Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 ;mi�ll�G,Cav be:���� �µ�.; ���5.1>.� r$k _ ��:.nGiiL3(... '�i�X�.6.�e• 4JI.�±�Fdi fi .x£......,.+.. m� .3�.�X�A'vq L1�Y34Jt�'c�,1 foci&I Depafi(11e(lttt SCIS Home # XLoo in User Registration Hot Topics Submit Surcharge Stats&Facts.: Publications FOC Staff ! BCIS site Map Links Search Businesssio(') ProfenalaP'°d"`rApproval USFR:PublicUserRegulation 3=1 AnilrnvH 4•1,1i>Prndutt 61 AW111CAtioA RtArth>aon11010 n t.iSt>Application Dahill 5jW- - s� FL p FL369•RO �,. rti "a:-7L'e1 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@easternmetai.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email - Quality Assurance Representative Address/Phone/Emaif Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer `/ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tiilit,Jr,P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Sohn W.Knezevich,PE ✓- Validation Checklist-Hardcopy Received Certificate of independence F1369 Pg CrI HY A(;,C()n610K CI NONrIVH�rir 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 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIII-12vJvx5... 7/16/2015 Florida Building Code Online Nage 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 T� I FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -Dr+v IS-086 bottom for storm protection I Limits of Use Installation Instructions Approved for use in HVHZ:No FI-38.1 RR 11 n.S-5.AJS94._rsP 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 11 Design Pressure:N/A Evaluation Reports E Other:Large Missile Level'D".Max span Is 12'-7'for 35 psf positive Fl.sA9 RR AF A.5.'A INC. P.F.R. DRWG 15-Dsf;.rIf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2'for 110 psf ASD load for HV3 blade w/owlntlow blade and W-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.spari for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84' 'for+64,64 est.See sheet 5 for otherspans and ASD pressures. 89.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and i Non•HVHZ) Drw915_085 bottom for storm protection Umlts of Usc Installation Instructions t; Approved for use in HVHZ:No F.ola R�_It A. S,A,INC. DRWC3,j 5-0851,3W. 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 AE A.S.S.A,INC.. P.F R. DRVJG.15.095 ti'J t ASD load depending on centermates and laking rod configuration for the Created by independent Third Party:Yes i 11V1 blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone I mountings 7'-0"for+75,75 p.s.f,for metals stud mountings and 8'•0" - for 110 p.s.f.for HVS and HV1A working In unison.See shoots 7,11 and 20 respectively of Installation drawin s for other spans and pressures. 1389.3 BerUla 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 Fi,389 R8 It t e n INC DRW("1S-0A4 nnf i 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 iOthert Large missile.Max.16'-0"span at 30 p.s.f ASO load for Blade 1 Ft.383 R8 AF n s.5 A INC P.F R OnWr t 4-�5•a' f and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes lrespectlyely ......_.�...�. 11 .__ Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.487.18?4 The State of Florida is an AA/EEO employer.Coayrinht 2007-7,013 State of Florida,1:11rly1cy Statement::Accesslaility Statement::Rehmd Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487,139S.*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 ernalis provided may be used for official communication with the licensee.However email addresses areoublle 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 DgLP. pcoduet Approval Accepts: :ucurit��+u-e a u littp://www.floridabuilding.ora/pr/pr app_dtl.aspx?param=wGEVXQNvtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TNS PRODUCT EVAUTATION DOC UfENT(P.E.D.)HAS BEEN VFhMM FOR COIPI.WXX 01 ACCORWNCE WITH THE ZD14(5th EDMON)OF THE FLORIDA MU)ING CODE THIS ACCORDION SHARER SYSTEM SWL NOT BE INSTALLED AT HASH VElDCITY HUAWC NE ZONES. OEM WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPETA RwvRED BY SHE JU'7r sOxTWN WORE sHur ER%u TABLE OF CONTENTS BE NSTAI.LED WITH A DRECRp'WRY FACTOR Kd+0,55,USM ASC:7-1SD 0 AND SHALL NOT EXCEED THE UAX:MUM(A .)DMGN PRESSURE RATINGS MTKCATED ON SHEETS'11 TKRO 15,10&2T. N DRIVER TO VENRFY THE ABOVE CONDF M ULTIMATE DESIGN WIND LOADS DETFRMWED PER ASCE 7-10 SHALL BE FRET REDUCED TO A.S.D.EMON WIND LOADS AREA,I- HV BLADES M N4 BY MU.IPL.YING THETA BY 0.6 IN ORDERTO COMPARE THESE W/AWL.(ASD)DESIGN PRESSURE RATINGS IKDXATED ON SLEETS 11 THRU 15, 19&20. GENERA.NOTES SHEET 1 IN ORDER TO VFREY THAT COMPONENTS AND ANCHORS ON THIS P.E.M.AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS la USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSS.HOWEVER.A WIND DURATION FACTOR 00.1.60 WAS USED FOR VERIFIMMN OF FASTENERS E4 WOOD. SYSTEM COMPONENTS 21-37 SEHEEF 3 BERTHA H.V.ACCORDION SRmER SYBFEY•S ADEOLDLY FOR W'NO AND LARGE MISSILE IMPACT LOW HAS BEEN VERDTW N ACCORDANCE WITH SECTION 1609.1.2 OF THE ADM HEMMED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 30^44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BNADEO+ 10214.01-03.(0715.01-03,I1004.0t-05.11214.01-05.J017.02-05.fO609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCDLS AND ASTM E-1686 AREA - HV B A (1)AND HV WINDOW SLADE 1� AND E-1996 STANDARDS(MISS111 LEVEL.D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203 Zr 2D3 PROTOCOLS LARGE MISSILE (WHERE APPLI('AABiJ� -HN W9i0OW BLADE 9 00505111-05 AS PER ASTM E-1666 AND E-1996(MISSILE LEVEL 0,WIND ZONES I.2,3)BASIC PROTECTION ONLY AND 0 0725.01-86 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAAS A-F,CONCREiE/BLOCK SHEET 6 2.W MADE(D AND W 1WNDOY MADE 0 ARE ENSWEERED TO WORK N UNSM WITH EACH OTHER UNDER THE GENERAL UUITATIONS AND CONIXDONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-LIS CDNCRM/OLOCK SHEET 7 3.BERTHA N.V.AcwRoch PINS(IN SY3W'5),USW AT BLADES XM=E AND FOR DIRECT MOUM CONNECTION TO TRACKS SHALL BE 014+275'AND 014x1.75'RLSPECINELY,410-HT MINIMUM SAES CENTER IAlE DUALS IN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 km YIELD STREHGRI ANO 180 W TENSILE SR04M PINS STALL BE COATED W1M BERTIA W WLROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTFRMATE