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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 INV e 'S_ t"i ,I 11^�` r't(}AUA De}a(tment) OCIS Home .Log In ,-user Registration Plot Topics Submit Surcharge Stats&Facts `s Publications FBC Staff 7 DCIS Site clop ? Links i search 3usinest�!) =-�1 ProductApprovai Professi al OSBR:Pu6lk User Regulation P,�xinrt ncri+rnv;N Stunu>woduct or An1111001-Sinn It>AnnnrnUrni List>Application Oetall FL C FL38�9-RO 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 breeley@easternnictal.com Authorized Signature Bili Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J: Evaluation Report-Hardcopy.Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J' Validation Checklist-Hardcopy Received Certificate of Independence FL389 p9 CCI Hv ACCOI1D10-11 cr NOWNHa ncu Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.flaridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2v.fvx5... 7/16/201 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2025 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Description 389.1 Bertha'HV Accordion Shutter-Blade 3- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVH2 -Dnv 25 08B bottom !or storm protection 1 Limits of Use installation Instructions Approved for use in HVHZ:No FI.364 R8 11 A,S.5.A.rriC, ORWGA 1-0C6,ptfr 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 12'-7'for 35 psf positive F1 3t19 I4R Ac A.S.S A.INC. P.E,It tlpt�c,I5-asc,.,df ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2'for 110 psf ASD load for HV3 blade tv/o window blade and 8'•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' !or+64,-64 psf.See sheet 5 for others arks and ASD pressures. 89.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Drwg iS-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Fj. 69 Rd It A.S,SS,A, C. DR.WG-:5.085.od1 j 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:Large missile level'D'.Max.Span is 16'•0"for 30 p.s.r negative FI 369 RS AE A.5.S.A INC C. i'',L.R. ORyn>.'5�0f 5 HV_(,,if ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes j HV1 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 81•0' I for 110 p:s.f.for HVL and HVIA working in unison.See sheets 70 11 and 20 respectively of Installation drawings for other spans and pressures. j 389.3 Berlha HV Accordion Shutter-COMBO- Extruded bluniinum Interlocking blades retained by tracks(top and ' INOTHVNZ)•Dnv 15.084 bottom)for storm protection j Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 116 It A.S.S.A,INC DRWG 19.084.rx1f 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 Others Large missile.Max.26'-0'span at 30 p,s.f ASO toad for Blade 1 FLJ69 R8 Ar" A.S.S.A.INC. P,F,R. DRWG,15.084 1111f and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively �—`— — ------ ---------- --� it Contact Us::1940 With Monroe Street,Tallahassee,Fl,32399 Phone:BSO.487.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 Stale of Fforida.::Privacy Staletin ::Accessibility Statement::Refund Statement Under Florida law,email addresses are public tecords.If you do not want your e-mail address released In response to a public-records request,d0 not send electronic =it to this entity.Instead,contact kite office by phone Or by traditlunal'mad.If you have any 4uc500ns,Please mntact 050,497,139S,•Pursuant to Section 455.275 (I),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Deportment wish an email address If they have one,The emalB provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S„please etkk here. Product Approval Accepts: PR ilial M Securit V..N1:a ituc:a Kim 1 llttp:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES- 1. BERTHA Su HOWE�TIM AACCORDWIN S�SHOWN TEEM SSHHDo A LL NO BE PRODUCT EVALUATION nATT HCH VELOCITY HDDR)RIC�ANE ZONES. VERIFIED SEEN FOR C01PUMKE Dl ACCORDANCE WITH THE 2014(5th mRlOx)of THE FL0460A DESCH WIND UbADS SHW BE MRRIGED AS PER SECTION 1620 OF THE ABOVE MENRONED CODE FOR A SAM WIND SPEED REDUIHED ITT THE amso:CtWN WRM swim 111E TABLE OF CONTENTS BE NSDUM WITH A DIRECNaWJTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM W=)DESIGN PRESSURE RATIO S OMWAIM ON SHEETS 11 TIM 15.19&2M N ORDER 70 VERIFY THE ABOVE CONDITION.ULT6NIE DESCH WIND LOWS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASO.DESIGN WIND LOADS AREA,I- HY BLADES 6)ESC Q BY MIILTPLLYING THEU•SY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE PATINOS INDICATED ON SHEETS 11 THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VeWY THAT COMPONENTS AND ANCHORS ON THIS PEED..AS TESTED.WERE NOT DAMN STRESSED.A 33 X INCREASE N ALLOWABLE STRESS FOR MND LOADS WAS A=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER.A WHO OURATMN FACTOR C0-1.60 HAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDIMi SIMMER SYSTEMS ADEQUACY FOR WIND AND LARGE WMAE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 Of THEABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SINTER ASSDMY 38-44 SHEET 4 ` TYPCAL WINDOW MADE&WINDOW DETAIL -H'V BLADE @ /0214.91-03.70715.01-03.11004.01-05,/1214.01-05.I103t7.02-65,/0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PiDTDCOGS AND ASTM E-1886 AREA - HV B (1ANn W WiNDOW BLADF(� AND E-1996 STANDARDS(MIS59.E LEVEL D.WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201.203&2D3 PROTOCOLS LARGE LC550E. OMEREPPCA I'ARS -HV WXDOW BLADE 9/0503.01-98 AS PER ASTM E-1886 AND E-1896(MISSILE LEVET.Q,WIND TONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER LLS 207,PROTDCQL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLAPM VErMS A-F.