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HomeMy WebLinkAboutProduct Approval 17r202015 Florida Building C(n1: Unl,grr — irk t ° t t • s �, .. �r�L`'-par'!"Ptti BCIS Home Log In ! User Registration Ho[Topia Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines�'r Professional Product Approval USER: Public User r`t.,�a lcrts In ✓ ..i.lfl,i11 A I Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 - Application Type PP YP Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit, Jr. P.E. the 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 r Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 2C2, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpl/www.floridabLilcing.orgtpr/pr_app_ b.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6R7TCYUw%3d 1/2 �7t2( X15 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summaryof Products ......._..............................._..................._._ —.—._.._ .. FL# Model,Number or Name Description __----...._.—.......—.__ 389.1 Bertha HV Accordion Shutter- Blade;Extruded aluminum interlocking blades retained by tracks 3 - (Non-HVHZ) - Drwg 15-086 (top and bottom) for storm protection . . .. . .__...... ........_... -- .-'.-..-- -.........._.. _........................_.......__._.........._... .............................._.._.__..-........................._.. .........---..-........_......_....---- --........_.............._.__._.1 Limits of Use Installation Instructions Approved for use in HVHZ: No I FI 389 R8 II A S S A INC. DRWG.15-086.odf 1 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 -7"for 35 psf FI 389 R8 AE A S S A INC P.E.R. RWG 15-086.Dd Other: Large Missile Level "D".Max span is 12' f positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 155 psf HV3 blade w/window blade working in 1 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 +64,-64 psf. See sheet 5 for other spans and ASD pressures. ........................—- --._._._................_ ...... 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A S.S.A. INC. DRWG.15-085.odf 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 i Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A S S A INC P.E.R. DRWG. 15-085 HV.odf I p.s.f negative ASD load depending on centermates and 1 Created by Independent Third Party: Yes 1 1 locking rod configuration for the HV1 blade, 8'-0"for +64, j-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for i +75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 , I and 20 respectively of installation drawings for other spans and pressures. ' . --.__.—._.__ ....._....—_ ........_-.._..._.......... _--- .._.................._................._.....__......... --—L— _____.—_._._—_.................— _.-......... --.......__........_.........._.� —........ 389.3 Bertha HV Accordion Shutter- I Extruded aluminum Interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 15-084 1(top and bottom)for storm protection i Limits of Use Installation Instructions Approved for use in HVHZ: No I FL389 R8 II A S S.A. INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes i Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-O"span at 30 p.s.f ASD load i FL389 R8 AE A S S A INC P.E.R. DRWG 15-084.odf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively 1 I , Ck fieY.t Contact Us:: 1940 North Monroe Street Tallahassee FL 32309 Phone:8SO-487-1824 . The State of Florida is an AA/EEO employer.Copyright 7007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund 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 mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. -Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® - scvurity� •.Ii SC.