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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 $ll 3 DCIS Home Log In User Registration 1 -Hot Topics ! Submit Surcharge Stats 6 Fact. ? Publications FBC Staff DCIS Site Map k Links Search Busines a'} "' Product Approval Professi\na I kill USER:Puurk lrser Regulation r ' 1idurt As+nrav;it nb_nu>P—fuct r.r Aunncntion 5—ij>Ar-Oi con,"t ut>Appfiwtlon Detail FIL C 1369-R Application Type Revision Code Version 1.014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/PhonelEmall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley0 eastern metal.com Authorized Signature Bill Feeley Irodriguez(LDeasternmetal.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 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilsit,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 Vatidated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence Fi,369 pS Cvl iN dCGgAE;3(%N�1 Nt�Nt-?V114? tf, Referenced Standard and Year(of Standard) SL nndard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202.202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D littp://www.tloridabuilding.org/pr/pr_app_dtl.aspx?paranl=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 Florida Building;Code Online Page 2 o12 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 �Swnmary of Products Fl. IMadel,Number or Name Description 389.1 Bertha'NV ACCOrdiOn Shutter-Blade 3• Extruded aluminum interlocking blades retained by tracks(top and (Nen-MVWZL-nnv I$-0H6 bottom}for storm protection _ Limits of Use _ Installation Instructions Approved for use In HVHZ:No FI t8 a.tis", rr ._ 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 i ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party Yes i window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade i and 8'-Ir for 62 psf,g'-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- for-441-64 4-r -64 psf.See sheet 5 for others ans and ASD pressures. 389.2 IBertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and iNon-HVHZ)-Onvg iS-085_ bottom Par storm protection _ . -- •. Limits of Use Installation Instructions — —•- ?' Approved for use In HVHZ:No !3v I. f S.�, I ni,ML,a Approved for use outside HVHZ:Yes Verified By American Test Lab of South Florida Inc. l - Impact Resistant:Yes Created by Independent Third Party:Yes 3! Design Pressure:N/A Evaluation Reports < Other:Large missile level"D".Max,Span is 16'-0"for 30 ps.f negative ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party Yes ,1 HVI blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone €` mountings 7'-0"for+7S,-75 p.s,f,for metals stud mountings and 8'-0" {for 110 p.s.f.for HVi and HV1A working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruders aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Onvg 15.084 bottom)for storm protection -_.......___..._---._.__._......_...._ _._.....-........ —.. f Limits of Use Installation Instructions Approved for use in HVHZ:No fL3fti6.8.0_1 fe 3.%A INC. flrWG tS-OAa.nn: Approved for use outside HVHZt Yes Verified By:American Test tab of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports ; i Other;Large missile.Max.36'-0"span at 30 p.s.f ASO load for Blade 1 Ff3R) III Ai ,,A.INC_ ;',F R. DRU";s t;T1,-1f i and 18'-0'for Blade 2.See schedules on street 12,25 and 28 Created by Independent Third Patty Yes trespectively El ED Contact Us::1940_riorth Morirae Street.Tallahassee Ft 37399 Phone:859.487.1874 The State of Florida is an AA/EEO employer.ConyflgnL�„1)(j7-fn-,t:(�ta el of Ftnndd.::I'rivacv statement Arceasibintv.Staten+crtt:;Hcf;,no,�,r'atentent Under Florida law,email addresses are public records,If you do not want your a-mall addressreleased in response to a Public-records request,do not send electronic matt to this entity.instead,contact the office by phone or by traditional and€i.If you have any questions,Please contact 850A87.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,ficerisees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Ctrapter 455,F.S.,please click here. Product Approval Accepts: 1 MR RRr VE tier suit Y.1:i i.'rt http://ww-vv.floridabuilding.org/pr/pr__app__dtl.aspx?param=wGEVXQ�vtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMETN(P.E.D.)HAS BEEN VERIFIED FOR COWPI.UWX IN ACCOROANCE WTO{THE 2014(S1h EDITION)Of Tff FLORIDA BUILONG CODE THS ACCORDION SHUTTER SYSTEM SHWt NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONESS, DESIGN WINO LOADS SHALL BE orreRiza As PER SECTION 1620 OF THE ABODE WEMIONJED COLE FOR A BASIC TEND SPEED RMAED BY THE JURISO?CRCN M41W SHUTTER WU TABLE OF CONTENTS 8E DWALLED WITH A DIRECf6NRY ALFACTOR Kd.O.85,USING ASM 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THIN 15,ID&20. IN ORDET TO VERIFY THE ABOVE CONDITION.ULTWIT,DESIGN WIND LOADS DETERUNED PER ASCE 7-10 SHALL BE FIRST (SEDUCED TO ASD,OMGN WIND LOADS AREA•1: HV BLADES(b BY MULTI Mr THEW BY 0.8 IN OO RTO COMPARE THESE W/MAIL(AS.D)DESIGN PRESSURE RATNCS INDICATED ON St=- 11 TONU 15, It&20. GENERAL NOTES SH EET 1 COMPONENTS ORDER TD VERIFY THAT COMPOS ANO MY.KORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS=USED 14 THEIR S1SMA COMPONENTS 1-20 SHEET 2 A1IALYSS HORL'EVER.A WIND DURATION FACTOR 00.7.60 WAS USED FOR VIIOFlCATION OF FASTENERS N WOW. SYSTDA COMPONENTS 21-37 SHEET 3 ABERTHA H TL RFi'O V ACODRDON SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENUONED CODE AS PER 7YP7CJS.SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WOW BLADE&WINDOW DETAIL -EN BLADE /0214.01-03.