ALTERNATING 0='TAGS H{V SHEET 9 COATNG APPLICATORS.REGiMTERED WITH ASOWM SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARLUNG ON THE R HEAD. 4.ALL A'IW NUM DMIS10N5 BALI.BE ALUMRRDI ASSOCIATION ALLOY AND TEMPER AS NO'.CATW ON SHECTS 2 AVD 3.NNWUM W'7A STRENGTH FOR eo63-76 ALLOY IS 30.0 kA V0 35.7 Lei FOR ENE)CONNECTION DETAILS 1-6.CONCRETE-ALDCK SHEET 10 6005-15 AILDIT. MAXIMUM SPAN TABLES SHEET 11 ANCHHCR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RE MINT COATED CARBON STEED.AS PER DIN 50016 WITH 50 isi MN.TIOD STRENGTH AND SID k.1 WN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/RDROA BUILOW.CODE SECTION 2411.3.3.4. , ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE A51M A-307 GALVANIZED SM OR AST 304 OR 316 SERIES STAINLESS SIM WITH 35 w LaK MUM YIEDO STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SWEETS FOR ANCHOR SPECIFICATIONS:W BAILIE 0' 1213,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 W MADE(!)&® WORMNG N UNISO.14 13&15 INSTALLATION DETAILS S-X WOOD SHEEN 17 B THIS BERTHA ftV.ACCORDION SHUTTER SYSTEM DEARS A U.S.PATENT 06.779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR N PART BY U.9.PATENT 05.458,179=ED TO EASTERN 00 CONNECTION DETAILS 7-12&X.WOOTT SHEET 18 METAL SUPPLY.INC. 9.R SIAL UE T0:RESPONSUMITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WKEIE SHUTTER IS TO BE ATTACHED To INSURE PROPER AHCIMWCE.CONTRACTOR TO SAL/CAUJC AREA 3: HV WINDOW BLADE (94 ONLY ALL SWTER COMPONENT EDGES WHICH R0AAN,THRU FASFOQ4 IN CONTINTXNUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN OTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT UW3.IN A VISIBLE PLACE WITH WV MNG NOTE DURING PMODS OF HURRICANE WARNINGS HOME OWNER,TENAK.OR OTHERS,MUST PROPERLY CWSE ALL W AND HD CENTEfMUES AND ENLACE OR I=ALL W AND Aro LOCKS. AREA 4: HV WINDOW BLApr nONLY 11,SHUTTER WANUFACTURER'S IASEL SHILL BE,LOCRID CH A READILY VISIBLE LOCAT.ON AT ACCORDION ENTER N ACCORDANCE WTH SECTION 17 10.8.3 OF FLORIDA BUILDING CODE ONE LABEL.SHALL BE INSTALLATION DETAILS.MET&STUD WADS SHEET 20 PLATED FCR EVERY OPONINC.IA3EIJN3 TO COMPLY ATN SECTION 1710.&2 OF THE FLORIDA BUILDING CODE, 12 BERTHA H.Y.AC.,ORCION SHUTTER SYSTOLS INSTALLATION SAA.COMPLY WITH SPECS INDICATED IN THIS ORAATNG PLUS ANY BiUILOM AND ZONING RF.GLMDOn PROVIDED BY THE,PJIa5013TIDN W7HERE PEWDr IS APAM TO. 13,(a)TNS P.E.D.PREPARED BY THIS ENGINEER. IS GENERIC Ata DOES NOT PROVIDE NFORMATON FOR A SITE S mnz PROJECT:La WHERE THE SITE CONDITIONS Do-VATS FROM THE P.ED. (b)CONTRACTOR TO DE RESPONSBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UPE SAFETY OF THIS PRODUCT.EVSED ON THIS P.E.O.PROV.CED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL. ONLY BE USED TO THE CONDITIONS DETHUHI ON THIS DOCUMENT.CONST ACTON SAFETY AT SITE A THE CONTRACTOR'S RE,:7' ONSOLRY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE 001H90EAID 9AA12D IF ALTERED BY ANY CITIES. (d)SBE SPECT-PROTECTS SAL BE PREPARED BY A RORNA REGISTERED ENGNETR OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF MORO(TIER.) SPECIFIC THE PROJECT AND WTD WLL BE RESPONSIBLE FOR THE PROPER USE OF Tiff P.E.D.ENI,YI.EER OF RECORD.ACI M AS A DaMkTED ENGINEER TO THE P.E.D.E)444IR SHALL MEW TO 1116 LATTER THE SITE SPECIDRAWINGS FCR REVIEW. (e)OR=M P.E.D.SEAN.8:1R THE DATE AND OW_'AL SEAL AND STMTURE OF THE PROFESSIONAL ENGINEER OF RECORD DAT PREPARED T. 11i FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone ,,,%Wt,Jt A.Fj AA,iAA 0 2015 EASTER!METAL SUPPLY.INC. ........... `x BERTHA H TM Accordion Shutter Sy stem ECO 1 wc._ A S■ wA■ FLY. BLADE#1 W/OR W/O NV.WINDOW DOW HALE American Shutter Systems DHsc/°I„a4 DArE Lxu b m: ALL IIA ;11; TFWT TESTING& ENGINEERING COMPANY TEDF Assoclallon. Inc. 1 OLD 11-192 4/13/15 DATE, 4/13/j5 xr Ica.x.s 3m.VRFNA OVCOY.P,oanA 331 Zc-1$j�� •^ .` Pno�e:posjell-H5w.Fa.:(SDS387+-15111 4268 Westroads Drive x DRAWING No %••' \��`� °-1A0A p 7�`�'^ West Polm Beach• FL 33407 a 15-455 S is OidAL ENG.�`` WALTER A TNJO. Pt A P.E. SFAINnD�PURE/DATE FLORnA I E 144167 s SHEET 6 1 OF 20 31I ECR FAY OLIOr . VAnCS 1916• e•' p e 54- o � � :J a 7' i— 4.999• ° .3T• SHV SOLID BLADE 5 HV 90'/180' STARTER BY UNIVERSAL. FLOATER r COVE�RED UNDER US PATENT¢ 5458179 QUALIFIED FOR USE W/ NV BtADE� ¢ IN BLADE 1 L"y HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER OOUAUFIED FOR U W IN 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADEON SHEET 19 BL ADE ® fi063-T6 ALLOY A TEMPER L;9-0 124' J 6063-T6 ALLOY AND TEMPER - 9- w A 65 7. 2b7D' �i .994 470' 2,228 72 1842 ILL- a' 175'.1 gr 1 J75' i" (1072' -- - _q,07_ V .920 a 276" �HV WALK—OVER TRACK HV ADJ. O BLADE Q7 QUAUFIED FOR USE W/ W O9 HV TRENCH TRACK t 6065-T6 ALLOY AND TEMPER BLADE`l,� QUALIFIED FOR USE W/1N E063-T6 ALLOY C TEMPER BLADE 0ONLY. @ HV RAINGUARD BLADE Cid 6063-T6 ALLAY AND TEMPER QUALIFIED FOR USE W/IN 6061-T6 ALLOY D TEMPER vAES l.9SY BLADE� t- 1.°15' VARIES 1.938- 6063-T6 ALLOY AANND TEMPER 1.917•- '.J os ��• �• � S� .C83• • P �3. 09Y• 'r� 4 670 1.686• , 4701 it �C CEILING HEADER i HV HEADER/SILL (j HD CEIUNG HEADER/SILL fi£8-F0r2.L5F.�9rE-IPS-B,,. t QUALIFIED FOR USE WJ HV BLADEONLY ONLY. 6062-T6 ALLOYAND TEMPS1 QUALIFIED FOR USE W/HV BLADE 14 HD WALL HEADEMSILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAUDrFY. QUALIFIED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 11 ONLY. 6063-TG ALLOY AND TEMPER i COMPONENT A B 71 Z X Y t X NYSOlI t' 1' 2" i 2" ;0.125' 2- 5•VAX.10.19Y D.192- SIDE ANGLES OUALIFED FOR USE W/IN ALUMINUM ANGLES19 zs• r MAX.'0.190, 0.190• CORNER POSTS BLADED OUAUFlED F03,USE Wf IN 1 UAI3FIED8�E(FOR D W/HV 6063-T6 ALLOY AND TEMPER BIADE(,1,)QNLY. ' Y 5-MAX.I0.139- 0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLDY AND TEMPER ® i I FLORIDA.EUILDIPJG CGDE(Mon High Velocity Hurricane Zone 1%I1111p Tlll! ®2015 EASTERN METAL SUPPLY.UTO. �FQ...:.....,TJ a.�. Q`•`,�ErasF:9 7TI A■�■S■A■ Eon Shu VTML E C O I■�. Accordion Shover System N.v RADE 91 w/OR w/o H.v.WINDOW elAnE •*; `/l/. �� = TILLtT TESTING A ENGINEERING COMPANY American Shutter Systemszcv.Q D11cm tiOR 0#L I oAAaN Err: R;- :fir` Asaoclation, Inc. I OLD 11-192 1 13 Is Wf: 4 13 16 STATE DF eu a 6 Ss R R.SNn 5 r..ss,1.F. (3m)s,na9a 33i 4268 Westroads Drive 2 J I 1 I (SDS)47I-1530.ra::(3w}671-1311 DFtA'NtNG No Or �IORtD.'