3: HY WINDOW S ADE A ONLY ALL SMJTtER OWPONENE EDGES WYNICH REMAIN,TRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW KreMI04. I TYPRA SHUTTER ELEVATION SHEET 19 10.EACH NIT MAHO BEAR EIR�ENT OR LOCK Al ABEL,IN AA VISISUE PAD NO LACE WITH WARNING N01E WRING PERtOSS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND H0 AREA 4- HV WINDOW eLATT>•nO.._NLY 11.SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED CH A READILY VISIBLE LOCAT.9N AT ACCORDION SHUTTER IN ACCORDANCE VAIN SECTION 171CIA3 OF FLORIDA BUILDING CODE ONE LASS.SHALL BE INSTALLATION DETAB5,METAL SND WALLS SHEET 2D PLACED FOR EVERY OPENING.LABETWNO TO CDMPLY WITH ST,--TION 1710.8.2 OF TIE FLORIDA BUILDING CODE 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY ATH SPECS POCATED IN THIS DRAWM PLUS ANY BUILDING ANO ZONING REGULATIONS PROVIDED BY THE'MWOTION WHERE PERMIT IS APPLIED TO. /3.(a)THIS PX-D.PREPARED BY THZ ENGINEER IS LYNEFVC AND,HOES NOT PROVIDE fNFDIMATLON FOR A SITE SPIEtLnC PP0JZCTN La INHERE THE SDE CONDITIONS DEVIATE MOM THE P.£0. (B)CONTRACTOR TO B'4 RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION IO=M HG IffE SAFETY OF THIN PRODUCT BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT[DEVIATE FROM THIS DRAWING SHAD. ONLY BE USED TO THE CONDITIONS BECALM ON THIS DOCUMENT.CONSTRUCTION SAFETY AT 5TH R THE CONTRACTORS R£SPONS6IUTT. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED FNGLNFfR OR ARCHITECT WHICH MILL BECOME THE ENGINEER OF REPO MOA)FOR THE PROJECT AND WYD WILL BE RESPONSIBLE FOR THE PROM USE OF THE P.ED.ENGINEER OF RECORD,AGIING AS A DaECATED ENGINEER TO THE P.EO,ESC,NEER SHALL SUBMIT T9 THIS TATTER THE.SITE SPECTXS DRwN=FOR REVIEW. Cc)ORG6NL P.E.D.SHALL BEAR THE DATE AND OMORIAL SEAL AND 'STVh1 RIE OF T,KE PROFE55ATNAL 04WEER OF RECORD THAT PREPARED R. m FLORIDA BROING CODE(Hon High Velocity Hurricane Zone 71i,41J' Q 2015 CkSTER4 METAL SUPPLY.INC. 'VV _ �-, � � � � BERTFIA HV„L �c q r & Accordion Shutter System c KV.ELATE#1 W/C14 W/O KV.WINWN RADE Amerfean Shutter SyMems RV,N, IIs rnox ATE DRON DY. Ne. sFA ,Y� TILLIT TESTING & ENGINEERING COMPANY �C3%, rE 6165 N.W.SSYs SL.Sx.701 Y.Ex'.ItA I:PACO.a.lLQeM!St Association, Inc. I !XD 11-192 4/13/15 LUTE' 4/13/15 ' -$R1 -^ `�'� Pn .:(30 WI-1530.FAX:(305MI-1531 4268 WestrOcds Drive 2 OftAWINfi No \\V `"""�D cara°7�y��'" West Palm Beach, FL 33407 s oN" 4 15-085 nNAL ENIAAAA�`' WALTER A IT.LT 1+.P.E ELCEROA L'c I"IV 6 SH Er OF 20 P.E. SFAI.'MTVVURE/0ATE Y.TDA lacer wor Qi VARIES is 1.491• bye. (. D OpM. m f1w 4AS7, 4.999• "T 5 Hy 90-118 STARTER COVERED UNDER US PATENT 5458179 b�HV UNNE 14 FLAATER - .� QUALIFIED ED FOR USE WJ Nv BLADE 7Q 4 HV BLADE 1 1A BY WINDOW B AD 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE UWATIONS OF USE OF BLADE ON SHEET 19 BLADE 1) 37.3L ® 1, 6063-T6 ALLOY ANO TEMPER 37.3 6063-T6 ALLOY.AND TEMPER vT2.• ' 2.670' -•� 670' 2,226• i1 - 4063-161'ALLGY� R L P 1�5' 1'" _oo7t r`-" �c AGKDJDEO �y �E�G TL(�RACK6063-t6 ALLOY.ANV TEMPERQUALIFIED FOR USE W/NV ��EMPER -BLADE 0ONLY. \1..`l HV RAINGU,ARD BLADE(1) 6063-16 ALLOY AND TEMPER QUALIFIED FOR UAE W/HV 6063-T6 ALLOY AND TEMPER VARiM �T.936• BLADE[,Z T• 1.9,5' VARIES 1936• 6063-T6 ALLOY D TEMPER g 1.917• >*-, r 3• o �3. .093•... . +I inT �.-.......__ - .100• - .,25' 1 n 67 + .093' S. 4 5701 1.666• P'� OTOT 11 14V CEILING HEADER i HV HEADERISILL 13 HD OILING MERISILL O ED FOR USE W HV BLADE t ONLY, QUAL • flR-1,_„ 1L)ONLY / 6063-T6 ALLO AND TEMPER"' Quf"FIED FOR USE W/ HV BLADE HD WALL HEADER SILL SEE SECTIONS FOR VALID SEE SECTIONS.FOR VA.IOITY. QUAUFIED FOR USE W/1N 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER aNE061 ONLY. X 6063-T6 AT LOY AND TEMPER ru I COMPONENT A 0 T1 72 X Y t X NYMN! : Z- i r L1 @ 7• e•rVAX! t/e_ T/6• �' j s• A.a3D• 2' 5-MO.�0:19e 0.192•. _ UA SIDE R USE W 0 CQRNER POSTS QUALIFIED FOR USE W/tTY ALUMINUM Al,�7J�S 2.5• J'144%.1.0.190' 0.190• �UAL]FIED FOR'USE W/HV BLADE© QUALIFIED FQ,J USE W/HV ' BLADEQ 6063-TG ALLOY AND TEMPER BLADE CI,)ONLY. 6063-t6 AL10Y AND TEMPER' r 5• i 0.734' 0.131• 6063-TS ALLOY AND.TEMPER I F10RtDA BUilOihlG CODE{Non High Velocity Hurricone Zone' ® E9 20155 EASTERN METAL SUPPLY,PIC, Q�•��GENSEG`''•� A BERTHA� IM to TM L E C 6 1 Accordion Shutter System *= w w ■ ■ ELY.BLADE#1 W/OR W/0 FLK Yr1t,WN BADE TILUT TESTING&ENGINEERING.COMPANY ARI87'ICan Shutter Systems DfXI�„w1 am IoRNCN e+, Nw SJF 2` 633.Lt.3th N s z5 Ca9Ers.nORR s3i Association, IflC. t I OLD 11-192 ,1!13115 OAT@ 4/13/15 °. S'fA'CE •ZC7 P, r,13II5)e7i-1630•Era:130;671-,531 4268 We6krobd5 Dave 2 " DTWNING No p� FIORD•'��,,�� W o`0o671e1 Wast Palm Seoch, FL 33407 3 15-085 ;eSS/ONFL �`•�` %A.TTR A TRIJT J,RE SHEET P.E. S�'£h(tV61 M4E/GATE �L�a 441 6 2 OF 20 rfic� e 9 4. 