#0715.01-03.11004,01-0.5./1214.01-05.10317.02-06,#0609.01-10 AND 1D210,01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND AMU E-5886 ARFA 2• HV e=E()AND HV WiNDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES i•2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS URGE MOSMM (WHERE APPLICABLE) -HV WNDOW BLADE Q#0505.07-05 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND 20415 1,2,3)BASIC PROTECTION ONLY AND#0725.07-88 AS PER TAS 202 PROTOCOL TYPICAL VILIFIER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETA S A-F.CONCRETE/BLOCK SHEET 6 2.HN BLADE(D AND HN WINDOW BLADE® ARE ENGINEERED TO MURK N UNISON WTIH EACH OTHER UNDER THE GENERAL UUMATURS AND CONDITIONS Of USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACODRD04 PNS(HV SCRIM).USED AT NUDES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL Bf/74K2]3'ANO#74x1,75'pES.PET:TNEIY,410-Hr MINIMUM SERIES CENTERMATE OETAA.S IN SHEET 8 STAINLESS SAIL S FXW'•Willi 135.0 Rai YIELD STRENGTH AND 180 W TENSIE STRENGTH,PNS STALL BE COATED WITH BERTHA HV OALR05HIElD CKUn.G SY57D7 AS MANUFACTURED BY APPROVED CENTERMATE ALTETNNATNG DETAILS RN SHEET 9 COATING APPLICATORS.REGISTERED WITH AWMrAlN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUUINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MMM YIELD STRENGTH FOR 6063-16 ALLOY IS 30A HEA AND 35.7 ki FOR END CONNECUON CLEATS 1-6,CONCRETe/BLOCK SHEET 10 6005-15 ALLOY. M/0T7MUM SPAtt TA8LE5 STtEfT 1 T ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL sCR m TO BE STAINLESS STEEL 304 OR 376 AAS SOLES OR CORRMON RESISTANT COATED CARBON STEEL AS PER NN LOOis ATw 50 k i MN,YIELD STRENGTH ATO 90 ksi MIN-TFNSSLL sTREA16T. ANCHOR SCHEDULE-CONCRETE&BLOCK stim 13 AND%W1 COMPLY W/FIJOF A BUILL24 CODE SECTION 2417.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.WETS TO BE ASTM A-307 CAI.VA IZE0 STEEL OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 kJ 1611SM UM YIELD STRENGTH. ANCHOR SCHEDULE-VWD SHEET 15 7.SEE THE FOLLDWRNC S WETS FOR ANCHOR SPECIF1CATDNS:HN BLADE(D: 12,13114.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN BLADE Q)&Q WORKING N Ill150N;12.13&15 INSTALLATION OLTAIS S-X.MOM SHEET 17 8.THIS BERTHA H.V.ANS.'OR0EW1 sNURER SYSTEM OURSA U.S.PATENT 16`16-779=-COKaOINif?T75 OF THIS ItPPF.OVAt ARE COVERED.IN WHOLE OR N PART By US.PATENT#5'455,173 t5S1ED 70 fASIERH/ QLD CONNECTION DETAILS-1-12&X.WOOD SHEET 18 WE7SUPPLY.SUPPLY,LNG 9.IT SHALL BE THE RESP07sIB A[Y Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TD INSURE PROPER ANCHORAGE CCNRPACTOR 70 SEAL/CAUILK AREA 3• NY WINDOW SLAM (Ftp ONLY ALL SHUTTER CCMPOHENi'FACES WHICH REMAIN,Tim FAsiENNG IN CONTINUOUS CONTACT Wlnl THE BUBDNG TD PREVENT WND/P.NN VARUSWN, TYPICAL SHUTTER ELEVATION SHEET 19 10.rAH�O�Y�BEAR PEEM%NENT�INAYSlQLEE PP ALACE WITH WARNING MOTE DURING PFR Or HURRICANE WARNINGS WOKE OWNER.TENANT,OR OTHIILS•MUST PROPERLY CLOSE ALL IN NND ND NO LOCKS. S 4. W WINDOW BLADE(ONLY 11.SHUTTER MANUFACRIRETYS LABEL SHALL BE LOCATED CN A RFJABLY VM31E LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LASM STALL SE INSTALLATION MAILS. METAL SND WALLS SHEET 24 PLACED FCR EVERY OPENING,RAMINI:TO COMPLY WITH StCTXNN 1710.B,2 OF TIE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCQ CION SHUTTER SYSTFN's INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BV4.00n.AND ZONING REGULATIONS PROVIDED BY THE JURSDN"TION INHERE PERMIT IS AI?LrD TO. Q.(0)TIVS P_:.0.PREPARED,ETY THIS CNCINEFR IS GFmma AND DOES NOT PROYOE NrORMATX)N FOR A SBE avenc PRwFer,L.WSim THE SITE CONDITIONS DEVIATE EMU Fc P.E.o. (S)CONTRACTOR TO ISE F:SPousIBIE FOR Tie SELECTION.PURCHASE AND INSTASLAMON NCXDDNG LIFE SAFETY OF TICS PRODUCT.SSSED ON THIS P.E.0,PROVIDED HE/SHE DOES NOT ELEVATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DDCIAFNT,CONSITn12-RDN SAFETY AT SITE IS THE CO awlOR'S MPORS9iLTrc. OBTAIN PERMITS IN THE STATE OF FLORIDA (0)THIS P.E.D.WILL BE CGUS9 FRED INVALID IF ALTERED BY ANY MEMS. (0)SITE SKCT)C PRO1cIS SW41 BE PREPARED BY A FLOR=REGISTERED EHGNEFRR OR ARCHITECT MOCH WILL 8ECOME THE ONCINE:ER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR TWE PROM USE OF THE P.EO.EWWI3R OF REMDRD,.ACTING AS A DELEGATED ENGINEER TD THE P.ED.EMhWR SHALL SUBMIT TO THIS LATTER THE SOE SPECIFIC ORAWINCS FOR REVNEW. (4j OR50HAL P.E.O.BALL BEAR T14E DATE AND CSIONAL SEM.AND bHGNATUiW OF THE PROFESS/0HA1 ENGINEER OF RECD.M THAT PREPARED R. c IIID FLORIDA BUILDING CODE(Non High Velocity HUrriCOne Zone' J`AA`pL�Lft i7.1 j`C A,A' a 2015 IWWI 1AE1AL SUPPLY.INC. ��cFis' ' BERTHA HVTM I B�LTE �OiIA,S.S.FQ. Accordion Shutter System v: i = American Shutter S stems HV BADE CR YJ/ W10 EIV.HRAS14 RACE p,• syr / Y DESCRI(71Q'1 DATE ORA1N TT': N.l. AAAIII _T>II•'� TiLIl7 TESTING fc ENGINEERING COMPANY Or a s5 NLN. u.:a.ws,vJr1 arxs.nKRw 337 Association, Inc. 1 OLD D i-192 4/13/15 GATE. 4/13/1:5 (305)571-1530.Tai:(305)871-1637 ''-1 GFI WCStrOOds Drive 2 OftAWING No '��'•'•A. �e� �-rtI�'I Gla-aa:�N� Wt Palm Beach, FL 33407 3 ,qhs/oA•AL••..ENG; ,KALIFPEDA�OTIG(�+7 NJ+.PPZ < 15-085 A/TIIDL SHEET TLORM 11G 1"167 s P.E. SEAI.7Itf�iiURE/DATE 6 I OF In 5r 1TA 1N.DQ woc� � vAWE6 1 493• ice, 1.91a' " 0HV 90•/180' MRTER I 3{�HY UNIVERSAL FLOATER r COVERED UNDER US PATENT j 5458179 QUALIFIED OR USE WIOWLIFlED FOR USE W/ HV BLADE(DIN 1�HV WINDOW B enI. 6005-TS ALLOY AND TEMPER OpUALIFlED FOR U E WIJV DIRECT hV 6063-76 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOAY A11 TEMPER '3T3.._, 6063-T6 ALLOY AND TEMPER >n4__. 