���,�` w+�awPlcPn west Palm Scoch. FL 33407 3 [• c`` w-OOOr719 i�i�'SS/ L`\.�` *ALTER A I1LL1T Jr.PX- ' SHEET-085 I FLORCA Lir_8 44167 5 P.E. ST7'Jt'N&IGN1CiLDRcJDATE 6 2 OF 20 sw. 0. 4376' A- 4• 1 f'-7II�1/' l!f'-i0 VS( .745• .- F S.SYSIFN 7 1gU5N0 20 ' (t 71fV/MO, CJ67 A�4, ) Illj w } (2 M.) At � .062 n r 1` IPt9& 4 _ .378-, _ 4.0 q.Y^(ON9YE (oomYE P.AmI 21 HV CENTERMATE� �a. 3aa °� �`' ® HV EGRESS LOCK QUALFlW 7 & ONLY ���NG C e ' �IEDeO65E'C"'/HV QUAt)FlED FORUSE W/ W 6063-T6 ALLOY ANO TEMPER IW FOR USE W/ W BLADE 1 &C:Y ONLYbO6S-T6 ALLOY ANO 7ENPER , BLADE & ONLY. BLADE(BD &f�ONLY. QUALIFIW FOR USE W/HY BLADE 7 ONLY JP 6063-T6 ALLOT AtiD TLMPCR L)56' 9 PIASK HFAO o MOLDED 10 4DW • .� set+E6' 2a79' t . ~ �.-.. � I •' Aha•AFTER RIVETING j y ° $ oe• S S�4-01-20 X 3/4- t BEFORE4 0R 20 RIVNUT* ��� • �me(s saN AUWXW(2Mx 13 ALL"uRSE nA%Z nm( tSPW bUTW9.FMC J 0829,AS WJW AC.LO P BY ADEL _ � OVW YFX(L'"PA UPPFNY.NLV JUt=97051 OR ECLLQ. P'AN " RE.Ya IIf1A71. � HV MALE " " 4�A ` HV "T" LOCK ® HV ALTERNATIVE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUAUFlED FOR USE W/HV BLADE L ONLY HV FEMALE "T LOCK CENTERMATE QunuFlEo FOR USE w HV QUALIFIED FOR USE W/HV BLAD'c OONLY 6063-T6 ALLOY AND TEMPER OUAUFIED FOR USE W/ HV BLADE ONLY OUALIBED FOR USE DI.ADE0 ONLY./ 6063-Y6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPS 1.917 1.91T _ - y 3.161 ...'- .. i Ow M+NCER OR .214• I(EY C1.1NDER - _.__'- 5• a.676•�. m 125'Y H NO 0 i HD CENTERMATE �QP 1 Ql1AUFlW FOP.USE W/HV BLJ:DE 1 & QUALIFIED FOR USE W/HV BLADE 11 & q HD F I 6063-T6 ALLOY AND TEMPER 6563-TG ALLOY AND TEMPER =_� S /�1 vAFVM 12•NN. - QUALIFIED FOR USE W/HV BlAOE 1 &�.6 ; m •- tJ4'h70 SZ 9R 3/A'h1A +1 6063-T6 ALLOY AND IEMPER f ACC1M.TatYfi :?S LI/2• C7YNDrM (SFEOR 1(E7• CYLINDER � 1.76"No.. LOCKING ROD 1/46 HD LOCK I-.S75"o OUALFIED FOR USE W/ HV BLADE01 (g HV 3/8"0-1¢ ACETAL ' HVA,/4" 0-20 AISI 304 BY REGENT HARDWARE YOMSE LOCKS SERIFS 2333 HOOK DOLT LOCK. 6063-T6 ALLOY AND TEMPER tZ::JJ SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/W BLADE 1O& Q f�5 INSTALtATiON WILL REQUIRE A 7/16• HOLE U QUALIFIED FOR 175E W/tN BLADE iQ FLORIDA BUILDING CODE High Velocity D 0.1.ED A7 TRACKS FOR PROPER ETABWA(z'NT QUALIFIED 1F q BLA F I 1ty Hurricane Zone 0 2015 wreFtN METAL SUPPLY,INC. Q` ��L;ENSF'J9 ` BERTHA HVT7A 70-7,N Accordion Shutter System1L EA S S A HV. aACE#1 W/OR W/0 TLV.WNOON 8ADE * / American Shutter Systems Lv. 9cepproN DATEL DMN By. M TILLIT TESPNG&ENGINEERIM, COMPANY k., Association. Inc. 1 (x0 11-162 a/u/LS D.X. 4113/15 •a•, S P F$3 N.b',36th SZ.SW.]0.1�4n..d GRt'SF/5.F1071f Sfl F1—:(xsWI WO.F-:(3ns7s71-+at: 4268 Wastroods Drive 2 ORAw7NG No '%,F••....... .-n ,.-,X—oaal... 'Newt Palm Beech, FL 33407 3 SS�pNA��,,.•P� WA�1 .P.E. , 15-085 FLOac,Oc.j 41167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _ HV Q HV R 41 a/s 12'W .E W HV BLADE 1 70 BLADE ® W BLADE to ( NJ mom/1Daw eunE .oc25' X A6J5 .0025' '� 11 n KNUCKLE .m 0PD6Y .°625 . 1875' Y kiV LONG RECESSED NYLON BUSHING \ D ® HV SHORT RECESSED NYLON BUSHING (Typ) ` , ® W NYLON HAT WASHER W OR `o tIt U Ll T FORTXNt Rt.J509'/ HV WHEEL CARRIAGE NSI 302-303 SERIES I I "n' < ;tS " �/-a no' X (� n 44 0.870'x3/1 6'THICK NYLON WHEEL. @IJ ( 1 HV""'saw 0.188'4/JSI 302 SERIES S.S. RIVETS •375 a �, ON w. i 0].7500- eE1WrEN ---� .0621" A623• ® HV 1 3/4'ACCORDION PIN Wf §8 HEAD * EXTERIOR �� Ow%s o*t 5 s/o's ® HV 2 3/4"ACCORDION PiN W/�8 HEAD # ( 47S'e .7500' '1 41 �stp-�.',ca "`I ,, I— 222 1/4 v4r�ao ® POLYCARBONATE IMPACT RESISTANT HV WINOOW i '� POafAR LYCARBONATE CA HV WINDOW E HV WINDOW DETAIL I I I '. ® AOR 0 a or® n N.T.s. ((SEE FOR REOUNOTE IRE1tENTS) I WOR® I I POLYCARHONAjE..,IMPA(•T R=SISTAM FiY VlIILDOW I 13AYER IMAKRO10N 3103 POLYCARBONATE C, ce RESINS. UV—STABILIZED GRADE OR SABIC 1 TO LAME INNOVATIVE PLASTIC LEXAN 103 RESIN PIN EQUIREMEWS AT EXTERIOR BLADE KNUCKLE FOR DOR® I (SEE NOTE 'F-ON SHEET 19). iI (1) HV PIN®SHALL ALWAYS BE USED AT ALL CaERLOR ® iia o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR t POLYCAR80NATE SOURCES FOR 4 HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY ' i EXTERIOR A+�tcar � Tnry Ana sxavn (2) FIV PIN E)MAY BE USED IN LIEU OF®AND ONLY AT �� Nv PH 11�faAuT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q o0J24' 9lADE'S KNUCRIF. 0> J mea (SEE D. f FOR s�K rswm Asn°rot 6niT ty„• 6AU mM BLADE WHEN CORRESPONDING TO INS'J_L.ATION 11", SHEET 7. D4p.� 0 REawREUENTs) � TaCAE Y.ETD Sil31rM 13711 PRV OAtO Pai B.'AD 0.aJ. (3) HV PIN @ OR ®W/ 1/2' O.D. 1/16- THICK S.S. WASHER 0 ntm L g6w w t °To 40= P" S ( ' I IifriHK tppilvS AAII 0iW S,Oi>a wA 3aa.0°]P+T. SHALL 8E USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8;���` tI 1 �ePns An ax a tr-sem n rT of SHEET ® I P� WHEEL CARRIAGE DETAIL �of rtb ATN AMS o2 z Gas:-I F. ASSEMBLY LAY011T Peat• or e,w6o APIP bms c t aA51 C, N l.a�-- sar Ce:IRf &N DIM Ie T °At T > Asn 0,33 Toem sslo N Via, M•'Y 616 CtQ2 Dai taf0 wt. M HV BLADE SOLID_ 1A HV WINDOW BLADE DETAILS wL�DowtrAAmPK wFYW6 MI Di °'"°—t FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. ' L10Ely i� BERTHA HVTM , TLME - A.S.S.AAccordion Shutter System KV.FADE#1 W/OR W/O FLY.WI DOA'MADE of tel`: = American Shutter Systems Dwnsa� arc kv N e,: „y TIWT TESTING &ENGINEERING COMPANY y Q• T DY *j 665 NR lG r fi Ra 313\WGW GTMlK MRM A99aCTatlan6 Inc. C 11-192 -- 4/13/15]JIG 4113/15 DA Prone:(3os>eJ1-Ts36.re,:(3as�71-7saT 4268 Westroods Drive 2 DFJAYTINC t.a West Palm Beach, FL 33407 3 15_08$ s/O'v.....UG��; M-00067,8 p AL Lt \\\�` NALM A TUU i.PL P.E. 966, ;kY7�URE/DATE ' t u16J s G SHEET OF 20 • « `NOTES ON HV LOCKS AND CENTERMATES: A o c o S Y N s r D i.),SIUdkAATOFiY COMRIDIJ i/1 ONE FN TACK®°r 0 SHALL 8E I15FD AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OEAND FOR I LEVATION W LOCK P OR I or 62W SHUTTER BE USED AS AN INSIDE OR OUTSIDE LOSPAN FOR SPANS UP TO CK,A ACHED t CENfERM4TE5 W/(2) 1/4'®-20 x 1/2'LONG FLAT HEAD SS.MS.LOCATION OF LOCK SHALL 8£AS IHDICATm ON O«®« TYPICAL SH EIEYATION. 