-CONCRETE/BLOC( SHEET 6 2.W MADE 0 AND HN WINDOW BLADE® ARE ENGINEERED TO WDWC IN ANION WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONWOONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-U.CDNCRETE/BLOCft SHEET 7 3.BERTHA H.V.ACCORDION NIS(HV SCREWS),USED AT SLAM KNUME AAD FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114nZ75'AND/14x1.75'RESPECTIVELY 410-Hr u"MUM SERES GEETERMATE DETAILS W SHEET 8 SrAIMESS STEEL SCREW'WITH 135.0 id YIELD STRENGTH AND 180 W TENSILE-STRENC IL PNS SHALL RC COATED WITH BERTHA W OACROSNIELD COA71NO SYSTEM AS MANUFACTURED BY APPROVED CENTE;WT'c ALTERNATING Dc'TAMS FN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERCAN SHUTTER SYSTEMS ASSOCLATRON.NNS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS.SI ML BE ALUMINUM ASSOCIATION MLOY AND TEMPER IS INDICATED ON SHEETS.2 AND 3.MINIMUM TIELD STRENGTH FOR 6063-745 ALLOY IS-1"Kmi AND 35.7 kt FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-15 ALLOY. MA70MUM SPAN TABLES slim 11 ANCHOR SCHEDULE-CONCRETE&BLOC( SHEET 12 S.AL SMEEWS TO BE STAINLESS SMM 304 OR 316 AIS!SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER MN 50018 WITH 50 W MOL YIELD STRENGTH AND gO Mai MIL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE A5IM A-307 CALVAN4EO SIE3.,OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 IN MIn"YIELD SI tENG H. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING FLEETS FOR ANCHOR SPECFTCAIMA:HV BLADE O' 12.13.14,15 AND 20 INSTALLATION DETAILS U-R.WOOD SHEET 16 W BLADE O&G WORONG IN LMON;12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 S.THIS BERTHA H.V.ACCORMON SHUTTER SYSTEM DEARS A U.S.PATENT/f,'779,582.COMPONENTS OF 7105 APPROVAL ARE CCIVERED,IN.WHOLE OR tN.PARI BY U.S.PATENT 15'458,179 ISSUED TO CkS1ERR END CONNECTION DETALS 7-12&X;WOOD SHEET 16 METAL SUPPLY.INC. 9.R SHALL BE THE RESPON9871TY OF THE CONTRACTOR!TO VERIFY THE SOUNDNESS OF 7hM STRUCTURE WHERE SINTER 6 TD BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE FA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,1H RU FASPENCVG IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WLND/PM.INTRUSION. TMM SHUTTER ELEVATION SHEET 19 IM E14M UNIT MUST BEAR PEFVA%N T LA03.IN A VISITE PLACE.WITH WARNING NOTE:DURING PERgV OF HURRICANE WARNINGS ROME CWTIM TFNAIT,OR OTHER'S,.MUST PROPERLY CLOSE ALL W AND NO CENITWA ES AND ENGD&E OR LOOS ALL HV AND No LOCKS. AREA 4: FTV WINDOW BLAm in ONLY 11.SHUTTER WVNUFACTURER'S LABEL SHALL Be LOCATED'OR A READILY VETBLE LOCAT.ON AT ACCORDION SHUTTER IN ACCORDANCE MIN SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LA93.SMALL BE INSTALLATION DETAILS.MEM:.STAID WALLS SHEET 20 PLACED FCR EVERY OPENING.IASE104 TO COMPLY AIM SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.AGCOROWN SHUTTER SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PUTS ANY BUIDwG AND ZONING REGVUORONS PROVIDED BY THE JUR;SOICIION WHERE . PERMIT IS APPLIED T0. 13.(0)THIS P.E.D.PREPARED BY TNM MCI NEER IS CFNEOC AND DOES NOT PROVIDE WTOANTION FOR A SITE F EC.M PROJECT;;.c WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AVD INSTALLATION NCLUEM LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.PROVIDED HE/SHE DOES Nor DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITONS DETAILED ON THIS DOCUMENT,CONWITUCTON SAFETY AT SITE B THE COTWGTORS RESPONSBKTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)1}OS P.ED.Y1WL UE 00.N90Q#ID INVALID O ALTERED BY ANY MEMS, (d)SHE SPECIFIC PROOM SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARCHYECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND MRO WILL BE RESPORMBLE FOR THE PROPER USE OF THE PEA ENCONEEt OF RECORD,ACTING.AS A DELEGATED ENGINEER TD THE P.ED.ENCKEFR SWILL,SUBLET TO 7109 LATTER THE SITE SPECIFIC ORA'MM FOR REVIEW. (e)mwm P.ED.94ALL BEAR THE DQE AND Q(.%&SEAL AND 51GNATum OF THE PROFESSIONAL ENGWEER OF RECORD THAT PREPARED R. u1 FLORIDA NUING LVE(Hon High Velocity Hurricane Zone `A�IAL7 A.at/rAAAiiA 0 2015 EASTERN NEUL SUPPLY.INC. P'Vic �' BERTHA HV. `3�: )%y 0. ��cfi�' •,� „„ A S S �► Accordion Shutter System 3- I L E Cr 0 1 N c. ■ ■ ■ ■ KY.BIDET W/OR W/0 EIV.1NhDUv EIADE American Shutter Systemsay.ft = TH11T TESTING&ENGINEERING COMPANY ASSOCTatiOn. Inc. 1 ommT'ItON CATE MITRAN BY: NL TE OF 1��+P•• F 6115 R.W,Nft a-St.306,V=4A GAIMM.Pala 331 OLD 11-192 N/13/IS TUE: 4/13/15 rw.:(305)871-1530.TV:(305)671-1531 4268 Westrocds.Drive z '••. F c m{ uLreooMmm DRAWING No 4A J. C \�w�` ED oec67/8 West Palm Beach, FL 330.07 5 AAAA�NAL 1 A,,'% W&TR A R1T J!.RE 4 15=085 PIE. SEAIN L URE/DATE L`l.4167 6 SHEEP 6 i OF 20 fir•/ 3*o rOR www wm VARIES 1.91' 1,491' M... i,20Q' 4A5Y 4.999' 1 � } � � E`^"r 5 HV 90•/180' STARTER COVERED UNDER US PATENT 5458179 O UNNERSA FLOATER '�' OUALIFlED FOR USE W/ HV BLADE 7O ¢ NV BLADE 1 HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUAUREO FOR U(f1JE W/ HV 6063-76 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-76 ALLOYA TEMPER •�- 6063-16 ALLOY AND TEMPER :Y2@" `}po" '174 • J;L 3.53G' a 670• 7.726' _ � 72 � 842 _J', • 7�. �"�"�--►.