1. _. .124-I •y A95' Lio- 7 r , YI Y,}•---._.. g+ 1375' 0072- q,07 HV ADJ. ADAPTER W/UP �...Inm rYa,1i �N�Cs"ALK-OVER TRACK 910 ADJ. 00 BLKDE( QUALIFIED FOR USE W/HV 9�HV TRENCH TRACK - 6063-TsALLOY AND TEMPER BLADE i OUAUFIED FOR USE W/ IN QUALIFIED FOR USE W/HV 6061-76 ALLOY 0 TEMPER BLADE(1)ONLY. _ HV RAINGUARD BLADE 0063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/HV 6063-76 ALLOY AND TEMPER vA1.. 7.936' BLADE TT t' 1915' vRb6 1816- 6063-T6 ALLOY D TEMPER c I—1.917' M. •, �Er--O 09]' �L ^I _�• ;.-�.-. .�•� CO, 1_� 67 1_-� .093' T 093_id -- • 679ii.6$6' a -�1.fv 1(�3 HD CEIUNG HEADER/SILL1 HV HEADER/SILL ED r E(I)ONLY, QUALIFIED FOR USE W HV 61ADE 1 ONLY SEE SECTIONS FOR vAI.IDITI'� 6063-T6 ALLO1r AND TE DE QUAUF1ED FOR USE w/HV BLADE - 14 HD WALL HEADER/SILL QEF. SECTIONS FOR VAUDITY. OUALIFlED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLAOE ONLY. 6063-T6 ALLOY ANI) ICMPER L1 X K Y M71 t COMPOS A d TI TZ % Y ! @ 2- 5'MAIC.; 1/8 1/8* _V 3- 30.090' 5'MAY.1 0.191' M 192- 1�aSIDE ANGLES _--` 2� CORNER POSTS OUALIRED FOR USE W/H1 ALUMINUM ANGLES O 2.5- 7•MAXI 0.190' 0.190' pUaLTFlED FOR USE w/ Hv B`ADE UT QUALIFIED FO�T USE Y1/HV I BLADE 6063-T6 ALLOY AND TEMPER BLADE UII11 ONLY. - 5'MAXJ 0.139- -16 ALLOY AND TEMPER 0,117' 6063-76 ALLOY AND TEMPER GOBS hLORiDA BUILDING CODE(Non High Velocity Hurricane Zone "%A,%% `1`,11P.Ii 1"14" 61 20,5 EASTERN METAL SUPPLY.INC. ... C1/T BERTHA WTI., EN Accordion Shutter stem7770TEM O 1�,. Hv BLADE#1 w/at w/o KV.WNXN RADE "•I� '*s TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ctzo tIDa GATE I OAFFR Rr: N1 i{r= Association, Inc. 1 1 LSD It-92 IL Is Is OAtD 4/1.X/15 SiA7E O: !t ¢ SM-ha.3e s.V,,szS Va A GUTOZ,noaw 331 / / P:+c:m:(SJS)e71-1530.r.;(103;871-1511 4268 Westroads Drive : D� fj0itl0 ;`���,�� �mD 19,m West Palm Scoch• FL 33407 s DRAR'ING No S,.,,,.••��., %ALTER A R'1R Jr.P.L , 15-085 /Y OII A` .15 FLOR+OA L;c 1„167 5 SHEET -� P.E. Sr�iL/BIG115`�)RE/OATS 6 2 OF 20` ... 7d5 .. (:-- -_•-.�p.J3i' 11Kh� t 1NRW177 tNah.t�`tG t!d'-20^t 3- .745 � � SeSU I � T.6tIN'CO! DE G6i Lp .- A � v� mI DN1Fi1 i+XN^`D w+il 2._ rP1.6$itl2" i A o n 'o . _.• +'✓ .878• 4 LD=CAMM a,feUss CrtFmFx Y t ' ,.. "• _•. ,•�. . d K67S(09 04 iMRWC P.Af[LJ 21 HV CENTERMATE �'*. ,.3a j- "` HV LOCK ® HV EGRESS LOCK OVAUFl£D f' E ) & ONLY ? HU FLO I� ? �• 3o J- ? 0 c W+%HV QUALlFlEO RUSE W/ FN 6063-T6 ALLOY AND TEMPER) OL ED FOR USE W/ HV BLADE 7 &'I&ONLY 6063-T6 ALLOY AND TEMPER HV CORNER CENTER ay BLADE 1(�&eONLY. BIl,DE t t'�Rc�ONLY. � MATE 'f• 0 FIED FOR USE W/HV 01 ADEY�7+QALY •w•O.D. te• ""gg 74' _ 6063-T6 ALLOT ANO TCMPCR PLASTIC 7d T o�.} 1.766- �7,x• 4 2. L4 SCh- '"1 •I.:S3' t � .6 � AEYER RMTNG 1 14"15-20 x 3/4" eFfORE Rn ETa 1 4.0-20 RIME! S.S. THUR( SB CRE1N 1 1 Y.; ;� � srt4ls o44+/ylA6NJM txms-Ts Auor7 wz;E rwK;e xteu ww Mfi4£Rr,FACT'{G6L0.AS ux:ua,.-vr�'r 6r Awed. —� Fxcm r3tvATo�v V MALS "T" LO " ! 4.Scs __ CHERRY s�=",PAMPMr.,�JDA tr 07Z4 oR COWL 27 LOCKER FOR "T" LOCK GENTERMATE OVA IFIL"D FOR USE W/Hv BLADEri ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 t.LLOY ANp TEMPER OUAI.IFlEp FOR USE QUALIFIED FOR USE W/ HL' QUALIFIED FOR USE W/Hv BtAOE IOONLY QUALIFIED FOR USE W/FIV BLPOE(1)ONLY W/NV BVLE�ONLY. 6l.ADc'.{1ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPI .._-...__ ... '.13 __�.'• � c. .10.675'tem. _725'UO,. HD CENTERMATE W/ NO LPCKING RO (32 HD COTERMAMEG OUAUREO FCR USE W/HV BLADE T & QUALIFIED FOR USE W/HV H12 CENTERMATE'S iNSEgj `• 6063-5 ALLOY AND TEMPEP. 6063-T6 ALLOY AND TEMPER aaR�EEs t•Nm. _ OUrL.IF606 FOR-16 USE Wf HV '—ij4'4-7A -�S'i' 6De'3—I6 t.:LQY AND TEMPER t 711 tGLTN, WDL t u) -- � °° ��, fti5- 1.7 Ij 41T1NDD2 y j,OCKING ROD — t/.® HD LOCK OLIALIFIEQ FOR USE W/ Hv BLADE°Tt' '3 1 HV i/4" 0-20 AIS,2704 BY REGENT KAROWA4E MOMM LOCXS SERIES 233,1 ROOK DOLT LOCK. 6063-16 ALLOY AND TEMPER 6! HV 318"0-16 ACETAL !� 'SERIES S.S. THUMBSCREWS QUAunED FOR USE W/HV B[AUE(ij& 4 D ILL D�ti"+�r""CKSLFOR PROPER�WELME Mz'NT QUALIFIED FMWV!iIIf4,W BLAUE(D QUALIFIED FOR USE 5V/ W BLADE(t) FI NA BUILDING CODE(Non Higtt Velocity Hurr:cone Zone ♦N h` J7ji 0 2015 EASTERN KETAL SUPPLY,INw BERTHA HVrm -- t ■S■S■ Accordion Shutter System x RM BLADE#i W/OR W/0 KV.WDM BADE American Shutter Systems zCv.tai" DESCPVI*„ 1 wre I WAWN er: ML w,j TIUJT4J13 TESTING& ENGINEERING COMPANY �sss K." Association, Inc. Ma 11-192 A qa/13/)5! 4/13/15dam. ins.tax cA:tzm,:s7+z°4 VII - CLLR --=�2'� vnan:4s ya7t-75 0.Fcti:C )sst-,5st 4268 Westroods Drive WING No %!FF •-....