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Florida Building Code Online Page I of 2 PIM, & * 2 u ranrrax [ n Y U w�: a a Mott Dezpalt(Re1itof SCIS name 1 Log In User Registration i Hot Topics Submit Surcharge ; Stats&Facts , Publicat(ons FOC Staff BCIS Site Map i Links i Search Busines �� assi nalUSER:Product Approval (regulation Pnhtuc[Anyovjji Menu>Pmdurt or ArMl1CAI43A'kATTh>60d:K len Use>Application Detail r 0 FL 0 L389-R :9 x m, l Application Type Revision Code Version 014 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 breeley@eastefnmetal.com Authorized Signature Bill Feeley frodriguez@easternMetal.com Technical Representative Address/PhOne/Emall Quality Assurance Representative Address/Phone/Email Category 1 hutte- SubcategoryAccordion �� Compliance Method Evaluation Report from a Florida Rego-Aychitict or a Licensed Florida Professional Engineer f: Evaluation Report-Hardcopy Receive ,0 Florida Engineer or Architect Name who developed the Walter A..Tiilit,Jr.P.E. Evaluation Report Florida License PE-44167 - Quality Assurance Entity National Accreditation and Management Institut Quality Assurance Contract Expiration Date 1213112017 Validated By John W.Knezevlch,PE J. Validation Checklist-Hardcopy Received Certificate of independence FL 3344 PS COI Hy ACCORDION CI NDNHVHZ.relf ^d a Referenced Standard and Year(of Standard) Randard � ary ASTM E•1886 .—Aa'+v ASTM E-1996 �' A ASTM 0-330 2002 i + TAS 203,202,203 7994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIII-I2v.fvx5... 7/16/201 SHUTTER ASSEMBLY SCHEDULE FOR 3/s. HV Q HV 6a� 'z ""' szs 47 s � 1a ecnne T�p � as»- � HY BLADE 1 } NY tRNUBW 51ibf .8625 .8623' .8625" ® HV BLADE IA Y t KM E i ,.�ai5' Y ® WiV LONG RECESSED NYLON BUSHING .0 " 0TP) tl• HV SNORT RECESSED NYLON BUSHING qua I AS PBRIKX7 Ri.t 14V NYLON HAT WASHER QOR cnLL '. j FIAT J. 3750- lY -HV WHEEL CARRIAGE HSI 302-303 SERIES - - A99" 4 ? ! ,/JJr2 750' X n *.870'x3/16'THICK NYLON WHEEL- CLEM ^ N 2 1(e'list T 315"'* SrF w"I r3.T3W' 0.188'*NSI 3D2 SERIES S.S. RIVETS eE�WWFN A525' HV 1 3/4"ACCOROIon PIN w/ 18 HEAD * EXTERIOR` �L a oPrNats eN 5 3'EPS`'.� r Y ,MpM 2 1(4 @ HV 2 3/4-ACCORDION PIN EW/111,E" 4 " _� 1E ecum JYPICAL HV y{JNDOW E( AND 1'OLYCtStBONATE IMPACT RES } a —7 j ; Pdt Yt'.AaE30NATF MI WINDOW D AIL I QOR 0 4 or I ' N.1.s. SE f NOTEioa i ! { k I PO Yc�v}oNAT�PA ..` ANTtY Wg100W UstEUfNTS) ©OR . BAYER MAKROLON 3703 POLYCARBONATE -1 RESINS, UV-SrABIUZED GRADE OR SASIC 3 I °ta am INNOVATIVE PIAs"C: L.EXAN 103 RESIN # x (SEE NOTE •F" ON SHEET 18). � o r (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR L:9 `"w i`' 3� POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR ! i EXTERIOR iactr+at rasa HV®BLADE. jTCAL SHUTTER ASSEMBLY * + rte _ -G rlr.s W t1@2 aaa0T (2) HV PIN @ MAY BE USED IN UEU OF(D AND ONLY AT UL7DE'S Exr oa KNULXIf. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q p327' (SEE NOTE i FOR I sura c ww1+ Am Pm oou !' Dau mnC BLADE WHEN CORRESPONDING TO INSTALLATION "IT", SHEET 7. 048�- afaviafuENTs) i 1 1 IT1'0'�Y#:P 5T1at.CM AVY OrTA PADO WL 4:AD 0.at '1Y'1. itFRIDN,SSRaF>}1 A flE24 l311t Oft G L29.1D Pat TkiDR P.a1. 7/16" THICK S.S. WASHER ,,. �, P newLL.YD0.[MS A*M UM 34DAm"A Pat v (3) HV PIN OR (3 W/ 1/2" 0.0. U Ir SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETIAL X. tN\jam mars CDP ASW CM le rt-mf n rt et SHEET ® I saxc mrsrr asM macr az x aas z wz EEL CARRIAGE��79Ba FEMBI.Y LAYOUT PATS p c N 1xm o-,aAa C•1 owcs AY€ 5Ol rw:t¢1 NM OIDp I010'I PDO t l AG6)PG n Gt8 1TNYC T OBnI A tat V M VD R i Pal 41O PaA. { tIl HV Rt ADE SOLtD & A HV WINDOW BLADE DETAILS �=�����RL� X618 am pal — —— RONDA BUILDING CODE(Non High Velocity Hurricane Zane ts1`' R A.T'"/rf4r fit 2015 EASTERN ULTAL SUPPLY,RSC. BERTHA HVTM LiCEN ' «.� r _"— A A Accordion Shutter System 1 L E C Q T iN C. • ■ ■ ■ H.Y.HAZE#1 W/OR W/O H.Y.WND W HAZE iF3NNG do ENGINEERING COMPANY American Shutter Systems DESCRI"OM VAn WRNWN er: Ml TILUT Association, inn 1 aW 11-142 7143(15 NTE 4f13(T5 p: OF 6s k°'" r U`'=.mm w=K ftmot"m 42668 Westroads Drive a (w5--t tED-oaasitP I.:tsos ll_15sr DRAWING t.o a_mMk OD09oaat.ecm West Palm Beach. FL 33407 ' 15-065 �� %i nOFZA Ls-f 44167.... ��..�` W41S A T410 m.PL 3 P.E. ��I6t4YV`�i+ItUREJDATE D sat: 2O Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/2912025 Date Pending FBC Approval OS/07/2015 Date Approved 06/22/2015 Summary of Products FL# IModel,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and i Non-HVHZ -Ons 15.086 bottom forstorm protection {Limits of Use Installation Instructions [ Approved for use in HVHZ:No FL380 R8 11 A.S.S.A.INC.. Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact of Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D'.Max span is 12'-7'for 35 psf positive F t r RF. tg A.S-S.A.INP.P.R. oRt=iG.ISdr$ti.C;( ASD load and 13'-D'�for 35 psr negative ASD load Ute HV3 blade w/o Created by independent Third Party:Yes window btade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade I and W-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84' -64 psf.See sheet 5 for other spans and ASD pressures. 369.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and i+11 (Non-HVHZ)-Drw 15.085 bottom)Por storm protection Limits of Use installation Instructions Approved for use in HVHZ:NoINCJntVCzjvS.=e .nd1 j 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 Ft 389 ria A'' n 5 w A iNC PFR ORWt' "�-EiF:�NV_{gII ASD load depending on centermates and locking rod configuration for the Created by independent Third Party:Yes i HVI.blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-D"for+75,-75 p.s.r,for metals stud mountings and 8'-0" for 110 p.s.(.for HVI and HV1A working In unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. j 389.3 Bert)a HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drw 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 a8 11 A.S.S.A INC. DRWG,!15•084.orif Approved for use outside HVHZ: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 Other:Largo missite.Max,16'-0"span at 30 p.s.f ASO load for Blade 1 Ft 38� n8 r c A.','-;.A.INC. P r-R t7RtVl'i n9 1 rx•r and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party Yes respective) Contact Us::1940 North Monroe Street,Tallahassee FL 32399 MOW a50.487.1824 The State or Florida is an AA/EEO employer.Copvri9ht21107.2013 State of Florida,::Privacy Statement::AMssibility Statement::Rehmd Statement Under Florida law,email addresses are public retards.It you do not want youre-mailaddress released M response to a public-records request,do not send electronic mad to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1195.