2. •IF DESIRED• FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TD TWO HV �« OR 9FALL BE AS INDICATED ONS ISE AN INSIDE OR OUTSIDE LOG(.CONNECTION OF LOCKS TO CENTERMATES LOCA OH OF LOCKS SHALL BE AS WDlCATED ON TYPICAL SHUTTER FIEVATTON. q y-- 3. tl /2 IS 17 0 WliwO H.V.LOGCSI:LOCKING RODS ARE RIOT REOVIRED AT URRiCAVE POSMON.BUTT UAY ♦ 9bacv0,o �4 "� E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE.LOCKING PWS 4 OR AN ALTERNATIVE DENCE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). <.IMANEMiTORY CONDITION&2.-ONE HV LACK0 SHALL BE USED AT CORNER CENFERUATES FOR ANY SPAN C7II AND DWAL ATIONS AT ANY ELEVATION.W LOCK 2 or® I SH&L BE USED AS AN OUTSIDE DR INSIDE LOCK, a ATTACHED To CORNER CFNTERMATE w/(2) 1/4 6-20 x 1/2LONG FLAT READ SS.M.S.TWO LOCKNG RODS AT TOP a BO OM SHALL BE USED.LOCATION OF LOCK SHALL BE IS INDICATED ON TYPICAL SHUTTER ELEVATION. MNOMUM SHUTTER SPAN SHALL BE DITERLVNED AS PER SCHEDULES SHOWN ON SHEET 12. If : b I S. ( �S ONE ALTERNATE HV LOCK MAY BE IN UEU OF HV LOGO or FOR ANY SPAN AND 1 �---- g'E6O i `t INSTAQIAOOtiS AT ANY ELEVATi.^.N. ERNATE LOU`(@ MAY BE USED AS All SIDE OR OUTSIDE LOOS.ATTI&11MEAR 0 HOF 1/4.6-204/4'S.S.THUMBSCREW TO a OR 0 C£NTEAMFATES SHALL BE MADE W/1/4'6-20x3/4•ALUM. b � RNNUT AS SHOWN ON SECTION HVE.SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® 0,MANUVORY CONDITION 11 FOR IRYS'ION *(Nu:INSTM I AnO#&+_ ONE LN LACK or or®SHALL BE ISM AT 1/2 OF SHUTTER SPAN FDR AHY SPAN OR 12'ABOVE OR BLOCK 0 or/ or 1/ BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSrALLAIIONS AT ANY ELEVATION.WOUTSIDE LOCK.ATTACHED TO dj`or 0 SYMMETRICAL CENITRMATES W/()1/4� 8 20x 1/2'LONG FIAT D AS AN INSIDE HEAD 5.8. EE END t MS.LOCATION OF LACK STNV.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING Rom 0-W/(� COt01EC7704 OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY. O=TATS DN D F E N I J K E YP D • Y V x 9TEE'TB 10& is YP•FLU II *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1. SECOND ALTERSATE TO USM&MMC=MW it CENTERMATE �ONE ALTERNATE W T LOCK, t�WY 8E INSjAU.EO IN UEU OF HV 01 LOCKS OR 0 FOR ANY SPAN AND INSTALlAT1ON AT ANY ELEVATIW7.AL Tf LOCK A'MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK®INCWDE.S iJSOtC L7'E]NPoRCOLG LOC' AS SHOWN ON SECTION}AC.SHEEP 9,IYIUCH MIST BE 10' w�j• 1�7+�m .—__ CONNECTED TO CENMMATFS®ANO�W/ 1/4'6-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'6 x 3/32' • •O• WTNGNUT OR W/ 1/4'6-20x1'SS.M.S.INTO A 1/4'6x 5/8'RNNUT60CK UAY BE INSTALLED AT MIDSPAN OR 12' 6 7 on 6 7 a NAtOMUM ABOVE AND BELOW NIDSPRN.USE OF TWO LOCKING RODS�7'TOP AND EMU IS MA!4DATORY. 9• �T •��{t3• *NDTE &N.- LOCKSS & CF RM ES: t.ND lAF9r ND CETAERYATIS T3 DR W! ONE ALTERNATE NO LACK(D MAYBE USED IN LEU OF PICAL(1) HV BLADE SHUTTER ELEVATION HV LOC16 M OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELLVAwn.ALTERNATE HX LOCK®MAY BE USED N.T.S. AS AN(NSTOE OR OUI LOCK.ATTACHMENT OF TRT LOCK A TO @ IS W/3 JS x 3/8•F.H.SS.M.S..AND WCWDES RETNFDRCEMEIJF INSLRi AS SHOWN ON SECTJNS HDB-HYd AND -IAC.SHEET 10.LOCK MAY BE DS"TALED AT 1UDSPAN OR 12'MAXIMUM eELON OR ABOVE 10DSPAN.USE OF LACKM RODS @.S S:OMPLETEI.Y OPTONAL- FLOMDA NM UDE(Non High Velocity HurriCaneZone' 0 2015 EASTERN METAL.SUPPLY.INC. ............. BERTHA HVTM �Q•' �CENS ':�9's. TIL EC O.INC. A.S.S.A. Accordion Shutter System KV.IXADE#1 W/CR W/O KV.WNWN DAM TILLT(TESTING g ENGINEERING COMPANY American Shu"er Sysfems oacasna DATE Owe IID W.L. y STATE OF 4` EJlS Kr,JS A i 5 a so vRa A cW10E FlFtm•31t Association, Ino. 1 OI D 11-152 +/13/15 DM 4/13/15 P :(3M)en-15x.FD.:(305}.171-1sT 4268 Westroads Drive 2 pRAWTNG No AI �� , •-W�a 4lecoOmLagn West Fo1m (each, Ft 33407 3 ••••••''G LB-0 0719 95-085 Ai,S/GNAT�� �' WALTER A TPUT 41.PE 4 .. , P.E. ,SEA�%tStlfkJll�iRE/DATE TLcrmA L T !4A1s1 6 SHS OF 20 CRETE ANCHORS POURED CONCRETE (�SCHEDULE ON OR CONCRETECON BLOU( Pou_ RE 1/4'0-2043/4'SS. POURED RED CONCRETE SHEET 1J) f2E0HJGtSCREINS ET7 OUH�U TDR ( SU1FDUCONCRETEµlEGHO N 1T���;-2 CONCRETE ANCHORS 17 1$ ort(5EE Mwmw®ON%w n .._. . (IMIE N1JI5 O 12'O.C. (SEE SCHEDULE ON SNEfT,J) 4 I'tcn. 1 -20x3 4"S;. r4 7-"- WEQY'CHIHE ;USE.HC 1/4=20 NUTSI ' I5Yoz ' If Ym.L \ .., I I I I OPTICNN. I j i�T71DFU1 " UK WWWM L Soil]Eac�a Sg ry ♦ ' MIN.SEPARATION YO CLASS 1 I la K� 'xc•�--(SEE xHEn a oN Sucu T+)—'"'- Emnxc ; racoma® I uw.SEPARATION TO CLASS I 1 cuts , SCHovu or+SHEET 1q + _ M ©HV WALL HEADER INSTALLATION L F 11 HV WALL HEADER INSTALLATION + KEYSTONE EwsnNc MIN,SEPARATION TO GLASS r ) '~ Ata10.� . II, -OCR�♦ W ulx.SEPARATION m I.T.t55 ' 1 �J (SEE SCHEDULE oN SHEET 11 1 it One.. (SEE SCHEDULE ON SHEET 11) ON sm+L rat aassma® EX15I1 OP'nG1AL i i/4 Naz. E _ — ' � �-oPT avAT I I (.J -- 0. TEE..R'' I -- I �1/4e-20cT/4'S.S.Ep..�.E PHRUPSTRUSS HEAD . 'o-20xJ/4'S.S. SCRE S 1/4-20 SCSt3 12- CONCRETE A40DULE O NSS HEAD WdtoHE SCREWS / ANCHORS 7 18 +._ +/s'-zD TntTs o 12"O.C. , (SE SCHEDULE E Cr W/1/4•-25 Huls o 12'O.C. POURED rnHCREr ! (SEE SCHEDULE ON SHEET 13) �Yn_ POURED CONCRETE SHEET 13) OR CONCRETE BLOCK re / _' ANCHORS RECULE9nD O (SEE SC MUFLEcw D jV WALL SILL INSTALATIONnALL KsOUW HV WALL SILL INT GONOWESHEET 14) OR WALL REoUMDEO HV WALL.SILL INSTALLATION UOTE FOR DOMBILAIM Or " "`' INSTALLATION D ETA I LS W/ 1-SEE SHTST 4 roc 1YPICAL.SHU`MR 4 E D.,:OX DISTANCE ♦SEEN u1oxS�LISE TOR nNO SES CAN BE EDDIED (SEE SPECTIG WrS OtH^HEET 13) MIZE �,sgET,9 0) HV BLADE ASSEMMN ATrr WAY TO R,T AW INSTALLATION. YYuxu UNA BUILDING COBE(Ron High Velocity Hurricone Zone 0 2015 EASTERx NETAE s+PPY,INC. BERTHA HVTM �`CE�s�_ !i■i7■r7■N■ Accordion Shutter System .� _ E i► 1 N C. kV.Hs+DE1 w/CR W/o KV.lxrooN aaoE * / Amerteart Shutter Systems wv. 4D 11-1ON DATE In; M.L. OF 11LL1T TESTING & ENGINEERING COlAPANY :��` c-+5 R.,s«H.s+..sr,xA 4z+a„I vxros.Hwlm.a1+ Association. Inc. , OLD iT-1sz ins/1s nvr: 4/1J/Ts Rwna;(Jos)Tn,_15TD,P,.;(w5)e71-+531 -4266 Westroods Drive 2 '4�cCS+'-�� I;.'.•'•(•j\C�.�� .-�x a'«oow:.�arr, West Palm Beach, FIL 33407 s ORAISTNG No 11ti 1P�`` wALTM A.rLuT Lir.P.E. 4 15--085 P.E. SEALS;NATURE/DOE naTa4` .e 44167 s. SH6FT OF 20 CONCRETE ANVORS r---+_ • _....•,. • O CD�1✓R1,T'f (SEE Sa1EDUtE ON SHEET 13) I x nCEa 1 OR Y7 OGSHNc 1 1 ro CDU 1 .'