���1`� `-" es7 v�m West Palm BeccF. FL 3riD7' s 15-085 �'YiYtrsS�D{�A„t�"�� rru�a A.run-P4s i SHEET _ FLOPZA U..{44 i67 P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR CIm �..._....� HV 1 HV 241 ! a/e c1 12' HV JR5, T HV BLADE 1 BLADE .06 W WNDO =•3=,.062 k{V BLADE iJ. ,.,...,..._., ._Y �✓ \I .' 23' z-z A&.^S5• li ® HV LONG RECESSED NYLON BUSHINO t :�ycj III n KNe.K� Y 'm 0 !,,,1875' r (TYP) NV SNORT RECESSED NYLON BUSHING IN NYLON HAT WASHER @OR� t�`t'�"� � FiAr PARt10N y � 1= au IAG ' / 4� 1N WHEEL CARRE AISI.3C2-3,13 SERIES r I I � 4 j>• ,) n � `/ea 750* X e.870"x3/16'T}iICK NYLON WNEEL. �"1- I I �WL�.l i=lcLL{.7yr� "j 2 7/8-NW, 0.188'9 ASI 302 SERIES S.S. RIVETS r--.1. =-;-i3wa � AROW as, OEtYiFfl+ .0625-13.?:A3' I --- —iass' ® HV 1 3/4"ACCORDION PIN W/ dA HEAD * EXTERIOR i I I a,�a o v I o't SLADE 5 3rGa'TSL T .><.,00' i{V 2 3/4'ACCORDION PIN WI§$NEAD I q1_ 7P'0 o '`� '�'" � W 2 I/4 _Ftti f POLYCARBONATE IMPACT RESISTANT HV VANOOW I o r 1,. 'i I E�'t TYPICAL HV WINDOW BLADE AND L.— POLYCARBONATE HV WINDOW DETAIL ©OR or REOU0tE17EHT5) TOR I �\ *PDIYCAWMATE IMPACT RFSIS'TANT HV WINDOW BAYER N.AKR000N 3103 POLYCARBONATE * in i? I 112 u21.CtiA# CE RESINS, UV-STABILIZED GRADE OR SASIC g)��EKS AT EXTERIOR BLADE KNUCKLE FOR 111, x 4 �,-10 b,-,OF t�;0�7'U INNOVATIVE PLASTIC LEW1 103 RESIN ii r- I ®OR�-- I ( _``__ i f Il.'! (SEE NOTE 'F' ON SNEE"f 78). c+�.{ I L (1) HV PiN SHALL ALWAYS BE USED AT ALL EXIERiOR B077'OM KNUCKLES OF FIV ACGUF2UIUN SYSTEM W/ Hv1O OR �; t I POLYCARBOWTF SOURCES FOR 45 HV 1 BLADE. TYPICAL SHUTTER ASSEMBLY i i EXTERIOR ,��r r N.T.S. ]v11GN.PT.%EIlrFS ;W✓�9 aa.ww.x If •NY PIN©OR 0. AT R 4pI (2) I-IV PIN @ MAY BE USED IN LIEU OF®AND ONLY AT' EXT IaFt EXTERIOR BOTTOM KNUCKLES OF MV ACCORDION SYSTEM W/ HV Q W 324- I 0tA, KNiC%L, {I Baca t Z (SEE NOTE FOR 5xiirlC trvxir � D+a: mmu M+' Bou a/n BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET' 7. .04T, I 0 I REauIRcuENrs) T:'P.`. i if%`S TGD STIOJ=:Y KTU SDH 444 0 i 4`,.AD asi. (r) HV PIN @ OR @ W/ 1/7.' O.D. 1/18 T14ICK S.S. WASHER R1 ASN / } I suavru wulw ASN Drn> Num ca.c :aYsoD Baa. SHALL BE USED FOR DIRECT MOUNT INSTAI LATION PER DFTAIi, X, a `�' I' I SHEET �G ��,�"� j� i I n,a7n r.-mD AST+txu� re r,n-air. WHEEL CARRIAGE DETAIL svo-z "5� aux: aae:wz ,S, EUBLY LAYOUT rats or Duaac A"D[as a+airs c-I a. ND4 DIM IoW'( 000 r i•8L'£eSa•S Asia C'm 1r WAC�R7�m'li+."M KNMI" A— (1) 1) HY BLADE SOLID & JA HY WINDOW BLADE DETAILS wa1 .41_: Awe; FLORIDA BUILDCODE(Ron high Velocity Hurricane Zone, �`\�o�"r�ZER A.l%j'•,y,�� 0 2015 EASTEkW mcrAL slaw r,INc. BERTHA HVFM - �Tl1H AN ® w Accordion Shutter System RV.BLAX#1 W/OR W/O N.V.WWW ELASE It American ShuHer Systems ; = TILTESTING & ENGINEERING COMPANY Y ''°". a zr.,ao - wrE UFALN ar: 'u°' P.. r +f Gr am., . .M r_Vt }w.wr; wmd.FIVII sla Assaclation. Inc. c ?t-taz i/lafis tuE: 4113 1Z Jr �`- e;(w5I871-E 530.Fm.-.tazsa,=I-vu+ 4268 Wesiroads Drive 2 Op ` DRAWING No o:-wt:u. c:w.Dr:Drues! Palm Beach, FL 3307 a 15-085 QNti�'EyG`0 w4 104 n ruff J1.PE. a P.E. {'JtL�t�lOtSIZJREjDATE CiiA7G1 5 SHEET a d OF 20 �aa k *NOTES ON HV LACKS AND CENTERMATES: e 1 ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN DSH ELEVAl10Y FAN LOCKOB�O or�3'2 OF BE USED AS A UTTER:SPAN�NSIDE OR OUTSIDE SPANS UP TO LOCK,ATT/CHED TO5.AND FOR �7 IDtiS�� 1 CU"SO 4TES W1(2) i f4'0-2A x 1/2'LONG FLAT HEAD S.S.U.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER AT1DN. y. 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TWO W Sfi4i BE INDICATED USED S AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CEN03UMTES OR t� LOG N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. t 3. x �a d2 IS USt7D Wh4AT N.Y.IDCKSTI LOCKING R00S ARE NOT REOUIRED AT URR11=4E POSITION.BUT MAY 4` 6jad0)Oo � -�°`'Ei BE USED IF OESTRIN TO ENHANCE SHUTTER PERFO.MrJ10E LO(Y(ING RODS OR AN ALTERNATIVE DEVICE ANY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ft,ONE fN TACK t` BAU.BE USED AT CORNER CENiERMATES FOR ANY SPAN A �7II AND DISTN1ATIDNS AT ANY ELEVATION.HV LOCK or SNA L USED IS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO COINER CENTS RMATE W/(2) 1/4 0-20 x 1/2'LINO FIAT NERD S.S.M.S.TWO LOCKING RODS AT TOP Sc BOTTOM SHALL DE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXWU SHUTTER SPAN SIAL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ' "Is- 69 ( � E S OC.'E ALTERNATE W LOCK MAY 8E IN UEU OF HV LOCK Dr FOR ANY SPAN a ----Il--- jYr NI^ii ALA'=AT ANY ELEVATION.AL NATE LOCK 2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4-S.S.TNUMBSCREW TO 0 OR Q�CEMERANTES SIMV BE MADE W/1/4'0-20x3/4'ALUM. h�� RNNUF AS SHOWN ON SECTION WE.SHEET&ONE LOCK SILVOL 0£11ScD AT 1/2 OF SIMMER SPAN OR TWO LOCKS AT 1/3 HUS OFF TTER SPAN. 6.MANDATORY COSHUT M FOR KEl51DNE MOLLMONC NSTALLATIONS:- ONE IN LOCK B or 0 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABODE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP } II To,W.AND FOR RZEALLATIONS AT ANY ELEVATION.W LOCK(8 or 0 or Q MAY BE USED AS AN INSIDE OR ,IN 01 INOE LOCK.ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4=20 x 1/2-LONG FLAT HAD S.S. SEE 00 --L t MS.LOCATION OF LOCK SHAD.BE AS INDTCATW ON TYPICAL SHUTTER ELEVATOR.USE OF LOCKL14G RODS�W/0 CSTKLS ON }I� L� 1 OR @ TOP AND BOTTOM IS COMPLEMY MANDATORY. DETALS ON D r (CD N 1 J % L Y F D R M T 9iEF.TS 10 h YYY is m• " � *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 CENIER6NTE %;- ONE ALTERNATE HV•T'LOCK 60 NAY BE U iMLED IN UEU OF HA LOCKS OR , FOR NR'SPAN AND t'„4'W �. •l'�'"rxr ! STAIIATTON AT ANY.FI NATHNi.N.7EiiHATE LOCK(i0 MAY BE USED AS AN INSIDE OR OU SIDE LOCK.ARACHMDfT CJ+ 6+ $«'O OF LOCK INCLUDES USING REINFORCING LOCJfER�9 AS SWWN ON SECnON HVG, SHEET 9•WHCH MUST BE T- -) CONNECTED TO CEINiERId4TE5 @ AND�j W/ 1/4'o-20 1 1,12'LONG SS THREADED DOLT W/7/8'o z 3/32' (� WINGNUT OR W/lleo-20x1'S.S.M.-S.INTO A 1/4'Ox 5/8•RMJT.LOCK wy EE INSTALLED AT MIDSPAN OR 12' • call•O+ MAXIMUM ABOVE AND BELOW MIDSPAN_USE OF TWO LOC G RODS TOP AND EOMM IS M09)ATORY. ®• a t9•�ata .0 E C: T ES: 1.yp • / : ONE ALTERNATE NO LOCK©M MAYBE USED M UEU OF PICAL � HV BLADE SHUTTER ELEVATION tiv Low . OR q5 rOR ANY SPAi AND INSTALLATIONS AT ANY ELEVAPAN ALTERNATE HD LDCK a MAY BE USED AS AN INSIDE OR OUTSOE LOCK.ATFACHWTNT OF HD LOCK O�TO 0 IS W/3 IS x 3/8'F.N.SSA.S,AND INCLUDES RONFORC'EMFNT INSERT @ AS SHOWN ON SECTIONS HDB-HL3 AND IlDC-MC•SHEET f0.LOCK MAY BE INSTALLED AT LDDSPAJ OR 12-MAIDMUM BELOW OR MOVE IADSPAN.USE OF LOCKING RODS @ IS COMPLanY OPFKRUL A BUILDING CODE(Non High eloci;y urricone ne FY A,r.�C%ry, 02015 EASTERN METAL SUPPLY.INC. \)CEKs� ,r/p�-= —�-�oim.- BERTHA HVT„ IILA,S.S.A. Accordion Shutter System / FLY.BLADE$1 W/CR W/0 ETV.WIMM EAADE *1 r T1WT TESTING & ENGINEERING COMPANY AmOrlCOn Shu"ar Systems t�aenax Lure Druxr or; Y,L �: $--ATE OF Association. Inc. I ca 11-192 4/13/15 DMT </1a/,E• �+` Si:3.N.X..%Lt.5L,515.SS.Y.SCarA yM^WhS.RW1At 1\f •. Rt :(Sa)en-1530.F.-(305)371—IMI4286 Wesfrocds Drive zDRAWING NO , F .,, Get'`, r- w a91. West Polm BecchL 33407 a "y S/ONAL 1�L,0 na: -Ts A TL.LIF a%PE � �5—OSS P.E. SFJL��%`31ISRil11F1RE/DATE FLCIMA Lk.P+4167 $ SHEE:' 6 5 OF 20 CONCRETERED M.11ORS ,. coNF FCRETE (SEE SCHEDULE ON SHIM 13) 1�iu OR On"NG -0 `Fsc1DD%AM y( R2QUIRED MM GLASS-. -'�i,FM 9ste gam 1EXamG ��4� - OUSTING ANCHOR LacArm 110.3/4'RID(WASHER HEAD 1 1 as 13 M 15 c aM uw ID(scrEws o 12'OX � E� tJ a/ u�" cosec SCH ANCHORS OR ZJ ! CO. = 7 I CON scxE ANC oN sxFrr 13) 0-"' APPLICABLE �f SLAB F E1(t57iNG ; L=c=----' a' *' i� � Y�jf/ / /// rPawa5� A 2 EDGE OF to PUCNAE �.0. -0.-.� U9U'..hIF PDURED POURED-i _FIAT FEAR CONCRETE ANDIORS " I /` / / �` II. (SEE 5(7'.E7)i1LE ON SHEEP SA) !ne° n qac 1�! . .._t.....f, _. RMIREo Lr r wva cal aEz w...roRs +�oDFtn a van,v NN OR g�cor�r„•RE" 'TE axmo✓t S9 REDVRn I- —E,a.•--_. --�a (sFe sGxnulc aR st+nT ia) I1 .LUNCH INSTALLATION �_. ONLY FOR UP TO+70,-75 PSf A.S.D. Q HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER I� IAV FLOOD INSTALLATION t SCHEDULE#a, SHEET 1t C 1 S 10 1 cactu-�:te ANCNORs 1 (SEC SCHEDULE ONS /{a rw Qanex uao x N� wren n1 ( I �« —� siT .5) 1 "•_-wv j , , E%t57dNC T.,_�..... lEpa0.ml'at i/a1:Fmv q 1YISTWG EX7ITING--i .avv m a v mss-' "a.v>„u1a*a Fu vxM tfa#nvEM o a/ GIAn ��� „1 --o _ ne me Da 10 c-o-saw AM a.cTaRs>F.Ns uR=nvN Cl­ OT �...' fiyTFt+F,rh� '� "T=g" ,J2- Uauf/ TEkSCREWSJ •A YT7C SCREWS O 9•a-C. _ h11{sbf4'OR 1/{"a-2a SS MS CLiNCREi'E AN CIii11iS ( -' 6 •l'J O 9• »wuNrri/NUI O 9 O C r-^-(SFE SCiEOUL CN ( I, T.�1jr. i s+cEJr 1,) t7 aR 18 /2 ' -,-- I f t7 18 I ,.zoo uin m tom na�ms EDGE aF ♦ 1 j_ 2 EA J r ✓, ,� ` i st3 a F.H.S.D.S. +. OIY 1'.rtc 1E r !h t ./e•� •1�/s•- / / r Actuc �- V I_la+ a s•oa tea, -CONCRETE ANCHOR,^ '^SPg,Hai"131D) Y` POURED cax TE� (SE.SCH-�as, OR S1EET 1 sEE NOIC 13(5) xI - CONCR FLOCK Er 14) Rr�a tyre ON SH-r 1 HEQt!`RED OR CO•WRETE ELGCK r OURED ICEY$[QNE MOUtiTiNC INST�LIATION KI HV WALL FLOOR INSTALLATION vim I.R c sp �'� "x-n'� coN:RETE L„1 HV WALL WALK-OVER INSTALLATION YA%M.L;>;IS1Fa g"w yip' 1V GUARD INS TION M: N�}TF raR CAMLTWT'aN OF S£C[{�Yt z�. REUOVAME WIN PE MUMED E.D, m EDGE DISTANCE ,1p;FCENr TO AN OPEP.A-AE EXR 4�'' tiA,'TO."OF I15C FOR I-SEE ASSML�xEET{FOR (SEE SPEC S AIX N5 aTE E T ,�, DR E72 SAY �E to ON SHEET 19 _ INSTALLATION DETAILS W/ n HV BLADE 2-MDUNIINC a a?$CAN E E CauE i[D ill AYY W.AY EC7 S!ST AhY IN5TALLAFION. CE©RDA BUILD NG CODE(p OfWgh Velocity Hurricane Zone �1���R I♦..rJ����tA�t 0 2415 MSTERN META.SUPPLY,INC. 4 • _ BERTHA Wi, & A Accordion Shutter System ■ ■ ■ m KV.aa�E f#1 W/CR W/O KV.YMWN RAM American Shutter Systems y, ascXn a aAT aaAwv Nr; u. WE UI: /�, TTt11T TESTING& ENGINEERING COMPANY Association" Inc. i OLA 11-142 {ji7j151 rl7E. AJ 13,i;S yY.S NII<Yn'^,.9 S St4,t°F:�`.>Cmn-an,nmZ 1: Ar?(•Y8R'e5G'aoS F)( Ci V$ 2 ©P•AWING' NQ ��c.:•. 1 '�\Z i407 _Q.A� West Palm Beach. FL 33407 3 15-085 NATER A. -P.f., t P.E. 5E'ILf SI�'N?4TU1RE/DATE FLOROA Iw,F 44167 c' Sh I OF 20 POURED CONCRETE OR `� POURED CONCRETE POURED CONCRETE RCO CONCRETE OR CONCRETE OR CONCRETE J / DR CK WALL NCRETE BLOCK WALL. `RECUIRED BLOCK WALL REQLWVD T.�-- FROCK WALL REOV;FED BLOCK W/LLL REOIfEREU EXtSnNG cuss E1asT1Nc cuss /f CONCRETE ANCHOR �UtlSHNG GLASS < ._{ �..�._� — f 2•yip ING GLASS G 16'O.C. /'y f rea 9PCfi4UDR l -7'' F To CLAM(SIE Lea S PARA IN 1D p.Ass(SITS w•a'FPWMOv ED Ea mL M+ lig mDR Fay Ono ro wss ts� MILE oN BEET T/1 a Ya MAX.