6• 1 4'-20x1/' 14- 4,576' C-70 C15i A9• S• r (0.331• 'Il6t: NGR76 bONEL 3• .743' 0 1 S.SYS. SWED AWM. Ts+tA9CO� CASt _.. (x Irv.) .062" r ay <� ^-I•. qvt@. a 1 23• { .318..j5i�QUWFIED • 14 o .�-...__ 0.4 . I • L (*M4 T (o+gC41E P 21 HV CENTERMATE A _ 3z ��wwll�� Yom_L�� HV EGRESS LOCK QUALIFIED t &t.�'ONLYFLOATING ° / / 6063-T6 ALLOY AND TEMPER FOR USE W/ w BLADE i & t ONLY j— aa73• ( O Q&Q�ONLY. OL BLADE O7 '5 ONLY.� 6663-T6 ALLOY AND TEMPER aw AUFM FOR USE W/HV BL ADE 1 ONLY �' ,te' .:874' 8063-T6 ALLOY AtiD TLM.pER p1,�6 i�pry 78' 1.75b 1 i Y SCREW - p.._. + s'S60'AFTER RNERNG ' p6' `i+ 'Os• 1/4"�-20 X+3/4" BEFORE Rftc1UlG SIS. THUMBSCREW 1/4.0-20 RIVNUT* 1 .--1 moi- ;ter- *MM 9444 ltU1mw(t024_73 AILCR).LAFMiE CUAGE 7101 e F S1W NUf=.fAW f 0524.AS MN3617=6@ 6Y AVDEL ---•� - I'--AT- ''---•^^--I CA[RRY'TWOM.PA UPPOfe.NM JOM 67",.54 OR"COWL P" " fw"E+t11A' HV MALE 'T" LOCK GENT 4" 6 HV T. LOCK HV ALTERNATIVE LOGK Z� LOCKER FOR "T".LOCK CENTERMATE QUAJnED FOR USE WJ HV BLADE 1 ONLY HV FEMALE "Ip LOCK CENTERMATE QUALFIEO FOR DSE wHV QUALIFIED FOR USE W/ HV GLAD-c OONLY 6063-75 ALLOY ANO TEMPER QUALIFIED FOR USE W/HV BLADE I�ONLY W/HV BLLAADE000 ONLY.R USE 61.ADEQ ONLY./ 6063-T6 ALLOY AND TEMPER 6053-T6 ALLOY AND TENPE 1Ell 917 5.161 - o k #- MNCER OR •_ - ..._ - 7KEY.21;' W.- 4 .545 {o�+ 0.673 Vn. 1.125•Nei 3 d T 0 0 2 HD CENTERMATE�K/ OUAUFIED FCR.USE W/HV BLADE(t)& A QUALIFIED FOR USE w/HV GLADE 1 & HQ ,S 6063-16 AUG;AND TEMPER 6063-T6 ALLOY AND TEMPER E VAR,'M 1Y Mx QUALIFIED FOR USE W/ HV BLArEf1 & m j 1/i'azo ss 09]/a'r10 _ ,.1•' 5083-T6 ASltIY ND TEMPER � � ��,��� + 'A03 T1/Yt(/2' I CT11N672 1 (`s Qausl @ Do _ OR KEY CAINDER ;EY,/4'0 �........._ X �^LOCKING RODZl�� 1 4.0 D =K L-z75•o OUALFTEO rox USE W/HV BLADE(l) HV 3 j8"0-16 ACETAL 1'7lJ SSV 1j4" m-20 AISI 304 BY REaflr HARDWARE MORRSE LG'Jcs SERES 2333 NOOK BOLT LOM 6063-T6 ALLOT AND TEMPER ✓OLE U S FRIES. S.S. THUMBSCREV#S QUALIFIED FOR USE.W/HV BLADE(D& Dl&LLEt7AWTRAC SLFOR RO ER EAL REQUIRE A jtBED!16-cNT QUALIFIEO q 4 BLADE(�t QUALIFIED FOR USE W/ tN BLADE-T{7 FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone: .0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM /Im 1 E C® �N.. A®s,S�A,. Accordion Shutter System cc American Shutter Systems KV.aAX#1 w/M W/O FIV.WWDOIV RADE Y EY. DESCg+W. GATE OR10N DY: LLL TBLUT TESTING& ENGINEERING COMPANY llssoctotlan, Inc. i OLD 11-192 ;fufu DAT-- % 4f 13/ts 4 : • F33sh-( #"5 1-IN�1 4268 Westroads Drive 2- • �L-I}R �-2 P1.caw:43C3J—,a; t .rA7:(3as)67w1asa DRAWING Na '% F •. P� <m 03-00cua u.4em hest Palm Beach, FL 3340i 15-085 WEit�A.�TZLIT.94.P.E. 4 P.E. SEAL/SiGNATURE/DATE FLO WA LIQ f 44167 a SHE3ET 4F 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV R 41 3/8.4 12 TJ 81AtE P (�f HV BLADE I I J -- • NV R4Dadi BLADE HY SLADE 1A ll ® HV LONG RECESSEDNYLON BUSHING aX III h nE a oPEw+ r57s' Y HV SHORT RECESSED NYLON BUSHINGF 1 ( ) e IN NYLON HAT WASHER (DOR Q) !.,gtt + L �'T POtaNN Rl.�sf� 3i,e' 4� HY WHEEL CARRIAGE AISI 302-303 SERIES 1 E � 4* 4 �? � 44 ��f•21,za' 'x 0.870°s3/i 6'THICK NYLON WHEEL ® n 2 718•rest Ery»lnvaw 0.188"0 AISI 302 SERIES S.S. RIVETS 131516SPAR 03 (1049N ® HV 1 3/4 ACCORDION PIN W/ J8 HEAD* EXTERIOR �1 oPnma t 5 7/4. ® HV 2 3/4'ACCORDION PIN W/JB HEAD * „' &7POLYCARBONATEIQOw cerIMPACT RESISTANT HV WIEll ,,I•.,. '� , L ZYPICAL HV WINDOW BLADE H1A.AND _ ! 4 POLYCARBONATE HV WINDOW DETAIL ! ©OR a or @I REOUIRE4/EN75) 3 MOR® i i POLYCAri00NATE'_MP! ACT Re:tiISTANT HV 1YIIJDOW BAYER MAKROLON 3103 POLYCARBONATE L UY-STABILIZED GRADE OR SABIC My k I 0 UIREMEWS AT EXTERIOR BLADE KNUCKLE FOR3e 4 I 'TO ULneE CE INNOVATIVE PLASTIC LE)(AN 103 RESIN I I j fl OR ! ! I (SEE NOTE °F'ON SHEET 18). o. (i) HV PIN 0 SHALL ALWAYS BE USED.AT ALL EXT`RIOR 114 .Ly=♦ h }I . BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR I 3E "-�s E POLYCARBONATE SOURCES FOR EXTERIOR HV BLADE. ,.PICAL SHUTTER ASSEMBLY 6� rwsvD PPLCAW T ,,.P .NV PM @ OR�e AT prpo[L � lmun< � (2) HV PIN @ MAY 13E USED IN LIEU OF®AND ONLY AT E7fTERIBR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV U �32a i BLADE'S KNDCKLE. eCaN (SEE NWE•Fab 54¢TT,:9F'L`TC AM Dlot am i�/W am to'' BLADE WHEN CORRESPONDING TO INSTALLATION "IT", SHEET 7. 3 AEDUIBEaENTS) -" '�P' !1 f j 1CK]t_TESD S"lQItCM R.tY OR1b CFDP P.t3. 9.;APFat !iF?3E?<,•.a..3iRai.