+ httpJ/www.floridabUlding.orgtpr/pr app dtl.aslrn?pwam=wGEVXOwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 GENERAL NOTES: 1.BERT11A N.V.ACCORDION SHUTTER SISTDA SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PJE-01)HAS WEN VERIM FOR OOUPLANCE N ACCORDANCE MM THE 2014(SN cur")OF THE nimm NG BUIDCODE TER TNS ACCORDION SHUTSYSTEM uAY BE NSTALED AT HGN vaocr1Y wx*W c ZONES DESIGN MND LOAM SHALL.BE OEIERUfW As PER SECTION 1609 OF THE AMW L40(nacD CODE,FOR A BASIC END SPEED REQUIRED BY THE JURISDICTION U401E SHUTTER WELL TABLE OF CONTENTS BE INSTALLED VM A OFECTwNum FACTOR Ka-0.66.USING ASCE 7-10 FOR WALLATIONs UNDER 2514(sm UNTION)FSC AND SK411 NO Exam THE MAxFwM(As O.) DESIGN PRESSURE RATINGS NOCAIm ON SHEETS 12 THRU 17,20.26.28 A 2W IN ORDER To VETIFY THE ABOVE CONDITION.ULT ATE DESIGN WEND LOADS DE1cwANED PER ASCE 7-10 SHALL BE FIRST REDUCED 10&3.0.DESIGN WIND LOADS AREA 19 NV BLADES(b M A,('D IIY MULTIPLYM THEE BY 0.e N ORDER TO COLVME THESE W/WY. "0)OEM"PRESSURE RATIOS INDICATED ON SHEETS 12 THRU 17.23.M 2a a 26A GENERAL NOTES SIfET 1 I7 ORDER TO VGaFY THAT ANCHORS ON THIS P.F 0..AS TESTED,WERE NOT WFASTRESSED,A 33 A INCREASE NALLOWABLE LOADS FOR MND LOM WAS NOS USED IN THEIR ANALYSIS. EA BD SYSTEIA COMPONENTS 1-21 SHEET 2 H.V.ACCORDION SHUTTER SYSTEM'S AOCOUACY FOR WEND AND LARGE MISSILE NPACT LOAD PAS BEEN VEAIFWD N ACCORDANCE`Mill SECTION 1828 Or THE ABOVE MENTIONED CODE AS PER An SYSTM COWON(MS 21-17 SHEET 3 RFPOffM TYPICAL.SHUTTER ASSEMBLY 35-13 SHEET 4 -IPA BLADE 0/0214.01-0.3 /0713.01-03,/1004.01-00.#1214.01-65, /0317.02-0e. /0609.01-10 AND/m10.01-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOL& -M/1VHDOW 81.10E @/0605.01-06 AS TAS 201,20I A 203 PgO1000(5 AND 0725.01-08 AS PER TAS 202 PROTOCOL. AREA 2 HV BLADE nt ANE HV WINDOW SIADE IQ (WHERE APPLIC16LE) -HV 81AOE0#0422D1-D5 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION AI MOTS ON LACKS SHEET 5 2. W BLADE 1 W BLADE 2W ENCNEERfD TO WORK N UW M WITH EACH OTHER N AREAS NfERE THE DESIGN PRESSURES TRANSITION 1"ED ZONE 5 TO NIEPoOR ZONE 4.EACH INSTALLATION DETAILS A-E;CONCJEIE/BLOCK SHEET 6 MW ZONE LAM BE CLEARLY IDENTIFIED N ACCORDANCE OOH CHAPTER 30.OF ASCE 7-10 STANDARD,ALL 1KKINTID CONDITIONS AND FASTENER TYPES SCHEDULES UUST BE APR"TO THE INSTALLATION DETAILS F-4 CONIRT'/NLOCK SHEET 7 CORR(.SPONOHO WIND ZONE THIS AWL INCLUDE ADOUIRLNENTS FOR MN.SEPARATION TO GLASS.DELWATON OF NDA ZONES 4 AND 5 AS WELL AS%PCIDTY OF COMPONENTS FOR IN RADE 1 CENIERMATE DETAILS W SHEET 8 s 2 ACCORDION SHUTTERS SYSFOLS FOR EETHDt WND ZONE SHALL BE PREPARED AND CEFTi1FD BY A Fl ORIOA REGISTERED 040NED7 OR ARCHITECT BASED ON aunaNG CONFIGURATION AND ASCE 7-10/�ST,A,�NDApA AND SHALL BE Sl1BLNTED TO THE BUILDING OFFICIAL AT THE TIME POW IS APPLIED FOR MI6 CENTERMATE ALTERLATDETAILS NN SHEET 9 WTV OL DE IQ NN WNQOM BADE ® ARE ENGINEERED TO WORK N MASON WITH CAW OTHER LANDER THE CEHnUL LINEATIONS AD CODNTIONS OF USE INDICATED ON MEET 26. CENTE FWTE DETAILS HD SHEET 10 ETD