�� AIS' 2.092' (1072- HV ADJ. ADAPTER WIUPJ -9Ts, i BLADED 00 WALK—OVER TRACK FLOOROUALIFIED FOR USE W/NV Q9 HV TRENCH TRACK - I- 6053-T6 ALLOY AND TEMPER BLADE Y— QUALIFIED FOA USE Wf}N HV 6063-76 ALLOY 0 TEMPER BIA EO ONLY. 11 HV RAINGUARD BLADE(1) 0063-T6 ALLOY AND TEMPER QUALIFIED FOR U E Wf HV 6063-16 ALLOY 0 TEMPER - VA@75 1.936' BLADE i' 7.915' VAWES 1.1)36' 6063-T6 ALLOY D TEMPER • 1.917' 'S, 3• �. � .083' • Oys. .043'' '� .100•�• '� 8) 1 •'043• + 0?}_al 670 1.666' a. 670 11 H�EILING HEADER HV HEADER/SILL (13 HD CEILING HEADER/SII ✓ 1 ONLY, QUALIFIED FOR USE W HV BLADE t ONLY 6063-T6 ALLOY AND TCMPE QUAunED FOR USE W/ HV BLADE 1p HD WALL HEADER SEE SECTIONS FOR VALIDI SEF. SECTIONS FOR VAUDOY. QUALIFIED FOR USE W/TN 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER DUsDE tO ONLY. 6063-T6 ALLOY ANU TEMPER 13 COMPONF27T A B TI 72 - Y7DLt 1' 1" 2' i Y ;0.725- 17 2' S'WJI ---- 1/8' J• 3• X0.090• /� 2• 5'M4Y.10.192• 0.192• U SIDE ANGLES 1 CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES @ 2.5' 7'MAx.1 o.f00' 0.19V tUALIFIED FOR USE W/HV BLADEIQ OUALIRED FODQ,,USE W/HV ' BLADE tU 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY: ,G;� 6063-16 ALLOY ANO 7EMPER Cl 2' 5'MA-10.139' 0.131• 6063-T6 ALLOY AND TEMPER I KOWA BUILDING CODE(Mon High Velocity Hurricane Zone TILrrA74/ 0 2015 EASTERN FETAL SUPPLY,INC. -ERTHA VTM IL E C O ENS. A.S■S.A, Accordion Shutter RV.WN System *= Hx EQADE1 w/at w/o Kv WNDOW t TIUJT TESTING&ENGINEERING COMPANY American Shutter Systems CATE DM*W Df: M_ SSATE Of z 6365 KV 3aA St.S^.JDs.V21AMA ursro+s.Fiam.331 Association, Inc. 1 pA 1(-192 +173/Is ME- �a113/is Ph":(30.5)671-1530.I.:(305}877-1531 4268 Westro0ds Drive : DRAWING No O' fCORtO \� •�na0 6'�Qodsw^ West Palm Beach, FL 33407 s Fs %C: 0 ®-0006718 15-085 +A NFl •� WALI R A TALN dr.P.E +S� rLOROA Uc fµ167 s SHEET P.E. SrEKa riffiMU'U.- OATE 6 2 Q 20 .1 4.460' 1 t StAI 1/C�75 rJ.a 5.576' 49' I Jia' :ieAn 11#V m fmOs(c Duxes 9&20w- (2 4._p 3' .745 ._ o SS3A1 aQ=PAI MD &20w G.ST AW $ ^� Hx.Ewan. o' S gI u DPJ t n �. d B A!N= .062' 7a,��+. Y 6 O — 13 316 La=ETtlrJfA -6aAss cni•LtR '4 - .•,.1• a h r.•(a""E (DRnwE P.AnDI 21 HV CENTERMATE �a. ,32 Iia - DI HV EGRESS LOCK QUAUFIED 1 &®ONLY HV FLOATINC2 CENTEg�}g�, ® 1 6063-T6 ALLOY AND TEMPER auAbFlEo FOR USE W/ HJ BLADE(1�&(vj10NLY 3' QUAUFlED FOR USE W/FN QUALIFIED FOR�Uf2S�E W/ HV 6063-T6 ALLOY AND TEMPER BIADEQ&®ONLY. BLADE l)&(T ONLY. ISED FOR USE W/HV BLADE T ONLY .OA 74• 6063-T6 ALLOY AND TEMPCR PLASTIC HFAO UOLDED TO t. SCREW ti 2.07 1.753' 3 i b x160'AFTTR RMETING BEFORE 8VETM A-20 S:STHUMBSCREW 1 4"1-20 RIVNUiR , p C. PIETY WMOV. 09M AS TRTawP PPAWPENT NEW J�07M4 R ECYOWL PW( '� FRONT XLEYMM ^ 0 LOCK CENTERMATE 1 {.566' _ ATWE LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/tFV BLADE 1 ONLY � HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HVoLIALIFIED FOR USE o NR usE w © HV QUALIFIED FOR USE W/ HV BLADE" 7QONLY 6063-T5 ALLOY AND TEMPER / W/}tV BLADE 10 ONLY. 11 QWMlFIED FOR USE W HV BLADE T ONLY BLADE T ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEN n 3.161 -nlDuenxa( .-I Cr1ANM OR .214• .053A62' :.1.04 NET CYUNI" .214' $ , .5t5' p , .1125' � M 0.05 W:n. .tt6 a 1 Yx 2HD CE14TER p QUALIFIED FOR USE W/HV BLADElOdc A QUALIFIED FOR USE W/ HV BLADE(_J & TS 6053-76 ALLOY AND TEMPER GD63-15 ALLOY AND TEMPER 4 HD VNR10.,2'NN. OUAUFLED FOR USE W/ WBLADE 1 & f f/4•ti1a ss at yas',-w ,f30' 6663-16 ALLOY AND TEMPER iFa,lmDs?1 ACLi/1 RBAf(R"iCS.Dfi it/2- (Sw ® "'FCO11:Or7t I (Sw WDAS) {{ Da — OR KIT• CIA" � � CfUNIkR M 1.78'Hua. 1 OCKING ROD " tA" ® III) LOCK 1-.3Ts� QUAIMED FOR USE W/Hv BLAGE(7T HV 3/8"0-16 ACETAL HV 1f4" 0-20 AISI 304 er REGENT HAROwARE MoKwE LOCKS SMES 2333 HOOK DOLT LOCK. 6063-16 ALLOY AND TEMPER FRIES. S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADED&e Q S5 LNSTAL.UQIDN'HILL REQUIRE A 7/16•HOLE U QITAUFEO FOR USE W FN BIADE 1Q DRIIIE0 AT TRACKS FOR PROFER EMBEDMENT QUALIFIED ( q BLADEo / FLORIDA BUILDING COUE(Non High Velocity Hurricane Zone P!`s,...I 111.. J 4; ®'2015 EASTERN ML7AL.SUPPLY,INC. NSF''9 - BERTHA HVTM c /�Tl GCOi Accordion Shutter System I. 111DE#1 W/OR W/0 H.Y.WINWN BADE American ShuRer SystemsN TILUT TESTING&ENGINEERING COMPANY S kr: Association. Inc. t OLO tt-192 (/17/15 M1G '4/13/fs $ ���c�P'r`a`� esus K.K'Tw s' a.'xa,xc n sirLara nwa au 4268 Westroads Drive 2- Ct ....-yLA PN,#a:(3 y67t-1a3D.Fm�:(3osye7l-tas( ORAw7NG No .. -m Cl` ,.Lateaooaw n. West Palm Beach, FL 33407 3 Sf 1s0111N 07-00M1101 W&TM A.TRUT1Jr P.E. 4. 15-085 r(aF:DL u` #'at67 P.E. SEAL/SIGNATURE/DATE 5 SHEET e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/s• HV C1) HV 41 j 12•UK CE To SLAM n ID HV BLADE 1 ® HV BLADE 1AI' rn anvow eunE oats' � �,oats HV LANG RECESSED NYLON BUSHING ti I a GLADES •� .0625 .Mars• Y KNUCKLE HV SHORT RECESSED NYLON BUSHING '' S �i I' + o.a ® HW NYLON HAT WASHER OOR® W o Fur PORTION 1N•T '^� 4� HV WHEEL CARRVLGE'NSI 302-303 SER17 1 .I "' 4 = 4 ! I "� A-2 '750' X J/ U (4 0.870•x3/16'THICK NYLON WHEEL. �l i i 4® Y 2 71a.440E HvWA'O0.188.0 N$1 302 SERIES S.S. RIVETS T 3150 SEP rs.BETWEEN HV 1 3/4-ACCORDION PIN W/ f8 HEAD EXTERIOR � oPtAD t 5 3/eOEM o5xs A62s' 3.7.,00• HV 2 3/4-ACCORDION PIN W/#8 HEAD * .I 411 �t7p'P.