---" ON sm 19 FOR 1 SCHEDLILEFS p�Aw ', so®tE a1 BEET 11 FCR EI 19FOR•o (rasa-Ts)rnNr: aADrsOz<FEA ON SMEET m FOR T/2' 1ai s iia F�aR� ON 9fEt 19 FAR ALUFI.CLOSE2t (LOCATE p 1{ -1 k Q5� PUTS(LOCATE f \ Fnr Ox Q� T— `� FzwFsma QA Q Al MEN SIDE � 1 f( � � 1 �{ 1/1,•wp. �O) I 4F USE I'on 2*orae (A$APPUCWILE)Y2•YiJR•YO•-2' i �loY1J2'SM.5. I —t J+oA1/a sus �" uvwNau aur ANGLE tY i5'O.C. (1 1G'tl.C, —_—'� ___ _ ¢ � (6063-76 ALLOY)III AT WDNEka9t 111��` (1),11 oY,/2•s.m.s.To®u (2)/4-0 TAPCONS nNCNOFts ro WALL AT I.O.C.(LOCATE AT 0 SEE DWE ETA x Fog,NNECTION jOR:�\ MHEN SPE ore)) 1 OR 7 OR & SISI DETAA.x rOR 1 OR®' To TTv R Ks SEE DEM x Ff SIDE CONNECTION EESIDE CONNL'CIiOK a s.Tse. C��- To TRACKS 'qZG..', .8 o.0� (tJo�'� To TTc cs C67 O 0-0-0- 6 O - -@ d -�ted @��@ �a0 �� a• a®.® @a0.0®,@•Q-+5 -&a E O a 3 END CONNECTION DETAIL 10 4 END CONNECTION DETAIL END CONNECTION DETAIL(J2 4 RECIMED ONLY FOR SPANS GREATER THAN 12'-C POURED CONCRETE OR EXISMIG /•--CdSluac cuss CONCRETE BLOCK WALL citis ® 4 REG UFRETI mawvs7s 61 +/2-S.na ^ --- TO�(� T5 .a � AW� Y __ t9 \ ( �� s aROO� f �i ruga Ta�O cc? wN. uaF sir ON 4ETT 19 FCR ANCHOR© .. 11 FOR RAX(i)gm CONCREIE'� sNxs Ok Q,A 12.O.C. a+Sw 19 FOR d I •_----- ".. OR 1 oR 1 /C. _..__ p 1 C. 1 EO 1 z yl I 5 z wp. sSEE uPLACEQ"oTKr"'sNa s" @oR t�oR�DR t VIEW j t OR (W PLAN / TE OR d OR�' gdm�o o-oma®a oac�o�© ®a DETAIL X TON CLk1..RGTc I,ECONCRWALL RFfiUIRED E �—®•tO•Q�iR©•O•®w 1 HV BLADE OR aA HV WINDOW BLADE INTO �CQ•@�0•�'p•©� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL n5 CONNECTION DETAIL6 �0 0�@ 0 Q add FLOW BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASIERN METAL SUPPLY,INC. P J,, BERTHA HVTM ay`� CEd `•C � �-fi �co , "' Accordion Shutter System _ rc. s ■ ■ ■ [IV.aAW#1 w/CR W/O RV VAMM RADE ld� 7k` American Shutter Systems M.w Eccrx,rox 0trz mw4 er u TILUT TESTING & ENGINEERING COMPANY STATE OF y a.•x t'w seta s..s,•.3C,vcrama a saaxz n sza 11c Association, Inc. OLD 11 792 ijf3j35 Chi:; Sj'3/1S F.:(.'0+)371-031 426E Westroods Driva 2 pr h'a NG No t� ., GRl c-met:w:�Pssoo+. West Polm Beach, FL 33407 3 ��f'in'rcS/pAFAO�N�+" wuTEa n{rnERI .rE 4 15-085 FM A` Uc,1 44167 5 SHEET p. . Ste} gVA4URE%GATE 6 10 CF 20 SCHEDULE U1 SCHEDUL #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN 'L+"OR 'L-' MAXIMUM SHUTTER SPAN* 'L+' •IMUM_ SHLTTER SPAN*'L+" "-' ,IAT1SlFGE1dO • NOTES: (1L).FOR LAT (ft). OR -L-- (,L) FOR R 'L- (1t.) INSTALLATIONS & or or INSTALLAi10NS W/ Ytf CONCRETE& WOOD (t)L+:MAXIMUM ALLOWABLE SPAN FOR A GYEN W/ONE H.V.LOCH 0r 0r or tc & W/ONE HV LOCKS MANSORY POWIVE AS.O.CESIGN PRESSUM turN:. HD LOCK Wj NO LOCKING RODS or ON"e HY LOCK ar or -'-'— L-:uAx.Ay7.GwwA&tE SPAN FOR A GrrrYd NECATn+E CENIEF,MATf-S & W ONE hU Y Yf/NO LOCKING RODS OR 1M/ NO LOCKING WALL A 8, C, D. E, m, H.0. P. 0. A.S.O.DESIGN PRESSURE RATING. / ODS MOUNTING F.'K &L R. S,&V. LOCK® Wj RYO LOCKING RODSS5 TOP & (SEE NOTES t T?) (VAUD FOR MOUNTING(L)i (2)PROCEDURE TO DEIMMINE MAXIMUM SPM FOR BOTTOM SEE NOTES tt !, SHM 7) 1tOOR/CEILING G, H. I, 11.J T, U. W&X WALL MOUNTINM(TOP/DOTTOM)OR FLOOR/CEILING: CO'4ORETE&WOOD LNSTAlATIONS V CONCR.r..&LYOOU CONCRETE MOUNTING & M TA rg uu LIE INSFAI n tk.tc GNEN A POSU'TVE AS.D.DESIGN PRESSURE PAYING. ASO.lXSo7 ASR i4A. ASD.GL1Kii I/c"siYJNSLVIX nassrs WALL MOUNTING n00R(COUNC FRCMAV rr+ll M=me �C s pttXlrlCi4NC yqu^YR7M DLTE A N GATIVE M SPAN 'L+'FROM scfiEDULE. tt +c GNEN A NECATNE A.S.D.DESIGN PRESSURE RATING, Rar+C YOUNRNG �` RW2/fEH➢a, ON (4WetN 3 _ (.�p4 1 (r �) Ft00RMCl >tamnc �- DETERMth":MAXiMl1U SPAN 'L-'FROM SCHEDULE, €t r'7T L_ _..,L C'1 1-[A• t\ {W L-W t s{.J L-110 0 MAXIMUM StWTIER SPM•L+•OR-L--FOR 30 OR 70'-0' SG-0' 1b'-0' 16'-0' 30 16'-0' ;6'-0• 30 7B•-O• 16,-0• IUSTALAT70NS KID WOOD SHAH 8E UMOED T4 F7N4L MAXIMUM dSOWATT.E SPAN t5 EOUAI.TO TFiE .05 peT Ass) >S£"i7GN PRESSURE RATING. k-&m M OETMuium SPAN EErwB:N 14•AT-n 2 35 1414'-1U' t5'-� 16'-0' -._�$_.._ le• I0' is'-70' SS 1S'-2' tfi'-lb' -40--� 73'-70• 15-10' 14'-2' 1S'-2' 40 73'--10'- 13'-11)' a0 14'-2' IV-2' (3)PROCEDURE TO OETERMNE MAXIMUM SPAN FOR 45 13'-1- 13'-i' 13'-4• 74'-3' 45 13'-1' 7S'-I' A$ 13'-4' 14'^3' 1• HJ CORNER CENTERMATE¢3 MAY 9E USED AT AL.L COMBINATIONS IN BETWEEN WALL NOUNpNO$ -"-." �— _ MOUNTING INSTALLATIONS.LOCXMC SPECIFICATIONS W/FLOCR/CF7UNG MOUNTIWS 50 t2'-S' 72•-5• 12'-8' 13'-T' Ef0 t2'-5' i2'-5'_ SD 7 3....,_....13,-)„_, SHAL 8E AS R703CATTIJ ON MAv!AartYLir'CONDITION iz �55 11'-t0' 11'-70' t2'-i' 12'-tl' S5 tl'-7U' 71'-10' Si--- 7t-1 7-tt' FOR A G"7CN POSTTNE lS.p.DESIGN PRFSuURE ,.. __ NOTE i5.SHEET 5. RATING: 60 (T'-4' 71'-S' 11'-Y 52'-4' �....� it•-U' il'-4• 60 10'-2' 70'-lI' ._-__.-.-._ ._._.-_..-......r...........- pfTERWIM; 65 )0'-!0' tC-10' f 1'-{' it--11• 65 11)'-10" 10'-10' 65 9'-� SD'-f Lt+�llhX,SPAN FOR W'AU.MOUNTIN('i tNSTALLATiPYS. 76 71)'-S• t0'-E' 1G•-9• rt'--3' 70 10' 6' t0'-6' 70 8•-9• 9-4' Li+,&AX.SPAN FOR FOI8/C0LSda MOUI41ING .•75 10'-1' t0•_t- 10•_1" 11'-1' 75 -.-..10•-1• 20'-1'- 7`+ - 6'-9' ttDtcVT T1.AT MAXIMUM SHUTTER SPAN 1+OR itiSTALlAT79N5. 80 e'-t0• 9'-t O' f0'-0• IV-S. 80 9'-70' 9'-10' 1 A:0 MAXIMUM A&D.OESNG PRESS?•.M RATING FOR FOR A(."VEN NiY,ATNE AS.p.DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 3C'-tl' _8a 9'-ti• 9•-6• it•6TNIATIOFS INTO CY,A7CREIE OR COtNCF+ciE .00% RATING: 9'-S' .