CONNECTION OETAAS 1-6,CMDWTE/BLOCK SHEET 11 3.BERTHA RV.ACCORDION PINS ON SCRk7V3�LAED AT BLADES KMIGDE AHO FOR DIRECT MOUW CONNECTION TO TRACKS SIAL BE /472.78 MA 14%1.75 RFSPECFNELY,410-M UNMA MAXWM SPAN TABLES SHEET 12 SERIES STANEESS STEEL SCFEWIS NFEN 13 0 kd YIELD STRENGTH MO iaO kN TUME SIRUNGM PO4 SHALL BE COATED WITP BERTHA,W COATING SYS"AS MANUFACTURED BY ANCHOR SCHEDIAE- CONCRETE&RD" SHUT 13 APPROVED COEIM APPUCATOfM REGISTERED WIN AMERICAN SHUTTER SYSIE36 ASSOCUTION.PNS LUST BEAR THE HV WAKING ON THEIR HEAD. 4.ALL ALUVt"EXTRUSIONS SHALL BE ALL)uMAM TSM ASSOCIATION ALLOY AND TPER AS INDICATED ON SHEENS 2 AID 3.LWOWU YIELD STRENGTH TTM W63-TG ALLOY IS 31.7 kM AND 35.7 IAF ANCHOR £-CONCRETE B<DCK SHEET 14 FOR 6005-TS ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 15 S.ALL SCRETO K SWHIESS STEEL 304 OR 316 An SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 5001a WMf 50 4.I I&N.YIELD STRENGTH Aro OO k.1 MAL TENSILE ANCHOR SCHEDULE-WOOD SHEET 18 ANCHOR WS STRENGTH A%TALL COMPLY w/ELOINSTALLATION BUKDM CODE SECTION 2411,3.3.4. INLLSCHEDULE-L WOOD SHEET 17 ALLATION OETAZI.S W-R,worn SHEET is e.BOLTS TO BE Attu A-307 GALVANIZED STEEL.OR ASL 304 OR 316 SERIES SUJIIFS4 STEEL NTH 35 W MWdW PEED STRUNGTH. INSTALLATION DETAILS S-X.WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFX•ATIOHSE 13,14,1,.16.17&2LA Ed) CONNECTION OUAL5 7-12 d1,WOOD SHEET 20 NM BIAOE(gJ'J(A_: 28. `� W BLADE (9 WORKING N UNISON: 13. 14! le AREA 3: HV BLADIM ONLY 9-MS MOVOHA .V.ACCORDION snUTTF12 STSTE/A BAMS A U3.PATENT#6779.562.ooWONE7NS OF THIS APPROWL ARE COVERED.N WHOLE OR N PART BY U.S. PATENT#3'458.179 ISSUED TO TYPICAL SHUTTER ELEVATION A NOUS ON LOCKS SHEET 21 EASTERN METAL SUPPLY.INC. IN87LATION.OETMLS AA-M.CONtlETE SHEET 22 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOL1NONEYS OF THE STRUCTURE WHERE SHUTTER S TO BE ATTACHED TO NAJRE PROPER ANNCH%kVGE CONTRACTOR 70 CE41UMATE DETAILS HO SHEET 23 SEH/CASK ALL SHUTTER CGWOHENT EDGES WHICH RIWK THM FASTENNG N CONTIW)OUS CONTACT WITH THE MEMO TO PMERT WND/RAN NTRAX*k ENO CONNECTION DETAILS 1-4 SII 7(WHCRETE/BIOCK ANEET 24 10. EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE PLACE WITH WARNING NOTE DORM PERIODS OF MRRICINE WAAMNGS HOME OWNER TOUNT.OR OTHER%MUST PROPERLY CLOSE ALL MAKBWM SPAN TABLES SHEET 25 W AND HO CUNMaOTE3 AND ENGAGE OR LOCK ALL 1N AND HD LOCKS. ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHUTTER W"ACTLIRER'S ABEL.SHALL BE LOCATED ON A READILY 11515E LOCATION AT ACCORDION SEUEIER N XCOFWM40E WITH SECMH 1710&3 OF FLOIDA BUIIDNO CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENM LABEEM TO COAPLY WIN SECTION 1710,&2 OF THE FLOMA#ALD"CODE AREA 4• HV WINDOW BLADE ONLY 12. BERTHA H.V.ACCORDION SHUT"SYSIOES NWAUATON AWL COuPLY WITH SPECS INDICATED N THIS DRAWING PUSS ANY BUILDING AND ZU"REMATIONS PROVIDED BY THE MIISOILTM 119ERE POW 1S APPLIED TO. TYPICAL WNOOW BLADE a MNDOW CETAL SHEET 27 13.(o)THIS P.ED,PREPARED BY THIS ENWOFER S GENERIC AND DOES HOT PROVIDE EIEURMA110N FOR A SITE SPECIFIC PROMOCR L..WHERE THE SIZE CONDITIONS OEVATE FROM THE PED. TYPICAL.SHUTTER ELEVATION SHEET 28 (e)CQNTRATOR TO BE RESPONSIBLE FOR THE SELECTION.PUI3NASE AND INSTALLATION INCLUDING LIFE SAFETY OF TEND PROCIACT.BASED 04 THIS PCD.PROVIDED WE/SHE DOES NOT DEVIATE AREA S: HY WINDOW BLADE(1f)ONLY FROM TIE CONDITIONS DETAILED ON THIS OOCULIENF.CONSIRl1CTION SAFETY AT SITE S THE CONIRACFOWS RESPON§94 TY. NSTALLAION DETAINS, METAL STUD 4A.LS SHEET 26A (o)TFa3 P,E0.WELL BE CONSIDER EO YAAL10 K ALTERED BY ANY LFi11S. (d)SfTE SPTLI IC PROJECTS SHALL BE PREPARED BY A FLO6OA WOMEBED 04MEER OR ARCHITECT WHICH WILL BECOME THE ENGNQR OF MOM EO-R)fUR THE PROJECt.A O M40 ML• , _.