� �4! I = M CLEAR 4iJ4 POLYCARBONATE IMPACT RESISTANT HV WINODW TYPICAL HV WINDOW BLADE I�A ANDTAPS POLYCARBONATE HV WINDOW DETAIL — ® i ©OR® i d or ® N.T.S. ((SEE NOTE FOR REOOUREMENTS) i i OOR® I j *PO Y QNAjE_jMPAC7 RESISTANT HV WINDOW I . BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SASIC �c 1720"EtE INNOVATIVE PLASTIC LEXIVR 103 RESIN I i OR I (SEE NOTE •F- ON SHEET 18). (1) NV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® ty W o u}y i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR i I i POLYCARBONATE SOURCES FOR HV®BLADE. TYPICAL SHUTTER ASSEMBLY i EXTERIOR rxu+at aoas (2) IAV PIN MAY 8E USED 1N UEU OF®ANO ONLY AT N s W PIN�oeXT%OR AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HVTQ 00.324• BLADE'S 1wUOU. 0040 BLADE WHEN CORRESPONDING TO INSTALLATION 11 , SHEET 7. 3 (SEE NOSE FOR sv¢ac cF.i�r .sw Dm Dao wv °°"ron; giµ,,,ms REOWREMENT9) 1'taY:9rdt: p' N 7o,=TLD$;WcM AStY DFN 9AOD w�. 9.'.m P+3. ' (3) HV PIN d OR @ LV/ 1/2. O.D. 1/16" THICK S.S. WASHER O O�`�1°.l" A1° i nmau umuw wtTu vmo aunm wi J�3.mC wI. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8� �� I aeacc SHEET ® I xTla®cCa. •sN raya ,a r7-J n FT-fkr. WHEEL CARRIAGE DETAIL s ° ' aa,0s .n z a.e uAt N.s. ASSEMBLY LAYOUT 044E or n0a.c A=am a1 a,tc C-,a-%=A:Y na own Im T D9J Y > Asn cos RNSLE SIRDC N MOI WW .tau 6D, DR4 Poi a P.�. 10 HY BLADE SOLID (& HV WINDOW BLADE DETAILS °°°""�°�" �° °'°'w' °�°°� FLORIN BUILDING CME(Mon High Velocity Hurricane Zone ®2615 C*IER1 MESAL SUPPLY,INC. BI RTHA H TM TL ECO A■S■ ■A■ Accordion Shutter System i M C HV BADE¢1 W/OR W/O H.V.VANM r BADE ¢ lJ American Shutter Systams 0esmmm DAN DOW M w. Tim TESIING &ENGINEERING COMPANY OLD 11-192 t / / STA . AeaociaHon Inc , TF Dr am NR.u-p Rs.3C3.VAGINA amaz ltLs i'.t 33, /13/15 D✓DE 4 13 15 Prr e:(30s)aal-1sw,Fw;(aos�71-IWI 4268 Westroads Drive s Fd;••.aR(DA , ty�`•`� a-mot 0-4.— West Palm Beach, FL 33407 3 DRAWING No s/ONAL ENG�����• to 00007,4 WALTER A TUO Jr.P.E. N 15-085 P.E. 96610NY1�URE/DATE F�0 U--(44161 5 SHEET 6 4 OF 20 �(��'}�y,•1(A���y�p'''} *NOTES ON HV LOCKS AND CENTERMATES: A 0 C 0 FYI C9 / tl N 5 T Y �i�1 /.LVIAIVORY CONDITION 9J.'ONE FN LOCK®er @ SHALL BE USED AT 1/2 OF SHUTTER SAN FOR �iTANY SPAN OR EELEVATION.W 2'ABOVE LO K or 62AWY l� AS All INSPAN SIDE OR VP TO OUf9DE LOCK.�PLFIm To R( ANY CfMEFANT6 W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD 5:5.►lS.LOCATION OF IDdS S}iA1.L BE AS INWCATED ON OQ^ TIP)CAI SHUTTER EI,EIIATH)N. 1 To TWO W OR JAY BE USID AS AN INSIDE OUTSIDE LOCK CONNECTION PERFORMANCE OR FOR OF LOCKS TO QENIERAUTES OR�SHALL BE AS INIMCATED ON NOTE(1)ABOVE LOG ON OF LOCKS SHALL BE AS 870iOATED ON TYPICJ�I.Sf1UfIFR ELEVATION. 3 i�22 55 LSE.D�q,(IWD t1•Y'IDMI:LOCKR7G R0� ARE NOT REWIRED AT URRICAyE POSRION,BIJf JAY �ED IF�OESIRED TO ENHANCE SHUTTER ROM LOCKING RODS OR AN ALTERNATWE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 4. •OIC HV LACK� 0 SHALL BE USED AT COMM CENTERJATES FOR ANY SPAN AND INSTALLATIONS AT ANY ETEVA710N.W LOCK f{j or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCH, ATTACHE TO®CORNER Cl3JT8RLr W/(2) 1/4.6-20 x 1/2'LONG FLAT HEAD SS.M.S.TWO LOCKM RODS 0 I AT TOP k BOTTOM SHALL BE USED.LOCATION OF LOCK SNLVL BE AS:INDICATED ON TIPICAL SHUTTER ELEVATION. MAX=M SHUTTER SPAN SIAL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ��� 4 � ( 141 S ONE ALTERNATE HV LOQ( MAY BE IN LIEU OF W LOCK or FOR ANY SPAN AND 1 g �O i INSTALLATIONS AT ANY ELEVATION.ALTERNATE Loxagm OCK 2�JfIY DE USED AS All DE OR OUTSIDE LOCK.A77ACNMFM Ui(` Or 1/4'6-204/4'S.S.THUMSSCREW TO 0 OR @ cENTFR mms sRgL BE JAZ£W///4 0-2013/4'ALUM. RNNUT AS SHOWN ON SECTION HVE,SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SIBTTTER SPAN OR TWD 1 / CCia.,g v i C_ LOCKS AT I/3 OF SHUTTER SPAN. ® g,viunAlrxiY fbHDR10H J3 FOR -TONE JOIPADM NSrALLAWNik ONE FN LOCK(�w or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 112 OF SHUTTER SPAN FOR SPANS UP f I I111f III It 1111 TD 9B'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or @ of 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO(D or®SYMMETRICAL CENTERMATES W/(2)1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE QLD MS.LOCATION OF LOCK SHALL BE AS INOK:ATID ON TYPKA SHUTTER EiFYAMON. USE OF LOCKING RODS 0 W/ IC)NNECTION OR Q TOP AND BOTTOM Is COMPLETELY MANDATORY. OETALS ON o F C K 1 J K L tl P 0 A Y " I SHET:T"10 K 18 TMP.F1U. 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 . M 96 CENTERILUES -ML CENTERMATE O O O m ONE AL7FR17ATE HV`I'LOCK Q NAY BE iHSjN1E0 IN U S OF HV LOCKS OR $FOR ANY SPAN AND m m 6 7 a 80+10 1 TALLATION A7 ANY ELEVATPON.AL TE LOCK(SV MAY BE USED AS IW IIVSIOE OR C f)E LOCK ATTACNIAc?!T ^m • ^•� OF LOCK®INCLUDES USOLC RONFORCNC LOCKER-�Y,AS SHOWN ON SECiK7N MG,SHEET @,WHICH MUST 8E COHNECTFA TD CENTERMATES 0 AND�W/ 1/4.6-20:1 1/2'LONG S.S.THREADED BOLT W/7/6'6 x 3132' �•�• O•�`� wD4cNur OR W/1/4'6-20x1'S.S.N.5.INTO A 1/40*518'RNNUT.LOCK MAY D45rALIM AT MDSPAN OR 12' 6 7 m 6 7 m MAXIMUM A�AND BELO'N MIOSPAN.USE OF 4WD L09C RODS TOP AVO BOTOM IS MANDATORY. 