^.D.Ai=a A51H DipD t23W Pal lliDo "I (3) HV PIN @ OR @ W/ 1/2° O.D. 1/15- THICK S.S. WASHER O L raxe3l aaaws AM WW s+cam SHA L BE USED FOR DIRECT MOUt? INSTALLATION PER DEihIL X. SHEET i'; } uTa349 4'90 AMU Mw 10 R-L/n t7 rt-otn W {��.�EEL CARRIAGE DETAIL " ` "*W3 a'=` a4's lux Ti E3. EMB Y LAYOUT %M or Duwmal A8'rn Dau r-t oils 0 1 aAss Sal'P.tM1i0.Y AS(Y D1o3P to14'r ow T 3>:d➢tffi AYTY 4133 nw=61Pa+FY1 ARDL 1K..0$RPC A^.•atE FWt Oa+• W W P.sA. V BLADE SOLID HV WINDOW BLADE DETAILS FLORIDA BUILDIr6 CON(Non High Velocity Hurricane Zone ®2015 EPSIERN LICIAL SUPPLY,INC. 's'A''Ltceru''��r''!, � �■�■�■�■ BERTHA HVTM /lrlLlEC0,,,. Accordion Shutter System RV anDE#1 W/OR W/O H.V.1NND0l/aADE ' �1 i American'Shutter Systems _ TILUT TESTING it ENGINEERING COMPANY �tcxlrral DATE ' BY 11'r' I Or :' 9335".40,r-as 10.ti a,swear,,nasus 3316t Association, tAC. t OLO 11-192 ILYLS DUE: 9/13/15 R—:(3os)871-3334.FU:(303)871-1331 4268 Wes(roads Drive x No e .�« West Polm BeachW-000719 , FL 33407 3 D 15�0$5 o�01 L'EyG�`p`` vwHN a raLn 4,.PX, FLoa,oa Dc F 44167 s SHEET P.r: cc/B1at3 4uRe/GATE D A of 20 �a• *NOTES ON HV LOCKS AND CENTERMATES: • D e o tv• a N 5 r u ® : 1 •ONE MJ LOCK or SHAtA.BE 15ID AT t/2 SHUTTER SPAN FOR ANY SPAN OR EELEVATiOAN�FyNE L�CL7C or 1 2MAY BE USED AS AN INSIDE OR OVMDE LOCK,RTT I p TNJN5.[T ANY CDdERLNTES W/(2) 7!44-20 x t/r LONG FIAT HEAD S.S.N.5.LOCATIN OF LOCK SNNl BE AS INDICATED ON O«Q« 1'TP1CA1.SH ATTON. 11% FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV �« LOCK¢S�ON 9 OR NAY BE USED AS AN INSIDE OR OUTSIDE LDM CONNECTION OF LOCKS TO CENiERNATES `Y I OR SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCA OF LOCKS SMALL BE AS INDICATED ON TYPICAL SHUTTER EILVATIDN. 3.2 CONDUM G� �2 u d wfm jim LoCKSh LOCKING RODS ARE N07 REOUIREO AT HURR;CAME POSTION,BtdT NAY 4 BE USED IF DESIRED TO ENHAMCE SHUTTER PERFO CE,LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSRIO.'N). 3"N= ,(ry ,.�— 4. •ONE HV LOCK t St1Al1.BE MIA ODR1.eR CENTERNATES FOR A"n'SPAN ap �j 11 AND DtSULIATfDN5 AT ANY ELEVATION.HV LOCK I or .--BE USED AS AN 6UTSIOE OR tN5t0E LOCK, ATTAC ED'TO®CORNER CENTERNATE W/(2) 1/4 4-21)x 1/2'LONG FIAT MEAD S.S.NS.TWO LOCKING RODS AT TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, NAXWAJ SHUTTER SPM SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. NAT f" 5. AI3EIR?ATET0 M#X2MW MM �r S n 3 ONE ALTERNATE tN LOCK MAY BE IN UEU OF HJ I= or FOR ANY SPAT JSID A.•.+ F y INSI TII VAUD ONLY FOR ONS AT ANY ELEVATION.ALTERNATE LOCI 2,7j NAY BE LYSED AS A!3 DE OR OUTSIDE LOCK.AT7ACMMEflT Vl- 15„3 i 4 OF 1/4'6-20x3/4'S.S.THUWBSCREW TO a OR @.CENTEWATS SHALL BE MADE•W/1/4'6-20x3/4'ALUM. ! 1 T D. b � RIVNUT AS SHOAL ON SECTION WE SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS-AT1/3 OF SHUTTER SPAN. 6,MANDATORY CONfMifOM t FOR KE+S'IOH 4rx1 eASTa1 f a ONE FN LOCK or ''or SHAH.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'AEfOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO HB',AND FOR INSTALLATIONS AT ANY ELEVATION.MW LOCK @ or @ or 0 WAY BE USED AS AN INSIDE OR UT I OUTSIDE LOCK.ATFAC 4ED TO 6-or 0 SYMMETRICAL CENTERNATES W/(2)1/4'-20 x 1/2'LONG FIAT HEAD S-S, SEE END-....I U.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCK,*NG RODS Eia W/(� CONNEC71pN v� OR 0 TOP MD BOTTOM IS COMPLETAY M OATORY. DETkI$ON D r r M 1 J K L Y p 4 x Y k SHEM. '04 16 ryp.FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 l-LNItRMATEALTERNATE HV'f'LOCK 021 NAY BE 1HSjAllED IN LIEU OF HV LOCKS OR Q.9 FOR ANY SPAN ANO I(Vp�ox m •`,J°P,$a 10. m 1 STAUATION AT ANY EL£YA1ftAl. LACK IO Y BE USED AS AN INSIDE OR. IDE LOCK.ATTACHMENT Of lA..i^C I�INCLUDES USING REINFORCING LOCKER" AS SHOWN ON SECTION HI"5,SHEET 9,%"CH MUST BE i G`�}5 1{7• 1 J<I a+ _--_.- CONNECTED TO C047EIUxATES 0 AND @ W/1/4'0-20 x t 1/2'I. 'S.S.THREADED HOLT W/7/8'0 z 3/32' •O• �•�• WINCNUT OR W/1/4'4-20x1'SS.M.S.INTO A 1/4'tx 5/8'RNNUT.yLOCK MAY BE INSTALLED AT MIDSPA14 OR 12" MAXBAUM ABOVE AND BET.OW MIOSPAN.USE OF TWO LCCKLNG RODS�.TOP AND BMU IS MANDATORY. •h8�� s1- 3'aV•��I(3•� *t.NHOOTIED�CK N ENTERMATES: t�./Hb ORKS�.aCs3 W/(11I:ONE ALTERNATE Ii0 LOL7(0 LU.YB�OEUSED R!LIEU OF PICAL�) LOOKS'HV BLADE SHUTTER ELEVATION HV LOS OR rOR ANY SPAN AND OSTALIATIONS AT ANY ELEVATION.ALTERNATE HO LOCK @ NAY BE USED N.T.S. AS AN INSIDE OR OUISNDE LOCK.ATTACHMENT OF HD LOCK 0 TOE�IS W!3 J8 x 3/8'F.H.SS.M,S,AND INCLUDES RANFORCEIAENT INSERT @ AS SHOWN ON SECTIONS HD24NS AND`�_NVC,spw io.LOCK LUNY BE 06TA MO AT WOSPAN OR 12'MNONUM BELOW OR ABOVE 14DSPAN.USE OF LOCKM RODS @ IS COWPLETLI,Y OPRONAL On High Velocity flurricone De A: 0.2045 swrom verAL SUPPLY.INC. ?4'`\GENS �� BERTHA HVTM QSS A Accordion Shutter System ■ ■ ■ ■ KV fXAM g1 W/CR W/o KV.WWW WM 77WT TESTING 4k ENGINEERING COMPANY American Shutter Systems xv.It 6=iCFT1a1 DATE nRW BY: M.L. $TATE OF .wtk` SM KVA Xtl a.SUa=.r.