-. BE REYPONSDLE FOR THE PROPER USE OF THE P.Co.COMER OF RECORD,ACTING AS A DELEGATED ENCrI TO THE P.ED.ENGINEER SHAL TO THS LATTER THE SITE SPECIFIC Dftkll S FOR REVIEW. (.)CIGNA PED.SIUCL BEANS THE WE AND ORIGIN&SEAL AND S16NATURE OF THE PaaFEssONA.DONEES OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE 16 Nigh Velocity NUrricom Zone '♦ -• �,r\111 11,1141"It", O 2015 EAAFAH METAL SUPPLY,INC. THIS DRAWING SHALL ONLY BE USED TO ``AA`SAP ER A. j gAA7j'. BERTHA HV- OBTAIN PERMITS IN 11-11E STATE OF FLORIDA _ Accordion Shutter System it�. EC07c. \ A■S■S wA■ ft it n CR ILAHv.WfM WX a N.v. M N 14 •, = AmerlNxn. ShLlttBr Systems OCSCW la oA ORAWR rry 161.1*^ TILUT TESTING eR ENGINEERING COMPANY AssoOlatton. Ino. 1 LAD FF-1I /13/13 Wt04 13 15 �i'•. STA am M.Sae.to A.3071 YYWmeM/N1ooL1 r nAa 1331 Ph-:(305)671-1630.r..,(305)871-1331 4288 We6lroods Drive L Z 'ly�'r •-maH:191.00eod.00m West Palm Beach, FL 33407 3 DRAWING No S F` lot,, 4E. EE-000679 na O�H1 1NI67E. 3 15-084 P.E. SAiP SHEET /DATE 4 4V N 3.wl1 / VARIES IL T-cw- 4-657 4.999' . HV SOLJD BLADE O2 115[ BLADE HV UNIVERSAL FLOATER ®HV 10'1181Y STARTER 10 COVERED UNDER US PATENT If 51.58179 COVERED UNDER US PATENT + 5458179 QUAUIED�pR USE W/ 6005-15 ALLOY AND TEMPER QUALIFlED FOR USE W/ W SLMC 10&02 0HV DIRECT MOUNT W OME(>)& O WWINDOW BLADE* 6005-T6 ALLOY AND TEMPER OUAUFIED FO USE W/ w 6063-16 ALLOY AS TEMPER —SEEUMRATIONS OF USE OF BLADE ®ON SHEET 28 BLADE 1 $ .A 6063-TS ALLOY AND TEMPER .-_ 3216 • 6061-16 ALLO ANDEMPER 2 .99, 2 O7 HY ADJ. ADAPTER W/LIP ®HV W _ ?920 3. QUALIFIED FUSE W FiV }Us, © HV HV ADJ. FLOOR TRACK eS AUILO AM 606QUA3 BBLAIEDDEG & 2W 90 HV TRENCH TRACK - 8083-TB ALLOY ANO TEMPER 6083-78 ALLOYY AN MPER QUALIFIED OR $E W/ HV QlIAL1RED fOIl & W/ HV BLADE 1�& 2 Ot:4 1�HV. RAINGUARD BLADE(117)& 6063-T6 ALLO AND TEMPER VARIES 6083-76 ALLOY AND TEMPER QALIFlEBLOADE I USE W/ FP/ VAIM 1.938• 063-T6 ALLOY AND TEMPER _ 1.917 003• � .083' .100 120• aro 1.666' 670 1 HV HEADER/SILL3.529- & lsel �$ 11 HV CEILING HEADER ® 1©HD CEILING HEADER/SILL ---- ED FOR USE W/ HV BLADE 1 ONLY, QUALIFTE pD OR-TB E W AND T uPE 1 ONLY QUAUFlEO FOR USE W LTV BLADE 1O 14 O SHD CEILING H A ER/SIL SEE SECTIONS FOR V SEE SECTIONS FO VAUDETY. QIUA1JIR FOjR�USE W HV 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE LJ ONLY. QUAIJFlED�gUSE ALLOW ANHV D TE4ADRO& 2Q 6063-T6 ALLOY AND TEMPER COMPONENT A 0 TT 12 * x Y t 1e1 x Y MR l ,` 2' 2' .125 1' t• 082• © 2' S'MAX. 1/8' 1/8' HV D 1' Y 0.090 ® 2' 6'MAX 0.192' 0.192' HV(D ®1 SIDE ANGLES 2�9 CORNER POSTS ALUMINUM ANGLES 2s• Y wx. 0.190" 0-190' 1NO ALIFTED FO USE W/ W QuwFlED F 115E W/ TLV OLIALIFTED FOR USE W/ HV BLPDEg1 & 6083-TB ALL ANLLOYD 6BLL SM-T6(SEE SCHAND LE)ER 6083-T8 ALLOY AND TEMPER llllluuUUDrr7717 FLORIDA BUILDINO CODE Ln High Vetocity Hurricane Zorle `���P.•••••••••.,//J'�� 0 2013 mn"1.ETK SUPPLY,W. BERTHA HVTu I�E C A■S■S,A. Accordions Shutter System K B American Shutter ems UDE 1 W OIw/o N. "MW Y. BUDS 6T H.YMAX. ' F - 71LLLT TESTING t ENORiEERINO COMPANY9L VATt auwR ar. M• Assoclatlon. Inc. OTD 11- , LIN 04fIVIS 1M1[, a 1a is s,�•. ORIDP <�r� see*K.eeA sa.