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.most provide the Department with an email address B they have one.The emalts provided may be used for official communication with the licensee.However email addresses are'llublic 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.5„please click hire_. product a Approval Accepts: E9 in u-Curilymi i:tu:> - r http://www.floridabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES- 1.IERTH N.V.ACCORDON SHUTTER SYSTELN SNOYitN ON INE PROOUCT EVALWTIGN 00CA4?TT(PX_ HAS BEEN VERIFIED FOR COMPLIANCE DI ACCORDANCE NIH THE 2014(5th EDITION)OF THE IT.Diu B11RD0X:CODE 7H6 ACCORDION SOJTTFLN SYSTEM S1WL h10T 8E 075rALLtD AT NK51 N9DCTY NIrARiCANE ZONES. .DESIGN WIND LOADS SHALL BE CMERXEI ffD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC MND SPEED REQum BY THE JLRO vRoN W1/ERE 8MR1ER WILL, TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAL"FACTOR Kd+O.BS,USING ASCE 7-10 AND SIHLL MDT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RUNGS VaCAIIED ON SHEETS 11 THRU 1$19&20. IN ORDER TO VERIFY THE ABOVE CONMON.UL7IMIATE DESIGN MHO LOADS DETQNWm PER ASCE 7-10 SHALL BE FIST REDUCED TO ASD.DESIGN WIND LOADS AREA•1: HV BLADES M& QA By MULTIPLYING THEM BY 0.6 IN ONIOERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 16 at 20. GENERAL NOTES SHEET 1 IN ORDER 70 VMTY TNAT COMPONENTS AND ANCHORS ON THIS PED.,AS TESTEDD,WERE NOT OWER 5'IRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR MND LOADS WAS ILLY USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER;A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTUMS IN WOOD. SYSTEM COMPONENTS 21,-37 SHEET 3 BERTHA H,V.ACCORDION SHUTTER SYSTEM'S ADEOWCY FOR WIND AND LARGE MISSILE IMPACT LOM HAS BEEN VERGED IN AOCORONNCE WITH SECTION 1603.1,2 OF INE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -NV MADE(D 10214.01-03.#0715.01-0111004.01-05./1214.01-05.#0317.02-05./0609.01-10 AND fDZIO.01-11 AS PER TAS-201.TAS-202 AND TAS-20.1 PROTOCOLS AND ASTM E-1886 AREA - HV 8 (D AND 1L1W WINDOW 81 AAD AND E-1995 STANDARDS(MISSILE LEVE,0.WIND ZONES 1.2&3)&0122,001-10 AS PER TAS 201.203&241 PROTOCOLS LARGE MISSILE ,{WERE APPLICM14 -41V'AMM BLADE 9 10505.01-03 AS PER ASTU E-1886 AND E-1996(UMSRO LEVEL 0.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AHD f 0725,01-68 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LLICKS SHEET 5 INSTALLATION DBMS A-F.CONCRETE/BLOCK SHEET 6 2 RV MADE(D AND HV WINDOW BIDE® ARE ENGINEERED TO WORK IN UNISDH MM EACH OTHER UNDER THE GENERAL UIRTATIONS AND CONINIHXS OF 115E INDICATED ON SHEET 19 NSTAL1ATfCN DETAILS O-µCONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PRS(IN S731VSy,USED AT mAD1S KNUCKLE AND FOR weer MOUNT CONNECTION TO TRACKS SHALL BE 114+275-AND 114.1.75'RFSPECiNE,7 410-4T MINIMUM SERIES Ct 1E DETAILS W SHEET 8 STAINLESS STEEL SCREWS MIH 135.0 km YIE1D STRENGTH AND 180 k4 T04SLE SMEJCIN.PUS STALL BE COATED WITH OERTIH.HV DACROSHIELD COATING SYSTEM AS WVYUFACTURED BY APPROVED CFNTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WIN A�IESCAN SHUTTER SYSTEMS As50LThitOl;.PINS MUST#',FAR THE Hv wvTgNC ON THEIR HEAD, 4.ALL XJAMM WiiR1SIONS,91ALL.BE ALLHImM ASSDC901011 ALLOY AND TEMPER AS INOICAim ON SHEET-.2 AND 3.MINIMUM YIELD,STRENGTH FOR 6061-TS ALLOY K MO W AND 35.7 14 FOR ETD CONNECTION DETAILS 1-B,ODNCRETi;/BLDCK SHM 10 6005-15 ALLOY. MUawu SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCIEr.&BLOCFC SHMT 12 S.ALL SCREWS TO BE STAWLE55 STEEL 304 OR 316 A°S SERIES OR CORROSION RfSSWO COATED CARSON STEL AS PER DIN 50016 WITH 50 Psi MIN.YIELD STRENGTH AND 90 Rai MRL TENIAE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 ANO SHALL COMPLY W/FLORIDA BUILDING;COD£SECTION 2411.3.3.4. ANC/SOP.SCHEDULE-CONCRETE Z,BLOCK SHEET 14 6.DOLTS To RE ASML A-307 OMMANIZED STEEL,OR ASI 304 OR 316 SERIS STAINLESS STEEL WITH 35 IN 1601CONUM YIELD SMENMH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FDR ANCHOR SPECnCATgTS HV BLAME( : 12,13.14,15 AND 20 LNSIALLATION DETAILS LI-R.HOOD SHEET 16 /N BLADE D&0 WORKING IN WNSON:12,13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8. BP H.Y.P^COttfXON SHUTTER SYSTEM GEARS A'U.S.PAPATENT16'779,552 COMPONENTS 7#05 APPROIH•ARE COVERED.IN WHOLE OR N PART BY U.S.PATENT(5456,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X;WOOD SHEET 18 METALSU L SUPt"LY,8JC 9.R SHALL BE THE RESPONSRIUIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE smucwRE%,H RE SHUTTER IS TO 8E ATTACHED TO ENSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE (FAQ ONLY ALL SHUnER COUPONEM#DCS W..1.H REMAIL,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/EON INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 TO.EACH UNIT��PECE�WENTNT AL�INA AA VISIBLE NO L��LACE WTFH WARNING NOTE DURING PERW+OF HURRICANE WARNINGS HOME OWNTR,iENANr.OR a1NES,MUST PROPERLY CLOSE ALL HV AND HDCENTIERMAAREA d- fiV WINDOW BLAS MONLY 11.SHUTTER MANUFACTURERS LABEL SOW.BE LOCATED ON A READILY vwE LE LOCATION AT ACCOROWN suLmER IN ACCGRa&Ncc VAIN SECDON 1710.8.3 Or FLORIDA SUIXONG CODE ONE LABEL.STALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 RACED FOR EVERY OPENING.LAMU.NG TO COMPLY WIIN SECTION 1710.8.2 OF THE FLORIDA BIYILONG CODE 12 BERTH H.V.ACCORDION SHUTTER SYSWS RETALIATION SHALL COMPLY MIH SPECS INDICATED IN THIS DRAWING PLUS ANY SWUM AND ZONM REGULATORS PROYIOEU m THE,IURSD--J1OH%HERE PERMIT IS lPFLM To. 13.(o)THIS READ.PREPARED BY TNS ENGINEER IS GENERIC AND DOES NOT PROVIDE NFCRMATKIN FOR A SITE SPEGFIC PROJECT:I.,WHERE THE SITE CONDITIONS DEVIATE TRIM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FCR THE SEIEMICH,PURCLAS.AND INSTALLATION iJxDONG LIFE SALTY OF THS PRODUCT.BiSED ON THIS P.E.D.,PRONGED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOW11:ENT.CONS1=11,iON SAFETY AT SITE S THE COITRACTCR'S RESPONSISILIN. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E-0.WILL BE OON9nERED NrutO 6 N.TENED BY ANY LENS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MOLE MLL BECOME THE ENGINEER OF RECORD(ED R.)FOR THE PROACF AND WHO WLL LE RESPONSIBLE FOR THE PROPER USE OF THE P.EO.ENCRIEE R OF RECORD,ACIDIC AS A DELEGATED ENGINEER TO THE P-EO,ETMNIEEt SHALL.MEW TO ITS LATTER THE SITE SPECIFIC t WJJ S FOR REVIEW. (c)ORDINAL P.E.D.SHALL BEM THE DATE AND ORIONAL SEAL AND SCIATURE OF THE PROFESSIONAL 04MNM OF RECORD THAT PREPARED R. III FLORIDA BBkLDING CODE(Hon High Velocity Hurricane Zone A.Vj/�''AiiA »2015 EASTERN METAL SUPPLY.INC. �P'.41Cfrq,`../•v�'y BERTHA VT,A 0. x I L E C O f N t. A S■ ■ ■ KVAccordion Shutter System = ■ .RADE#1 w/OR W/0 kV,WINDOW/BADE Amerfccm Shufter Systems rv.fi, DEssrPnaN nArz crwN m: M_ 9; OY9 _ _r TiLLiT TESTING&ENGINEERING COMPANY O A Tf OF W 3 N.M.}°R a.SEC 306,vinm GNii7M ItOPI A mi Associctlon, Inc. 1 OLD 11-192 4/13/15 tWE• 4/13/15 Pna e:(SOS)871-1610.Fort:(305)871-153; 4268 WestroOds Drive 2 �` m�e tbU_.0.d West Palm Beach, Fl. 33407 3 DRAWING No KATE A..runs.RE 4 15=085 P.E. SEAI%S ftVURE/DATE FL°Rat u`1 44'G7 s SHEET 6 1 OF 20 a 7iI , t aAsr 4.999- 1 HV SOLID BLADE 3UHY UNIVERSAL FLOATER COVL'RE 8179 QUALIFIED FOR USE W/ HV BLADEOI O HV BLADE 1 1W/ 1UA HY WINDOW BLADEw 6005-T5 ALLOY AND TEMPER QUALIFIED W H FOR USE V 6063-76 ALLOY AND TEMPCR 'SEE LPAITA71ONS OF USE OF BLADEBLADE o ®ON SHEET 79 + 6063-T6 ALLOY ARDD TEMPER 124, 6063-T6 ALLOY AND TEMPER ?TO- 2.677r 3.556• .934• - 1. . 94 670' ]LB• 72 € 642 • 4,827' AIs• 2.092- ��JJ�� 7 HV ADJ. ADAPTE W P "3R 12 13 R ^Q0.7' •• _ P•QZ2: • (v, WALK-OVER .s2D - HV ADJ C BLA)E( V QUALIFIED FOR U E HV TRENCH TRACK 6053-T6 ALLOY AND TEMPER BLA7E T QUALIFIED FOR 715E W/IIV QUAUFrD FOR USE W/HV 6063-76 ALLOY 0 TEMPER BLADE(DONLY. HV RAINGUARD BADE O G063-T6 ALLAY AND TEMPER QUALIFIED FOR U W/T(V 6063-T6 ACLOY ANO TEMPER - vn3Es _ t,936• (,1$)E 1' 7.9f5 VARIES 1.4)36• fi063-T6 ABLOLA77D TEMPER 1.917• o ..