�an�WUXS.FLOWA 331 Association. Inc. , CID 11-192 4/13/15 WL 4/IT/-15 Fera.,.:(3a5)e71-1510.Fc.:(305)871-1571 4268 WestrooGs Drive 2 DRA'ATNG No F R1 �� aco600lcm West Palm'Seoch, FL 33407 3 3 5-085 'A.A�sS/0NAL EAG++'��`` W LW&T°LUTi41.P.E P.E. SM)t(Ii!RZE/GATE nOWA Uc®4ats7 5 SHS OF 20 CREfE ANCHOR POURED CONCRETE Ft"POURED SCHF)1R7LE ON OR CONCRETE BLOCK CPOD CONCJ ONCRETE REU."UtREO CONCRETE ANCHORS -11001-70WS. REOUII+ED REQUIRED TVA . / (SEE.SCNfAi1tE ON } 1144--zo CONCRETE ANaWRS 1�7 18 -(SM w.sn6•lG di ON sur 7) SHEET 1J) tt NvtS 0 12.O.C. (SEE SCHEDULE ON SHEET 13} 1. 1/4'e-2O /USM 1/4�20 KIM 1I n 19 I , 2• - 0 12•QC. tJ E.D. /2' I .250 N". _ 13 IML 5 / _-- s. •_-i 3 at I S .250'We C:d 11V - 1tL [(J `i �OPTt^Nai. i i� r I� I . �Ofr,U. UK 5Uw29Oi 1 I j_,—u 9 , Mw.SEPARATION TO CRSS . n FR,O mr4o 1 OR I E%STNG /7oS11NG pb w to 4'.70.5;-"r 1 1 �tsEE scviEtRA£ON 5xrEr 12)"---.. MASS'—' 1, HV WALL HEADER INSTALLATION rA HV WALL HEADER INSTALL9TiQN� _ © HV WALL HEADER INSTALLATION + KEYSTONE EY750KC ';; ;------.. Mw.SEPARATION TO GLASS ~ m ,1 ( ,OR�� uw.sEruunoN To a ss 1 - 1Q EET --(SEE scNEouE ON sN T 11l 1 L Oa4� I �"tSEE SOUAXE ON SH11) �•12MeV0C4)*w 1 1 GPT7JfthL 3N 419IZTI tU 1W� . 'I,,— OMLSQtd 6� � (ry � Uf6TU1S'. ; •� � t4pC'RR11 MA.'"S—i N �t I I� 1 f;. 1 4 E O- ,c. EO 1/ r } 3 ISL Ci 1' s q. ss 5& Mn j L-O RIGWRS iROSS(4m 1/4'0-20.3/4'SS Pi0WP5 MACM SQ2E14S USitk: __....._ CONCRETE M1/CiOiS V,tRU55 HEAD NN.171xE SC1rF.YiS / 00 CRETE.WCHORS ! -1 8 1/4'-20 NUTS O 12'O.C. (SET SCHEDut.E ON W/1/4•-23 RUTS 0 12'O.C. POURED CONCRETE_l �. (SEE SCNEOu1E Wt SH-M 13) l PWRID CONCRETE- SIFT 13) 1 OP.CCNCIZETE 0.= OR==TE V-004 �_•� '.,,.CRETE ANCHORS ��Ec WALL �) MY WALL SILL INSTALLATION �m- (SEESCHEOVU T"' DF ALV WALL SILL INSTALLATION PGUREO COtiCFiETE SHEET 14) OR CONCRETE eL005( WAU REQUIRED (g) HY WALL SILL INSMLI.ATION INSTALLATION DETAILS W/ 1-SEE SHAT 4 FOR TYPICAL'SHUTTER "E O.-CODE.DISTANCE !$EE 11 AIIONS OR'USE FOR 2- LI K � HV BLADE 2-S H✓IHNTtt:O SECTIONS CAN BE COMB7#D (' ^aR£C1iCAT18h5 Dii S`tEET 13) atAOE"�ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. NIMNI ILONA NUiLINNG CODE Nan Nigh Velocity Hurricane Zane ®2015 EASIRR METAL SUPPr.T,INC. BERTHA HVTM : 11 L f E C O txc. A S S A Accordion Shutter System ■ ■ ■ ■ KV.MADE#1 w/CR w/G KV,ixrbv/v 11-AIX 71WT TESTING ENGINEERING COMPANY American Shutter Systems Dev"I M DAn M„"m: M.1. & 9'•, :k,� =5 Kw'Mlle SL.St.3M VRCM aVOc+a nmx S11 Association. Inc. , OLD 11-192 yta/1s Iw 4i ia11 s PNaw:(MS)"I-1s3O.I'.:(335)071-1511 426$ Westroads Drive 2 .DRAWING No '4,�5'•..•..•..::.6�Cp� e-mw:utc 000,I,rcm West Palm Beach, FL 3340 a �,S�ONAL�E AAAA WALtM A'nWTIJ..PF 4 15-085 P.E. SEN,/Y ATURE/DATE moo"Lk.A 44167 c SN6�OF 20 M CONCRETE ANCHORS -- ,(.♦ 1 t ro (SEE SCHEDULE ON SHEET IJ) I m Sol""1� 1 OR 1 COSTING 1 �Q(MED i�w Ora DIA.-..._ i f xamME y �..` EDGE OF i it FM a� m� i r„w,an+ a sws n) 3 APPLICAM EXISTING aAmma� \ t-a�in i 9 Q(ASS-� i AUERNAT i t ;; WORD(� �IOvJ/4'ITDX WASHOi HEAD i 1 1 1 CR 15 ]/e uai T(]X SGNEW"O IZ'O.C. EDGE OF ' &/8 IXN/CR[ ND' 8 S i I 60.0-0-i--0-i-- C5�SOfE,EDOiLNCHPON SHEET 1J) I APPLICABLE EDGE OF Dag SLAB IF 51AB ff 1 �1/T �t IDG£OF APPUCASLE i tpi 2TNJP�O+ /v'PUCABESLAB IF —E.Q. O. APPLICABLE POURED POURED] FAT VTA7 CONCRETE ANa+ORS t 9 �' {� 'WNCRj D' 1ONCRETE CSCE SCHEDULE ON SHCPT 14) I ar�itLT�,a rmwft° l OR Ct7';coNa:ETE .__ _.._. NEOURtED L FIAT HEAD COHCREIE ANCHORS DAaem<4J REWIRED c o. - a' s NST„) (1-1).T E CH INSTALLATION AUD ONLY FOR UP TO+70,-75 MF ASA. V F 0 N5 L 0 �V WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION -- SCHEDULE QJ.SHEET it CONCRETE ANCf10R'S �n ;--� ITwl O -- SHTtT i5�� 1/4'8114 BtUI"1A'@!p/ DOSING E3wnw.--J iEDct01O4`N OR t/aR t/Ce FONMGlJS& '•'�t>a w+m..ai w nm>.) ___—1 „v,Ot.Amos e/ G1fSS rattwton 1 L t 3/a•un Ooxlma o a•IM I (RL SOCOc+t t U pCaC FaR�h'G tllSFii M'fi t!t t. u T 1/4• 6'-0'1P TO tt4 fact IRIT ' rM _ '3NMT AT fl9Tr(/SIDIIF fEAD + ' + _SI tv (TIP.)('>�NCfE 1T Qi 9EII f I 1/2• t aw , (.10>:3/{'HF% i ftW 1L51.W J/{�- _ -qtr'WAX f .'ji � SC� ISIICGNf.SEYAYI—r�A. t ( —�_ 1 }IIX HEJD / O 12-O.C. J14.3/4- J i' I t 1 8' +, -' �•'"� ro ♦r-2O+&t-55 9& TEX SCREWS O 9'O.G _ OR 1/4-0-20 ss.us. CONCRETE ANCHORS = g . 