>r wa.9MMA ora9111c/lams an PAw:(345)071-1610,roa,(3aeOa71-1x71 4288 Wealrooda Drive : zONAL EN4�.� ®-M79 West P01m BeOCh, FL 33407 7r77111r11111t0lll WALTER A.MR Jr.P.C. 4 P.E. SEAL/SIGNATURE/OAIE DORIDA u`'F 44197 6 SHEET 6 • _ � - f1.0 IVO 1 aNtID P.wrm fASI ----�� .T4s• (2 rn) NDu9l0 o4vn swan tvo+rm Qq7 8 TtsN - n �az 1 }t° PIAT- a n c rn2Ru IN/65 -- — -- t.� - AIM)<«ao w o�E wTml 21 BY CENTERINATEl — T ® HY LOCK ® HV EGRESS LOCK OUALIFlED FOR USE W/ HV BLADE(D& J7 ONLY HV FLOATINIG -C U ED FOR USE W/ IN BLADE 1 & I ONLY 71' QLAUJFIED OR USE W/ HV OUAIJFlED OR USE W/ W O 6063-76 ALLOY AND TEMPER - BLADE & �ONLY. BADEQ)h ®ONLY. 6061-76 ALLOY AND TEMPER 250' 0. VILIFIED HV ED FOR USE W/ E ONLY -1a• !- 6063-TB ALLOY AND TEMPER PLASTIC HEAD MOLDED TO t 2 SCREW 2,079* 7 _- �_ ^ I..*AFTER RNETINO x 3/4" �Fa; �' '° S.S. THUMBSCREW 1�4 f-20 RIVNUT'� J SHOUT ot4a ALLAY I 82.A n UFA RCD y AVO TtW stay Nuntxr,vrm t oezo.As MwurACTvam to AVDE1 � ��� I ® " " amarE TEXIarW,v,ervwr•New,adLY 07051 as E«w. © P"" ® HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERAL4TE QUALIFIED FOR USE W/ FIV BLADE 1 ONLY QUALIFIED FOR OSE QUALIOED FO USE W IN 6063-TB ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 ONLY BLADF(1 ONLY, QUAIJFTED FOR USE W/ W BLADE 1OONLY 6063-T6 ALLOY AND TEMPERW/fN BLADE 100NLY. 6083-T6 ALLOY AND TEMPER 3.101 - �T2 � CYLINDER OR 063 083 2- KEY CA*4 ER t .114- - yy 645' --- 1 Y �I 0.875.MLt- ',� t. O .123-IbK. 3HD CENITHMAT o C�QUALIFIED FOR USE W/ W BLADE 1 . & 2 QUALIFIED FOR USE W/ HV BlAOE 1 , &HD 2 L� r 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER _ HO CENTERM WtEs-1p_Mw. QUALIFIED FOR USE W/ HV BLADE 1 'r-te 6063-18 ALLOY AND TEMPER 1/4•r20 ss OR 3/eI THL44 VRN .mK tE4A435CFEWi t1/2' CYJNDER (SEI DANS QO OR KEY CYEFIDETE ® LOCKING RODA HD LOCK QUALIFIED FOR USE W/ IN BLADEi�do© 375 _ 6063-T6 ALLOY AND TEMPER ® E1Y ys ACETAL LY �/4 4-20 AISE 304 BY REGENT N,ViO'MARE MORTISE LOCKS SE1dFS 231.T HOCK DOLT LOCK. Q INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS QUALIFIED FOR USE W/ IN BLADE�,©&O2 D ILLED AT TRACKS FOR PROPER EMBEDMENT WAU FLED FOR U BLADE Q&(2� QUALIFIED FOR USE W/ IN BLADE 1 do @ FLORIDA BUILDING CODE Mon High V.Icity Hurricane zone O 2013 EASTERN METAL SUPPLY, INC. Eni ''r' BERTHA HVTM /71L E C O �N�. A.s.S.A. Accordion Shutter System v.�anE I w a+w o fLv.I+�o"UADE a KY.t1UDE _ American Shutter Systeme oEscarnv DATE Otu�vH er: M.L. '�' STATE�F TIWT TESTING R ENGINEERING COMPANY Association. Inc. t DED n-ISI w/3/15 DATE'__G4/13/15 ass Kw.seep n.st s .vvr Gvec m rt + w �q��-.C�•._...�_-,• qty. 4268 Westroads Drive 2 Pnw:(3o5)97t-t53o.Eoa:(3osp7t-t53t DRAWING No •.•.......... ®-000e719 oo71 pWest Palm Beach, FL 33407 a 15-084 NALEN�.�`� o�ET i J, P 6 SHEET P.E. S�SJSiGgA4URE/DATE e 3 s 3/e•� 41 4 SHUTTER ASSEMBLY SCHEDULE FOR HV HV AND HV BLADES. Q HV BLADE 1 ® HV BLADE 1A N 2U HV BLADE 2 or 4 ® HV LONG RECESSED NYLON BUSHING N ® HV SHORT RECESSED NYLON BUSHING 31st/ ® HV NYLON HAT WASHER EXTERIOR ® 4 15 HV WHEEL CARRIAGE AISI 302-303 SERIES I 4 45' 8 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or ® or (SEE NOTE FOR ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �` REOUfREIAENTS) I Q®or® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'il EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ' � I i Q® or (SEE SHEET 27) t ® yell TYPICAL SHUTTER ASSEMBLY SCALE. 