8 • m 9•t�3)mr •�m(T�•� * C & CET ES: 1. ONE ALTERNATE NO LOCK Q MAYBE USED IN UEU OF PICAL n HV BLADE SHUTTER ELEVATION W LOCKS OR TOR ANY SPAN AND 0.'STNAAnaNS AT A`!Y M"xrlm.ALTFa81ATE HD LOCK®MAY Be USED N.T.S. AS AN MOE 0R OUISO LACK ATTACHMENT OF HD LOCK a TO IS W/3/8 13/8'CH.SS.9 S.•AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDR-114 AND SKEET!0.LOCK MAY BE RNSTHLEO AT WDSPAN OR 12'MWOMUM BELOW OR ABOVE IMIDSPAN.USE OF LOOM RODS 0 IS COMPLETELY OPnONIAL on High VelocWy urricane ne AN```N`\"��\.Tr!!/•,,,x 0 2015 EAST=METAL SUPPLY.INC. \\CENs��`�9 B RTHA HV /7A S S Accordion Shutter System _ I L E7C70M . ■ ■ ■ ■ KV.11ADE#1 W/CR W/O KV.VAMM BLADE *y nLur TESTING&ENGINEERING COMPANY American Shutter Systems ,, DATA oeAAv 11F, tll '0' STATE OF :�� TILLIT JE TESTING =ta&E ENGINEERING NIMIP Association, Inc. 1 OLD it-192 4113/15 OAi l x/13/15 pt—o:(=)er1-1530.Fcx:(305)371-1531 4268 Wesfroads Drive z F'• DRAWING No R � -An a=4't,a�ou— West Palm Beech. FL 33407 S 5-085 s "AAAA•••' ��� EB-f10C47,9 ONALE\;�,.••` NALIM A TPLUT 1:PE 4 SHEET P.E. S[A1 1UP1199E/DATE FLLxLOA LLe 9 44106 5 OF 20 POURED CONCRETE ANCHORS CONCRETE (`SEE Samoa£ON SH¢r 13) m airs Cas I 1 OR EXISTING 1 t. M� 1 REQLRRED EDGE a. --j it is E Vw CLASS- ISM C 'SIASAPPOWsr TY6TNG aieam'e8} cuss/ p,�4u 4O i 23.1EF`N4i .: i: :: m-nNcANCHOR ' In Anal II /104/4HEX WASHER HEAD : I f t a t OR t ' 3/e a tpL SCRETS td 1Y O.C. EOf E OF 3/S coAcaELE K}CitOTs 8 C7'+— OF(5M SCHEDULE ON SHEET 13) ' D' J1 I PUCAME APPLICABLE IF I t/2 t F9aE OF E SLAB IF 1 3;Ai IF APPLICASC p, a� APPUCAMX POt1RE0 / J FUT HEAD CONCRM ANCHORS 'WJ s CONCRETE L O. (SEE SCHEDULE ON SHEET 14) %I nIR Jia a"° 'rOR ® CONCRETE tQM __ _. REQUIRED FW HEAD CONCRETE ANCHORS i,was, =9 !",RED c a 0. (SM 7ULE ON SHEEN i4) Ii .TRENCH INSTALLATION Q HV WALK-OVER INSTALLATION 1>�ONLY RATING&FOR SPANMR UPTO+70.-75 PSFS PER HY CEILING INSTALLATION D. ® HV FLOOR INSTALLATION t SCHEDULE/3. SHEET 11 O CONcRL TE ANCHORS w:axu,an (SEE SOMAnt oN a,s9 — ,a4a°�'nc ts) t/4B I , , mstiNc $o r CKI TRG-� E1as1PNc _ tLV 4 To IN 1/4'0 ionW/ nu*nsm t�wa.wools er/ clrss {� FCR' P T t1alDYDRr o a• YAX Ell =SM 7o Ui F=O e-w VMi I r� I i ' 1tua. 1 O W u•10 Hf-a'NAL KRt : SLVNR AT EWO IASIW1n/VQ V�z '-- wt 1 m+ti,4,4,v ®-� 3/e• MAX 3 :i ASHER TEX SCRees X14.3/4- ItEr HESD_/�, 1 0 12'O.C. 1 8. ss Ys i17C SC1tEW5 O 9'O.c - - I— #14.3/4-SA.S. OR 1/410--201 s.M S CONCRETE KiCNORS 6 •7O 3 / i 1/4 .:. `• t- c,/cs za>.urs ,r/NVI o e•o.c. I (SEF SQL+EOUtc oN n 1 o s•o.c. 1_ . ue,. i 91EET 14) r11i`--_-.�• { 17 oR 18 1/2-1 d'- 2.OD'NPI.a OntneO NON=?AT Dpi. 17 18 SW iR1, • .1... EQ. saL1 .. EDGE 04' )14M3/4-F.H.S.D.S. YaL. "..SJB ff - 1 /7 S' 17/R" L} CONCRETE ANCHORS h 13(D) O 9'O.C. D PCt'RED CONCIS (SET SCfMEDULE ON CII SHEET tVot R-W CONCRETE O,V SH-11T 13(D) ��:•,r'.�'.� ��.•.. `� ` REHTUALD _ ✓.. __ T D' ZZ2REOUREDCQNCREiE i3LDClt SHEET id) OR CONCRETE L'LOCX . OPnaw. � / LL FLOOR INSTALTION RZOVIRM KEYSTONE MOUNTING INSTALLATION J (K� HV WA © HV WALL WALK-OVER INSTALLATION " DOM`'RE=M"H•-n pd C0.•iCRETE W,aRal SHUn1R SPAY a'-0, P.Ecunm UADIS am INS SIML NOTE NOR C(MlTNA710.Y Oi 5£S.RC/l$�: ROLDL�VP Ni PERFOHIJFD ( D.v EDGE TIONS ON AMIACFNT TO AN OPEWDI.F EW SFE I,p-EATiOHS OF ISE FOR 1-SE��`FOR =H `SEE�E T� °"%' ""LY OR ENTRANCE ��ON SHEET/9 INSTALLATION DETAILS W,/ 1C) HV BLADE u�N'W Y TO swC1Or ANN CAN BE FLORDA BLIONG CGDE(Npn Nigh Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA MTN Accordion Shutter System 6Z-�-' ��. E C® �■c. ■ ■ ■ ■ KV.BADE gi W/OR W/o FLY.WM W B-ADE American Shutter Systems a,E p kL k TILlIT TESTING& ENGINEERING COMPANY q=, TATE OF :: LJSS Nb.3a:h A.S?..3M t'11pAi��µn,mrA X H _ Association. Inc. 1 CLD 11-142 4/1311: rte. a/13/Is Pnme:(3O3)tftf-t33o.ia+:<3as)871-,sn 426$ Westroads Drive 2 DRAWING ND West Potm Beach, FL 33407 3 .��'` WN.TER A.nun Nr.RE 4 15-085 P.E. 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IN 1 �•-1>OsnNc aASs **OA SILACKs IN 1nIX 0 O IM a - BLADE W HV CENTERMATES � TM VA 1�o OR 23 SEE END WALL CONNECTION 10•®��•�©•�ae DOS11N0 CLASS ----DETAILS ON SHEETS ©•O•®�©•O•®p 2 i2"�l/E'YJ' - I ®•�a 11 +®w�. 3 1/4- 7' ........_ 6 1/2• 7- (WW 76 A wy) OPPOSING - "L (211/4-.outs, 1/z- «®•® SYMMETRYCAL utotals To ca011)& I- CENTERMATES CEUT R_ RMA E$ UIH.SEPARATION IToo�¢a11o1/)t /los/4'St+s 0 1z' AT/uot E ) L D.C.MILL LC4M W/ HV LOCK or W/ HV LOCK or � SCHEDULE 5 * – `J* IN �* 3 ON SH7, E 11) 5 1 !>46"4 -0-\0 Q 1 -V ,. . ji HVB lo•®�©•�®•®a HVA © ® O.O O O'O HVC ou m m 6 7 m 8 �10 3 m � -colxra,cPREo CONCRETE cal ®_©'0 @ f MC!WALL ��10' SYMMETRICAL �6 `7�•�.+�6 '7 '�" tr+. tx+,noN - - caAss e ®°°® CENTE MA S f IN ®.®��•��©.®,� To�- - © SEE SCHEDIAE W HV 0 6 ulnm& SON SHEEETT 11) (Sa SCHEDULE OPIR)N& MIN.SEP7RATRCHOUTCONCRETEa 1 aNCNORs o74Y �n * I bWRE9 — a ® J O OT G 1/2 UM SLACK HVD oUT tDf °R) HVE HVF** FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 1Ep11tittt111ph/ ®2015 EAS;M?f 1r1AL Sl1PP1.Y.WC. BERTHA HYT>" ■s■S■A■ Accordion Shutter System IL E C D Lac. Kv RASE#1 W/CR W/o H.v WlWN RACE *;• �!