�W}• .- Ofl]' �J• 093•' '4i ___...._.. .100' r .+ F' X093• .060• �y� . 670 .M3* 09}; •CP 670+ 1.680 •' 1 HY HEADER/SILL � 11 HVfLING HEADER 13 HD CEILING HEADER/SILL 0 ED FOR USE W/ HV BLADE(1ONLY, QUM1l 6063-T6 ALLO AND 7[MPe i ONLY QUtJJRED.rOR USE W/ HV BLADE TO 14 HD WALL HEADERISILL SEE SECTIONS FOR VALIDITY.- SEF. SECTIONS FOR VAUDITY. QUALIFIED FOR USE W/W6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER DIADE 10 ONLY. 6063-T6 ALLOY AND 1E14PER !u t COMPONENT A 6 TI i2 X Y t Y NY+Cit I` t• t" AB3' �I Y I 2' ,'0.725" L � � 2• 5•WJt.i 1/9• 1/8• 2• 5•MAX!0.192' 0.192" SIDE ANGLES CORNER POSTS OUALIFIED FOR USE W!HV ALUMINUM ANGLES 1B' i 2.5• T vAx.�0.+90• 9.+90' UAJFIED FOR USE W/HV BLADE Of ` OUt.UFlm FOF�USE W/HV 6063-T6 ALLOY AND TEMPER BLADE(I ONLY. ,,CC;;�� BLADEO 6063-T6 ALLOY AND TEMPER Cl Y 5•MAXd 0.139• Od31• 6063-i6 ALLOY AND TEMPER KORDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 2015 EASTERN WUAL SUPPLY,INC. /� Q BERTHA HVTIA P: SF'.. V M Accordion Shutter System EN 1 L ECO ■�. ■ ■ KV.11,wE#1 W/OR W/o KV.WINDOW DADE *= American Shutter Systems rv.NJ o1scol1W+ SATE I ora*N IN: ILL TILLT TESTING k ENGINEERING COMPANY STATE OF ',LF sw KN.amt St.Sts.315.1= A G*MM R0$Z1 33+ ASSOCIatian, Inc. 1 0 O L 1-192 4/13/15 OA L ,/13/16 ' z, Fl—:(395)671-1530.F. (305)671-,631 4265 Westroads Drive s IRE St t.L— Wcst POIm 3coch, FL 33307 3 ORAY,'iNG N9 WALTER ..P.E , 15-085 9b*,,06tbt RE CAT FURCA 4x a 4a167 3 SHEET e 2 OF 2Q 1 4�-no '.A= .743c:wr2 4.576' A ( Pa�y ' fi• I ` ,T'--- S.sus. e.KCD PwJC•D p � r 8 ° •`�, i �• t (z m.a� - nwco f�rw�aca .Omr �T r i 6 ri i o .87 7.325• k I ff ,}. .3t8' COLLAS$Cn14T.4 ,wAs c"A" —...3,---�— !.._. •.4 a KLA)(onwE (atsuc Puna) 2 HV CENTERMATE \• --- _ ,.32� " n� OUAUFlED FOR LADEUI do ONLY HV EGRESS LOCK 60b3-T6 ALLOY AND TCN?ER )EO FOR USE YJ/ 1{J QLAOE t & i ONLY .T 3.073• ' OVA),IFIED FOR USE)4/HV QL'ALJflED�FOR USE W/ HV 6063-76 ALLAY AND TEMPER BLADE Q& ONLY. aLetDE lL!& !�DNLY. FLED FOR USE W/HV BLADE I,ONLY •O0' t8' 74' 6063-T6 ALLOYAND TEMPER TVSTIC RCAo a 18' 4.04�i 2' NOLISC TO' SCREW 1.7Sr .360'AFTER RhTnNO cs n 1/4"9-20 xv3/4" BEFORE RNEtLNO y - S.S. THUMBSCREW 1/4 0-20 RIVNUT; *Ss O+ ALWr a(Ewt u Au"u=nA M not 1 7. F I_._..... t..........1 �. SHEET et07J7[(.FART I C820.AS UJXVFKCTURW BY AVDM PLM ry ,Raa ETEYAT�1 KV MLLE "T" LOCK_CENTFRMAT A w v c,c�7r tris V PA•rTER taw VE n;C ott Ecuv.. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE YJI BLADE{I�ONIY HV FEMALE T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY/ tENPER OUAL)flE0 FOR 1 USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 7UONLY QUALIFIED FOR USE W/ HV BLADE(1')ONLY W/.9V BLADE U ONLY. 51.A0£Q ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEAR) 3.161 ow r- n1uMroa :214. .6G3 _asr. a r y a6 ,Y Ncc-1TER OR .214' I .5c5' T� 0.075'Kn. _125'Uoa. HD 7 R 0 O ✓�` C 7 R abs OUALIFED FOR USE WJ HV BLADE T do A QUALIFIED FOR USE W/HV BLADEt & 1A HD 64b3 INSERT 6063-;6 ALLOY AND TEMPEP. 1 -76 ALLOY AND TEMPER CENT T S 1vnREc,,� 2-Nal,__-- QUALIFIED FOR USE HV BLADES &0 i _i/4•s-7o ss on 7/t'•-te 1,f 6063-16 ALLOY fN0 TEMPER i SIE DUALS) °r ttl2• ° ,. -"TCIBNtkR i r i � 0 - OR KEY SLS �• • !!.1__.....:.._... 1.57_ 4.n gUKDDI X, LOCKING ROD1/4 0 44LOCK1.7e Me.. m QUA1J - SIV 1 4" 0-20 AISI 304 BY RECENT,MARowrae MORTISE L SERIES Es 2NODS DOLE Lacy 6063-T6 ALLOT AND TEMPERv' Hiyl_$°0-16 ACETAL f © s TNSIALd,ATIQN WILL REQUIRE A 1/16'HOLE T}-tUM$SCRMS 'SERIFS S.S. THUMBSCREbVS QuaufleD FOR USE Wf HV Q+Ap>='T & D LLED AT')RACKS FOR PROPER EMBEDLIENT QUAL• E 0 QUALIFIED FOR USE W/ HV BLADE Q .OR��rJt Q��L��N��(j�{�IOEt High YCIOCity HurfiCODE Zone •AAAA..,, r/'i��i B 2015 EASTERN'METAL SUPPLY,INC. BERTHA HVTM TLIE C O ���. A.S.S.A. Accordion Shutter System KV.ELIdIE#t W/OR W/0 KV.YAtOWY RADE American Shutter Systems r,,,N„T_ 0�,;,3, UTE r)F„r,1,ar: NAL -'! ? •J+r� TtLLIT TESTING& ENOINEER))tG COMPANY Ass7sciattAn, Inc. , cT.D 11-192 +{13!15 Lux 4/13/75 t3ss N.v..:a,,,,Ste.Z)s1..,�v.F. (30x,),styrax all� 4268 Westroods Drive 2' -.... Phaeo:€x5}571-,53a.Fu:{3as�71-t5at DI7AWTNC NO .�A�CGC��� a-ma:::6recaO:c:.mm 'NCSt Palm B60ch, FL 334U'( 4 ,- C'08� FII-Q7C)T 4 J r�/rJ//1N111111115\1t1 Tra2.TFR A;,-1 K.PAL P.E. SEAL/SIGNAT URE%'DATE L 144767 6 StiF3 OF 20 •NOTES ON HV LOCKS AND CENTERMATES: A D C D Y M $ T U 1.161161109M.CMVnM ft ONE W LOCK®or&$HALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OSH ELEVAl10�LOCK or 92:OF BE USED AS AN INSIDE OR UITTER SPAN UOVI9DE LOP TO CK,ATiACFI� TL?NS,IiT AND MR 11,17 ANY Ct]4TERMATFS W/(2) 1/4'D-20 x 1/2'LONG FIAT HEAD S.S.N.S.LOCATION OF LOCK SHALL BE AS 04DICATED ON OgOQ TYPICAL SHIRTFR ATON. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO W LOCKS �9 OR MAY BE USm AS AN INSIDE OR OUTSIDE LOCI(.CONNECWN OF LOCKS TO CENTERMATES OR&SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p— 3.OPTIONAL CONDITION 12 OMUD QULY WHEN MAN9l4TORY C6NMIIOSI 81 OR UMM MANQ0.ATORY CgiDRgN II � aft IS LIQ W/1Y10 H.V.LMT,LOCIONG RODSARE HOi REQUIRED AT URRICA`iE POSITION,BUT MAY --- a6joa�0_Jal¢J• a BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS Y4 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSIMN). 54.MA1nAlm CONOmOM +ONE HV LOCK a ®SHALL BE USED AT CORNERCENFERMATES FOR AW SPAN A t ANO IN A7 ANY ELEVATION.HV LO or�SFIA11 8E USED A5 AN OUTSIDE OR INSIDE TACK, ATTACHED TD EARNER CETtrERMATE w/(2) 1/4 6-zO x 1/2'LONG FLAT HE1D S.S.NLS TWO LOCKD7G RODS � � AT TOP&BO ON SHALL BE USED.IDCATION OF LOCK SHAL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. } 11 gig s. AIJERNAEE f •ONE ALTERNATE HV LOCK MAY BE 14 LIEU OF HV LOCI( or FOR ANf SPAN AND C}1M ` AB F N DHSLALAnONs AT ANY ELEVATION.AL NATE LOCK 0 WAY BE USED AS AN SIDE OR OU DE LOCK.ATDGCNLLENi Y � �^ Of 1/4'6-2Ox3/4S.S.7HUMOSCREW TO 0 OR 0 CENIEFtAtATES SHALL BE MADE W%1/4'6-2QK3/4'ALUM. / I dEz v fig► RNNUr AS SHOwIN ON SECTION WE SHEET 8.ONE LOCK SAIL BE USED AT 1/2 OF SIWTER SPA(OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 8 8.MANDATORY CONDITION i3 FOR KF'•fsT[1NF IKILINTINO NSTAI ATIONS' ONE FN LACK 0 or @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANI'SPAN OR 12'ABOVE OR BELOW 1/2 OF SHLILT-R SPAN FOR SPANS 11P i TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.MV LOCK 6 or§or(4MAY BE U5-D AS AN IN90E OR OUTSIDE LOCK,ATTACHED TO e3 or 0 SYMMETRICAL CENTERMATES W/(2)1/4'-2D x 1/2-LONG FAT HEAD SS 5EC END -- JIB MS LOCATION OF LACK SHALL BE AS INDICATED ON TYWAL SHUTTER ELEVATION. USE OF LOCKING ROM 0 W/ CONNE OH D F ([D N 1 J K L Y V D A Y M x OR 0 TOP AND BOTTOM IS COMPLETELY MANDATOR(. SHEETS 10 6 YYY 1HEICM; " *NOTES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER I. CENTEJHMATE ¢�_;ONE ALTERNATE Hv T LOCK(Sb MAY BE ALLED IN UEU OF LN LOCKS OR 64 FOR ANY SPAN AND i�j' w�m�• 7Ua^�a10 I STALUnO AT ANY ELEVAIAXV.AL TE LOCKY BE USED!S/W RVSIOE OR SDE LOCK ATTACHMENT OF LOCK INCLUDES U58HC RONFORCNC ,AS SHOWN ON SECRON FAS:,SKEET 9,WHICH MUST 8E 10 �J m e w .—__.