3/8" — 1• HV PIN©OR®AT (1)HV PIN 0 SHALL ALWAYS BE USED AT ALL OMMM EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTM W/HV lD OR /0.324• BLADE'S KNUCKLE. HV®RUDE (SEE NOTE ; FOR (2)HV PW®MAY BE USED IN LIEU OF 0 AND ONLY AT REQUIREMENTS) EXTERIOR BOTTOM KNUC LES OF FIV ACCORDION SYSTEM W/ HV© t BLADE WHEN CORRESPON04NG TO INSTALLATIONS'CC"AND '00•, Q SHEET 22. 'e t (3) NV PIN 0 OR 0 W/ 1/2'O.D. 1/16'THICK SS.WASHER t SHAD.6E USED FOR,DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL _QARRIAGE DETAIL SHEETS II k 24. - ASSEMBLY LAYOUT N.T.S. N.T.S. 1tt1H1511I11rrrrrr� FLORIDA ILDIti() CODE Man Nigh Velocity Hurricane Zone ;``=`�.•••:••: /r'�., O 2015 EASTERN METAL SUPPLY, INC. V 410EN �� s''•.9=-� A■S■S■A■ BERTHA HVTM IL E C O �TIi1:. Accordion Shutter System V.MME 11 W1 OR V/0 NV.WMIDON MME a KV.BIApE American Shutter Systems1 ,E, ,„ e,,,l oxA>wN Itr. M TRN TESTING & ENGINEERING COMPANY Assoclatlon. Ino. OLD 11-w 13/H3 a,E 04/13/)3 ((� WW KW.31ga St.Sb.3M WION CAROM nOlm\WI rte,%(wy)e71_1531 4266 Westroods Drive 2 DRAWING No W—Ope1°0A West Palm Beoch, FL 33407 3 15-084 rrrrrrrnnulupgl` -0*0719 YLAVER A Y1wr.v.P.e4 4HEEf P.E. SEAL/SIGNATUna+ RE/DATE at U.I"161 e NOTES ON HV LOCKS AND CENTPRUATES' Af. c I. uma ow OKM xnom N:ONE NV LOCK®or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-_ ELEVAl10K E LOCK , ANY 82 MAY BE USED AS AN OF SHUTTER SPAN TOE OR OUTSIDE LOCK.ATTACHED TO SPANS UP TO 105.AND FOR AOR�T CTNTERIIATES W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ATION. SOa.Oa E DESIRED. FOR INSIDE PETH OUTSIDE L 0(L FOR ECTUNOY PURPOSES,UP TO 1'NO HV fi�tt,, LOCKS OR Y BE USED AS AN INSIDE OR WfSIDE LOCK. CONNEC710N OF LOCKS 1D CENIFRLNTES AZT BE S INDICATED ON NOTE(1)ABODE, LOfA CF LOCKS S1KAl1 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. I �� DI USED W/IYAn H.V. LOq(S1: LOCKING RODS ARE NOT REQUIRED ATE POSITION, BUi MAY 4 BE USED IF�D`SIRED TO E SHUTTER PER E. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). R 4. ONE FN IDCK® ® BE USED AT CORNER CENURMATES FOR ANY SPAN AND NSTALLATKNS AT ET.LVATK){H. F{V 40GK or0 SWILL BE USED AS AN WTSKIE OR WSIOE LOCK, II ATTACHED TO CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2' G LONG FIAT HEAD SS.U.S.u.5.TWO LOCKRODS AT TOP h BO SHALL BE USED, LOCATION 8F LOCK SMALL BE AS INDICATED ON rfPM SHUTTER ELEVATION. NpNIryO IMKLIUY SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHUT 12 �Vl ? aQ s. • ONE ALTERNATE}N LOCK MAY BE IN LIEU OF HV LOCK or FOR ANY SPAN AND O 8� NST l=AT ANY ELEVATION. AL TE LOCK MAY BE USED AS AN DE OR OUTSIDE LDCC ATTACHMENT 999X X11333333 OF 1/4'0--20u3/4'S.S.THUMBSCREW TO®OR 0 CENTERMATES SHALL BE WADE W/ 1/4Y-2O•-S/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET d ONE"LACK SHAH BE USED AT 1/2 ?F SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. lit 11 •NOTES ON HV "T" LOCKS AND CENTERMATES: i. SFf ENO _ ONE ALTERNATE HV'T"LOCKMAINY BE Y"ED N LIEU OF EN LOCKS DR FOR ANY SPAN AND COTNECIKON ALTA AT ANY FIEVATIOH. AL TE USED Y 8E USAS AN INSIDE SIOE OR LOATTACHMENTDLTNLS ON o r E N 1 J K i o r o v r x OF LOCK NCIUDES USNC REINFORCING LDC .AS