(SR 9�1L REWIRE° EOCE OF "{tt ifft BR,C 9wo i �`� S P a196J to toT ytpy ' APFUCRLE COSTING 9.tu3mlg Y C'-(at la+muc" - Gl/155� AUERNAT {{ i 1 i E)GMNOANCH x�• IA.^AOON {I �tOcS/4'HEX WASHER HEAD 11 OR 1 OR 1 a { JPo t19Y lEX SCREWS O tY O.C. OCE OF { c � i J CONCRETE ANCHORS 8 ff i i I `l- L!�(`E SCHEDULE ON SHEET 13) APP,1G19LE EDGE OF tt? SLAB IF Q17 , D SSUIF , 1/2 1 EDGE OF APPLICABLE t A>'P11C t�tE O• SLAB ff APPuo1MC POURED PTCRETE'1 FLAT SCHEDULE CONCRETE ANCHORS 'Snmun'� CONCRETE / °• (SEE SCit£UIRE QN SHIST 14) j REOLMED t. tri 1919�`0 1 OR CA Cor REWaffD L FLU FIFlo CONCRETE ANCHORS ORoafl+a® REMSCO o' --E.a (SEE SCHEDULE ON SHEET 14) li .TRENCH IMALLATION Q HV WALK—OVER INSTALLATION D SIOe��RATING&FOR SPANSAPER Q tLV FLOOR INSTALLATION t SCHEDULE p3. SHEET 11 C� HV CEILING INSTALLATION O t CONCRETE AN04DRS SHEETS 15EDUIE ON-71/4.0 f M El9DOI 14MM MJ o+i aRait,) I 0- De. I r STMkJOSnNC nacT r 1 rig. EXISTWG { ter— - _ _ MruR/ 1iG1J55 -'ica owmuC w sm u) _—' +sr ww n f MAX 3/4 _L IMAM M o e• ti iI i iI rW IJP TO G'-W 5 AM j 4'an PM S M tAFZM MW {:t 1/4• T 1 6'•O'W TO D'-O•fiIC41VRY STRUM AT LHRT TASID4A ION t t _I MV. 11 (11 4 C,.MWE H M 9tII t1 /L 1/2• TEK SCREWSSFAANf-�^•w __�.. ;. 0 iz ac. 8 i;l /14y3/4' Hof HEiOTEK � .. � OR 1/8{4 WS ss�MSS. , SS us CONCRETE ANCHORS - - fj O ]/! /14iS/4•SD.S. ii •' 1/4' F,- :•' ,/�•.-mMurs W/NUT 0 9'O.C. I (SEE SCHEDULE ON l`' __ 0 9'0.c 1. '_�' ua.. .', i 7. o,x•ac r1TF'------I S1ffET 14) 18 1/2•I ,1. 17 •'t t.vo••NVi VMLL TRU(DCL 17 w 'l.�f ••E0. `SW EDGE OF ' / {J �1493/4-F H.S.O.S. �.1 IN•.'.r ';=>✓. ,su+OitC 1 8' 1 7/8" 1 IFCONCRETE ANCHORS I O 9•D.C. �. NOTE 13(D} E ROTE 13(b) O POUREDCO)ICRETE--- (SEE SCHEDULE ON ON SHEET t POURED CONCRETE ON-SHEET I �•.•`' •, •,. •. .CR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOC( RMJRVD REoaR�D KQWDNE MOUNTING INSTALLATION oP1 DNAs caNPa J (g) HV WALL FLOOR INSTALLATION © Hy WALL WALK—OVER INSTALLATION Mew ��,P" =16""77 u' PEWetED UA D I STHIS VNSTALLATM 1nTF +fig FOR CO WHLTIOH OF SECTIONS: RMOVASM WHEN PERTO)e/O ' FDG-DJSTAt+& ANIACENT TO AN GPERAdiIF.E7CTT ♦SEE W TIONS OF USE FOR I-SEE SHIM`FOR TYPICAL (SEE SPEOt1ARO1S TX1 GIEET 13,BE COMERED OR ENTRANCE 8, ON SHEET 19 _ INSTALLATION DETAILS W/ J) HV BLADE 114 NY V o s�T M8'INSTAUAMOK FLORDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN UETAL SUPPLY,INC. BERTHA W IL EC O i�ac. A■S■S■A■ Accord%an Shutter System Kv MADE 1 W DR W/O FLK N1WN BAX American Shutter Systems IXW. OrSCR„N„ ur, DOWN By N, k TItLT TESTING& 1NGINEERING COMPANY o TATE OF .:� , Hp, ,a.s,•M5.way,QQMVM 11ORM MIN Association, Inc. 1 OTD 11-192 4/1:115 DATE- 4/13/15 (x5)571-1530.Fw a(395)871-1531 4268 Westroods Drive z DRAWING No A-ODW66171N West Palm Beach. FL 33407 + 15 -085 P.E. "1f SIGH 6E/DATE FlA9D4 LK /44167 a SHEET OF 20 SEE END WALL CON kE N SHEETS 10 do 18 S¢Naas ON LOCXMc Roos sQ,NV LOCKS s p f INSTALLATIONS W/ 1 HV A.KTTWJCINLOW®ON�5. O U T aQ 1 N , / oosnac class BLADE W HV CENTERMATES **�TW IDUAX T"��a w®°v'Q"®,(•� 19'®w OR 23 SEE END WAIT_CONNECTION 10•�5 w®'��/•®w .--oornNC cuss 'R DETAILS ON 7 - ---------------- --O-O•©wO-O•®w -- - -- ---------------- - i - r 2S2'�1/EYJ•-2 I ®•®w O9.®wi®•�$ 31/4- r 6 1/2' 7- (6os3 T6 AuoT)AtWL OPP051NG - wc1EW/tz),74-.Twcav 1/2w®.® SYMMETRYCAL w,ot(2) 1 coTUAPCOE I- CENT RMATES CENTERMATES (,W/50TIOU)y jiOs3J4'SHS.O t2' -----•,---*•• N1X_RYAPArON t4311AT EA sus Ta�) � O.C.rvLL tFiGW.. HV OCK o - W/ HV LOCK or � (S.CLASS AT FAtit N/GlE C 5 * 35* FIN �* 3 ON s tEt�n) ;V�--------------;0,-i I t-- 1 * 1NI*W@ No Z 1/2• 8 S 3 ® 1 _ ©w®w©•Ow®4410•�"" L. O � HVB ,,rr��,, �*- 10•��'�•®w®'©O1 HVA A �m�w©•Ow®w 10+�3 w E%IS,ut3 C1A§�� �PVJXEO CONCRETE OR CONCW10.®w©, � e NTacx waa SYMMETRICAL �s: Lvs' 8 �wQ•®w� EXW1f fel CENTE M ES �O EN Q•®w�•®w®.®w (seE E 5 SEPARA a�'� * �'l W HV CK 6 (w1Emo) ®'®°(9-®"0'O MJt. TION 04 rl SKFEr i 1) TO GLASS �• (5LE SCHEDULE I NAL oN sttE T n) ca+romR) ------ --- ------- - -------- 3 _ _ _ OUT CONCRETE 1 1 AXotOts o - ------- ----- — # O 16.O.C. 3 —10, �a * 3 � vARr-s 3 6V * a � a� FO-UT __ 6 1/2-uax.slaac OUT 3g (Ex1EwaR, HVE HVF*'K HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona \\\{1U1111:f1(fff 0 2.015 ELSIERN METAL SUPPLY•1.4C. BERTHA HVTM ? CEN "' ': A■S■ ■A Accordion Shutter System L ECO 1Nt. ■ H.V.BLADE f1 W/OR W/0 N.V.WIDDI'BLADE T1WT TESTING& ENGINEERING COMPANY Amertcan Shutter Systems Assoctation, Inc. OtA 11-182 4/13J15 arri• 4113/15 '"fK1^t ph-':(705)971-1530.Fa:(.7445)971-1531 4268 Westroods�Drive z ORAVANG No o- t mtK°a°°— lyes: Palm Beach. FL 33407 s F•. ��`��; ��W-0006719x.P.E. t 15-085 '�f SS% L� �� rtaTw U-f 44167 s L SHEET P.E. l�LIaNAiC"�E/C?ATE a 8 OF 20 POURED CONCRETE RED CONCRETE POURED CONCRETE OR OR WE7[� OR CONCRETE OR CONCRETE REMARED BLOCK WALL REQUWD CONCRETE BLOCK WALL OR CK WALL REOV�RED BLOCK WALL REQUIRED ExLSnNO GLASS EXISTING GLASS CONCRETE IWCNO GLASS E)aMC CLASS TTTI''' 7 �( 2'YRI E�—'705TIN^v 2'FRtL To CUSS(SFE NUL SWARCN S ON+QT '�' '� I I M SCRAWON tI FOR HALE OND 10 GLASS(SFE I To aAss(SE EO p 1D QJSS(3E 7CHwL E ON OMD SQW ON'o 1/15"x3•NAx.- ON 9W FIN- 11 Tat ET 10Oxo (6063M COHf. HADFSOtr GN ScEr 19 FOR 1/2• rQi SW 1919 FORrID ON SHEET 10 FOR LATE(CLLOSER (F�sAE) tvnFs Ok QS) AT EEIIICHER 4n 1� \ \ FUDLs O&�) HADesms dA O) ,/2'WN. - OF(D) +USE t•OR 2-MAX jlOA7/Y SARs I iPk (AS APPUCAS.E)a2xIJB•Nl-2" ----- /tort/2- ALNGNUN CUP ANGLE ` ©16.O.C._ --- - 4 \ (6D53-T6 ALLOYS AT NIOHEIGtIF� (1)110.1/2•S.N.S.ro©� 4 \ (2)1/4•0 TAPCONS ANCHORS ro WALL AT I.O.C.(LOCATE AT rj SEE DETAIL X ��DR DINER SLIL OPO) 1 OR SDE CONNECnON 1 OR SEE DETAIL x rOR 1 OR ®' TO TRACKS SIDE COOTECTON F ®-©.�j-g .®- SEE DETAIL x r 4 6 B.�, •®• TO TRACKS -- 718 8 .®•, O, - SIDE COt.'NECTgN ao O.O ®- -®'® ®'©©' To TtuesLs ®-® ®- . .®-©.0-©.®- ©•o•0-©•o•®- ©'o•®-©•o-0- ®•�-®•®-®•®- ®•®-�•�•®- ®•®-®•moo•®- ®•®-©•®-o•©� ®-�-a�•®-®•®a®•® O•QN-DMI 0 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 1U END CONNECTION DETAIL }WXRED ON.Y FOR SPANS GREATER TW 4 ,2OD POURED CONCRETE OR ExtMIG GLASS CONCRETE BLOCK WALL /J— 4 4 REWIRED CLASS N+ _ 1, --------- i 56'ARNIW _ —..—--— ..,.