-._ CONNECTED TO CEMt3iMATES 0 AND @ W/ 1/4'6-20 x 1 1/2'LONG SS THREADED BOLT W/7/8'0.3/32' WINGNUT OR W/1/4'0-20x1'SS.M.S.INTO A 1/4'ex 5/8'RiMUT.LOCK MAY BE INSTALLED AT WDS'AN OR 12" 6D_t�'@_&(D(D• oA MAXIMUM ABOVE AND BELOW MIOSPAN.USE OF TWO LOCgNG RODS®TOP AND EOTOM IS MANDATORY. @•R_ta T@"L8-J. " • •SaV•�a(i,3L•� *NOTES QN HD LOCKS & CET ES: 1.HD LOCK �/ND Cf7r1ERYA7LS.3 S W/ ONEKTEIWATE 1iD LACK® MAYBE USED Dl UEq�' PICAL 1 HV BLADE SHUTTER ELEVATIO HV LOCKS cR p. FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE VD LOCK 1:7 MAY BE USED AS AN D14DE OR OlRS LOCK ATTACHMENT OF HD LOCK 0 TO @ IS W/3 t8 x 3/8'F.H.SS.M.S,AND INCLUDES RFLNFORCEAIENi INSERT AS SHOWN ON SECTIONS HDB-HY8 AND HDC-HNC,SHEET I0.LOCK MAY BE INSTALLED AT M:CSPAN OR 12'MAXIMUM SnOW OR ABOVE 1GDSPAN.USE OF LOCKING RODS g IS COMPLETELY OPTIONAL ROMDA u on iah elocity Hurricane ne 0 2015 EASTERN METAL SUPPLr.INC. ��CEN,p. -y-�—� BERTHA HVTM IILIEC O 1a.. A,,�'�.S.A, Accordion Shutter System / FIV.�$1 W/CR W/O H.V.VANOWY BLADE *= TILLIT TESTING & ENGINEERING COMPANYeriean Shutter Systems I,a„ IyTC aIU,,,9r ML -13 STATE OF Q 6,,„..,,,� ,,,, , ,,,, Association, Inc. I OLD 11-192 4/13/15 DM 4/13/15 Pxac r(J05}e71-15J?.FaK:(305)871-1331 4288 Westroods Drive 2 %TF•• RI G��`p�� .-a,aa:4^maooaaL�n West Palm Beach, FL 33407 s DRAWING No 4,A's/ONAL��6L� YALTIF A T21Fr J:PE . 3 5-085 P.E. SfAt)'T tfiilnl)1RE/DATE /TcaaA Uc 4J1G7 ' SHEET A 5 OF 20 CRETE AICHOFS POURED CONCRETE POURED POURED (SEE SCF7EDULE CH ROEC�62E0 BLOCK 1Ttzl '0-2003/4'S.S. CON REODUiED ��13) COLIC ANCHORS NE SCtaM pzzCONCRETE ANCHORS I©18 r9R ad LSE tnavm+00a StF£f 17 (SE SaIEIR11F Q`T 0 12'(SEE SCHEDULE ON SKEET 13) 577EET 13) O 12'O.C. _. n. t/4�-2fLt3/4SS.i : £O4ACHWE USING 1/4'-20 HUTS 1 2• O 12'O.C. t/ 2 I-D.• / 25D Max. I - 73 DR 5 /r~_ s � --13 a i5 L -'- .. t, .250' 'O \ 0.• G i oPR FLu •/ oonOkk " —T ro asst tsE ; : L • 41N.SEPARATION 70 CLASSt 11 fm ewi m+x1 tl 1--�)OR 7� E)as77NG—i--SEE SCHEDULE ON SHUT it) a 0431 o rTn 1 r 7 _ ' I OEA55 ( )�.� 1 ESOSRNG a106IDa® : UK S'.PARATION TO CUSS 1 IL —(SEE SCHEXXE ON SHEET 11) _....... 1 1 Q HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE f]OSOHG M[H.SEPARAT4xi TO GLASS W.195-� ,µ , �• 1 O�t1H��—(SEE SCHEDULE 0.4SHEET 11) --01 1 OR 1qN.SEPA'7ATION TO CLASS CIASS (SEE SCHEDULE ON SHIT 17)— n w+wamwv- N j7x, ;�. oPTTDHAtI1 F 11 I/'-oPttvvtAFOTh EO L - ---- ORC4 L„y_ - I + 1/4.0-20.3/4'SS. !t+ /! Eq q F}n.LIPS TRUSS HEAD ! 1/4'0-20x3/4'S.S.PIDLUPS �17A L._.. UALHNE SCREWS USIN .._.__.. CONCRETE ANCHCRS t�.�.TRUSS HEAD MkOU E SCREWS -� — ==,-M MCHORS / 1 @_@ I I. 1/4'-2O HUTS O 12”O-C- L-(SEE SCHEDULE CIV wf t/4•-2a RLM a 12'O.C. POURED CONCRETE (SEE SCHEDULE OH SHEET 13) ` •-ML, POURED OR CC14 BLOCK SHEET 13) OR ALL NCRE TE 1ED&OCK __............/_.._ 1 HV WALL SILT INATI STALLON (SEESCHEDULE CH r Gu D F HV WALL SILL INSTALLATION CR PCU14M CONETE SHEET 14) OR CONCRETE BLOCK wA1i REWIRED EO HV WALL SILL INSTALLATION NOTE FOR CO4WHADYY:QF SEenaNS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 rYR TYPICAL SHUTTER A G 0.-EDGE DISTANCE •SE'4 lA4RAlIONS OF USE FOR ASSEMBLY / 1 / 2_.MOUNT070 SECIIOtS CAN Be COMEC'tEa (SEE SPMFICATIONS ON STET 13) BLADE 7LA ON SHEET 19 \. H V BLADE 24 ANY WAY TO SUIT ANY INWALLAIM. uuuuH FLORIDA BUILD'IN6 CQDE(Non High Velocity Hurricone Zone ®2015 EASTURN META SUPPLY,INC. ?: EBERTHA HV,, L ECO 1 p L. A.S.S■A■ Accordion Shutter System Nv aAW g1 w/CR w/01iV,WNWN MAX lfr ,/ Amadcon Shutter Systems 1YTC.'OP:" DATE MAN De 4.L. q; TWIT TESTING & ENGINEERING COMPANY �.. SATE OF ��+_ em PLO.S a. 3es , rzD� ut Association, Inc. , OLD 17-792 N13/7s uqE 4/13f15 ana a:(M)e71-15W.Fa.:(305)371-1531 4268 Westroads Drive 2 DF?al'JING No ATS ••. • 'a. O°Cos•ooxccm West Polm BeOCh, Fl. 33407 3 15-085 '7h,S�ONALIEI,L�` WALTER A. Lk. N,�+ 5 SHEET P.E. S ��r�hkTURE/DkTE 9 6 OF 20 POURED CONCRETE A1rUH075 I m 1 OR • _...�._ 1 COHC1TflE (SEE SCREDUE ON SHEET 13) ',�(MEII ® eGSDNC t tO aAa , SS— EOCE OF 11 FOR UAMT.0 2 �~ �srwant 04 am 19 RX AM CIMINO OO$1,NOtDCATION � i A 0104/4'HEX WASHER HEAD 11 OR ORI TAT(SCRE7F®tY O.C. DCE OF CONCRETE ANCHORS 8 , AS IF 7 ' (SFE SCHEDt1LE ON SHEET 13) i D4E of C1A55--: i DUCE OF /J� 1? SI/H 1F 53/8 IF , / ; 1/2 I EDGE OF _ ' APPLICABLE SLAB IF ( / 9Tm « / O. o. At+Pt"tJ°m'E C RE'T�EJ / ----i:D. CONC POURMJ (fit SCHEDULE IWh.E'ceElE wr; ..__ ..__._.... FTAT HEAD CONCRETE ANC14ORS -41 s R fua m xn POURED REOU RED REQUIRED «o4n t31w t OR CONCRETE 11 .TRENCH INSTALLATION i OAlamaQ7# ONCRETE D.• 0. (SFE SCHEDULE d:SHUT 34) AUD ONLY TOR UP TO+70.-75 PSF ASD. V 00 1 5 AL O O HV WALK—OVER INSTALLATION OESIGN PRESSURE RATING h FOR SPANS PER HV CEILING INSTALLATION SCHEDULE d3. SHEET 11 Axw xw.mw O CDKXR:tE ANCHORS ,--'------cam -,------• SEE SCHEDULE ON FJaSrYG SHEET 15) 1/4.0 nM OWFOORM W am 1n ( 0 STDIGG E76TING—y _— TiD4 OIN CA 1/iV fO1r16 I 11//4- CLAMGLf53 1f�IDtm..4'w 9QT t7 —1 C7� F=UA wM.Moos W/ EIAX O 1/fY6sOt t3 1 3/4'YN 047m"OR O O' j fl D•1•+ I I � '-i(sti soanus w ,q n-RR w TO c•d I �', ' 1 4" 1 44'-�O'IP TOM ILtlI.ART 111 �wz. '� 1 s04xrt a nvNr rAsrom,,rra ' I E , (wj(sQ NG,:tt OM scu,1 1/2• --. 3ptox3/4'HEY 1 iV1fA(tNl[A Q'"I 3/s'- J{" 1 I TUC 0 12'D.C. J 1 e' #14x3/4' NIX F:FAD�/ ,1 - 1 3' , ,, '''.�' f'l •^'.:'r /r.-20,3/4'ss us TpC SCREWS O 9" 3 _ __ #14.3/4-SM S. t/4•r-T3 NwS. OR 1/4"0-20 SS.NS. i CONCrIm ANCHORS O 9'O.C oy Mf NOT V 4. (SFE SCJN[WLE ON n I 1 ' I.. • NON smwnRk. ` 17 TR 18 1/2- .1, 17 18 ,j'' 2.00 OWN. 1M42L� ME=iAIK J EDGE 11 / SLAB IF \ l.#s4.3/4-F.H.smz. YduN. 17/8 APPUcW. - 1'o1ARD mo3:TE j/ CONCRETE ANCHORS NOTE 13(b) "'SEE NOTE 13(b) 1 JEO pWf�p CONCRETE— (�SCHEDULE ON ON SHEET 1 - PRCOU CON(7iETE—' ON sH�r 1 D•----.- - -.._ cR-toRETE DLDC SHEET 14) KEYSTONE MOUNTING INSTALLATION �OtYJ�ETE rJ.00K oRna+AL caN }IV WALL FLOOR INSTALLATION HV WALL WALK—OYER INSTALLATION , �,„,° PEDU3TED Q H1 NGUARD INSTALLATION t JIM BE N9TE FOR CO-ONAWN OF SECnrA S; •,RM6610NA0HSTSIEE WaN PEAILIAMNI RFORMED 4 E.D.m EDGE DriTATCE SFE A51 CENT'TO AN OPERABLE It= 4 UYrtnRONS OF USE I-SEE SHEET 4 FOR nRrAIL SHUTER (SEE SPEMCATIONS ON SHEET 13) OR ENTRANCE A l ASSEMBLY SHEET 19 INSTALLATION DETAILS W/ (17 HV BLADE z MOUNTING W T s� $CAN BE � FLOWDA WING CODE(Mon High VelocityHurricane Zone H1 ANT WAY To ulr Am tNs1u.EAnoN. A.'1I(��T/,,A ®2015 EASTERN UUAL SUPPLY,INC. ENS `�9 BERTHA HVTM - - /77LU Accordion Shutter System Eo S s■ ■ FY. MME#1 W/OR W/O HV.WNW S ADE American Shutter Systems ,,,, TILLIT TESTING do ENGINEERING COMPANY •O'•, ATE DF .:�` e=Na.3sza,S..Stn.veza�w G rq.5.n6"m+.111 Association. Inc. I OLD 11-192 4/13/15 CATE, 4/13/15 %G.� P.....;(k5}R71-,330.F.1(305)VI-1531 4268 Westroods Drive 2 West Palm Beach. FL 33407 th—ft DRAWING No c —.1: T.4a„ 3 %XTER A CH-OWB)1J,P.E. 4 15-085 P.E. SVARE/DATE FLOWA Uc,p 441r7 s SHEET OF 20 6 SEE END WALL ECT10"I 10 & Is T `f' INSTALLATIONS W f 1 HV s¢NDts 0u Laalmc r+0 ON aL°�°'® �U 1 90' I N , /•—D4511NG CRSS BLD Al,t XK A iff IS W FOR 5. ^_ If✓f BLADE W HV CENTERMATES ADE XM SME«T. �o °�°°©•O7 n 8 tD•Qa 0R SEE END WALL CONNECTION to•®"©• ©-®" DUSTIN aass DETAILS O ®�O•®��•� ----- ------------- t60GY Te ' OPPOSING MrLEW/(2)v.