7O J J14v3/4-S.D.S. = ,'"- ^' / rK,/4•r/-m tcm M/ NUT 0 9'O.C. r(SEE SCITEOUIE ON t Z O 9.O.C. 1 tbr. i• '.•; o,?'ac O�Sictc PLN SRUCRANL 2.00,WIN w WALL M MCc -,K EDGE Or ftcii��� .1.-• F11:;. Pi 5119 IF P14O.0 F.H.S.D.S. r•NA9. :" i / 7 8'y' 17/8" ' ,APPUCADLE CONCRETE ANCHORS 'r NOTE 13(D) OE LATE 1](b) MUM ATE " z O _..,'-- PW1iEU CCI3CRE[E (SETT SQTEDUIE ON QH SHEET 1 POURED CONCRETE RN SHETE 1 CONCRETE BLOCK sNEET 14) .__.�l.._..._ rr OR OR CONCRETE BLOCK POURED — HEOURED REWIREDM)KEYSTONE MOUNTING INSTALLATION M10t1AL CONCRETE (� HV WALL FLOOR INSTALLATION !3y WALL WALK-OVER INSTALLATION 4,.,*w Asa DISM P=5LAg:.01.-17,>r1 R:cU3ttwoAy a.R,rn SPAM n•-9- �J HV RmAINGUARD INSTALLATION 1• n� t THIS FOR CO6NAMN C D.a EDGE O�vNZ ADJACElf AL1 AN OPFRAaE EOT 4 SEE Um us OE USE FOR _ SHAT 4 FOR> SHUTTER (SEE SPECIFICATIONS ON S t ET 13) OR B�@ QN S 19 INSTALLATION DETAlLS WZ1C7 HV BLADE 2-LOUNTING SECTIONS CAN BE CCUU ED uN AHY WAY To SW Am INSTAUASNON. FLORDA BUILDING CODE(Non Nigh Velocity Hurricane Zone A.71(C ''rigr' ®zo1B EAs117W DErAL SUPPLY,INC. BERTHA HVTM I�LT C A�N.. A■S■S■A■ Accordion Shutter System _ Kv MADE gl W/at w/o N,v.W:•nav arm American Shutter Systems IEV.w Docw 1;„ w r DwAw BC W TILLIT TESTING&ENGINEERING COMPANY -o'•, TATE OF '�` Association, Inc. i CCD 11-192 4/IJ/1s O+Tc 4/1J/15 Phwc:(x5)871-1&30.Fm+:(30)871-1631 5268 Westroads Drive 2 DRAWING No ';�<(''rrJ^" ��v\��•' c—1 tx—�7ta�� West Palm Beach, FL 33407 3 'hi SIDNALE t.�� WILIER A nun�.,PZ 15-085 P.E. ;&'7SIGNA�uRE/DATE Ix a,G7 6 SHEET -Or 20 SEE END WALL CO ON SHEETS 10 do 18 oUT �� IN `r INSTALLATIONS W,/ 1 HV AEE ALTW ON`N Ux `�®H'"10G6�b IX15,ING CLASS AND MADE,StAIX IN LIXX Im X +SLATE(S. BLADE W HV CENTERMATES ** MS,�A;011�-o OR SEE END WALL CONNECTION 1O•®m©' ©'®a DusnNc cuss DETAILS ON SHEETS -- 2�2•�1/8•xD•-2 I ®.®�®•®w�.� 3 f/<• y _ _ 6 1/2' 7• (ri06J-T8 Al1AT)mm OPPOSING Mw/(2)A/s•#T�m 1/Z• R®.® 5YMMETRYCAL A"C"OM To Caa:.M - CENTERMATES CENTERMA ES (ICS/BOTTOM)h N1N•SFYAPAMH (4)/to.,/a•sus.ro n�E /Loa/E•s.Ns.o la• W1 HV LOCK V or¢51 WZ ro ctwss AT oat Nkac f!P i f o.C,FVLL Li GHM W HV LOCK or (SEE SCHEDULE 5 5* I N ®* 3 ON 51FL,„) * i 1 5 3Vrb b� 3h dn ©�®�©•pp a®>1D•®� HVB OUT]b HVC 10•�°^©'�®•®°` HVA ©O9®°©+ 7Oa®°1D•�a a -POURED CO-40RETE OR EIDSnN.^Cuss --------- ------- S �a-O YS.SPfAAADN i 1- ©°` YMMEO CA6 TRIL -7 clss 8 +®m©9•®«1t •�5—I�'c1.ss' O CENTERMA ES 1 IN TOAY.ass 5 I W HV 0 6 (w,Rae) ®•®°°p•©dp.� osxf:" +) NSE SCHEDULE / i0 CLASS `�% ©� ts�SCHEDULE I N ® _ ON SHEET i,) - - ----- ------ -- --- �—— ——— OUT -- ---- —CONCRETE ANCHORS 0 b o- - -- b � Q( OUT 1 s t/z-fAAY.suac V, oUT `O ERS`) HVE HVE** HVD FLORIMA BUILDING CODE(Non Hich Velocity Hurricane Zone ®2015 EASTERN M:TAL SUPA.Y•INC. BERTHA HVT, LECO A S s A Accordion Shutter System 1 N C. A. . . . FiV.9ADE#t W/CR W/0 KV.N1NXT,Y EtanE TILLR TESTING& ENGINEERING COMPANY Amertcon Shuster SystemsUY.91DESCRPIID4 DATE BRW4 M AW -d'• STATE'OF r e365 NA 3eu r..s:a.m:%T M GkIDE S.rvRas 3S: Assxlestens Inc. , 0L0,1-192 4/13/!5-A7AP• 4/13/15 -----v t w—:tws +-IW0.F.:(30)871-1551 4268 Wastroods Drive x DRAVANG No �:umr000a— ti'est Palm Cieach, FL 33407 5 WALTIR A T0UITT&.P.E. 15-085 P.E. SgAL/'A( i1 E/QATE �Ew U./44167 5 SHEET 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE RD CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WAL1. BLOCK WALL REWU3D BLOCK WAy REQUIRED "- zl BLOCK WALL fTEOU"RED REWIRED �ExtSnNG Ot, •-EASIING CLASS CONCRETE 16'CTIOR --E%4nNC GLASS r Rat? - f T Y wti E705TIR'>r GLASS O 15.O.C. Rau r �/ 2-LM r- mBASS(SRS -F Eo W N t ScHn`11 FOR aA`N TO GLASS(SM _ UK SfPARADOV SafD.TE ON SIFT 1/16 i3•LUX. ON SICEr 19 RORSHEETm PASS SFI tEa a samuE a+(stET 2 fI RLR SALE 0A•O (6G63-T6)CONE. 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ALUXIINUY CLIP ANGLE O 16.O.C. -- _---- 4 (6065-T6 ALLOY)AT NIDHEK:Ht 4 (1)It ANCHORS TO WALL AT 1"O.C.(LOCATE AT $ SEE DETAIL x F'WjF OR A',1• EITHER SDE aF0) 1 OR SDE CONNECTION ��tL77'' 1 .OR SEE DETAIL x rOR 1 OR ®' ro TRACKS SIDE CONNEKS �-©.O7 aB •®" EE CONNECTION TO TRACKS 4 -E�°�©•Qn8 10.®a. .6 •e-Q.®. .�6-"7.S .®a �p•®"©.�'p.©°' To TRUCKS I ®-p•�-©.