{1 1/2'S. _ (iI To CASs(SM O 76" .c. Lac SEFAr✓•MM D F�------ iii MYRAEU OHWAW CO, i/2"NTN. TO LASS(SFS -------- - Q74fE,19 UD2 ANCHGR O I1�FOR BLADE(DAM --- ® � CO NC ETEE HALES O&O 12•D.C. ,,rr/ ------5 N SS6W 19 FCR FC ---- °R@ © I6• j/21.. 4 16' U OR 2-!/IN. 2'NUN. ♦SEE UYIfArRONS CF USE FDR v' VIEW y / 5 8'-ACE 1©ON SHEET 19 �OfRI j�OR�OR S© VIEW Y 1 0R PLAN L1 OR�' DETAIL X POURED CONCRETE CONCRETE BLOCK WALL 1�®-©'Q�-©•�- �o®'®•�©•®- REQUIRED ©O ©-©O ®- HV BLADE 0 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q &0-0-0-9-0-0-0 END CONNECTION DETAIL @ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 2o1s EAsrERN KrAL sLmr•INC. BERT A H T>a liZ57C O tai. A■S■S■A■ Accordion Shutter System 1tv BADE#1 W1 oR W/o Kv WNDDM BADE American Shutter Systems My.w oacwrok DATE Br „y TILLFT TESnNG & ENC4NEERING COMPANY Association, Inc. t OLD 11-tet {/13(15 Tut=• 4113115 STATE OF aas mm s s. vRma.cN at r nrna xaL p' Phn,::<JOS)STI-taw.Fa,:(ros)9T1-Iw1 4289 Westroods Drive 2 4F•., ORI .'�`: o- :tr.«cooal.om, West Palm Beach, FL 33,107 3 DRANNG No �A,`,sS/ONALti�G � " X19 15-085 P.E. P} tl1�i1TURE/OAiE 6 SHEET OF 20 SCHEDULE AL1 S.HED 1 F A2 SCHEDULE 73 MAKIMUM SHUTTER SPAN* 'L+'OR 'L MAXIMUM SHUTTER SPAN* 'L+' iIAUA( SHUTTER SPAN*'L+' (kJ. FOR INSTALLATIONS W/ OR 'L' (ft.)FOR R -L (ft) INSTALLATIONS 1tEST SIA-�-�'q' `�'l9lls: 0 do®or or INSTALLATIONS W/ }� CONCRETE& W/ ONE H.V.LOCK ®or®of or MANSOR'f WOOD (1)L+:6WW1UM SIGN PRLE SPAN FOR . GNEN dC W/ONE HV LOCKS POSITIVEASA•DESIGN PRESSURE GIVEN HD LOCK 19 W/ NO LOCKING RODS or ONE HV LOCK Or 6 or L-:MAX ALtAw�elE SPAY FGR A GIVEN NEGAttvE CENTERMATES®k W/ONE HV W/ NO LOCKI G RODS OR W/ NO LOCKING WALL A, 6, C.D. E. M, N. 0, P. 0, A.S.D.DESIGN PRESSURE RA7WC. LOCK® WIM LOCKING RODS®TOP & (SEE NOTES t tl)® ODS(�� O© MOUNRNG F. K&L R. S, &V. BOTTOM SEE NOTES Tt SHEET FLOOR CEILING WA PIt01*WRE (DETDDTTNE MOR NUM SPIN FOR » FLOOR/CEILING H. I, 11,J T. U. W & X WALL MOUHTINCS(TOP/BORON)OR F100R/CEIUND: CONGRETE&WOOD DTSTAIIATION5 0 CONCRETE&WOOD MOUNTING & M r q �n CONCRETE A.T.aGIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. pwavAE WALL MOUNTING 1t00R/COLING ^� tiJU MOUNTING It,00f+/Gfl1aG rgfHrp. DETERMU'E MNiIMUM SPAN 1.+'IRON SCHEDULE YOUIOINGl a1 DR GKN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, tL011,T/CtiU2'Ef01000+G („oR_1 N 11(IIRNIm DETERMttYc MAXNVM SPAN 1-'FFtOfI SCHEDULE, L♦ �- pl (-{A} Lt M L-(D) L# (71 L-{f0 6 MAXIMUM SILLTIM SPAN•L+"OR'L-•FOR 30 OR LESE 16•-0' I IW-0' 15-0• 16'-0' 30I6'_0• 76'-0" 30 16'-0' t6•-0• INSTALLATIONS INTO WDDO SHALL BE U mnED TO FINAL EUOOMUM ALLOWARE SPAN 19 EQUAL TO THE 35 14'-TO' it'-10" 15'-2' 16'-0' 35 tt-1 0' 35 15-2' 1G-10' 105 mf-ASERM .D.DESIGN PRESSURE RATING. 1r+1NUM DETERMINED SPAN BETWEEN'L+'AND'L-'. �40 —-13'-t0' 13'-10' 14'-2' 15-2' 40 13'-10• 1J'-7o' 40 14'-2' 15'-2' (3)PROCEDURE TO DLTER)ME MAXIMUM SPAN FOR 45 13'-t' t3'-1' 13'-4' 14'-3' 45 13•-1' 13'-1' <5 13'-4' 14'-3- 't EN CORNER CENTU MTE 03 MAY BE USED AT ALL CAMBINATIONS IN BE WNL MODUTINGS 50 12'-5' 1T-S' 12'-0' 13'-7' S0 12'-5• 12'-5' SO... 12'-3' 13'-1' MOUNnNC INSTALLARONS.LOCKING SPEGF1CA710N9 W/FLOCR/f.E7LING MOUNTINGS: -55 _ _ •-I• 1Y-1Y 55 11'-10' 11'-1D' 55 11'-1' I1'-i1" SHALL BE AS INDICATED ON MANDATORY CONDITION JZ FDR A GVE N POSITME A.S.D.DESIGN PRESSURE tV-4' 11'-<" 11'-ll 12'- > 6o 11•-4' 11'-4• 60 10•-2• 10•-11' NOTE 15,SHEET 5, RATING: 65 10'-10• 10•-10• I1•-1' 11-11" 6S 10'-10' 10'-Io" 66 9'-s' to'-T DETERM X. 70 10'-6- •0'-6• HY-9' 1t'-5' 70 10•-6' 70'-6" 70 8'-9' 9-4' L14_M.SPAI FIX:WALL./cEILIWUNG INSTALLATIONS. Lz+�MAX.SPAN FOR FLOOR/CFiL.L\G MOUNTING 75 to•-1• t0'-1- fo•-4' 11'-1' 75 10'-1" 10•-1' - 76 - 8'-9" 'ri'DiCfPi THAT MAGNUM 51fJ(iFR SPAN 1+'OR USTA111.I1ON5. 80 0'-1o• 0'-1D' 10'-0•� SO'-S' 80 9'-10' 9'-1o• "L'AND WXMLAt A.S.D.DES,NG PR'SSURE RATING FM FOR A GIVEN NEGATNE A.S.D.DESIGN PRESSURE 85 9'-6' V-6' 9'-9' 70'_5' 85 9'-G• g•_g• INSTALL ONS.DRO CONCRETE OR CONCRETE BLOCK RATING: SO W-3• 9'-3' 9'-5' 10'-t' 90 9•-3' 9'-3'! SHwL BE U10TFD AS FOLLOWS DEURIDNE: 9'-0' B'-9' 9'-2' 9"-10' 95 9'-0" 8'-9- 1- CONNECTIONS TO KEYSTONE MOUNTING Lf MAX.SPAN FOR WALL.MOUNTING INSTALLATIONS. SS !)'-Cr 9'-7• i 5 W-9, B•-4' UNrTEO TO +64;72 p.a.6 AND 8•-0"SPAN. SEE (p MAX.SPAN FOR FLOOR/COU NO MOUMMG TOO 8'-9' B'-4' V MOUNTING©ON SHEET 7, INSTALLATIONS. 105 B'-7'_ 7'-I1' 8'-9• 9'-4- 105 110 B'-4' 7-7'_B'-7' 9--2• 110 8'-4• 7'-7' FINAL ummuM ALLOWABLE SPAN IS EQUAL TO ME 115 8'-2' r-3" B'-4' B'-i t' - 115 V--2- 7'-3- SEPARATION TO GLASS SCHEDULE uaNDruM aE7n1'EN ti+-.'tz+'•1+=nrtD 120 8'-0*� 8'-I1' B'-2• 8'-9' -120 8'-0' 6'-11' (4)GO To ANCHOR SCHEDULE WITH FINAL W.10MUM 125 7,-10' 0•-8' 0'-0' 8'-5' 125 V-10' 6•-8• ALLOWABLE SPAN AND NEGATTOS A.S.O.DESIGN 130 7'-8' 6'-5' 7'-IO' 8'-1' 130 r-e• G'-� WIND ZONE MINIMUM RATING To DLTERMIKE NMxo,uM ANCHOR, 135 7*-7-7• V-2' 7-9:-_..7-97_. 135 7'-7- s•-z• SEPARAnON too r-s' s'-1r 7•-7• r-6• 140 r s s-1r ASTM E-1996 _ 145 7'-3' S'-9' T-5• T-3' 145 -3- S•-9• TO GLASS 150 r-2' S-7• 7'-4• 7'-0• 150 7'-2' 155 V-0' 5'-5' V-2' C-9• ISS 7*-0• 1 THRU 3 1" 160 6'-/1' V-2' 7'-1* V-7' 160 6'-11' 5'-2' 165 W-101 5'-7" r-6' W-4' 165 C-10" 5'-1• 170 6-9' 4'-1Y V-11' W-2' 170 6•-9' 175 V-7• 4'-9' 0'-9• 6'-0' 175 G'7' 4'-9' 180 6'-6' 4'-B' V-81 5'-10• 180 6'-6• 4- 1) H V BLADE 185 6'-5' 4'-5" 6'-7' S'-8" 185 6'-5' V-O" 190 6'-4' 4'-5' B'-6• I 5-6" 190 4'-5• 195 -6'-3'- -4'-3' 6'-5' S'-5' 195 6'-3' _4'-3• 200 G'-2' 4•-2' 6'-4' 5'-3 200 6'-2" t'-2' 205 6'-Y 4'-t' 6'-1' V-1' -205 s'-1' +'-1• FLORIN BllILO�NG CDDE(�on High Vel city Hurricane Zone `` 1A1R 1111111/l��A 2015 EASTERN MEIAL SUPPLY.MC. p.T►["TAN, BEWHA 1`IVTM rTiLE C O �N�. A■S■S■A■ Accordion Shutter System RV.ME#t W/DR W/o H.tc WNDDW RAX N� TILLIT TESRNG & ENGINEERING COMPANY American Shutter Systems pQSXD t]K UTE ORAWH er:teal,, O. *� Association. Inc. I OLD n-lee 4/13/16 DAM 4/13/15 5157 N.W.MR A.74.J.!L Wl.V A Cumm N44111 WI Ph—:(.w51s7I-1570.I-;(365},671-1531 4268 Westroads Drive 2 DRAWING No -.k 9 West Pain Beach, FL 33407 a �F•;F(QRt�Q:\a.