•7wvm+ 1/2• -©•® I SYMMETRYCAL AWHORS CENTERMATES CE R ES {,Dv/GaiiDld)k u1N.SFSAAATEON (4)►1o.1/z.sus r i,o,J/s•sus o,z W/ NV LOCK _ or QS) To CLASS AT F7i]I mcm(Il£) / o1C•�'•Uwarr. W/ NV LOCK _ or { LE i * 3 ) C 5 n * 5* I N ® ON seer,, 5 � ©�®a©.Oj n®n10•®� O a HVB OUT ®n ,o•®�4•��•®� HVA p�®�©.Odp�to•Qa E%SN/G HVC -POURM CavCRErE as ASS cONC:F re,AA-N WAM °•°-©�®-O•�I �-------.----- t0�®m?©•�a�•�o.—_ r rearm �t mss- ------ – – - – r---- snNc ©n' SY METRICA s 7 a s 7 w r 1—- _ 8 •®�O9•®°t� J\.GE 0 CENTERMA ES r r©��,c®a ®�®-®��m vMT sr?�n� , CHEDLILE W NV Lo K 6 (DrtEmaia) ll'� lJ'®°lJ•KJ {04 sKM 11) ND,,SECtASTON ®n {OOSNCHEDU E } IN CNS) -- — — i -------�®•-- — ------ OUT ANCNORS fl —1 n * g I Vis /J SY FO—UT] G 532-MAX.SLACK HVD OUT (°`TERM) HVE HVE** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane `„1U1y1,a,l,irrNry,r 0 2015 FAS;ERN HTQ SWRY•INC. BERTHA HVTM LC A S SAccordion Shutter System C O IMC. N.V.aADE#1 W/CR Who KV.WNW PALE Amerfcon Shutter Systems Ducs:aD. DATE TIWT TESTING do ENGINEERING COMPANY a: STATE OF = s»a Association, Inc. 1 0 il 11-152 F/,J/,5 au=• 4/13(,5 ,t pt—; rQ:{305W1-1531 4268 Wastroads Drive 2 F'•.F10Rry❑�I5�D7p ®Vmasn9`" Wes; Palm Beach, FL 33407 J DRAWING No '''''�sS/ IN11��G``� ALTM lic./N-RE G J�OL75 P.E. S Air1FtE HATE SNcET a OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE REED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED 13LOCK WAIL REOU,RED BLOCK WALL REOUIRED REOUMEO WSW GLASS( / E)GSTUIC CLASS CONCRETE IV- �EXISTIRO(LASS 'r.-'-7 _ / Y Y.tN EXISQNG CUSS O 16'O.C. MEN.sEF94aa1ON -.1 '(ice - i '�J 2-FAM, r— TO MASS(SM KY 95A.A71M —F EO ED O GLASS(SEER 111 FUR RACE®NL To CUSS(SE i' TO GLASSUK �ONSfZ( SCHMULE ON SHEET 1/16•.3•MAX- ON SH ET 19 FOR 1`CHEDU EEA�hND SOmuLE ON SHEET It FOR RACEOAND (6063-TS)COW- ELADESm6,00 w OR-8 1D ETR 1/2• At FCR 9� � ON seET m FOR ALUM.(LOCATE (L'OGTESIDE 1 RADSm&0 P EIZ(L s0E 1/2• � BIODE50t1 QD EEmrtFs�1 oFV) - 1/2'MN. - OF I +USE 1.OR 2-MAX j1¢,F/z'sus. AAiwIN�UN�ANGLEANs•.D'-2 ti --- 0 16'O.C. ---_— ®16'O.C. --_--- (6063-76 ALL"AT MIOHEMHr 4 a S (2)1/4.0 TAPcoSlRs ArxHORS To S SEE DETAL FD WNL AT 1'O.C.(LOCATE AT SIDE ETALL x X CONNECTION �O�R MHER 9�OF O) 1 OR(� 1 OR SES DETAS x FOR 1 OR & TO TRACKS �� SEE DETAL WE CotaRECRON ®aa o•B '®• SNE X CQNTRECIION 4 a 6 7-8•-f9•�- TO TRACE a 6•7-8_ 0.®- LB' ®a®•,�a�i•®a TO iRAU(5 i OON DEJ•®•®-fes O®-®®-®®•2 A O 1 3 END CONNECTION DETAIL 4 SND CONNECTION DETAIL 01 END CONNECTION DETAIL 02 O 4 REatIRED ONLY FOR SPARS GREATER THAN 12'-0• QURED POURED�(EK WALL CLASS 4 4 E1asTNRc Rxnss / � ESasmlc 1s1L 9r^.ViATRCRR it 1/z"S.L ------ TO GEASS(SM O 16 ,C. MSN.SEFARUTON D7 - C1 DULE MAX SIM OND CO. 1/2-M74. TO GAS.i __.________ - OOR(g)DR@OR R SCHMAE ON 94ET --_ __. w 4Ea 19 FOR ANCHOR O _ _ I1 FDR SLADE(DAND CONCREk312 WOES ORI' 12.O.C. ` ON 9RST 19 FOR ANCHEO M S RAYS O&(A -___ _ OR(1�• /.O O 16, T- 4VV Y taN. ♦SEE11MIrAT.OHS M'USE F75R(1�OR --.- ViADE�, ON 9iEFT S ®OR�OR 1@OR 1© VIEWY P N DETAI�E POURED CON - -©.Oa g , �a 6 7 e CONCRETE BLOCK WALL • ®® �•®a ly'�®-©•`Ly-lJ•®u ON REQUIRED � ©•O•m•©•O•p- 1 V B DE OR lb HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIENQ "CONNECTION DETAIL© -per FLORfDA BUlLONG CODE Ilan High Velocity Hurricane ZonR3 p•��cR F.TJ([/T'�i E'er 2015 EASTERN WETAL SUPPLY.INC. \CEN :`!9'% e.... BERTHA 1 TAI s� Accordion Shutter System ECO INC. A,S.S.A. HK RADE#1 W/CR W/O RV.WNDDN BLADE itLlJi TESTING x ENGINEERING COMPANY American $h1.Ttt8f Systems _ MSC'ASP7mM pdEr L0711RY D1': LLL ' STATE OF t�� axa NY., n :.s6 v>su N2D6 ,, Association, Inc. 1 c:n 11-192 4/13/15 lots• a/Is/is p Fnwe:(!OS)8T1-1530.F�:(3os)sTt-1731 4265 Wes(roads Drive 2 �`'- DW 4iNG No i R�-ORI ��C� a mo+.1a«seoxc�n West Palm Beach, FL 33407 3 ED "N,VONAL Ee;�,+` WASTER Tono6nln1,9v.Pt 4 I cJ—CIBJ P.E. SILt} 'W11URE/GATE R` "167 65 SH to OF 0 SCHEDULE #I Cr.HFITIN P Q� SCHEDULE �3 MAXIMUM SHUTTER SPAN 'L+'OR 'L MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+' (ft).FOR INSTALLATIONS W/ OR -L (ftJ FOR R 'L (ft) INSTALLATIONS INSTALLATION IEGEND '�T. CENTERIATES 0 &®or or INSTALLATIONS W/22 ING )W/ CONCRETE& WOOD (1)L+:NAXIUUM ALLOW OLE SPAN FOR A GIVEN W/,ONE H.Y.LOCK ®or®or�or gig or or ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK L-:MAX ALLOWABLE SPAN FOR A GI%`EN NEGITNE & ORW/ NO LOCKING WALL A, B, C. 0, E, M, N. O, P. 0, ASA,DESIGN PRESSURE RATING. ® ® OD CENTERIATES W/ONE tN'T' W/NO LOCKING RODS S MOUNTING F. K&L R, S, &if, LOCK®IY/W LOCKING RODS®TOP & (SEE NOTES t.tt) n,AUD FOR MOUN= (2)PROCEDURE TO QETF304NE MAXIMUM SPAN FOR DOTTOM SEE NOTES rt SHELT 7) FLOOR/CEIUNG C, H. I, It,J T. U,W &X WALL MOUNTINGS(TOP/DOTTOM)OR FLOOR/CEIUNG: ukwm CGYCRE7E A WOOD INSTALLATIONS cONCRM&WOOD AT10N5O N\w1u UNC" MOUNTING M GIVEN A PDSSfNE ASD.DESIGN PRESSURE.f1ATiN0, pFazwe WALL NOUNTDIG iL00N/CFriWC 'W'�UA'� PREMM rl irouMlwO DETERMINE►WIONN SPAN 1+'FROM SCHEDULE func 1/DUNRNO m'm a Iwlw /��. VAN A NEGATNE A.S.D.0F9G1 PRESSURE RATING, m�) {a! FL00+ C:UM WUNNNG f �1 Roc 1N.wIWRNc OETERNttE MINIMUM SPAN'l-'FROM SCHEDULE L♦ p} L i i p'q 1-W l\ ILLI L-pU I�[� L-{p 0 MAYMUM 511L1i'7ER SPAN'L+-OR-L--FOR 30 OR 161-0" 16'-0' 15=0' 16'-0' 30 _ IB'=0� ,B'-O' 30 18'-0' t6'-O' INSTALLATIONS 1470 WOOD SHALL BE LIMITED TO FlN4t MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 35_ ,4'-_70' t4•-10' 15'-2' 16'-O• 35 14T-1o'_ 14•-icr 35 15'-2' ts•-t0' 105pf.AS.D.DESIGN PRESSURE RATING. `•ILLUMi DErERMINFD SPAN BEfWEEN 1+'AND 1-'. 40 13'-70' 13'-10- 14'-2- 15'-2' 40 /3'-10' 13•-10' 40 14•-2' 15'-2' (3)PROCEDURE TO DETERMINE VAMWUM SPAN FOR 45 15-1' 13'-1' 13'-4• 14'-3' 45 13'-1' 73'-1' 45 13'-4' 14'-3• t 1N CORNER CENTUWATE/3 MAY BE USED AT ALL COMET NATIONS IN BETWEEN WALL MOUNNNOS , 50 12'-5' tY-5' 12'-5' 13•-7' S0 12'-5- 12'-5' 50 12'-3• ,3'-1' MOUNTING INSTALLATIONS.LOCKING SPEGFICATIONS W/FLOOR/CDUNC MOUNTINGS: _____ ._. ._.__.. .._..___ 55 12'-11- _ 55 71'-1U' it'-t0' 55 11'-t' 71'-7t• SHALL BE r5 INDICATED ON AOW34TOK7'LOr7DiT16"7 2 [�A c1Ui P09IWE A.S.D.DEVON PRESSURE •'-4- tt'-4' It'_ - 60 11•-4- 11'-4' 60 70•-2' 10'_11' NOTE 15,SHEET S. RATING: 65 10'-10• W-101 It•-I' -71-11" 65 t0'-10' 10'-10- 65 9'-S' 10'-1' DETERM MAX.U4-� TSPAN FOR WALL MOUNTING INSTALLATIONS. 70 t0'-6' 10'-6' 16'-9' 11'-5' 70 10-6' t0'-6" 70 8'-9' 9-s• L2+,MAY.S„1"AN FOR FLOOR/CSUNG MOUNTING 75 10'-1- 1W-1' 10'-4' 11'-t• 75 }0'-1' So'-1' 75 - 8'-9' 'f tDCEPT THAT MWrJM SHURER SPAN'L+-OR INSTAl1A110N5. 80 W-10- W-10' 10'-0• t0'-9' 80 9'-10' 9'-10' 'L--*AAD M.WMLM ASD.DFS:NC.PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D,DESIGN PRESSURE 85 9'-6' W-6' 9'-9' 1o'-5• 85 9'-6' 9'-6' iNSIHl411@6 INTO CONCRETE OR CONCFETE BLOCK RATING: 90 9'-3' 9`-3• 9'-5' tD'-1' _90 9'-3' 9'-F- SKqL EM LIMITED A FOLLC': CETERFRNE: ' 9'^10' 95 9'-0' tl'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING 95 D'-O' 6'-9' 9'-2 95 B'-9' W-4' 9'-0' 9'-7' 700 8'-9' 8•-t' LIMITED TO +64,-72 p.s.R.AND 8'-D'SPAN, SEE L2--MAX.SPAN FOR FLOOR/COUNG MOUNTING L1 MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _ MOUNTING NOON SHEET 7. RMAUATPJNS. TOS e'-Y 7-11' 8'-9' 9'-4' 165 8'-7•^��7'-i l' l0 8'-+' -7-74 8'T9'-2' FlNAL W70MUY ALLOWAB_IE SPAR IS EOUAL.TO THE 115 8'-2' 7'-3' W-4' 5'-11' 115 e'--�= r-!' SEPARATION TO GLASS SCHEDULE MINwuM BEnlesti tt+''S2F,,.'