®°' L to ®'�-®•moo ®- ®®-®•�-® ®- ® ®-0.0-®®a0 a0ON DET CONNECTION E I 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL Q2 O POURED CONCRETE OR 7U.RLD i RRONLY FOR SPAIIS C 1EATM Ymn tY-0" D CSTI NC CLASS CONCRETE BLOCK WAIL IG 4 -----Zi REWRED GLASS - �� IFFl g•AUTON §1 1/z"S.AL - "_ -- m aw t 0 16 c. --C-F-1 -- �Wt AfNTre, VI> --tFtli aAOE0ADca: SLti�rDLCE W SECTON SEER 19 PR ANCHOR O n F HA')E®AhO ----- CONGREIE eN1f5 t,Ok 12'Q.C. / - ----�- ON 9T 19 FGR ANCHOR H I �0 - 5- IACCS( &0 _- _ OR@ 0 16' �- EO $ R�OR 2•SIH. 2'MR. �APDON Sti'ETR f9 NR @—@OR( .AOR tq.R 1 _SLEW I 5 VOR ®� l7 S,��PLANY7 l7 oR V O-©O-®-®®- DETAIL�S L POURED CON'CR[TE GR ` -©•7Q-®�•®- x� TION V BLADE OR HV WINDOW BLADE INTO RCOUCRCTE EWIRED BLOCK WALL ©•O.p-©•O'®- ©•4•©-©•O-®- ,�H (I A. p• .p.®�O'®. ®'®'®'®"®'®" CbNCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� ®•�Q ®ap®- END CONNECTION DETAIL© Q®°®®ap® FLONA W1111 1, C4UE Hon High Velocity Hurricane Zone SS•• �R�'`.TSL AF! ,i, 2O1S EASTERN METAL SUPPLY.INC. BERTHA HV; Accordion Shutter System Z:7:i7L7EC70 7m, A.S.S®As IJV.BLADE¢t W/OR W/o RV WWW BLADE American Shuifer Systems TcsewP:roN Dxrc GRAm or MI • TILLIT TESTING k ENGINEERING COMPANYCA Bras.nam,=I V155 N.w.3W,S> s..303, A530Ciatt011, Inc. I 011l 11-192 4jI3j15 DATE: 4/1 15 y p. STALE OF Q M 6Q A Fnau:(soslsTl-1530.Fox:(30SM71-1531 4268 Westroods Drive 2 DRAWING NO r'•.• ORI �� a-ma:w«oQ wd West Palm Beach, FL 33407 3 NALE�;6�`• iLQ4G TUR P. "16 s i5-085 P.E SItF}19flS!�1TURE/DATE c SHEET OF 20 SCHEDULE 41 SCHEDULE i2 SCHEDULE Q MAXIMUM SHUTTER SPAN 'L+'OR "L-" MAXIMUM SHUTTER SPAN* "L+' [MUM SHUTTER SPAN*'L+- -- SIA trcEND =NOTES: (ft.). FOR INSTALLATIONS W/ OR 1-' (ft.) FOR R "L-' (It.) INSTALLATIONS .. $, &g or or INSTALLATIONS W/ CONCRETE& WOOD (I)L+:VMIUUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ®or @ or or & W/ONE HV LOCKS NANSORY POSITIVE AS.D.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS�j`J�-or ONE HV LOCK or or OR W NO LOCKING V� L-:MAX ALLOWA13LE SPAN FOR A GIVEN NEGATIVE CENiER1dATr.S &®W/ONE FIV Wf NO LOCKI G RODS® ODS / MOUNTING A, B. &LE' M•RN'S.&PV.D A.S.D.D-�wIGN PRESSURE RATING. LOCK®W/rn LOCKING RODS®TOP & (SEE NOTES t.tT) (VALID MOUMWG DOTTOM SEE NOTES tt SHF1r 7) FLOOR/CEILING WA tiiOE£DURE 7( DETERMINE MOR FLO SPAN FOR �AAt CONCRETE&KTpa MOUNTING GA H. I, 11,J r. U.w&x WALL MQ7NTINCS(TOP/BOTTOM)OR f100R/CEILING: twu4rw CONCRETE&WOOD INSTALLATIONS 0 u�cN1A1 CONCRETE &M lsassi¢ WALL MOUt(R'N, ftf)�/GDLD7G 1LN GIVEN A tWST(PLE AS.D.DESIGN PRESSURE RnnNc. �'OFSra+ �[ WAu.wMNIM Ap9m9sNo1 ttL5TAl1A1'ab DETERMINE MAXWUM SPAN 9.+'FROM SCHEDULE C."4 aeu+e a 7tu4c /� GIVEN A NEGAITVE A.S.D.OEM PRESSURE RATING, uOUHIU7C VP ` Oa f >) _ OpI1�T ��''U�`' (.-Ca-X R Au.uaatralCA� DETERMINE MA%tMUM SPAN 'L-*FROM SCHEDULE L* p6 I- J -i.` t-(57 t 4 W t-TN t GJ L-(9) I.+ M)CUUMINSTALLATIONS SHUTTER470W SPAN 1+'06t%MIT FOR 30 OR ko-a' 1 G-0' 16'-D• 16'-0' 30 _I6'-D' t6'-0' 30 16'-O• 76'-0' 1 p,.T10N5 LN E WOOD SHALL DE t1MRE0 TO FINAL MAbMUM ALLOWAFQE SPAN EQUAL TO THE 35 14'-10' IV-2' 16'-0' 35 19'-10' 14'-10"_ 35 15-2' 16'-10' X05 Txif.AS.D,DESIGN PRESSURE RATING. OLTFRMINm SPAY 1 i8'EEN 1*'AJA 1-'. 40 13-10' 14'-2' 15•-2• 40 13'-10' 13'-10' 40 I4'-2' 1V-2• (3)PROCMURE TO OETBWWE MAIOMUM SPAN FOR 45 13'-1' 13'-C 14'-3' 45 13'-1' 73'-1' 45 13'-4• 14'-T t HV CORNER CENTFRMATE/3 UAY BE USED AT Sit C""'A1WNS IN BETWEEN WALL MOWMNGS 50 12'-5' 12'-8' 13•-7' 50 12'-5• 12•-5• 50_ _ 12'-3' _73'-1' MOUNTING INSTALLATIONS.LOCKING SPEGETCAnONS W/FLO(9t/CETLMC MOUNTINGS: ��-55 '-1' 12'-tI• 55 11'-10' T1'-10' 55 11'-/'_ - ft'-t t' SHALL BE AS INOTCATED ON MANDATORY CONDITION f2 FOR A GIAN POSITIVE A.S.D.DESIGN PRESSURE 11'-Y I 60 I Y-4' 91'-4' 60 10'-2" 10'-11' NOTE/5•SHEET 5, RATING+65 10'-10• I1-III.-11' 65 10'-70' 10'-1o' 65 9,-5' 10'-1' DETERMINE: 70 10'-6' 10'-9' tY-5' 70 f0•-6' 10•-6' 70 8'-9 9-4' Lt++=MAY.SPAN FOR WAIL MMJMING INSTALLATIONS. _ LSt,M.SPAR!FOR E100R/CFTLING MOUNTING 75 10•-1' 10•-1- I0'-4• 11•-1' 75 10'-1' IO'-t• 75 - B'-9' 't1'EKCEPi THAT ILWC09IUM SNJTIFR SPAN 1+'OR INSTALLATIONS. 80 9'-7D• W-10• 10•-0'- IV-9' 80 9'-10' V-10' 'L-•MV MAXMM ASD.DF9NG KDESURE PAT04;FOR FOR A GNEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-8' 9'-6' W-9' 10'-5• 85 9•-6' 9'-6• I STAILA"S INTO CONCRETE OR CONCRETE BLOCK RATING: 509'-J' 9'-3• 9•-5' ID'-1' 90 9'-J' 9'-3--! SWLL BE LIMITED AS FOLLOWS: - DETERMINE: 95 0'-0' B'-9• 9'-2' 9'-10' 95 9'-0' a'-9' 1-CONNECTIONS TO KEYSTONE MOUNTING Lt--M.SPAN FOR WALL MOUNTING INSTALLATIONS, TDO 8•-9' W-9• 9'-0• -10 95 5'-9' W-4" LIMITED TO +64,72 p...I.AND 8'-0'SPAN. SEE L2-®MAX.SPAN FOR ROOT/CEILMIS MOUNTING MOUNTING ION SHEET 7. INSTALLATIONS. 105 W-7' 7-11' 6'-9• 9'-4' 105 B'-0•^ T-LII• _ 110 W_-F_. Y-Y­ 8'-T 9'-2• 170 8'-4• 7'-7' nNIAL WMWUM ALOWAME SPAN IS EOUAL TO THE 115 8•-2• 7'-3' 8'--4' 8•-11• ITS 8-2=-`r-3• SEPARATION 70 GLASS SCHEDULE MINIMUM BEmrEt' 1'+•'-t�`-'1'-,N°�2-- 120 -0• 6'-11• 8'-2• 8'-9•R 720 V-0. 