�` WAVER A.RLUI b.P.E. , 15-0ANGN FLami U.!44167 7 SHEET [/DATE 11 OF 20 6 111 -9 z Q 'H©C81200@QC C oloollia ng anaMagoon oamaonaoaaa®DDaAa WIMEM9DAODH©0Q80 111010 END mooaQaaQaQAQaaa�tapaa0 12000000©OQB80EI0 1©E1BISO ppaaaaall AOncall DOoaaaaa�i0an - 'MIMIM0000009082 0 080a0IM800©E3ME 0®Da®0 O�aAOa GMIM 00o0011MEM cc�aceao 80©coc0��eiMoll dx 12 0:0210:1211190:0acc 0@1@110Qa�EME0e0a oaa©ao�aac o0c�000MMMCccaOcoQnoMZ:..OccMcc0Mmocc�cc10©002 Qo o ccc0CM00000000aac0000ccc00c0cc000000Mm0000cc0cc03=111: acOoacADaoanaMa®Q��nQaaQQaD�a�aaD�aQQanaQQ®aa®Qano Oco00cAcaaAaaa®Aa aaQ�AQ QQaQaaaaaaQAmaoaoaaAQQ cac0lc dQommicanci noagoQaQIQQAQQAQnQanQQQa�AQQa�oQD 00000C00QCQ080pppp--0©OQmQEIADQQnA AQQQall AQnnaa�anna Ab�pp ©ICHINNOMimi OFIOC@0018©0Il9ABOQaaAaAQaQQaaaQa A aaaood R '. �88988flH0B�680�9009600H909,8�11009C1©8®aaQDQ�Q��Anaa ;,. '� FOH9HHBHB@@HH@flHfl@HHBH9H8H9 �80B98Qflm@@p@ 8: long D8®8698890®9H®B®�BH0H99H8�99��9H�C9p9ABflA 9091 W oaO�DDaaa®DDD®naamDMangan ana®MAI DDannan gain QMac on annaIndiana ADaaaaanaaaaAanaAAAaaaanaaADDABoom .: . 0©Mal�®©ac�QQa®aaaaaago�ooaaQa�ao°n oAoo�ooAD 0�cca�a0®AaQaco a cOc OOacccce0c0e021n11DQ nan am I QaaQAQAnAa�� , 988899989988H9H80a9818IlB 890A11AAO�AaaQaaQ aaQAAAQQAQa . ' o a�HBH@HBHg®H@HHHHH8fl8H8flH® HHHO OH99AHa98Hfl OQAAnAall t-39996H66A66�9999966969999�99999�affimm19RN—RN -Mum 13 1110-00006tCC. M no®aAQ®Ao®IAanaa anapaaQ A®Q r ecmooa cocamOIOcme:�aaAaaayADa®aa°aQ®A�111 11oo°AA1nAQaD ,ec0cc00111 OCOca0clICI on Aaa�aAAAaaall oaaaoaaAiAao �e00ccaana0 ECONOMIC 00ccocooaaQme ADQAaaaQalogo � 000c00c0000cc0�Cccaccc 00:011 Boaannaoa�Aaaaaaa 8888898@H9H898.8999H9899998H889A888H9896AAAQAaAAQAQ��AAA HHH@@®HHHHfl@H@9BHfl@@HHBHH@H�H�@HHH@HH@@MM1 EM UP AA W X99999969©©699869999988999998p9p9p8 69®9998®988 888899 89 i . 8 :1111 ao9�Han0©anamaaooaaaaCAannowED aaaogAaNinoa�AD ®0n0 o0fl0000®00ofla- = logo an a AAaonaaaanaaAAaI dOn��Oco0o00t�0000000000��1©�a0®aaanaaaaaDDaaaAAaaaaaa �0cc0c00ocMal 0a�ao11000�o00a000caaanaAaanaAAAanAnnallool 089989998999@99B898899999gggg99999999099909DAAn aAAaaAAAa o �E3H®989HHHHH®®@HHflHHH®®9flM MMMMMMM MMM HH®99@HM all DAaan �88968988999888989800999889986998869888988898968969998888 SOC©ingliaOaaA®ImaaAaaDDaaAnaaaQanDAaOaaaaaaaaaaaa®a 8000000©0 ©A1®AaQAAAAQ��AaaaaAAnaalong AAAQpoll AAaDanaa 800/0/00 me:an lop noun AAn ounAa�Ron AaQAaacouni a .o00MOn0.;OcccO cI�am MOM AcoSao A=MaoO�aA®DAAaaaaaaa e0000o0c0000o00aocc0000o0�oc0®saannual as ADA®AAAA DiQ99999988H8999EM993998ma—'19�11AH9�11can Q�oo®AQaa ` ©8888M888®8889988988@609�999969�8�9HM989®989®96�6B89Ball + SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AID. DEM Mo%&M,RA1NG AND A OOMPOICR(G UD(MW TYPE FOR CMUM OR CDNCRETE BOCK�STAUATIDNS (SEP M ANas E R&N ON 5NYC75 6 8.7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: I==OpIAVO0NC1=MM POSTED oO10Sff w TO OTSING P(YJFSD CONCRETE(M0.fc-3 k.1 (g)WALL SILL MOUNTING ©COLING MOUNTING @FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MWUFACIURET BY LT.W.OUODEOL(1411,Cc®3 1.7 Sw Alm SPACING 1FYtpdf -1/4'0 3t 3/a'All POM SouB-SEr ANCHORS,AS DMIRI IRED BY ALL PONDS SCREW,BOLT S SPECAIM COMPANY.(Mnm.re=3 3¢i) (to aI 0 Timm HES9PL FXM -K 1T=R inA OE9Jiwmwm It29AR am -i/4'0 SUE TAP CONCRETE ANCRONS W/CAP AS LtMFAGTUtED B!nMDA FASTROM DREC 7.RRC.(M•3n re.2 kai) 30140160175190112011601205 39 a 75 90 120 160 293 30140 1 ED 175 1901120TAPOON -i/4"0 TWPFR+ANCHORS AS MO U ACTUR£D BY POYhi6 FASTENERS.W-ANDmstFWM Of ALL POM SCREW.EOL)a SPECNLTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR ANNOR®VENDOR RECISTERED WIN THE ARERICAN WAInER SYSTEMS ASSOCIATION,WC t♦ 12 0 9 a s 6 1,312 tD 9 e a 0 14 12 to 9 6 e 6 a THREADFORM TECHNCLWY (M9.fc.3 ke.� 3'-0' 14 1 to 9 a B e 8 14 12 to 9 6 8 6 a 14 12 10 9 a 'a a 1,(L p(AMg SOLID-SET OR LIM 14 1z to 9 e a a a u u 10 9 a e s a 14 a to 9 e e a s ��TAP W/CAP NOnS; 14 12 to 0 6 9 6 7 14 12 10 9 6 0 6 0 14 12 10 9 6 e a 6 At)UNUM EMBEDMENT INTO POURED CONCRETE OF TAPCM OR TMODN WITH ADVANCED THREADFORM TECHNOLOGY ANC OM AND TAPPER+ 14 12 10 19 a 7 55 35 14 12 10 9 a a a 6 14 12 10 9 B 8 5 5 9 ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4•�" t{ 12 10 0 a 0 6 6 N 12 10 B e e 0 0 14 12 10 9 a 8 9 53 14 /2 10 9 6 a 6 4 " 12 10 9 a 9 8 45 14 12 10 9 6 8 4 35 A2)WRi M EMBEDMENT OF 1/4'0 It 3/4'ALL POINTS SOLID-SET ANCHORS SHAL'BE 7/e"INTO THE POURED OONCRETL NO EMBEDMENT LL II TO 9 8 0 6 45 74 12 f0 0 6 0 a 35 14 12 1D 9 8 0 6 45 INTO SM'SO SM A L BE FERNmED.1/4'0-271 S.S MAOINE SCREW USED SHALL BE 1 1/2'LONG MOaMUM SHOULD STUCCO DOST.AND 1• 12 t0 9 75 Sa 35 - U 12 10 9 a 8 8 S- N 12. 10 9 6 7 53 s � lZi 'Ip16 tlg WR 1•MOM"FOR WALLS WITH NO STUCCO.5-0 i• 12 10 9 8 6 0 6 14 12 10 9 0 8 6 55 1• 12 10 a 0 e 6!43 N 12 10 9 8 7 4 - 14 12 10 9 8 a3 a 35 14 12 10 8 65 5 3.51 3 A3)N CASE THAT PRECAST SrCHE..PRECAST CONCRETE PANELS.PAVERS OR ANY V9M BE F'OMND o7 THE DGSTING VK1 OR n00R. 74 12 10 9 617.514.51- f4 Ti'IO 9 a B 6 4S 14 f2 10 T 8 6 -43W7-5 ANCHORS SHALL DE LONG DOM TD REACH 111E IMI(STR1F WRt'c BOV.D SAID WALL nlaiNE5.ANCIFORM�$NTLI.6E AS NUICATED ON 14 12 95 75 65 45 - - 14 12 10 9 8 75 53 4 14.12 10 1 9 e 8 43 3.3 NOTEi At h A2)ABMT FOR MT-IJAM04S CN'LINYL SBING OR EFS NTIH OR 1VB}UVf PETAL SNOS CONSULT THIS EHGtREER.FOR t4 12 10 0 a 05 14 12 10 9 8 e e S I{ t2 10 9 0 6.3'S S.S IHSTALUTiCN I+ITD EtFS WIN METAL SNOS SEE$IRT 24. 14 fx'i0'9 73 55 3 - 14.,i= 10 63 7 tis 43 14 i2 a Ss 55 4 3 D 'f0 EASDNG CONCRETE EtOCK.(ASTM C-00 14 t2 1 9 0 e a - - 14 12 to 9 a 6.3 5 14 12 10 2 e 0 4 - t)1/4.0 TAPWH OR TAM.ON MN ADVANCED TH)RCA mRw TE"oLOGY ANCHORS,AS UARUFACNRED IrY I.T,W.wumL 14 12 8 0.5 65 3 - - 14 12 10. 9 616.314.5 3.5 14 12 10 a . S 35- 3 7'-0- 14 t2 IO 9 D 0 - - 14 72 f0 a a 7 1 4 14 72 f0 0-75 53 a -3 -1/4Y 7e..3/4"ALL POINTS SOL1D-SET ANCHORS.AS�UIkV DY ALL POOtTS SCfifd,BOLT&SAEC,I'.N COWPANL, 14 It 10 6 83 4 - - 14 12.a 75 6 43 J4 - 14 OS 7 35 45 35 - -1/4'0 OWE TAP CONCRETE ANCHORS W/CAP AS MA/RNFACMHED BY FLORIDA FASTEI•'FRS DRECr,INC. 14 12 70 85 7 4 - - 14 12 t0 9 73 35 4 - 14 t2 9 ] 7S 4A - - -,/4 1 TAPPER+ANCHORS AS MANUFACMiED BY POWERS FASTENERS,ENC..AND INSTRRUTED BY ALL FONTS SCREW,BOLT&SPECALTY 14 11 7 55 45 - - 14 u 9 7- TS 4 - 14 12 9 7 6 45 3 �_ COIVPANY OFL 0.W OTHER APPROVED LICENSED OR AURI4RDFD VFNJOR RELY51FRfD MRN THE AYFAN'N7$AfTiER SYSTEMS ASSUCARO+,117,^„ 14 12 10. B 8 63 it.M. 9 D a 4 - 14 12. 