- AND�" e'-O• 6'-11' 8--2- 6--9- 120 8'-0' C-11' (4) TO NCNDA SCHMULE tflFINALMAXIMUM 125 T-70' G-8• Ob' 125 T-,06' A110WABLL SPAN AND bTCWrA.S.D.DESIGN 130 7'-e' 6'-5" 7'-IO' B'-1' 130 7'-8' 6'-5 MINIMUM PRESSURE RATING TO DETERUINE MAXIMUM ANCHOR 135 r-7' W-2' 7*-9' r 9'' 135 7'-7• W-2. WIND ZONE SPACM. 140 ^s....s=i, r-7- 7-s- 140 _71-5' s-n' ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7-5• 7-3' 145 7'-3' S-9' TO GLASS 150 7-2' 5'-7' T-4- 7•-0' 150 Y-2' 5'-7' 155 T-0' s'-s• V-2' 6'-9' 155 7'-0' S'-5' 1 THRU 3 1 n 160 6'-t i' 5'-2- 7'-1' V-7- 160 6'-11' 165 6'-10' S'-T T-O' b'-4' 165 G-10' 6'-11 170 6'-9' 4'-11' 6'-lt' 6'-2' 170 6'-9' 4'-11' 175 W-7' 4'-9' 6'-6' -6'-0' 175 V-7' 16G 6'-6' 4•-B' 6'-8' 6'-10• 180 6'-6- 4•-e'P61Q H V B LA D E 1 B5 6•-5' -" 6•-7' 5'-B" 185 V-5" 4'-6' 190 6'-4• 4'-5' 190 4'-3T-_6'-5' 5'-5- 195 6'-3- 4'-3' 200 6•-2' 4'-2' -6'-4' S'-3' _200 6'-2- -d'-2• r.0I1� �r 205 6-1 4'-1' FLORIDA BULLING All (Non High Velocity Hurricane Zone \\{5\I\tlllllll//NEA ®2015 EASTERN WEAL SUPPLY.INC. a A:r►cc, , BERTHA HVTM �� N'? /IT E C O,aa. A■S■S■A■ Accordion Shutter System ____(�- — HV.a"01 W/OR W/O KV.WNDDN aanE (' (y`•�' _ TIILT TESTING & ENGINEERING COMPANY Am81'ft cin Shutter Sysle 1'15 DLyowww vac PLASM ec mqy 0. a"N.M.M.,SL.S,3N.Y76.¢SA G.Om ruw", WI ASSOCiat10N. INC. OTD 11-192 [/13/15 IASL [/13/75 Pb-:(325)871-1530.Fc.:(W3WI-1537 4265 Westroads Drive 2 DRAWING No IEOF .-*.utecoraootror., West Palm Beach, FL 33407 3 o� •.Ft onto?•�1?. 1fA TCEU-00M771 h.PZ4 15-085 FSiF;C` Ah(S� E/DATE FU;pAx U.9 4167 5 SHUT OF 20 1 U.1 a C, v z Z iz U-) mnz �jp M m 0 ON > (f) -Z L9 X ;g 19 0 60 C_ 0 0 N 0 LL1 L 02 L > zI m > , UZ_ Ile .....P-2-- .............. j, ,TfT,7..jTl,If if I I 1' 'Tt .1T I I If Mill 1 li1l1it 1I j-lI liI -1 i ;z- ---l--- --I--j-- 1- z . � ..... 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'ITIT, T RI rg Slelele Rig 2.3 j72 1 I vIvIvIv V_-V V v u'Vv VIVIVIv 5 VIV V viv V vviv VI --- L-Lco "M 2 l', n SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SLI IS (Six YOMDvm A C.a:N ON SHEETS 6 R 7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pana OwCN plM=am FOLMD CONCRME (A) TO EILSRN G POURM CONCFMM-(10tH.rc-3 1=,7 LAMM (9)WALL SILL MOUNTING ©CE!UNG MOUNTING H(.}' FLOOR MOUNTING -1/4.6 TAPCCH OR TAPCON W.H AD"CED TH READFORM TEENNOUDGY ANCHORS,AS KWUFACRIRED BY I.T.W.BUOBDL(PC..Fc-3 Jal SPAN ANCHORS SPACING I EGEND -1/4.6 x 3/4"ALL FOODS SOLID-SEF ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT a SPM4JY COMPANY.(Min.Cc=3 AW) 00 k=Cf=W.VK HavR£melt LM=DATE FRE=R4ixc 4 LINE MISSiRi ROF41 -1/4.6 BLUE TAP CONCRETE ANCHORS W/CAP AS YNPJFACBFED eYF ram FASFaim mm.OHC.(IC Cc-2 I.1) 30140 160 175 ISO 120 160120 30 40 60 75 90 120,a 2Ds JD M 1s OLD 120 1H o 203 T WITH A�Dy%RCFn -t/aY TAPPER+AN awns AS YAkdAC7U>4D BY POW£tS FASTENFTS SIC.Ah9 D6020UTED BY ASL POalrs SLEW,BOLI Nk 5i ECAL7Y • ,4 12 0 9 a 6 a 14 12 13 6 a e 14111 10 9 a R-.!- 6 THREAD-ORM"ORM TECHNOLOGY COMPANY OR AOTHER APPROVED U006 D OR AUTHORIZED VENDOR REMS'TERED WITH THE AMERICAN SHUTTER'YST�IS ASSOCKT10N.Me. 3R-Ot4 12 10 9 6Jr 6 6 14 11 10 9 a 8 6 0 14 12 t0 9 1 8 '8 6 a (Ym.r0-3 Iwl DR IM 14 12 10 9 6 8 6 6 14 12 f0 9 8 0 a 6 14 12 IG 9 a a 0 S �'POINTS SOLID-� 14 12 f0 9 a 8 0 7 14 12 10 0 8 0 6 8 74 12 10 9 8 8 6 6 ULUC TAP W/CAP ��• 14 12 10 9 B 7 53 u 14 12 10 9 8 0 5 8 14 12 10 9 11 0 6 S TAPPER+ 0.1)IL110NY EMBEDMENT INTO POURED CONCRETE OF TAPCOH OR TAPCON WITH ADVANCED RW ADFORY TECh•4000Y ANCHORS AND TAPPER+ ANOEM S 1 3/4•,AND FDR BLUE TAP W/GAP ANCHORS IS 1 I/Y. 4•-0• 14 t2 t0 9 8 0 6 6 14 12 10 9 a 8 6 0 14 12 10 8 8 8 B OS 14 12 10 9 a 6 e 4 14 72 10 9 e a 6 43 14 12 10 9 a 0 ♦ 33 A3)LEM NI E UBEDUENT Or 1/4.6 z 3/4'ALL PDMS SDJD-SET ANIMMS SHALL BE 7/8•WTO THE POURED Ca.wt£IE.NO ENT 14 12 40 9 a D 0 43 14 12 ID 9 a 6 6 S.e N 12 1D 9 0 8 0 is IIIID SnK=SHALL 1L PERMITTED.1/4"0-20 SS,MACHINE SCREW IJSW STALL BE 1 1/2•LONG VANIAN SHOULD STUCCO DOST,AND 14 12 10 8 73 S3 M - 14 12 90 9 0 a 6 5 14 12 10 9 0 1 531 4 ♦SLL K 05E iM /•LIMAN FOR WALLS WITH NO STUCCO. 14 T2-551V 0 6 6 e 14 12 10 0 0 8 6 53 14 12 10 9 8 8 6 4.5 R/JE SMIT 19 5-0' 1. 12 10 9 e 7 4 - 14 12 10 9 R e5 s 33 14 12 10 a s5 s s s J A.3)IN CASE THAT PRECAST S IGNE,PRECAST CONCRETE PANELS.PAVERS OR ANY TENTER 1£FOU NO ON THE DOSTING WAu.OR"M 14 12 10 D 1 6 73 4.5 - 14 12 10 9 0 18 5 43 14 12 10 9 a 6 43 1175 ANCHORS SWLL BE LANG ENOUGtf TO RIZACH THE MAIN STRUaPURE BENNO SAID WALL FINISHES.ANCHORAGE SHALL BE AS MIMED ON 14 12 93 73 83 4.5 - - 14 12 10 9 6 7.5 53 4 14 12 10 9 0 0 43 35 k'OTFS 0.1)h A2)ABOVE FOR WSTALATIOUS(WVO TL SENO`OR EIFS WITH CA WITHOUT METAL STUOS CONSULT THIS ENGWEER.FOR 6•-O• 14 12 10 9 0 8 8 - I4 t2 10 0 8 e 6 3 fa i2 ,0 D e fu• 'S J3 INSTALUDDN IN7D ETES WITH METAL STUDS SCE SHFLT 20. - it 10 9 7S 53 ] - 1�.i2 io' d5 Y 6.1 4 3 14 ij 6 a5 55 4 ] 14 1z 10 9 e a - - 14 12 10 D a 63 sMn 14 12 :! e a 4 (0) 10 E7LSnNG caNalE'rE DL0[K(ASHY o-DD) - 14 12 _L 6S 55 3 - F4 12 _LQ_ 8 83 43 13Z 14 12 10 R 7 6 35' 3 -I/4.0 TAPCDN OR TAPCOH WITH A ONCED T)MM.'ORM TECHNOLOGY ANC ORS•AS MWUFACNRED BY LT.W.VJU)jL .7•-0. 14 12 10 9 a a - - 14 12 10 D 6 7 5 4 14 12 0 7.*SA 4 3 -1/4Y x•3/4"ALL.POINTS SOLID-SLE ANCHORS.AS DWRO NED ETT ALL MINES SCEP.BOLT Ca SfW&TY COMPANY. 14 12 10 0 OS 4 - I4 12 9 73 6 43 15 - 14 O5 7 15 4S 35 - -1/4'6 BLUE TAP CONCRETE AYCHORS W/CAP AS YANJFA.cnm BY FLORIDA FASIESiS DREIT•DC. /1 12 10 85 7 4 - - 14 12!10 9 7}SS 4 - 14 12 9 7 T3 t5 - - -1/4"a TADPER+ANCHORS AS MANUFACTURED BY PQAoRS FASTENERS,DIC..AND DISTRSUTED BY ALL POINIS SCREW,BOLI h SPMAVY 14 11 7 3S 43 - - 14 12 7v 9 7S 53 { - IS t2 9 7 8 43 3 �_ C0,11 OFE ANY O'SMflt APPROVED ILIMISED OR RUiHORM VENDOR FE=ER£D WIN THE AYERYJW SHATTER SYSTEMS ASSOCABON.M. 14 12 f0 D B65 - 1{ 12 10 9 9 6 4 - 14 12 10 8 6.6 6 3.5 - B,-0• 14 12 83 7 as-3- 14 12 8 a3 5S 4 3 - i3 GS 6 S 4 3 - - �T6 • 14 12 93 73 0 - - - 14 12 93 a 65 S - - l4 12 6 6 65 4 - - B.I)►ITH AN NCE D1NEM DFO CONCRETE BLOCS CH RS 15 I.BillE TIP W/CAP A70A]FS AND THINE$+M7CN iRs IS t 1/4•AE.'p TAPCON _ WITH ADVANCED 71NRFADFDRY TECHNOLOGY ANCHORS 6 1 lJ v} as e u - - 14 a ,o a a5 e -1- 14 u a 6.5 s 4 14 12 "1 14 12 /0 D 75 43 - - l4 12 05 7 SS 4 - - EL*LIMAN EMBMwENT OF 1/4"0 x 3/4'ALL POINTS SOJD-SET AICHORS SHALL BE EIMMY ELMEDOED OAD THE CON.RETB BLOCK No U 175 73 0 . - - - T4 11 7 33 D 35 - - ff i D 43 13 - - - EYiiED1EHF LVTO STUCCO SALL BE PERMITTED.1/4'9-20 SLS YALT{W£SCREW OSED SHALL BEI 1/2"LONG YIh"YlN 511WLD STUfXO 14 12 8 83 LS - - - 1i 12 B.5'7 5.3 - - N a3 7 SS 6 .S - DaSF,AND i"W,ULN FOR WALLS MSN NO STUOCO. 14 ii 7 S5 43 33 10•-0•14 12 10 9 7.5 - - - l4 11 10 8'65 3 - _14 12 6 5 5 4 - 8.1)IN CASE THAT P CAST STONE:,PRECAST CONCRETE PANELS,PAVERS OR ANY VEIEER BE FOUND ON THE DOsRNG WALL OR FLOOR, 14 1 l S ]5 - - - 13 03'5'0 9 a 3 - - 10 75 a ; 3 - - /JNp10(IS SHxI BE LONi'.ENOUGH TO REACT THE NAIH SfRLKTt1RE LCF.lOND SLID OVAL FINISHES.ANCHORAGE SHALL BE AS INC,YATED ON 14 fl 7S 55 - - - - 14 1ISI 9 a 5 4 - - 25 959 6 5 4 4 - - NOTES AS)8:0.2)A60YL FOR INSTALLATIONS ON YOAL SONG OR EIFS MOI OR EWRIIDUT METAL STUDS CONN.T THIS ENOWEER, OA 8 5 - N 12 8 " 55 4 - IJ 10 63 5 . J - FOR LNSULA7ON UItO M WON LIETAL SPAS SEE SKEF 2D. i l•-O• f. 12 ID - - - - 14 12 9 7 6 4,5 - - 14 105 7 &S 4S 3.5 - t5 95 5 - - 12 9 0 43 4 3 9 7 43 33 ] (C) AMHORS WALL BE 2WALLED FOLLOMNG ALL OF THE REC^.ANEN3A11CNS ANO SPECIFICATIONS OF TIE_ANGORS MAYIk"ACILIRFA. 