6•-11' 125--_ T-10' G-B' tY-0' W-5• 125 7-10' 6'-e' (4) W TO ANCHOR SGP.,,,1T LRE WITH DE IANUtaUM B ALLOWAQL SPAN 0.VD h'EGATTF A5.0.DESIGN 130 7'-8• 6'-5' 7'-a• I.,. MINIMUM PRESSURE RATING TO DETERURIE MAXIMUM ANCHOR 135 r-7• 6•-z• 7-9 _ 7'--S" 135 las 7--7- 6._2. WIND ZONE sPAanG. -140 r-s s-,1- r-r r-6 140 r-5• 5'-u• ASTM E-1996 SEPARATION 145 V-3' 5'-9• 7'-5' 7'-3' 145 -7•-3' 5'-4' TO GLASS 750 7'-2' S-7' 7'-4•- V-O' 150 7'-Z• 5•-7' 155 T-o' W-5' V-2' 6'-9' 155 7'-0• 5-5' i TNRU 3 160 6'-11' S-2' -T-#' 6'-T 160 6'-11' 5'-Y 165 W-10' V-1' T'-0' C-4' 165 6•-10' w-I' 170 6•-9' Y-11' 6'-11' V-2' 170 V-9• 4'-11- 175 V-7' 4'-9' 6'-9' -6'-0' 175 V-7' 4•-9' 180 6'-6' 4'-B' ...�V 5-10180 66''--46' 44'•'--B5- 185 6-54'-6 -7' S-a185 6S• HV BLADE 190 66t90- 195 195 61-3' 200 6•-2' 4'-2' 6'-4' S'-3' 200 6'-2• 4'-2 205 6'-Y 4'-t' 6'-3' S'-1' _ 205 6•-r- c_t- FLORBA BUILDING CODE(Non High Velocity Hurricane Zone 9 2015 EASTERN METAL.SUPPLY,INC. ,11t11111111111/NANNArYr B ' T A HV �R A:rice/TAY% A S S A '� ,. Q•• Accordion Shutter System l L E C O 1 N t HV.BLADE#1 W/OR W/O FLV.WWN DAC£ American Shutter Systems MV.w DCSCU G,h ,,e„Iooy, C. TIWT TESRNG & ENGINEERING COMPANY Association, Inc. t OLD 11-192 Vim 0+1E: 4 t3 t5 * :* 0355 N.W.zm St.Ste.50L v=0 GWM M nmA 537 / / / $r' Pb—:(1#3)671-1530.Fu:(305X871-1511 4268 Wesfroads Drive 2 >;'�ftE�}F—' DRAWING No 4-�+*d'Im�L�=+ West POIm BLroch, FL 33407 a o Fceata?•��? 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UNaIUY D,EpM��O POURED CONCRETE OF TAPCON OR TAPOGN WITH ADVANCED THRUIDI'M TECHNOLOGY ANCHORS AM TAPPT_R+ 14 12 10 9 B 7 3.5 35 f4 /2 IO 9 e 0 6 a 14 12 t0 D 0 8 6 5 ANgiORs IS 1 3/4',AND FOR BINE TAP W/CAP ANCHORS 6 1 1/2'. 4'-0' U 12 10 9 e 5 a 8 14 12 10 D 8 8 6 a 10 9 a a 6 SS 14 12 10 L. 6 B 6 4 74 12 t0 9 a e a 4.5 14 72 t0 o B 6 4 ss A2)M.3RNT DIBEDYENT OF 1/4'9 x 3/4-ALL POUTS SOUD-SEr ANCHORS SKU It 7/8"DAO DIE POURED CONCRETE.N0 EteFDHENT 14 12 t0 9 a a a 43 14 12 10 9 a 0 a 95 U 72 10 D a a 6 t5 INTO S11A:CO SHALL.BE PERMnED,lf4'0-20 S.S.IAACHINE SCREW USED SHALL BE 1 1/2'LONG MINNUN SHOULD STUCCO DUST,MTD /a 12 10 9 73 S1 SS - 1{ 12 f0 D a a a 5 H 12 f0 9 6 7 53 4 •SS/ Or tKC POF 1'MOOT"FOR WALL WTTH NO STUCCO. 14 12 10 0 6 E 6 8 14.12 10 9 0 8 6 53 14 12 16 0 a S 6 43 @A3[ s t9 FJ'_p H 12 10 9 a 7 4 - 14 12 10 9 8 03 5 JS 14 12 10 6 S5 5 35 3 A3)IN CASE THAT PRECAST BMW-PRECAST CONCRETE PANELS.PAVERS OR ANY NVIBER BE FOUND ON THE COSTING VKI OR FLOOR. 14 12 /0 0 a 75 43 - 14 12 10 9 a 8 6 43 14 f2 10 9 8 I B <J 75 ANCHORS SKILL BE LONG ETOUGH TO REACH THE UAIN STRUCTURE BEHIND SAID WALL FlNISHI ANCIY3fAL'E SIILLL BE AS INDICITED ON 11 12 93 73 e3 45 - - la t2 10 9 e 17.11 0.3 4 14 12 10 9 0 a u ss NOTEi At)&A2)ABU.'E FOR INLSTALLATIONS ON NINYL SOINO OR ErS WITH CUR WITHOUT MEIN.S1U05 CONSULT TINS EtM.PL�IIR.FOR 14 12 10 9 a a 6 - 14 12 10 9 a a 6 3 74 12 10 9 a 6S 3 33 IASTAWWTON THIO ETES WITH PETAL STUDS SIE 9SFET 20. 14 12 10 9 3 13 ] - It 12 10 Q.S 7 83-i-] 14 12 a 63 5S 4 3 14 12 10 o e a - - 14 12 10 0 8 65 3 175 14 12 to 1 E5 1 e 5 1{ - (B) TO DISTiNG CONCRETE CLOCK:(ASTM O-DO) 14 12 6 a5 BS 3 - 14 12 10 D 8 OS 43 35 14. LB 7 S 35 NN 3 -1/4"0 ZAPCON OR TAPCON WITH AMCED THRE40MRW TECHNOLOGY ANCHORS,AS WNUFACTl1RED BY I.T.W.BUALDIDL 7.-0. 14 12 10 9 6 IT - - 14 12 10 9 8 7 S 4 14 12 10 D 17Z 53 1 4 3 -1/4'0 x.3/4'ALL POINTS SOLID-a'EMR T C10Rs.AS DwRoo IED or ALL POINTS SCREA.BOLT&SPEcALTY COMPANY• 14 12 to 5 C3 4 - - 14 12 9 2:1a 43 33 - /4 05 a3 43 53 - -1/4'0 BLUE TAP CONCRc'Tc ANCHORS W/CAP AS WUNUFAcrum HY FLORIDA FASTENERS DIRECT,INC. li 12 f0 a3 7 4 - - to 12110 9 73 53 4 - 1a 12 D 7 .5 i3 -1/4'0 TAPPERA ANCNNORS AS MARNFAOTUJED FR•POWERS FASTENERS,OO..AND DISRRBUTED BY ALL PDMS SCREW.OUU&SPECIALTy f4 11 7 63 43 - - 14 12 10 0 75 55 4{- 14 12 9 7 6 4.5 J _ GGO•ANY OR AW OTH:Et APPROVED LICENSED OR AUTHORQ£D VENDOR R£GSTEED WITH THC`At1ERUCAtN SFAtiTER SISTEMI ASSOCSADOhi,INC. 14 12 10 9 B 63 -_ 14 12 10 9 a 6 4 - 14 12 10 8 65 S 33 - NODES 14 12 ITS 7 53 S - 14 12 a 13 55 a 3 - 25 BS IS 3 4 3 - x 12 93 5. 