-10'-1' 40 9'-J' 4'-3:.._... S7NIL BEE UMRED AS FOLlAW9: DETMUME: 6"-9' 9'-2' O'-50• 95 9'-U'-- 8'-9 t- CONNCCTIONS TO KETSTONC MOUNTING Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. TOO 8'-9' S•-4• 9'-0' 9'-7' 700 0'-9' B'-s' LIMITED TO,'64,-72 p.s.I.AND 9'-C-SPAN. S£C L^ MAX. SPAN MR FIAO.'-./C0UNG MOUNTING _ MOUNTING/V ON SHEET 7, INSTA.44T,Ot1S. ' S 6'-7. X 8'-9' 9'-4- 105 6'-7'- _.77-iT•... t 10 8'-4' 7' 0'-7' 9'-2" i 10 6'-<• 7'-7' FlNAL MAXIMUM ALaWAf?LE 23'.N L+^EQUAL SO T.tF, ...._ -...-. _.. _._._...__. MNWUM 9ETWF-t1 1a+'.•E�+'.17 Adp ss 6 4 6-7r s.__.._': 7' 3- SEPARATION TO GLASS SCHEDULE X20 8'-0' 0•-11• 8'-2' E'-9' 120 6`-0' x-71' ..-._................. _... ...-._......_...�.._...... (U)GO 70 ANCHOR SC7+Ec F WITH FINAL bY\XURiiM 125 T-70' G•-6' 0-_"-9' 8'-5' 725 T-10• 6'-8' ALOW.Vs1L SPAN 0.Y0 NEGAttaE A.S.D.GESSGN 13O 7'-Ir 6'-5- 7 -. 6'-r 1xi.�_ 7•-6- s'-5• MINIMUM PRESSURE RATING TO OETERUINE MAXIMUM ANCHOR 135 T'-T W-2' T-9•... ?'-9' 735 r-7- —�.__. WIND ZONE SPAGNG. _... 0 .,.,.._.Y-5•..._.5'-it•...i'_j• T••6' 140 r-s s'-u• ASTM E-1996 SEPARATION 74-30 5'-g' 5• 7._3._ 145 i'-3' —s'-q=...... TO GLASS 150 V-2* 5'-7* V-4' 7-0' 150 V-2' S'-Y 155 r-b• y-v 7'-:" 6'-9' tss 1'-0• 5-5' i THRU 3 160 W-it• 5-2- T-t:_. 6-7- 190 6'-11' I 5'-'.-•.. - T65 5-10• S'-7' 7'-0' 6'-4' 765 G'--10- 770 6'--9' --4'-11- ti-11•- E'-2 170 - 6`-9" 175 W-1' 4'-a• 6_y V-0" 175 6'-7' +•-9' 180 6'-6• ._�•_6:_. -C,_a" 5'-1U• 180 V-6' 4,-8' (� H V B LA D E 185 G-5• 4'-.S' 6'-T 5-6' 19S 6'-5- 4'-6' 79C 6•-4• 4'-5' e.-4. . 4.-y. ..._....-....._......_-.._,..,-,.__.._.__.._.._ _-_-_ 195 d'-3' 4'-3' 0'-1 5'-S' T9S 6'-3' 4'-3• 200 zD5 6' a"-e 6'-4• 5'-3' 200 6'-2' 4'-2' RQRDA BUEI�ING CODE(Non High Velocity Hurricane Zona 1)20,5 EASTERN METAL.SUPPLY,INC. 1U1fi1tNif.. BERTHA HV 11L IEC O RIMC. �Qe�®��.�® Accordion Shutter System __----•'•'. _ RV.MME;"Ft Wf CR W/O H.V.WNIV t HALE American Shutter Systems Oe""DN M E MI"9:WCLy1 c. TILLIT TESTING & ENGINEERING COMPANY Associations IRC. TY-Q 11-792 4(13/':5 UA7, 4j13j71 ' .. 43.`.5 a'W.SStn.R.54.3W.,•FYa.YA OAt::"Qf..fid><2Ca 331f •'.- 1 t- •—;= '� ?^a±sa:<3.'sr'i677^75314.F;•Y:(-?OSi6T7-1S.1 {26R. 1S'�85lrOPt}SP('•rit'0 2 DRAWING N0 tte:aw:a�.K West aim Beech, .L 3340% 3 O� •.FtOFt4�.•���a wA TS A.TTILU-J•.P4 . 1 rJ-©85 nam UG g u=.67 5 SHEET E`Ifir`S� jJ1 ilrFr 11N�E/DATE e i 1 OF 20 MAXIMUM ANCHOR* SPACING fin-1 cr-.l±cMr UI_F FOR A GNEN MAX, SHUTTER SPAN_ SPECIFiCADDONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEF MOliN1VN05 1:G a H DN SASSES 5 a 7) I.ANCHORS TO SURSTRATE SHALL RE AS FOLLOWS* Paw=oa"CrEr omIcR E(LOON POW*D OR14E1I (A) 70 EXUTiNG POURED WHM7TEIE;(M9,.rc-J k1H) E('WALL SILL MOUNTING @ CEILING MOUNTING @FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WBTH ADVANCED THASALFORY TECHNOLOGY ANCHORS,AS MMUFACTURFD BY LT.W.BUMDEC.(IM.Yc =3 kap WAX ANQA4RS SPACING I_O= -1/4.0 X 3/4'ALL POINTS SOLA-SET AHCHOM AS D'SIRIBUItD BY ALL POINTS SCRI-X BOLT&SPECSM,TY COMPANY.(".Ye =3 N9]) (1U R]a1 NwK Kam 9Atc I76G1 bE=K mmm RONO Ot�D1161 K tFS9R RM -1/4'0 BLUE TAY CONCRETE ANaNOE6 W/CAP AS MANUFACTURED BY FLORIDA FAS ENEIM ORECT,M.(Yo rc.2 k') 30 40 60 7590 120 160 2D5 30140160 n 160 205 30 40 AO 73 90 120 160 20.1 7APLOT WITH-CONOR - 1/4.0 TAPPER+F1Nt]iD:S AS W1::ITACRlfiED Bt PCYtJY'f/STE7LER5,INC..AND p'S[REUTm 13Y ALL F'O1NTS ',tALi&SIECNLTY a 1 5 14 12 t0 0 e A e 0 is 1 toTAP 9 a 0 6 c 7HAFCON WIT TEC ADVANCED COMPANY OR ANY OTHER APPR'BYED LICENSED OR AUTHORIZED VDMR TEGISTERLD Willi TE ANERIM StI1UTTER SYSTEMS A:SOCLITION.INC R u t4 13 10 0 B 6 6 6 14 12 10 9 6 8 6 5 14 12 10 9 8 B 6 8 ALL PUNTS SCUD-SET (Mm-rc-3 kn1 14 12 10 a a a 6 7 14 12 10 9 8 8 6 6 14 12 70 9 B a 6 5 BLUE TAP W/CAP tO1iS1 14 22 70 0 e E 6 7 14 12 ID 9 0 D 6 0 14 1 10 9 8 B .g Ai)IBHM{UM EMBEDMENT WTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THR90FOR9 TECFL40LOGY ANOWRS AND TAPPET4 14 12 20 9 B 1 5s Al 14 12 10 9 8 e 6 6 14 12 10 9 8 8 6 5 TAPPER+ /9NCH1OR5 IS 1 3/4',Aro FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0• 1a 12 tD 0 A B E E /4 12 /0 9 a B 6 8 14 12 10 0 6 8 B SS , 14 12 10 9 6 B 5 4 14 12 10 8 a 8 6 45 11 12 10 0 B e { 35 A2)IfEMBED"N EMBED"OF 1/6'0 a 3/4'ALL PCO115$pUp-SST ANCHORS DULL 7/B•INTO THE PWm ROONQtETE NO FY8cD41EM is 22 10 9 8 a 8 45 /4 t2 TD 9 0 5 6 53 N 12 1D 9 8 8 a 4,5 INTO STUCCO SWILL BE PEFoAnw.1/4.0-2D SMACNNE SCREW USED SLit2L BE 1 1/2'LONG MNBMUM SHOULD STUCCO EI67,AND U 12 10 8 73 SS 35 - 14 12 10 9 0 8 6 5 N 12 10 0 S 7 551 4 • 16A*A11016 tt2 fOR i•MOM"FOR WALLS WITH NO STUCCO, S'-O• 14 12 10 9' a 0 6 8 14 12 10 9 0 A 6 83 la 12 10 9 6 8 �5_�43 14 12 f0 0 9 7 4 - 14 12 t0 9 8 65 5 33 14 12 20 8 45 5 JS i S A.3ill CAM•.$TiN7 PRECAST STOREPRECAST CONCRETE PANELS.PAVERS OR ANY Yf3+TFR BE FOUND ON THE O=NO WALLOR FLOOR 14 12 10 9 a 73 4.51 14 12 110 1 9 1 8 B 6 45 14 12 10 9 a 6 43 L175 ANCHOIM SHALL BE LONG 040LIGFI TO REACH THE MAIN STRUCTURE BE6ND SAID VAL FINISK s,ANCHORAGE SHALL BE AS ihU%ATED ON 14 12 93 75 a3 4.1 - - 14 12 10 f 9 1 8 7.5 1 55 ♦ 14 I2 1. - e a a5 33 NOTES At)a A. ABOVE.FOR INSTA LAMHS ON'NNYL SANG OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR _ ..._�.