SHOWN ON SECTION M,SHEET 9.WHICH MUST BE SHEET 11 1`/P. CONNECTED TD CENIERMATES®AND®W/ 1/4'0-20 x 1 1/2'ILONG S.S. THREHOED BOLT W/7/8'0 x 3/32' M L HEIGHT. WNGNUT OR W/ 1/4.0-200•S.S.M.S. INTO A 1/4Yx 9/B'tH1VNUf. OCK MAY BE NSTALLED AT NDSPAN OR 12' OF CORNER MAKM ABOVE AND BELOW WDSPAN. USE OF TWO LACKING RODS TOP AND BOIDY IS MANDA MpTORY. -gym -- CENTERMATE NOTES QN HD LOCKS 10•® '©' ®•®� 1. :ONE ALTERNATE HD LOO(®MX USED IN UEU OF ©• /O' 7O•®� HY LOCKS OR TOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE w TOCK MAY BE usm ®•®O1©•O°x0 0 AS AN NSTDE DR oursle Lom ATTACHMENT OF HD LOCK TO is W/3 is K 3/r F.H.SS.MS..AND INCUJOES fiONFORCaJENf NSEITi(&AS SHOWN ON SECTIONS H00-EHVB AND -HN' SHEET 10.LOCK WY BE INSTALLED AT O•®°® @a®•®040 16DSPAN OR 12'MA)OMUM BET.OW OR ABOVE MIDSPAIHL USE OF LOCKING RODS 0IS COIFETELY OPTIONAL. TYPICAL A HV BLADE SHUTTER ELEVATION N.T.S. HMuqup FLORIDA BUILDING CODE Mo+High Velocity Hurricane Zone O 2019 EAMN NETAL SUPPLY.INC. V v10EN BERTHA HVTM tzl-'•%9 �` ► . ss iL ECO IMc. A■S■S■A■ Accordion Shutter System v.SME Ill W OR WO KY.T1@DOM BLADE 3 KV.EILAM i American Shutter Systema C]C O "P.- DATEMVM IN, M.L- �' '*= TILUT TESTING # ENGINEERING COMPANY 9p:. b Qsea K.34 S4.9.30%� 6Nmo4 nd6>A> cl AssoattOn. Inc. I OLD 11-1u /12/u are 04/13 19 Phon.:(305)57i-ISM.f-:H3osIa71_Is11 4268 Wastroads Drive 2 DRAWING No ._,,,,t un.eoeoagom West Palm Beoch, FL J3407 T 15-084 ""1;$ 11%ENG� `N�`` wJlax®MUT Jr.P.c 4 JJJ71 11% rtaNM Ue./44167 . •S SHEET O P.E. SEALI�Y��ATURE/DATE POURED Po1LED ORoI sIE � 1 rr-20a3/4'S.S. CONCF At4C10RS CONCRETE ANCHORS NE SCNEWS REQUIR �QIIIRED SCHEDULE ON (SEE SCHEDULE ON 11/1/4'-20 CONCRETE ANCHORS Sim 13) SHEET 13) NUTs O 12'O.C. (SEE SCHEDULE ON SHEET 13) t' 1' ---- 4 flAn4'e SS.NE « SING 1/C-2O NUTS 12'O.C.E D.• .260'Mme. - « OR D.4 HIZI OPnONALML SOWAM i�Oa0HOIMK SEPARATION TO GLASS ) ® GLAss'--F—(SEESCHEDULE OIL SLEET 12)� OR WN.S1:PARATION TO qw� ['`(SEE SCHEDULE ON SHEET 1 ©HV WALL HEADER INSTALLATION QA BY WALL HEADER INSTALLATION ® HY WALL HEADER.INSTALLATION ' MK SEPARATION TO GLASS IMMICHO ; r' (SEE sd1EUULE ON SHEET 12)— TO 2) 1 ` �taA oaa �J�R ® YN.SEPNGTI011 TO CLASS ' 1 u 1h,e a ffiw I (SEE SCNEL7UI.E ON SHEET 12Y_ a am leo I i OPIIOHk i E • Mm. 1/4'M'- ' 1�OPLIOf41L O«O ___ -- 0 t 3« 1® I. --__- 4 -- - 1/4'0-20x3 4'S.S. �". ___ PIeWP4 HEAD 1/4'/-20.3 4'SS PNE11P3 IB NACEWE SCREINS USING CONCRETE ANCHORS TRUSS MACIWE SCREWS ANCHORS 1' 1/4'-20 NUTS O 12'O.O. (SEE SCHEDULE ON W/,/4•-20 NUR O H2'O.C. (SEE SCHEDULE ON SHEET 13) Mtn. OR OON CONCRETE SHEET 13) POURED � OR COlELYtETE BLOCK RETE ANCHORS REQUIRED HV WALL SILL INSTALLATION ( ON FQ HV WALL SILL INSTALLATION POIINm CgIA SHEET 14) OR CONCRETE HIM WALL REQUIRED © HY WALL SILL INSTALLATION NOTE MR COMMON DE-MOM INSTALLATION DETAILS W/ ,-SEE SHEET4 FDR T191f1L SHUTTER •E 0 EDGE DISGNCE Y ,SMMM•�,BE"mm (SEE SPECIFICATIONS GN SHEET,., M" I" C� HV BLADE W ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE HH III h Vewity Ilulrkone Ione fit 0 2013 E91M METAL SUPPLY.INC. CENs' % A S S A BERTHA HVA 11 L 1 E C O N�. � Accordion Shutter System - V.BADE i N OR 1 HV.MtDDN BLADE R HV.RUDE Amor(can Shuibr S� %.. w DHArH.r. N,L •*= TM1LTT TESTING # ENGINEERING COMPANY STATE OF MM N.w USP.ft.w.a c�aoD4s A«�"vl AssawaW lon. Ino. , ato n-+w a/,s/,s DATe 04 T3/1s