14 10 T - - - - - 14 105 7 53 43 - - - 11.5 BS 55 13 74{ - - - 93 7 4.5 - - 14 13 T73.5,4-� a - - 12 9 0 43 SEM:SCHEDULE BELOW FOR EDGE OLSTANCE(EDD lYER51/5 SPACING RElATiOlLS19P FOR ANCHORS. %4 i2 14 12 5.5 - - - 12 10 65 5 4 = - - DISTANCE Ra PACIN SCAM E FDR ANCHORS 11 6 33 - - - 0 5 4 3 - - - - 4LA3WUY ANCHOR SPA7rAS Ai£VAlPO HTNt ERE UrSTA210E5 INDICATED BELOW.FORE 0.IF55 Tt4W TTL Omt;A1ID.f2DU0:ANCRO SPACPY. 35 9} B - - - - - 13 95 4 - - OS 8 S 4 - - Err MULTIPLYING!PAC=%r"ON SCUEDULE Err THE FOLLOWNG FACTORS 9 63 14 0.S 11 83 53 43 33 REDUCED SEACORG cefARED VS*=FAL-HDR 9441 NOT f!E LEW THAN UNVUN SPACRG INDICATED FOR EACH AYCk*R 71FE. ".-0. 14 12 _ - _ - _ _ 14 us 7.5 e 5 - _ - 12 9 a 4.5 4 - - - FACTOR 03 8 - - - - - - 10 75 5 4 3 - - - 7.5 53 4 3 - - - A&TWL 25 as - - - - - 12 9 a '45 4 - - - 9s 7 6 4 - - - - EDGE TAPCON TAPCON WITH T DCHNOLADVANCALL POINT SOLD SET BLUE TM W/CAP TAPPER+ e 6 - - - - - - 3 9s 6- 5 - - - - 05 L5 s 4 - - - - HV BLADE OR 1NGTANCE � '��0 G 14•-0" 14 12 _ _ _ _ _ _ N ,OS 7 SS - - - 11 as 33 43_ - - - E0. MW.SPAGRG-3' 1191 SPAGYRO-3' ELN.SPACING-3 1/2 LGM SPACING-3" 3 3/4' 4' 10 73 _ _ _ _ _ _ e -i 45 is - - - - 7 5 i5 '3 - - - - 1 HV BLADE W caNCF�rE fD1D�m47ETE ta47ElE ETL7x DooREn mHCRE�E a FOAMED cowRM a PaFED 0743'fiE C293M 9= 15 B _ _ _ _ _ _ ,/ 8 53 a3 - - - - 9 6514.5 - - - - - V WINDOW EOONCRE'ln.sOQC IDL ES.3 1/r wt F1L•21 a CONFAST MOCK CONCRETE•BLOCK Hx CM.3 1/A' CA.2 1/t 73 - - - - - - - 12 9 6 - - - - - 93 7 43 - - - - 15•-0' 4 - - - - _ - I o 65 - - - - - a - - - - - BLADE WORKING 3' 1.0 CLOD 1.0 _. _o.�e 1.0 ob4 1.0 9 - - - - - - - as as 4 - - - - - es a 3 _ _ _ _ IN UNISON♦ 2 t/2 - 081 110 = 0.67 1.0 10 - - 0.5 a 5 - ab 6 4 2• 0.71 OSt 7 _ _ _ _ - 13 83 55 - - - - 9 65 4's - - - __.._ 1i _ #I-- - - _ - 1 3/4' - 091 - e - a s a - e 43 3 i 1%2" 035 I -0.35 4S - - - - - - - 95 7 s - - - - - e a 4 - -1- - - FLORIDA BUILDING CODE(MOn High Velocity Hurricane Zone 2015 EASTUM META.SUPPLY, INC. BERTHA HV,, A■S■wI�■A■ Accordion Shutter System * 771 L E C®7,,. KV.(MADE#1 W/OR W/O KV.WINDOW RADE American Shutfer Systems ZEV.NJ VCSCR7CO9 DATr5iw4 By. UL TE OF TILLIT TESTING&ENGINEERING COMPANY STR `�? s. ..303..9 6A 0D 5 1 DKS 331 Association, Inc. , OLD s/-T0z 04X, 4J73J45 Ph-:(30e)871-1512.Fox:(305)VI-E531 4268 Westroads Drive x fl+ � --:t West West Palm Beach, FL 33407 3 -�DRAdENG No AF S/ONA� �.�� WILITR A.�'4,F.E. 15-085 � 41 4 SHEET P.E.Ar§'I'L'�iG"N%6RE/DATE FLaR°A I t 44167 a 113 OF 20 Florida Building Code Online Page l of 2 6 �^ SCIS Home j Lop In User Registration Hot Topics i Submit Surcharge ; Stats a Facts t Publications FOC Starr ; UCIS Site Map Uok, Search Ffi,rir9a[�-f�artrrl�nC� � E P rg Business Professi t nal aUSER:ubicUser vai Regulation :® Prodnrt Aunravri the>ProduCi r� irAAn,nfir&un Search>Anntiwtton Llst>Application Detail Application Type Revision Code Version 20> Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Emall 4268 Westroads Drive Nest Palm Reach,FL 33407 (800)432-2204 Irodrlguez@easternmetal,com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Entail Category (iD Subcategory Compliance Method Evaluation Report from aFlorida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name Who developed lite Walter A.Tillit,Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bennardo,P.E. Validation Checklist•Hardcopy Received Certificate of Independencet> 5 R3 cit 225iRpanr.ISCt.cdf 4"n Referenced Standard and Year(of Standard) :SandacA1 year ASTM E330 2002, SSTD 12-99 Equivalence of Product Standards Certified By Sections from the Code UP. MSI ,:1 Product Approval Method Method 1 Option D �,�;• http://www.floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDgsxYleb4opODL. 7/ 6/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products � --_T.. __.�. `--�'- FL# IMadel Number or Name Description 11968.1 0.040'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15-042 i Limits of Use Installation instructions Approved for use in HVHZ-No FL-;96$x.? Il EASTERN METAL.SUPPt.Y INC. DRWC.LS-o4?_kdf Approved for use outside HVHZ:Yes Verified By:American Test tab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12'-0-for+25,-25 p.s.f.and 4'-0" 170196t R3 AF EASTERN MEIAl.SUPPLY INC. P.F.R. f�r?rrrc. for+125,-130 p.s.f,for sections 1,3,4,6,7,8,$A,9 and 11.See n4, 2.ndt sheet 10 of installation drawing number 08-145 for other spans and Created by Independent Third Party:Yes 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.044 i Limits of Use Installation instructions Approved for use In HVHZi No F(.1.)..63_R•,3 Il EAST-,-.,RIq I-IFTAL SUPPLY INC. CTRL^Ii ,jM�4a_aXfr i Approved for use outside HVHZ:Yes Verified By:American Test Lab.of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max,span Is 12'-11'for+30,-30 p.s.f.and 8'-2" FL11966 PQ AE EASTERN METAL$UFPLY P.E A. t RWt lamq_4 f for+75,-80 p.s.f.for mountings without'h'header.See sheet 5 of Created by Independent Third Party:Yes Installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to Panel(2.25'Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 15-043 Limits of Use Installation Instructions Approved for use In HVHZ:No FL1!gE'r F?" Ii EAS,1 ci hi!�rAuPPi,'f INC DRtftz<a-G43.rvir i 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 I Other:Large Missile.Max.span Is 9'-B-for+30,-40 p.s.c.and 7'-2'for FL1!96t1 R3 AE EASTERN METAL.SUPPLY le3C:P F R�DRWG'j5- +70, 5- +70,-80 p.s.f.for panels mounted without'H"header,See sheet 4 of 'installation drawing number 08-142 for otherspans and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2.1/4')- corrugated polycarbonate storm panels retained or not by tracks to . "Ing Number 15.046 provide hurricane protection, Limits of Use Installation Instructions t Approved for use In HVHZ:No Ft.t 1969 R3 It FASTFRN I.IETAL SUPPLY INC. DRSYG.tS-046.n0f 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:N/A Evaluation Reports i Other:Large Missile.Max/span is 10'-0'for+28,-28 p.s.f.A.S.D.and F(1196F R:1 AE EASTERN M{)-gt,SUPPLY i�iC. P E rz.,�,ngy;,,;5- t 4'-0'for+105 -110 p.s.f.A.S.D desgin lead.See sheet 3 or Installation QA{ 29( drawings for other spans and pressures., Created by IntleDendent Third Party Yes , contact U5::1940 north Monroe Street Tallahassee FI 37399 Phone:850.487-1874 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement.::Accessibility Statement::Refund.Statement Under Florida taw,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this chilly,instead,contact the office by phone or by traditional mail.if you have any questions,please contact$50.487.1395.