`7r /'��*= 71LLI7 TESTING& ENGINEERING COMPANY Association, Shutter Systema _ Npy DATE �,y B,. yi c3: STATE OF c eau NW.Mr. s :war cssoa runs , AssocfatiDn. Inc. 1 oto It-,sz 413/15 an$; 4/13/15 —� 4268 W¢stroods Drive x OT "10 R0-r'Cl�� i.°tk�op— West Palm Beach, FL 33407 3 I DRAiriNC No .......•v��� ETI-Me71s 15-085 /'ss`, L��``p WALTER A TUR.v.P.E. 4 P.E. QUkj(fItI+T'<Ti'tE/GATE ' 61 f 441a7 s G SHE OF 20 POURED CONCRETE POURED CONCRfIE RED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE CLOCK WALL REOUR.'ED BLOCK WALL REQUIRED BLOCK WALL REOURI£D .4�REQUIRED EXISTy GLA �E 05T NG GLASS 2•MIN EXSRNO GLASS CONCRQE ANGIO E1aSTR7G fXASS' a 16"O.C. 2.19t1 '�-•— --A MR.SET42UK1N — + ——j�^-7 TO�(SEE E UK Sf}YRARON SCHEDULE ON SHEET N ( I I W SfPAROMOV ED EO TD QASS(SEE 11 FOR 9.40E(DATA TD CH SHM 6,ASS(SE SaiDUE ON 94EET 1/10•x3•wx SEE Qi SF4II 19 FOR 1 WiMMEBLADE MAID SomlE C4F sit' 11 FOR WZE0A1O (6063-T6)COHI: DAM Q21 oN SHFfT to FCR 1/Z• 101N—.19,a F®URA1O ON SIEiTT,a FOR uuM.cLasER Sim ( �SSE t elarFs p&Q91 IB LADES((LOCATE +/2 ADO3 FSQA AT EJTFIFS2 SIDE \ I or s0> OF(D) I +USE,•OR z•MAc I 6sa I - (As APPu_ z'.i/B.a-zALUMNUY ' _---- ®16"O.C. ----�— LE ----- 4 (6063-T6 N 1010 AT OHEDr"r �r 4 , (z)1/4 o+T�m ANCHORS To q-�. WALL AT I'O.C.(LO'.'ATE AT $ SEE DETAAIL'NECf10N OR +L4' a=M SIDE or(Tj) 1 IRSID ®' 1 OR @I SEE DETAIL x rOR 1 OR� To TRACKS SEE Dern2 x 4 SIDE COFOYECIIOH r�, ®.®•0-8 •®' SIDE CONNECTION ®°`©•O°' -6 7-8-�.®> To TRACKS -6 7-& 0•tL•F'- [S70-®.®-©.©- TO TRACKS �.®-�•�.©•®- O 4�-®®-p•®-9 O 3 )yN0 CONNECTION DETAIL 4 END CONNECTION DETAIL T END CONNECTION DETAIL O i R:DILRED ONLY FOR SPANS CREATOR THAN IY-FY ZE7Nra,tNO Cl/.SS CONCRETE BLOCK WALL � 4 4 -� SUV= To�'S(Sm 'O 1fiS .C. ICN.SiPMNTAi DI F y------ 11 RR EOR RAHEDULE M-,mAA CO. I/z'19:J. TO Q— - ----- - - _-- ®�' AE ------------ ON Sim TSI fm ANCHOR O 11 FOR MAX(DAlmCONCRETE tiN1ES 6) QTj1 12.O.C. / - '- ON Sw 19 FOR ANCHOR 0 $ 9AOCS®RQ -- - OR@ O 16*Q4 ' _ Mrd _---_ $ 2•IMIN. r FON. EO _ _-- ♦SEE LR11rAT.ONS Cf L1°£FTX2 (DOR / 5 81ACE SDN SHEET 19 1©Oft®OR�OR�OR� VIEW Y I t OR Qr' PLAN OR DETAIL X L POURED coNcaerE OR ®�®- ©®- TON REQUIRETE BLocx LW121. ©•O•©-©•O•�- 1 HV BLADE OR HV WINDOW BLADE INTO REWIRED -�•®'©•®- �.®-©.®,p.®- CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL® O®-®�-®®-�ENp CONNECTION DETAIL 6 O®-�_p-® FLOEDDA BUIL6NG CODE Hon High Velocity Hurricane Zone A.TIl4 8 2015 EASTERN METAL SUPPLY,INC. i T I L i E C O � ., Accordion Shutter System American Shutter systems RV.eAOE u1 w/at w/0 NV ut!HE I BADE TILLIT TESTING k ENGINEERING COMPANY otta�lxtN o+1tt 1T': M7_ STATE OF :Fr dw hN uta SI-s1..'M IWIM,G*=,Nc FW yi Assoclation, fnc. . CLD 71 4/13/15 4/13/15 ' Pnone;(�os)6n-,53a.Eu;(w51sn_Fs31 426B Westroads Drive z .P'•.. ORI L r.\�``� o- th vaa"o -n West Palm Beach, FL 33407 3 D1G N- •,,'AF,su/O•••••` WALTER A. aT j Jr.P. 4 —085 nZRC,y NAL ,,.� P.E. S'�L'l SRE/DATE c 0 20 SCHEDULE Yt SCHEDULE A2 SCHEDULE �3 MAXIMUM SHUTTER SPAN* "L+'OR 'L MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN *L+" (Ft). FOR INSTALLATIONS W/ OR -L (ft.)FOR R -L-- (It) INSTALLATIONS 1NSIALIATION LMMDNOTES, CENTERMATES 0 &®or or INSTALLATIONS W/ CONCRETE& &)W/ONE HV LOCKS W�0 (1)L+:WXUIUM SIGNALLOWABLE SPAN FOR A CNEqW/OTaE H.V.LOCK ®or,8 or or IlW4504Y ppSNNE AS.O.QE51Gk1 PRFSSlTi1E FIATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or ORW/ NO LOCKING WALL A, 9, C.D, E. M, N.O. P. 0. L-:A-SMA SGL ALLOWABLE PRESSSPAN PPE FOR A rNZN NNECATNE CEMERMATFS®& W/ONE HV W/NO LOCK1 G RODS® ODS MOUNTING F, K&L R.S,&V. LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES t tt) (VAUD FOR 1hOU?TTNO6 (2)PRDMVJRE TO DETERMINE MA)0MUM SPAN FOR BOTTOM SEE NOTESt.tt SHEEr 7) FLOOR/CEILING G. H. I, 11,J T. U. W de X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/cE1UNG: CONCRETE&WOOD MOUNTING CONCRETE&WOOD WSTAILITIOHS 0 N1A+oNn C011CRAE h M �� As0.otso� tisn 6acx INSTAI IATghS GKN A POSITIVE ASA.DESIGN PRESSURE pATD.'G, A F,� WALL MOUNTING ,Low/fi t WALL Low(IM I+a:SSK DETERMINE MAX SPAN '1.+'FROM SCHEDULE T UOUMDNG Ong1 & � �/��MM'M GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. �/�Mwmc T+ae-1 R00"ALL Uxav t; DETERMINE MAXIMUM SPAN 'L'FROM SCHELF- L 4 pry L it I-{el L 4 M +I.-Eft) L s{a L_{p d MAXIMUM SHUTTER SPAN 1+O8 1 FOR 30 OR f6'-0' 16-0- 16•-0• 16-0• SO i6�=0- 16•-0' 30 18'-0' 16'-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM AUOWAOLE SPAN P3 EQUAL TO THE 35 14'-1a' 14-lD ls'-z 16-0' 35 ic'_1O' la'-1n" 3s 15-z' 16-1 D' toy 1�.AS.D.DESIGN PRESSURE RATING. MVILAAUM DETERMINED SPAN BETWEEN 1+'AND-L-'. 40 13'-t0' 13'-10- 14•-2' 15-2• 40 13•-10' 13'-ID" 40 14•-2• 15'-2' 1 (3)PROCEDURE TO DETERMINE MAXIUUM SPAN FOR 45 IV-1" IX-1• 13'-A' 14'-3' 45 13'-1' 13--1' 45 13'-4' 14'-3' t HY CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 1Y-5' 12'-6' I_" 7' 50 12'-5' 12=5 S0 _ 12'-3' _73'-1• MOUNTING INSTALLAMONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNII11G5: 55 - - '-1' 12-11 55 11'-10- 11'-1D' S5- 11'-1' It'-1t- SHALL.BE AS INDICATED ON MANDAT=CONDITION F2 FOR A l-.iIIUT POSITIVE AS.0.DESIGN PRESSURE 60 I1'-4- i1'-Y 1 - 60 11•-4' 11•-4- 60 f0'-2' 10'-11' NOTE�5•SHEET S. RA7pIu IN- 65 1D'-f0- 1O'-fo' 11'-t" �1-11- 65 1o•-1Q' 10'-10- 65 9'-5' 10'-1' Li+.MAIL _ DETE MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" t0'-6- to*-9" 1r-5' 70 10'-6' 10'-6" 70 W-9 9-4• L2+e MAX.SPAN Ftp R _ OOR/Ct7liNG MOUNTING 75 t0'-i' 10'-1- 10'-4* 1V-1' 75 10•-1' W'-1' 75 - 8'-9' 'tt EXCEPT THAT MAO M SHUTTER SPAN 1+'OR INSTALLATIONS. 