10 8 a5 6 35 NOTES: 14 72 63 7 its 3 - - 14 12,.e'.i:.s S6 4 3 - 25 M 6 5 a 3 14 12 93 73 6 - - - t4 /2 93 8 bs S - - t4 12 a G 83 ♦ - - B.7)UND"E77HEOUENT DUO CONMTE BLOCtS OF TAPCON.BLUE TAP W/CAP A.SI MS AND'lAPPEt+ANCHORS S 1 1/4'AND TAPXIN _ _ WRN ADVA`10ED THRF40FM TECHNOLOGY ANCHORS S 1'. 13 95 03 a 15 - - 14 12 10 8 65 6 - 14 12 a 65 5 4 14 12 10 9 a - - - T4 12 7 9 73 43 - - /4 12 s3 7 es 4 - - p.2)MXMUM E BEDMENr OF 1/4'0 x 3/4'ALL POINTS SOLID-SET AR HORS SHALL BE ENTIRELY EMBFDQ'D INTO THE CONCRETE BLOM ND 14 t3 7S 0 l - - - Y4 11 7 33 3 3.5- - 11 H 53 43 ZS - - - EMBEDMENT WTO SNCCO SHALL BE POUTTED.1/4'0-20 S.S.MACHINE SCREN USED SHALL BE 1 1/2'LONG MIAIMUM ST40"StUCW 14 ]2 B 8s 43 - - - fi 12 8S ) S5 4 - - 14 ids 7 53 a 45 - - FROST.AND 1•MINIMUM FOR WALLS WITH NO 3nx=. 113 441 5.5 1 - 14 12 9 7 1 0 45 - - 14 11 7 9]I 43 33 Io'-0'14 12 10 9 7.5 - -_ - la 12 10 a'63 3 - 14 12 6 5 5 4 - - 8.1)IN CASE THAT PRM-Sr STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND W 714E D(ST1NG WALL OR R1DOR. 74 1 7 3 33 - - f3 a3 93 3 4 3 - - 10 75 S 4 3 - - AVCbtS STLW. LDa$3 ENOUGH 70 HFACI 112 1(AN SWO,CTU<'E OE}I'!ND SAN WAlL FTN1$1£S.AVCII6RAGE SWLL 8E AS IHa1CAtED ON 14 31 7S 35 - - 14 f 13i 8 6 5 4 - 25 931 6 3 4 4 NC'TES B.7)3 B-2)AEM FOR NSTALLATIO S CN VINYL S1DOC OR EFS WITH OR WTDipUT METAL SILOS CO LLT rW5 ENTSIIEM OS 0 5 - 14 72 8 a5 53 4 - IS IO 8311-63 3 FOR TNSTAl1ATN7N LVID EGS WITH METAL SHIRTS SEE SPEEr 20. 11•-O' t• f2 t0 - - - - - 14 t2 9 7 a 45 - - f4 IflS 7 33 - - C ANCHORS SMALL.BE INSTALLED FOLOWING IOL OF TNS RECOMMENMRCNS WTO SPECICICJU 145 IIF TAE NNCHORS MANIYeA^NIREA ?5 93 5 - /2 9 6 45 1 ] 9 7 43 ()14 to 7 - - - - - 14 105 7 3.3 13 15 - -r-7 45 - - 1• 13 73 a S - 12 9 a 43 4 _ (D) SLE SC1EDUlE BELOW FOR EDGE DISTANCE(EOJ YE7W)5 SPACING IO3ATL?N99P ADH ANCHORS. 12,_0" 14 12 10 -Z'= - - - 14 12 0 65 5.5 - - - 13 to 65 4 - - - _EDGE DISTANCE VERS134 SPACING SCHEDULE FOR ANCHORS: 13 83•S - - - - - If a 35 4 33 - - - 6 D • 3 - - - - 4W3WUM AV'SiO9 SPACR=ARE VAlio FCR EDGE VCAANCES I107AIM ewQW.FOR E 0.LESS IHNN THE NW;ATED.REDUCE ANO0R SPA= 13 95 a3 S 4 - - OS 8 6 4 - - BY MULDPLYNC SPACNC%+OWN ON SCREMU BY THE FOLLVAM FACIOFM 0 63 - - _ - ti 155 7 3.5 43 35 - REDUCED SPACNC OBTMIED I1SR1C FA^7O9 SMALL NOT BE LEM TKAN MOaUUM SPACING NOIDITED rCR EACH ANCHOR TYPE. ,3'-D'14 - - H 1f3 73 a 3 - - - 12 1 9 a •3 1 ^ - - FACTOR O.If a - - - - - 10 73 5 4 3 - - - 7.5 15Z. 4 3 - - - ACTUAL TAPCON WrTA ADVANCED 75 e5 - - - - - - 12 9 6 4 4 - - - 93 7 S 4 - - - - EDGE TAPCON 'TEWFJIDiDRAI TECf'BNOLOGY ALR.POINT SOLID SET Ml TAP W/CAP TAPPER 4- e c - u 9s 3u 5 - as 73 5 , DICTANCE MN.SPACPtG 14 12 - _ _ _ _ - 14 30.5 7 55 - - _ - It es.53 4.5 - - - - ED. MIDI.$'ACING•.r MRL SPACOTG-r WN.SPACING.3 1/2' Km SPAOm m r 3 3/4- 4- 10 75 3 u` 3 - - - - y HV BEAD W CONCRETE A Topp COMM TE ElODC a OLQMA Pam O7a>67'(O[RTE gID( 1.5 a - - - - - - 11 0 55 45 - - - - 9 85 45 - - - - wk EO•r ISN M,3 117 W E0..2'Ir MN. ;1 ML Ed•S" v1 c.c'1 1J!• EIl•2 1/C 73 - - - - -I- - 12 D 6 _ _ 3' 1.0 D.DO 1.0 o.7e too 0.61 T.0 - _ - 33 to 63 - - - - - a s - - - - - BLADE WORKING _ __.._. a - - - - - - 63 as 4 - - - - - as 6 3 _ _ _ IN UNISON♦ 2 1/2' - oBt t.o = - 0.67 1.0 05 a s - es a 4 _ _ - 2• a71 0.61 15 0.5 55 - - - 9 65 43 - - - - /3/4• _ ...-- OD1 - - - 0.43 2.593 6 - - - - - /0 75 3 _ _ - _ - 1 1/2" 033 035 8 a a f 0 AS 3 - - u - - - - - 95 7 .5 - - - - - a a 4 - - - - RORIDA BUILD%CODE(Non High Velocity Hurricone Zone �A���p„TICC//'✓Ai,,� ©2015 E%STDW METAL SUPPLY.INC. pENSf' BERTHA 1�YTM IL ECO --- �� ��SAT. Accordion Shutter System I{v.BLADE#T w/OR w/o xv.varnw aaoE AmEHcan Shutter Systems �,,, •. SITE O� TIWT TESTING B ENGINEERING COMPANY�= AssoclaHon, Inc. 1 OLD tt-752 4/13 Is DAIr 4/13 1s A �+� am N.V.Tac+s.m,303.NR�i'A cw0ees nnr434 331 -1 ��- PN-:(3Ds)671-1539.r":(305)871-1531 4268 Wes(roods Drive 1 ?RAWING No O,( •., ��`\`c r naW 019 san West Palm Beach, FL 33407 a ' /�iAFSS/ONA1•��AAWALNUI A TUB P,E. 1 S-OSS 1 IH n.DRcu Li."0"167 s SHEET P.E. S'PAt 1L,�VAT(JRE/DATE a 13 OF 20 C G� N in ZO 4 p _ t11 a V ' O x' CA t_y.��..t '— czn N •}i N x Ice o� c $ Sol- z O 62 K20 �€c � a v Yi UE L� pd Q��� < ti VI G��I 4�Ss �C tl�{W= 4 p L M O ymjm 1- V t01 ` S E O4�N = 3 C_ u g�� x Onnn than nH„Innl lHnlial llHIl l�llfirlll�141 111nllln( 11111 is " au � 9e2 2 2a.l....HQW:lalnllanll a 111 4 ll 0 zl��maS qn HHHinn°HanHYnan.amn�H,rnNEr�.I n�ll I�Hin 1 1 Hn I I H l l ,a l I I H i 1 1`•�1 1 � 5� ��5 p nna HiH nn agnaa aHaaan`,�ana.n(n!H an°�n Wn•.nnn.Ia 11liat , IH11 W 1: Hno„nn„n ennaa HHanan Hnnn nlniHn�Hm`�.aiH n'�H`�in,'�n.�na,.nn rin,"), 1 J O u =NZ � ¢H HHnnnHHHHHHHaHHHHanHHnHnnlmm��n°a2i-k...HnIAP in', i — �n�5 # gqn HaaH nnnHHHnnpnnninH HHnmIHPHn Hnnn Hann HnH na+tHnHn nn HHH nn nH Op Y O nOb Ninm anon.......... HiHa ann'Ha HnnN HHn HaanHHnnn aHH AaNn HHngH �_„� p C� n�n.n Hnn�.I n l I i tl l i t+1 1 1 n.•1 11 1 1 1 1'1�1 i1 1 1 I M I I t l l 1 1 1 1 1 1 I�1 / ~i31j Kg n) � � �I w n t 1 n 1 1 I 1 I• 11 ,.. _ �nnnn ninesal.nn;n am rnnnnn,�Inhllnll oil lltlll lei l ,•li11�11Ini11 '\ ••• `� ', � O HHnn nrhEn HHnn nninn an�n�n�b•nah�n�nnn.�1 n'a I Inn 1 ,n Ijl 1 n, i I b 1 1 ���• ^ � al KjnPk 11 6 'd w ^nin nn nnnn�nnnarn�2w tla�n'a m.nH an',�n,�nrk `air Inn 11n{1 t ¢: W G•J $n Hies n�nnnn n`�n nn'�n Hnn mn;n`a!I'na'�.n aia'�w�n ani.' cL• ! ^nnnlnnno-rnnlnnnn HHHnn nwnnnwnrnnhnnawrmm�ninawrranian %co tl a m $j ww�nnrnnir rnrrnnnn nnnnnrnn r w nnrn nrn Hnn nn HHnn rn n�n HHnn nn�nn 'O��!• `� VI vtads H:a�r„Ilnalllnl , ti11111111i11 , 11,t 11tiii 11111111 , 11 t11 /, T y'j QQ q Y��t p p p neunl(a(( d �Camw qtlq{{^vH°aa:•+nn�rl 1�112V ,m°;na an: yOla.11 aa1 I na l{I n I I I n 11 a»»»a»»»±a,��»m»aI^Fnm�aaam�mmaaq� MAY otl-nmmmmvmmtlonntl Ij•1 1 1 lil 1 1 , 1 1 1 1 1 11 1 1 1 1 it t 1 1 1 1 1 . 1 1 1 1 ' 1 1 imp-m ...Omna mmmtlmmmibual III IIIIilp,1111111 I�fflllll 11 lllll _ hhii �mq qp.........qq qq q°miom mq°pm °°gmig111111111111 ' 1 , IIt11 d $mon mmmmgm mmmmmq Oq oOm q4.............. mmmmmll llll111 � .................... , II B PPOP mPPo mI......00....... _ .......P ..... 00llitl111 {ppAS $0000°Om00�^000°0000 DO 20 °0 _ 00000000 o1m�00'^^^°O GOOD Xt Y Y1 i°