•pursuant to Section 455.275 (1),Florida Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However emad addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the publLq,To determine If you are a licensee under Chapter 455,F.S.,please dick)l=. Product Approval Aeceptl: http://www.floridabuilding.orLy/pr/pr_app-_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 7/16/2015 GENERAL NOTES 1.STOW PANEL SN.0 V ON DOS PRODUCr EVALU471M DCCVMW(P.ED)845 MON VER M, ITN COUPtMiX IN ACCORDANCE 7•Dr WFN TH£2014(5N MRON)OF PLr J110054 QURD=CW.T)t S SIDRV PANT.SK LL AM BE ASTALLED AT NXY!Ve20'_nY B.1)1RlNruuU EMBEDYDNr OF TAaON,RCo PM'FZA(A1E AND CF TAP-CRP AN^„f1DRS wiD CONcJT-lT 640CK FfOWCANE ZONES 2fNllf-LAAO£/9ROWA40 COUNTIES). - UNIT SIMI BE F 114� 1 318'MR ZAUAC XVUV AKWORS AND 1 1/8'FOR REV NFJD Mu4wLT SUET£ANCic4ft DEMN WIND LOADS MULL BE De-TMMM AS PER SECMV 1609 OF WE ABOVE UFNTONED CODE 92)718-CALK-tN ANVfDRS SNARL BE ENDRELY D180DED W70 7N£CONCRETE&DLR LW.NO ETI WOff INTO S7$CX FOR A WIND-=AS R£QU/R£D 8Y AE JUMSDVCIM IWZ?r TNES£MAME'RS Y4LL HE A67ALLM AND WALL BE PERWTTEO. 114"0-20 SCREWS USED SIW.L BE 1 112'LONG IBMWM SNDULO STUCCO Dr6T,AND 1' FOR A DIRYCIVOWY FACTOR Kd-0.85.LISM ASCE 7-10 FOR WSTALLATJONS UNDER 2074 FPC AND 5111-IL MaFMUM FOR WALLS WIRE no S71= NOr EXCEED IRE UU=U(ASO)DEW-V LURE RUMS 00--4TED ON SHEETS 5 7HRU 9. IN ORDER TO K7WY THE ABOVE COND nft L411YA7£Da'0W WINO 401DS OVERMWED PER ASCE 7-10 DJ)MMU M EXDEMEM OF 11410 x 314'AIL P0:NIS SOLID-S'EI'AACHORS SIU BE 7J8'INTO VE CONC(_t7E BLOCK NO A STALL 8£nRSr ROXCED 70 SD.apw WWD LOADS LTY AR&IMMO 7711U BY 0.6 W ORDER TO EKBEDMENT WTO STUXO S74ML BE PERIOT E& f/4'0-20 S&44L7ONE SCREW USED S14LL BE 1 112 LONG TO COMPARE NZE W/MAX.(ASD)DESGN PROSEME R47PXS NVA41rD ON SNEEIS 5 NLRU 9. MWMUM SNCOLO S7LKX0 07ST,AND I-MAWN FOR WAIS CORN NO STEC.M. 84)W CASE 7 4ir PRECAST siurc OR PRECAST cawjzc£PANDS Br rD'JMJ ON TRE EAISRNG WALL ANCHORS 5441 or W ALDER ID LIRE 7747 QT. La WAS MY USE AT TILS AN SI TESTEDAD �WNERE FACNOT O%TR STRE35WA A 3JZ IORREISE LONG ENOLCN R7 REACH THE MAW SIRUCTURE aMNO SLC i FANGS MCFRi4AL£SHALL 6E AS MCA=ON 7KR&S W OV ALLOWABLE STREW FOR SW O DOS WAS Qg2E USED 9I AKM ANAL>SS A lWRA1KJN FACRYT CO-).60 WAS USED FOR B.1 AND 82 ASOVEM VpY7GAOON Or FASJE7.'EN5 W WIX7O. ) ) STLWM PANEL'S AMUTACY FOR DIPACT AND M1701Z RESSTAJCE NAS&I N,VEIZnO W ACCORXIK£WIN SECTION 1609.12 or (C) �OF ParAILED FOLLOW TNG,ILL.OF WE RE'CDWJMMWNS AND SPE0=4VOKS OF THE ANCHORS "CAMS AtENTIONED CODE AS PFR AR ROCRIS 10121.01-99%/0329.01-00,4r 052SOT-00 AAD/0512.01-07 AND /0617.02-04,AS PER SSW 12-99 STAKO/M AND/0221.01-01 PLR TAS 201,202&103. 7.PANELS MAY ALSO RE NS7AULO HMMONTAlY FOLLOWWG WSTALL ATXN DETAILS SNOWY ON SECTIONS 1 71PU B(SHEET 3&4 OF Z ALL ALUMMW SHEET KETAL PANELS SCALL MW 5052-N32 OR SOO4-H34 ALLOY. 9)EXCEPr RNT HEADERS%4&•5 s1W TION BE USED. J.ALL ALUMINUM E)GRUSIONS' Ar ALUN4RJM A55 'WN 6063-76 AlOY&T£NPER UM£5;S OMDarSE NOTED. &if SHALL DE 1wRESPONS7NlNY OF THE CONTRACWR TO VDWY 771E SOUNDMLSS Or Tur STRUCTURE WNER£Sr,7NER i5 70 SE SIM M PAFL7.MUPO VENTS 4 MOVED PLAT£MD $NV C4P FRE PATENT PZN%Va ATT TO IN5UR£.PROPER ANCFRIWC."CS SKMER SHALL ONLY ar ATTACHED W CONCREr&JrACCK OR Moo ,RAUC DURDAM 4.ALL SCREWS 1O SE STANAESS STEE7.J04 OR J16 ASC SERIES OR CM05M RESISTANT COATED GUIDON S7EEL AS PER CW 50018 W1 50 W NELD STREWTH AND 90 Ls±TFJ6S4E SMVoG.TH&94LL COJTPLY W1 R.G/t:u DOOM:CODE SECDOIV 9. THE W57ALLAMW MR=R IS TO SEAL/MiK ALL MAITIE'R COA(FCN r E7X.£S W7OCH REIWDW IN CarWAYJS OOWACT ATM 770E 2411-KJ.4, DULL O TO PREYFNT"121FAIN WTMF90N.CWV AND SEAL WWTER TRACKS ALL AKFJND FULL LENGTH. 5 BOL79 TD a A57M A-JO7 C 41 M'r2ED SAM OR A67 JN SERIES STANYESS SEEL.WN 35 MI MMUUM TTELD SIRoVG H, !D. (0)77PS P.EO.PREMED BY TFFS&IGINIMT 5 GDIERIC AND DOES NOT HTOI'DE 4'JrMWADON F01?A SOT SPEC.FIC PRLVEcr••40. WHERE N0'SRC COYr=f 5 DW.47r rMV OWE ACO. 6.ANCHORS TO WALL VML BE AS FOLLOIS7(LWLESS O7NERWSE NOTED) (P)COwRA47OR TO BE RESPONSMr FOR THE SLEGWV.PURCHASE AND M TALLATKW INCLUDd,'C LLAT SAFETY OF THIS PRODUCr, (A) TO E73SRNG POUP.ED COMCREM- BASED DA1IHLS P.C.D.PROME0 HF/SNr DOES NOT DEYME FROM RIE CLiVMWI'S QETA M ON MY DXULENT. 114"0 VMN ANCHORS AS MANWACWRED C. I.T.W.SIRLIXX CON67RULD01V SAFETY AT S'E'IS n!£CONTRACTORS RLSFONSOU7K 1/4'0 4'r TAP-G,&P ANCRORS(BER"MO-CON).A5 MaNFACA RED BY TRU-171ST CORPDRANOF4 (r)TMS PED.MU RE CONSDOIiD INVALID/F ALTEYED BY MY MFAW 114"0 ZAM4C NAPJN ANCHORS AS MAYUTACTLARM BY POWER FASIE aTis,,10C. 114'0 r 7/8'G&K-IN AYC40w OR aCO m&e R fc .h,TAPrLAUL)Z'AS tLAMEAClWW (d)ST£sPEaw-Awwrs SLVL BE F§LEPAR£D UY A FLOR+M REGL57FFED ENGINEER OR A4aM1 WNKW WUL BECOME INC BY POWER FAVENLRS,LNC.M'o FIM cossrRUCTF3.N PROOLVS.RESPEC7D2L.Y. aV"E£R OF RErORD XOR)FOR RIE PRWECr AND WHO*24 B£RESPONSL;LE FOR THE PROPrR 0SE OF rw AEA 114"P r 314'AL POW7S SOLO-SET ANCHORS AS 04TNY9MW BY Al POWTS SCREW BOLT&SFrOT42Y COMPANY. SENON!V?OF RECORD!,ACTM PEC47C DR4VAVGS FOREti.£iA A DELEGATED ENGINEER TO THE PEO.EN'GN'EETL SCALL SLA07 TD NIS LATTER THE WX AVIES. -A 1)WM.VUU ZWE&JMr TMO POURED CONVWW OF TAPcov MCNORS S 7 j14.IDR 2A44C gVUlI ANChOLS is 1 JJB:, t)TMS P.E.D.94LL BEAR,h--MTE MD 0.RMALr SEW.AND SFCF4TUR£Or Rt£PROFEs&.=C fNS.vETR Cr RECORD TMr FSM aCD PAA'r-'MQ7E AICHOP"IS 1 314-AND fOR CF TM-GRT ANCIR)AS IS 7 114" PRTPAtED fr. A2)7JB'C4K-W ANCHORS VML BE EM MY fUeM ED INTO THE POURED CDVoWr£. NO ELUEDMEJA NM STUCCO 11.SNJNER 4AFNL7ACRJ&RS 4A9EZ 51rAEL B£LOCATED ON A READZY VISIBLE LO 717 AT STM PANEL 1N ACCOR-tMCE WITH ''£CROW 17128.3 OF Fl2RS4 FAIMAV.COW.OINC LAM SHALL.BE PLACED fOR EVERY OPENONQ JAMAYD£PERMITTED. 1/4'/-20"CRE1V5 LSED SJtAtl BC 1 112'LGN'G M.'JIa(UM SHOULD S1UY'O V=.AND 1' EASaav TO COMPLY wmf SECTION 1710.&2 OF ViC FLORIDA BUILDING CODE. uA"UM FOR WALLS W17N W STUCCO. AJ)uw4wAt ruarnowa9 or r14o A J/4'ALL FOWLS SOLID-417 A.GNCRS SHALL BE 718"LWO 17r POURED CONCRETE NO alEX U MT NM S.MCCO SHALL BE PDUfl D, r14'0-20 SS 40CIOIE STREW USED EH4L4 BE 1 7/2'LONG WWAIVY SHOULD SnAC00 EAA-1;AND 1'MAMN FOR WAILS WMI M STUCCO. A4)W CIC"T PRECAST STONZ PRECAST=ACREW PANELS.OR PAVERS.aC MONO Oil THE FXlSnM:WALL OR FLOOR• A1NCHi'Ar SHALL BE LONG£NOLKH TO REACH THE MAIN STRUCTURE BEHINO SUP!PANELS ANCtAWGC 9V1L 8£AS 1NL4'0470 ON NOTES A 1)&A2)ABOVE 111I5 DRAMNG SHALL ONLY BE USED TO (B).70 M-MAC COAfft47E&CCK fYALL' OBTAIN PLAMlrS iN THE STATE OF FLORIDA - 114-0 TAPCO.N ANCHORS AS MANLTACRPLED BY LKW.SWLDEX 1/4'0 CF TAA-GRP AWHORS(BFRIKA SW-CON),AS MNlJFAC7UR£D BY TRU-FAST CORPOVMV. ZA AC NA'UN ANCWRS AS"IFFAMMED BY POWER FASMMS,LNC. ` r 7 C4-'K-DV NICHMS OR aCO ,ak&f-W6 PANCEWTE'AS LWNUFACTUA 0 ♦ \� . ' ••.T�L BY POWER FASTENERS,INC.AND ELCO CONSDW=ON PRODEMS RESPECUIELY. a`a4'�,\�+EN� •': 1/4'0 A 314'ALL POWIS SOUR-SET ANa7�AS OWRISUIED Sr ALL Poolm SCREW.EOLT&SPECLQLIY COUPANY.,y" FLORIDA BUILDING CODE(Non Nigh Velocily Hurricane Zone) - 1/4-P RED HEAD DttNAeO;r SLEEVE ANCHORS AS LLwufACluR_a sY Lr.tr,sLCTDEL Flo.441167 r ears relw.aae 0.050 BERTHA ALUMINUM ST27P.M PANEL r.RL k 4 (2.25'DEEP) DArr -, -`� EASTERN METAL SUPPLY, INC w�' :.a�• I L E C NA. 4464 Mr R"V VWC •''" \V�����~ n4R TL'S1LV0 Q ON[JMELJtgfG coMPANr PAM 6OL'14 RSL JJ07 r.FS rLNN�r L�i.ti'-K'�ltSlS� �rorx'�rA�L•np`rw. 'f Ar rvi�rU n (56O2a�-ORAL AX-(56"1-1715 15-044 f.7H 11ia712l11 LD-OWS710 �fO' ®* RST ORAIIX.0 1b wGR A 7S11Tt,PPE.. R 02SW 4. 14167 6NTLT 1 Or 11