80 9•-IO- W-10' 10'-0• 10'-S- 80 9'-10' 9'-10' 'L-'AM MAIOMIM ASD.DESING PFUSSUIZE RAANG FOFt 85 9'-r 9'-6' 9.-9. 1d-5- 85 9'-6" V-8• IhStALLATIONS INTO OONCRETE OR CONCRETE BLOCK FOR A CNFtN NEGATIVE A.S.D.DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATS SO 9'-3' 3'e'- 9,.-S, IO'-1' 90 9' 95 V-3, B•-9' 9'-4' 9•-10' 95 9'-0' 6-0- 1-CONNECTIONS TO KEYSTONE MOUNTING L—IM.SPAN FOR WALL MOUNTING INSTALLATIONS. UMTMD TO +84,72 p.s.1.AND 8•-0'SPAN. SEE L2--MAX.SPAN FOR FL003/COLING MOUNTING 100 B'-9' B'-4' W-0" 9•-7" 100 V-9- B'-4' MOUNTING TI ON SHEET 7, INSTALLATIONS. 105 V-7' 7-11' W-S* 9'-4^ 105 B'-j;- t 1t0 B'-4---Y-7' B'-7' 9•-2• 110 8'-4" 7-7' FINAL IMMUM ALLOWABLE SPAN IS EQUAL TO TME 115 8�-2-2" 7-3- -4' 8' 115 -2— 7 SEPARATION TO GLASS SCHEDULE WNNU11 BETWEF'N t'+•.-12F.'L,-'AND;Z-' 120 B'-O•_ 6•-11- B'-2- 8'-9' -120 6'-0' (4)GO TO ANCHOR SCKDL&E WITH FINAL MAXIMUM 125 -�_ 7-10' W-B' B'-0- 6-5' 125 7'-10• 6'-8' ALLOWABLE SPAN AND NDCATNE A.S.D.DESIGN 130 7'-e- V-5' 7-10• B'-1' 130 7-e 6-5 WIND ZONE MINIMUM spm RATING TO DETERMIE ML�fUM ANCHOR 135 7-7• 6-2' 7-9• i'a=' 135 7'-r 6•-2' SEPARATION 140 7'-s''s'-ii= 7--7- 7'-6- 140 7-s• V-n' ASTM E-1996 145 7'-3- 5'-9' T-5' 7-3' 145 7-3- 5'-9' TO GLASS 150 7-2' V-7- 7-4" 7' 0 150 7-2- 5'-7' 155 7-0• W-51 7*-2' V-9• 155 7-0- 5,-5' 1 THRU 3 i. 160. 6•-11' V-2- 7-1' V-7' 160 6'-11' V-2• 165 6•-10' 5'-1' 7'-6' V-4' 165 6'-10• 170 6'-9• 4'-IV S'-11' 6•-2- 170 6'-9- 4'-11• 175 6'-7' 4'-9' B'-9- B'-0', 175 6'7' r-9' 185 6'-6" 4' 6' 5' iC -S 165 675- r-6' C� H V BLADE 185 8'-5' 4'-5• 6•-T S•-8- 185 6'-5' 4'-6' _ 190 6'-4' 4'-5'__6'-6' 5'-6• 190 •_0'-4•-- r-5• 195 -6'-3:.... W-m: 6—S V-5- 195 V-3- 4•_3• 200 1 G'-2' 4--2' 6'-4• 5'-3' 200 G'-2• 4'-2• 205 6'-1' 4•-1- 6'-3 5'-1" LL205 W-1- 4-1 FLORIDA W01I1NG ME(Non High Velocity Hurricane Zone 9 2015 EASTERN METAL SUPPLY.INC. „IILIHIINI B - MA HV A s S A Accordion Shutter System System . . . . RV MADE#1 W/OR W/O H.V.1,MIWW 11ADE ArnL TIWT TESTING dN ENGINEERING COMPANY eTtcan Shutter Systems o�«r,,,m Ila o9A.N a wLu, c �,,,N� ,, XL Mao r„ ,E„� ,,, Association. Inc. , OLD 11-192 5 ale 41u/1s y a ,(sxLs71_1s3O,Fc,;(3oy s71-IMI 4265 Westroods Drive 2 DRAWING No a-maa:n��uoaeaa� West Palm Beach, FL 33407 3 m« 719 15-085 O,� •.fC()RiDP•G��: IRTLR A Tur n.PX. 4 �� ;' nl E/DATE '10R"a`ua N167 6 SHEET T OF 20 IMMUM • SCHEDULE FOR A GFVEN MAX. SHUTTER SPAN. SPECIFlCATiONS ONANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A-%Q,DESM REIT M PRMSi�RS W lura A I OTaDINO NOIR NG DW ONOM OR CONCFEE Q=WMIIAM6 (SET:U waews F a•H ON sways a&7) 1.ANCHORS TO SUBSTRATE SftL BE IS FOLLOWS: wAn OwCx=4acma eaLx POLLED CON01= (A) TO DZTING POURED CONCRETE:04..r9-3 k-► (E)WALL SILL MOUNTING ©ICOUNG MOUNTING HQFLOOR MOUNTING -1/4.0 TAKON OR TAPCDH VRTH ADVANCED THREADFGRY TECHN%H GY ANOMR4,AS 1ANUFACIURin BY I.T.W.BU?BOL(MT,r. 3 w) Sf'4VE -1/4'0:3/4'ALL PONTIS SDUD.S£T ANCHORS.AS DISTRIBUTED BY ALL POINTS W".DOLT A SPECWJY CDYPANY.(161.fe =3 k.1) (tp DIM Im w P1Ctr •5E FSESM Ruw bLvm/NINON PPS F2 pim -i/a•9 BLUE TAP CONCRETE ANCNDrrS W/CAP AS MANUFACIURED BY FLORIDA FASIENERS CR=.DNC.(YTn 1'.-2 Hai) 30140160175190112011WIX5 3014OUA 75 93 tzl 16D 295 30 40 60 75 90 120 160 IAPCON -1/4'/TAPIR+RNCIy0P5 AS LLV 1rALTURED Elf PDWIIRS FASiETERS 94C AND 06tTaBIRED Of ALL FCO/15 SCfRW,eaLT a sPFtuTTr TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYS DIS ASSOCIATION,WC4 14 1z o 9 5 6 6 14 12 10 9 a 0 B 14 1 1019 5 9 6 6 THREADFORM TECHNOLocr (0-,O,fc.J kv� a 1i 10 0 e s 6 6 1. 12 10 9 a e 6 a 14 12 19 9 s H a • AL POINTS Souo-SET DR tEMu 12 10 9 s a 6 5 14 12 l0 9 e 0 6 6 14 12 10 9 a a a s Nai6A /4 12 f0 D 5 0 6 7 I4 /Z TO 9 B b 6 0 14 12 10 9 B B 9 6 ULUC T�W/CAP A. W411 M EIRDYENT INTO POURED CONCRETE OF TAPCOH OR TAPCON WTLH ADVANCED 111RUCIFOHYECE TCNOLOGY ANCHORS AND TA PER+ 1• 12 10 9 a 7 33 33 14 12 10 9 6 6 6 6 14 12 10 9 a 8 6 3 TAWEN+ ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS T 1/2-. 4'-0' a /2 l0 9 a e a 0 u 12 10 • 6 6 6 0 14 12 10 9 e a 5 55 14 n In 9 a e 6 4 14 22 10 9 e a a 43 14 12 10 9 e s 4 3S A2)LGICIA M 04BEDMW OF 1/4'o It 3/4-ALL POINTS SOLID-SET ANCHORS EMIL OE 7/8'OTD THE 7WRED CONCRETE.NO SMEDME T I4 1I t9 8 0 a 6 43 14 12 10 9 a 8 6 55 14 12 10 9 a b • 65 INTO STUCCO SINAL BE PUMTIEA,1/4.0-20 SNS 94001E SMV USED SHALL BE 1 1/2'LONG MNMNM SHMILD STUCCO 0057.AND t. 12 10 8 73 SS 3S - 14 12 1D D a 8 6 5 H 12 10 -9 -5 7 55 4 •SQ ta�i1ID16 OF 09r w09 t'YITm1UM FOR Yd115 WTTN NO STUCCO. N 12 10 9 8 6 6 -a 14 12 10 0 a 0 0 63 14 12 10 9 8 x 6 t3 19A1C 0n 9Q]1• 12 10 9 6 7 a - t/ 12 10 9 0 BS 5 3S 14 12 10 8 65 5 35 3 A3)IN CASE TH4 PNECIST STONE.PRECAST CONCRETE PMT]5.PAVERS OR ANY VENEER DE FOUND CH THE 0=NG WAIL OR FLOOR 14 12 to 9 5 7.514.5 - 14 12 10 9 6 8 6 43 14 72 10 9 a 6 43 75 ANCHORS SHALL BE LOW DOM TO PF4H THE MAW STRUCTURE ED=SkD WALL FINISHES.ANCHDRAGE SMALL BE AS INDICATED ON 14 12 93 ]3 65 43 - - 14 12 10 0 e 7.3 5.5 4 14 12 10 9 0 5 43 33 NNNES AiT&A2)ASOV FOR 1lSDY3A77DH5 ON•NNfL SDWG OR OFS WTRI OR NTTtCUT METH.17U05 CONSULT THIS FNGWFIIi.FOR 14 12 10 D a 8 B - 14 12 10 D 0 e 6 5 14 12 10 9 a &S'5 35 INS'TALU INTO EIFS WITH METAL 5TU06 SS SNtF1T 20. 