0 - - t4 12 93 e W 3 - f4 12 a 6 63 4 &i)ka1NaNN F1R8EDtLFM INTO CONCRETE BL.004 Of 7APCDN,BLUE TAP W/DAP A AND 7APPE44 ANGORS S t 1/1'AH,TI TAL'SXUN l3 95 a3 5 y - - 14 12 +6 a e3 5 -1- 14 12 a ITS 3 4 WTIH ADVANCED T1READFOR Y TECHNOLOGY ANCHORS 1s r. 14 12 10 9 e - - - 14 t2 10 9 73 a3 - - 11 12 " 1 9.5 a - - B2)MDlLAl7M EYBEDMEM OF 1I4 f Y 3/4'AHI.PgHis LOUD-SET ANCHORS 57901 EE ENTIRELY EPB'' INTO THE CONCRETE SEOCx.KO la 13 7.5 0 4 - - -_ T4 n 7 53 S 33- - Tt a 55 a3 ss - - - CIHED10if ONTO STUCCO,SHAH.SE Pt78TTTED.1/4'0-10 S.S.LIA7R3E SCRIv USED SHALL BEI 1f2'LWSG Wt751W SHOULD STUCm 14 12 B OS 43 - - - 14 12 63 7' K2 4 - N 103 7 SS 6 43 - 0TH.AND 1'MININUU FOR WADS WITH NO SHI 113 fly 33 4 - t< 12 9 7 0 43 - - 14 11 7 15,51"43Z 14 11 l0 9 73 - - - /4 12 10 0 63 3 - - 14 11 a 5 S 4 - - 6.3)W tl1`E THAT PRECAST STORE,PRECAST CONCRETE.PJJNELS,PAVERS OR ANY VENEER SE FOUND di THE E735RNG WALL OR FLOOR, 10'-0' 1S t 7 S ss - - 13 64 SS S 4 3 - 10 7.6 5 4 3 - - - ANCHORS LEAH BE LONG ENOUGH TO REACH THE WUN STRUCTURE BEHIND SAID WALL rINSHE5.ANCHORAGE SHALL BE AS INCCA:FD ON 14 11 7S 5514 175E 9 6 5 4 25 931 6 5 4 4 HATES B.1)&0.2)AS RIS FOR IALLATONS CH VM SIDING OR EFS WITH OR WTIHOU07C� T METAL SIMS GGASPT THIS NE?R. OS a S - - - - 14 12 6 63 334 - - 13 10 6.6 3 4 3 HNSTAEA7ION ICAO EFS WITH METAL STUDS SEE SHEET 20. i1'-0'14 12 10 - - - - - 14 12 9 7 6 4.5.- - 14 103 7 35 43 JS - T5 93 512 9 6 IS 1 3- 9 7 <S 33 3 (C) MC2ORS SHALL BE INSTALLED FOLLOWING ALR.OF THE RFmS.QrI TILIUiAIII AND MTTONS OF THE A*CTNI HANtrA TUREA 14 10 7 - - - - - 14 103 7 SS 43 - - - 15 83 534.5 75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 43 - 14 IS 73 6 S 12 9 6 43 4 i4 i2 10 - - - - - 14 S t4 12 3 63 5.5 - - - 13 10 Es s 4 - - - EDGE DtSDLUCE VERSUS SPAOINO SCHEDULE FOR ANCHORS, I5 43 _ _ _ _ _ t1 a 5.5 4 ss - - 6 e - UOU11N AWMOR SPACINGS ARE VALID rCR LOGE DISTANCES INDICATED BELow.FOR E ffiRE 0.LESS THE VIDQATFD, DUCE ANCHOR SPA.CMS ss 93 6 _ - 13 93 CS 5 4 - G5 8 S 4 - - BY MLVIPLYING SPACI NO SHOWN ON SCHEDULE BY THE FONl.OWNG FACTOTS _ - - - 14 103 7 SS 4.5 - - 11 ItZ 53 4.5 33 - RCYJCCD SP"�OBTAINED USING FACTOR Si42L"I BE LESS THAN INUUM SPACKII INDICATED FYP CR EACH MOTOR TE. t4 12 - _ - - _ _ t4 1+3 73 a 5 - - - 12 9 6 is _ FACTOR 10 73 5 4 3 - - - 73 33 4 3 - - - ACTUAL AlWANCEID BLUE TAP W/CAP z4 a3 - - - - - - Lz ro a 'IS 4 - - 03 7 s 4 - - - - EDGE 7APCOH TfMMFMN TECHNOLOGYALL POINT SOLID SET TAPPER+ 8 6 - - - - - - SJ 93 6 5 - - - - 0.5 73 5 4 - - - - $ I NCTANCE UN 3PiACR9G 14,-0" ll 12 - - - - - _= 14 1LY5 7 3r - - - 11 Bb SS 4.5 - - - E.O. 1Atf.SPACING-3' Pal SPACING-S PLN.SPACING-3 1/2' HLH SPACOO.3- 3 3/4' 4' 10 75 - - - - - s 7 4s as - ='i= - 7 s i3 3 -i= - 1 HV B D W f>7a�ETC Fo FeI mL O217SLL emc POURED CONCRETE a FOL4Eo C0lKREE�Ra24D I1Jr�MCME amt 13 a - - - - - 11 a ss 4.5 - - - - 9 63 4.5 - - - - - OW CAr�E�,� Lot LM.3 112'TOL M-2 1/Y C0.NCftETE3PiDC1( � �. LCL ELLS 1/t En-2 1ff 7.5 - - - - - - - 12 9 5 - - - - - 93 7 43 - - - - - 3' 1,0 O.BO T.D 0.76 1.0 Ob4 1.0 - - 33 10 65 - - - n3 e 5 - - - - - BLADE WORKING IS'-D' 9 - _ _ - _ - _ e5 63 4 - _ _ _ _ 5 3 _ _ _ _ _ 0.81 1.0. _ 0.67 1.0 10 - - 03 a Is - -I- - a3 e 4 - _ _ _ _ IN UNISON♦ 2' 0.71 0,6E 7 - - - -- - 11.5 83 53 - - - - 9 63 43 - - - ___ It- - - - - 25 9S 6 - - - - 10 7.3 3 - -..,- 0.91 - - - 0.43 s U 6 4 - - 6 43 s _ _ - - 1 i/2- 035 _ _ _ - am 93 N 7 s - - - - - e a 4 - -t-1- - FLORIDA I3(1ILDIIr'G CGDE{Hon High Velocity Hurricone Zone "01"".'N.TiLL f�-1/1,,� ©2015 EASTERN METAL SUPPLY.INC -' ENSF BERTHA IiY„A A■S■S■A■ Accordion Shutter System KV.aAX#1 W/OR W/o We.MZW MADE American Shutter Systems Mv.TA... oFsc9vno. wtE on"ar Ty. m TIL JT TESTING&ENGINEERING COMPANY STATE 0'r eN, (.W N.W.WLk w,x4.305.%W3VA GWD©M FINNtTA 3)t Association, inc. 1 -OLD 11-192 4%13/:s,a c {113/15 Pt :(SW)t 7i-:s3o.Fox:t(306)871-13314268 Wes(roods Drive Ph- '� D,6:-., D -•'�����, 4-N„t 0--f10d- West Palm Beach, FL 33407 3 - DRAWING No ' "'If, SION{�1.�~AWN.TEN A 111 .11.PF- 1 15-085 P.E.`§8Ik1 5!G-NATURE/DATE i70R"A c` r X16 6 5113 OF 20 C Oal H � n 2G 0 S �r � n� �^ I1...�i 7S i1 ^ N N Z •Qj ��� ��i , Qj °' „W3s c NmOye ” z 0 a t� LLJ fn M w �y1fy1l� it u 0 �+f' i to E 5 ��� 'p m * Np JbyCJ•'Oy � ��C O V 6: O 4 QnUQ Y)O ~� m �O�77dS W QV1_Z U) C E o4a`ul � ■ v°�Na° r� z d� �pNnNNYjpNN norr lHnlinnlinl llN111�111irlll�I lf�l linllln1111f1 O ����n 2fp fi Hnn nNNnJ1YNn H','�nv�nH•ar lHlnllH:ni Iml { ItHI I lnl l t��t i tYl l lrl l l�i l � = LLga,jli H � nHN NyNNAN Nn HUNAN Yn NO�H'Yr nN�.lY i Ah I I,Nn 1 1 An 11 N 1 1 1 n I 1 ISH 1 I I�I r }�s�$�� 1111Fp����jf an HnNIH HN nnN NHHnnnnn�HnmYnin�N'�H fN (n�Y�nNY�n Y i N I 1 1 N 1 I 1 A t I w ��(il•,S�4W E1 r.aNNgn�Hn� o HNNn..HNNH.HNHINOHNN�AIN�HHYdfOAH�A�NqY=nnV Y�iA�Y 1H1 J Zh b� <Nn;eNA Nq ....n........ 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