& IhSTALLATtON INTO EVS WITH METAL STUDS SEE SHEET 20. 6'-0. t4 12 10 9 e V 6 - t4 12 10 9 8 0 6 S f4 12 8 ISS'S S9 .__14 12 10 9 73 a5 ] -���li �12 10 CS 7 55 ��4-��] t4 12 SSI4 12 10 0 6 6 - 14 1210ObT514 12 0 5 4 (0) TO EXISTING CONCRETE OLOOL(ASTM C-00) 1412 8 66 SS 3 - 14 12 10 9 a 63 43 33 14 12 7 S 3.5 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED TIDNGNDFORM 7ECHNOAGY ANC HOBS.AS MVNUFACTURED BY LLY•BL%DDL7'-0• 14 12 10 9 a a - - /4 12 t0 9 8 7 5 4 14 12 75 55 4 3 -1/4.0 X•3/4'AL POINTS SCUD-SET ANCHORS,AS O1SrR;OUn'D UT ALL POINTS SCREW.BOLT a SPEQWTY COMPA Y. 11 T2 10 a 03 a - 14 12 0 73 6 45 35 I4 065 /5 SS. - t/4'0 BLUE TAP CONCREETE ANCHORS W/CAP AS MANUrACTIM BY FLORIDA FASTENERS DRELT.9C. 14 12 10 B5 1 4 - - 14 12 N10 6 73 S3 4 - 14 12 75 43 1/4.0 TAPPER+ANCHORS AS NAKrAGIURED BY POWERS FASTENERS,LNC.•AND DWRIBUTED OY NL PONS SCREW.BOLT&SPECXTY 14 ii 7 SS 43 - 14 12 t0 9 7S 5S 4 - 14 t2 9 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR PDGISTERED WTN THE AUERCUI SNJREt StS1 ASSOCIATION,RNC. -0. 14 12 20 0 B 63 - I. 12 10 9 a 6 4 - Ia 12 10 8 65 S JS - NOTES: .._. .-.__.. 14 12 aS 7 533 -- N t2 8 65 SSa 3 - 25 03 8 S 4 3 - - 8.1)611HAtUM EMBEDMENT ORD CONCRETE BLDCH OF TAA'DN,BLUE TAT W/CAP AtiCIADRS AND EARNER+AlNaONS 5 1 i/<'Ala TAP00.4 t1 12 93 75 0 - - - 14 12 2"5 8 W 5 - - to 12 8 6 ES 1 - - WITH ADVANCED TWNEJNDFORM TECHNOLOGY ANCIIORS IS 1'. 13 14 12 10 8 63 5 - 14 12 a " 5 4 9'-0• H t2 10 9 e - - -_ 14 t2 10 9 75 as - - la 72 as 7 �.b s - - 62)VKVUM EMBEDMENT`OF 1/4-0 X 3/4-ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EIfB=ED VITO THE CONCRETE BLOCK.RO ti 113 73 6 7 - - - ra I7 7 u 5]3 - - 11 6 43 33 - - - EMBEDMENT INTO STUCCO SHALL.THE P6WITTED.1/4'6-20 5S MACHINE SCREW USED SHOT BE 1 1/2'IDF:G WN1Utri SHOULD Snxw _.,..__ ___ ..__.11 .. .».., __ 14 12 a 0.5 4.5 - - - 1a t2�ft.5 77 d.1 4 - - N U8 7 55 6 a3 - OW.AND 1'MIDMDM FUR WALLS WITH NO STUCCO. 15 e3 53 4 - 14 12 0 7 5 43 - - 14 Ill 1 7 53 a5 35 - 14 12 10 9 7.5 - - - 144 12 10 e'65 S - - 14 12 0 6 5 4 - - B3)IN CASE TNT PRECAST STONE-PRECAST CONCRETE PANELS.PAYERS OR ANY VEN R BE FOUND illi THE oasnNO WALL OR FLOOR. 10'-0• t4 t 7 8 35 - - 13 9.5 s5 S 4 S - - 10 75 5 4 3 - ANCHORS SHML BE IONIC ENOUGH TO REAR THE WIN STRLCr•JRE BE)=50 EAI,FINISHES.ANCIOWE WILL BE AS I NCATED ON 14 Il 751&51- - 14 1151 9 6 S 4 - - 23 931J75, 5 6 4 - NCTES 8.1)a 82)A£OYE.FOR INSTALLATIONS CH VoIll.SODA OR EL'S WITH OR W'tTROVT METAL SRV.CONSULT THIS ENGNEER. OS 8 5 - - 14 7? 0 L.b 55 4 - IJ 70 5 FOR INSTALLATION,BET@ EFS WITH METAL STUDS SEE SHEET 20. i1'-0• 1♦ /2 10 - - _ - - 14 12 9 7 6 4S - - 14 165 435 12 9 6 45 4 ] 0 7 35 3 (C) ANCEORS SHALL BE IN$TAl1ED FOILOWINC ALL OF'THE RECOMMENOAnCN$AND SPEOF'ICATOlNS OF THE ANCJOR'S MANWhNiYEA. 14 10 7 - - - - - 14 TOS 7 SS 43 - - - is 65 a3 n 14 7 a5 - - t4 13 7 0 . - - 12 9 6 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACINC RELATOHSIOP FOR ANCHOL-M 12'-0• 14 17 10 65 5 4 - _ - LEGE OISTAHCE YERSLiS roAOINO c+'HEDUL FOR ANCNORR• 13 OS 45 - - - - - 11 1 6 55 a 35 - - - a 5 MAXIMUM ASHDR SPACINGS ARE VALID FCR LOGE DISTANCES RMIC11ED BELOW.FOR E 0.LESS TIM IHS L'✓Df,ATED.KOUM AiONOR SPM 35 931 6 - iJ 95 65 5 4 - OS 8 5 4 DY MULTIPLY=SPACING SHCNW ON SCH MALE BY THE FOLLOWNC FACTORS. 9 65 - _ _ - 14 t" 7 5.5 45 11 a3 b5 a5 JS - - - REDUCED SPACW' 011YAWED If•:'M FA--TOR SHALL NOT BE LES THAN IA WJM SPACING 9NOICAIED FOR EACH A4C/DR TIAL ..._. _._..-__= FACTOR 13'-0'14 12 - - - - - to I13 73 6 5 - - - 12 9 6 4s 4 - - OS t0 73 5.4 3 _ _ _[-� 53 4 J - - EDGE TAPER t2 9 6 143 4 - - - 7 5 a - _ _ _ EDGE TAPCON 7FDtfAOFUEAI TFL1tWIRACY �'POINT SOLID ¢ `TAD Wf CAP M.N.5PA1AC 0 4 - - - - 13 95 65 5 - - - - 7S 5 , - - - - \H J BY BWDL OR INCTANCE 14'-0• to 12 - _ _ _ _ -7-_ 14 103 7 Ss - - - - d5 SS 4S - - - - ED. SPACING-3• UU SPACING-3' MN.SPACM-3 1/27 M.N.SPACING 4 3' 3 J/4' <• To 73 - - - - - 9 -] 45 u -1- - S 7s 1�7 -- _ 1 HV 8 0 W a BLOCK FaISH maE7E latg'C Eax POURED CONCRETE a POURED C«NCRL2 a 1'21f6D 1m7E7E woalE EDx is a - - - _ - - 11 a SS 4S - - - - G.5 43 - - - - - V WINDOW C UK-La r IEE En.31/2'MX M-21/Y MAN 3I MIN ,.3. LVL Cr..2 lIr ED•2 1/! 75 - - - - _ - - 134 to - - - - - a <' 13 DE WORKING 3• 1.0 0.80 1.0 0.78 1.0 .0.84 1.0 9 4 12 • - 0$1 - 10 .._...._e - ....._..,.. - 0.67 1.0 J __m - - Ia`5 a i - - a 4 - N UNISON♦ _ 2• - apt -._- ..... o,01 7 - - - - - - - 15 as 55 - - - - 9 8.5 43 1 3/{' �.....- Mal - - - 0.43 25 G 6 T3-5- A2 - - - - D. 8 I B 4 6 43 3 1 7/2• 0.35 - - - - 033 ROMA WILD11111' CODE(Kon High Velocity Hurricane Zone TIL(/r✓ 0 20)5 FAS'TERN METAL SUPPLY, INC. OENSF '' _ BERTHA HYTt - AN.S.S.A. Accordion Shutter System _ iL�_ECONHH . Aft •,.)T= FLY.BLADE#1 K/OR W/0 HV.YANXNY MADE American Shutter Systems $FTE OF TIWT TESTING &ENGINEERING COMPANY N -- ° '�DDr u-"eT cR""1N Br ML• ' 4115 ax.3ffW.S.', .361,1s�rorA CMtmNZ ti.'.YJCA 3]i AssocfatTon, Inc. ra. OLD 14-1R: 4/17/15 f ai,E 4/13 1 s Ph-:00)571-1530.F.:(Ri)871-1331 5268 Nrestroods Drive�M4/'1CMZJRE _ ow9.w West POIM Beech. FL 33407 1MjG0$J "LIER A TOUT 4,P.E. ` P.E. 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