14 12 10 9 7.5 18346 5 J - 14 12 10 63 7 6A 4 3 74 1� 8 83 5S 4 J - 6 ,TO ENCiTING CONCRETE OLOCK(A5761 Cr90) 14 12 10 9 8 6 - - 14 12 10 9 a 83 3 75 14 12 10 a5 8 5 4 - t) ' 14 12 6 53 a3 J - 14 12 10 9 a 03 45 33 14 12 10 H 7 5 33 3 1/4Y TAPCON OR TAPCON WITH AOlM7CED THREADFORM TECHNOLOGY ANCHORS.AS YWUFALTURED BY LT.W.DUNLOOL. 7._O. 14 I2 to 9 0 5 - - 14 12 10 9 6 7 5 4 H i2 10 D 7.515.314 3 _1/4/ f BLUE TAP CO ORS ANCHORS ANCHORS.AS DG7RIOUIED.DT ALL POH15 SCREW.BOLT&SPECIALTY COMPANY. 14 12 10 0 63 4 - - 14 12 9 73 6 45 35 - 14 03 7 &S 43 u - - _• /OAP AS YMNUFACRIRED BY FLORIDA FASIFA'EXS o6RECF,M. 1 4 9 TAPT,+ANCHOR$AS MANUFACTURRED BY POWERS FASTENERS,UHC..AND D4^affiUfED DY ALL Po9TS SCREW.DOLT&SPECVJ_lY 14 12 10 a.5 7 4 - - 14 12 10 9 73 55 4 - 14 12 9 7 7S 43 - - / 14 11 7 50 43 - - 14 12 9 73 53 4 - 14 12 9 7 6 43 3 _ CQYPANY OR AYf OTifR APPROVED LICENSED OR AUTHORIZED VENDOR ROGISGSTERED WITH THE AUERCAN SHUTTER SYSRUS ASSOCIATION.INC, 8-0 14 12 To 0 6 e3 - - 14 12 9 5 6 4 - I4 12 to 8 BS 6 ,L5 - iNOTE".r: 14 12 a3 7 52 s`= - i4 U. e_iS 55�a 3 - 2.5" 6 3 t 3 - - 8.0 YINANM EMBEDWENT INTO CONCRETE IIUD"OF TAPCOK BLUE TAP W/CAP A AIRS AND TAPPER+ANODRS 99 1 1/4'AND TAPCON N 12 93 73 5 - - - 14 12 DS 8 W 3 - - It 12 8 0 63 • - - W;n,ADVNI(.T.ls THREADI' M TEGLNOLOGY ANCHORS IS 1'. 13 93 65 5 a3 - - 14 12 10 1 3 8315 - 14 12 8 a5 5 4 14 12 10 p a - - - 1412 1• 9 73 43 - - 14 12 a57 5.54 - - EL*uwaaUM EMBEDMENT OF 1/4.0 1t 3/4'ALL POINTS SOUO-SEI ANCHORS SWL BE ENTIRELY DISMiD INTO THE CONCRETE BLOCIL.RD to /3 73 I - - - T4 11 7 53 8 43 35 - - - EMBEDMENT INTO STUCCO SHALL BE PE7baRED.1/4'6-20 S.&MACHINE SCREW USED SIMM.BE 1 1/2'LONG MINDIUM WOULD S711CW 744 12 B 03 45 -I- - 14 122 115 7 55 i - - la Q-5 i 33 6 43 - - 009T.AND 1'LVIBWtM FOR WARS 114H NO STUCCO. 113" 55 4 - 14 12 9 7 6 ..3 - - N It 7 35 43 SS 10'-0'14 12 10 D 73 - __ - 14 12 10 a'65 3 - 14 12 8 5 7 1 4 1- - 0.3)(F CASs=THAT PRECAST SIONE.PRECAST CCNCRETE PANELS,PAVERS OR AfY VERGER BE FOUND ON THE E1a5TWG WALL OR ROOK. 14 1 7 5 33 - - 13 p3 65 3 4 3 - - 10 73 .5 4 J - - - ANCHORS SOUL.BE.LONG ENOUGH TO REALE THE AWN STRUCTURE WAND SND WALL n1:SHL5.ANGWRNGE 9VLL BE AS WD.T.ATED ON 1{ EI 73 53 - - 14 113 9 6 5 4 - - 23 9.516 5 4. 4 - - NOTES Ri)&lT2)/80-' FOR IHSIAC1A7q!b ON 1TLM.SDWG OR OFS WITH OR WSOWUT METAL SEAS CN}INSIPS TAl6 ENL7tifAR. 03 H 3 - 14 12 8 63 53 4 - L3 10 63 3 4 3 FUR DIAL TION CYTO ETTS WITH METAL STIRS SEE SER 20. 11'-O- t4 12 10 - - - - - 14 12 9 7 5 43 - - U 103 7 55 43 3.5 - 25 9S 5 - - 12 9 6 4.5 4 3 - - 9 7 43 33 J - (C) ANCHORS SHALL BE WSL4LFD FOLLWANG ALL OF THE RFN.'OM1ISIMA AS AND SPECTrAT1ONS OF TIE ANC OR'S VA. AC 16 10 7 - - -1- 14 103 7 bS 43 il.5 ds 53 43 3.73 - - - 1473]3 B 3 2 p 8 49 4 (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE 4r-D.)VERSUS SPACING ROATILN`W9P FOR ANCHORS. / 11 12 10 - - - - - 14 12 It 13 10 NSS 5 EDGE DISMCF VEMZ SPACING SCHEDULE FDR AN HORS: 13 as - - 11 b 3.3 a 33 - - a 0 • 3 - - - - MAA8D9 ANCHOR SPACINGS ARE VALID FOR LOGE U25TANCL'S 1XVICATED BELGA.FOR C A LESS IHVI INC ODICATED.REDUCE ANGIM SPACING 33 95 B - 13 95 65 3 f - 10.5 8 54 UY MULTNPLYOK SPACING S NOAH ON SCHEDULE BY THE FOLLOW-MG FAGTP.TS. 9 63 - - - _ 14 IM5 7 354.5 11 FLS 53 45 33 _ - REDUCED SPACING OBTAINED USING FA-M S-AL NOT DE LESS TWN IFORMUN SPACT0 INDICATED FOR FKH A40M TIM 24 22 - _ _ - _ - 14 113 73 5 3 - - - R 2 e 45 4 - - - FACTOR 03 a - - - - 70 73 5 4 3 - - - 75 35 4 S - - - ACTUAL L4 03 _ _ _ _ _ _ 12 9 4 45 4 - - - 93 7 5 4 _ _ - - EDGE TAPCON fE{RFADPoRLI TECHNOLOGY TAPCON AL1 POINT Soul)SET BLUE TAP W�CAP TAPPER+ a 6. - - - - - - IS 33 63 3 - - - OS 73 3 4 - - - - y O INCTANCE �'svA069G 14'-D' 1'T 22 - - _ - _ _ 14 as 7 53 - - _ - It eS 3.6 43 - - - E,D. MOR.SPACING.3' 1301$PALHING-!' .SPACING.3 1/2' ALR SPACOIC.3' 3 J/4- 4' 10 f - - - - - - 9 7 45 35 - - - - i s ss 3 - - - 1 HV BLADE W �NCREE & FaPa L77L�* �F77E er» LONCwr M=a CONCRETE t POJW mNaEr COICRTE ttaOL 13 a - - - - - - I1 a ss 4.5 - - - - 9 53 43 - - - V Q 19L ED,r Irl En•31rr Art EA•21/Y YIN EO.31 LOL Mw3• L&L En.a Ig M-21/! 12 17 - 3 1.0 0.90 1.0 _ 0_781.0 0.34 1.0 sBLADE WORKING e33 _ _ _ _ _ 2 1/2- - 081 lA .-_. - ..._...... - 0.67 1.0 10 - - 0.3 - ns e 4 - _ _ _ IN UNISQN♦ 2' a71 051 13437 J/4 - OM _ _ _ 0.43 95 - - - - a a 4 - - - - - Q.ORiN BUILDING CODE(Non High Velocity Hurricane Zone `�`��P A,TIL(/T✓,,�� ®2015 EASTERN METAL SUPPLY,INC. t✓ENse--- ' BERTHA HYT1A 1-01 A�S�S�A� Accordion Shutter System 1 i L�E C O N r. T�v�E�,Wi OR W/O H��,N> SDE a//-/: = American ShuHer Systems Of�fPTD9 DATE I M.N DY: ML Cc_ TIWT TESTING &ENGINEERING C04PANY STATE OF IL,� Association, Inc. 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