Ph :(300871-1510.F.:(30.1)0-11-IWI 42118 Weetro0ds Drive 2 DRAWING No $,��`S• Q(j(Q � ED- oom West PO(m Beaeh, FL 33407 ; ryrA'SfO•••`�1 ``�•I' WALTER A MUN h.P.E. S-'�84 P.E. E A0lM'III�tMATE Ito U.1 Mtn SHEEP POMM CONCRETE ANCHORS '---------,=RE (SEE RE q I na. Du —COR W COX OF Or -4 f01 CIM( 1} )O D ! STAB If I OR 9s�s Y �5 I b �} ''Oaf 9 PPUCA%E DOST91a ' RIM(Di y CtAs� . clAss----�obi. at I 9 v i OCATIOR WASHER 4" AD LOCAl1pH HMD TQC SCREWS O I ,� tY >ro CONCRETE ANCHORS 7 (SM 50"LEL oN CE SHEET 14) iGL&S3--I MCC � OF APVENi181E SIr YESUWWM APPIUCAMX 1 �: AVPUGfffiE ItRRlAPPUCADU POURMa 1r ~0@♦ REOMM FW HEAD CONC TE ANCltORS (YE%HML E N SHEE 28) COMA D.. POURED W HEAO CONCRETE ANC,"M RfOIRiED p- D, _ (SEE SCHEDIAE ON SHEET is) I1 TRENCH INSTA LeTlnn) 10 HV CEILING IN51AI_LATI0N. PREMh RATING a FOR HV FLOOR INSTALLATION t (1)HY WALK—OVER INSTAL I ATIONWM My MR UP TO 70. AM PER SCRDLA.E A SHEEP 12 I-- CONCRETE ANCHM I (SEE SCHEMA ON ~—a�'qO SHEET IS) EIOST?JO Giu ss--A G1J53� � 0 ; I l 1/4 8 8 3 OR NAx /14x5/4' HEX WASHER 1 e' 8 i i' _-_-__-I TE7(SCRET+S O 9"O.C. 1EX SCRM O OR 1/4"0--20 s.S W4 ' CCHCRfM ANCHORS --- _ 12'O.C. - --- 1/4• W/NUT O 9'0.a— j (SEE SCHEIME ON 1 - - 8 . ) L j 114x3/4•SDs. 1 -- - uox. J SHEET 13) O 9"0.C. EDGE OF 1uil/.•E.K SDs 1 2 Sue F or 0.C. SEE NOTE POURED CONCRETEx D POURED CONCRETE (SEE SCHEDIA£ON ON 515127 1�) CONCRETE oN%1 e) OR CONCRETE BLOCK SMELT 13) ORCONQUIREG D Fnur:m � ® NV WALL We!K-.SUED I tr.•...�. M aEalrrED HV WALL FLaOR IN�'Al F eTION Q Hv RAINGUARD INSTAL IeTION t HIM INSTALLATION DETAILS W/ UM MR MNt THIS LWTALLA7i0P!SfiNl 8E •EEE EDGE OISTATXNS KE AD 14COUE A N OPERARMEID BLE Q H V B LA D E 1 L43 SHEET 4 Fqi I1PrJ�L SHUi1E12 (SEE SPEC>FTG1TIOooS LY ON SHEET 14) OR TO µ RI�BLE E%RASSE ♦ S[E ATgf6 OF USE EOR B1ADE lko SHEET 28 1101AnY7f;SLCigN3 CAN IN BE COYBYIEO N ANY WAY 70 SUE ANE NSTAL1AipN. 1111/Noll FLORIDA BUILDING CODE h Velocity Hurricane Zone �• - uCE/y •!/v'�� 0 2013 PASRAN METAL SUPPLY.WC. it BERTHA HV- * !Jh 1 L ECO ,,,�. A.S'.S.A. Accordion Shutter System TILUT TESTING dr ENGINEERING COMPANY AmOrlcon ShuNer Systems v.� t N OR/0 H.V.WICOR BUDS h HV.RUDE 1. �gAttT�� .� KK 3an u a.Baa.«w..unvc+ rtnaa�1 A"oclailon, Inc. an 1t-IM o---PA*M er ••-�r Ph—'(303)671-1530.Text)Br1-1x71 4288 Weslroads Drive = PNts/ts nm U4/13/15 L EN •� M-OOM19 West POlm Beach. FL 33407 s DRAWING No lN''1Q•� "OVER A Ur bE TL .P. . 15-084 P.E. —ALP S)r�l TURF/DATE �A tk.f 44167 4 � SWEET SEE END WALL S ON SHEETS 11 &-20 SEE IIOIES ON LOMA FMSO.W LCCA(D x `( Ex�TNo INST4L1 ATInNS .W f HV **Ot" �HW®V"ON MR ALL OUT HEET IN I BLADE Xf/ HY QETE TES �����o .,,®e.©.O7 a'(8��01 •®a Q «< END WALL GONNEC71ON 10• 0O10•Q-©•©°" dISIINo ours O.O•©�O.O•� ----------------------- ----- --- Ya'k1/eS.o'-i ' I ®'®w®•®°�®.®wO 3 1/4• 7• 8 1/2• 7. ,s1 i 1/z• OPPOSING SYMMETRYCAL /4'0 TAPCONA., SEPARATN)N (4)Ito.1 /10.3 4•s.as.a 12• ]yf HV LDC1MVGLASS To CHER /2t1SLPl I �C.ALL LAClrr. (SEE SCHEDUIf AT EACH ANGLE(i W) ® - * * # ON SHEET 12) 5 IN Y 09, .© HVB OUT$ 1® .a # HVVC PouNEo coNcaE1E OR 10•®"®' @-0-0- HVA Y n °'®"©`O O� ® ExblNG GMS CONCRETE BLOCK WALL 1--------------- — -----� — •®..©•®a®•®°' SYMMETRICAL IN �'—�`�°"�`�` INN.SEPARATION ®`®'-0'0.i7GLASS 1 CENTER ®•®"'®' ®•�°' TO GLASS (sEE scHEixnE 5 W/ HytWIl01 ORL •®�O ON SHEET 12) IN ®' # IOR TO GLASS SS OPTIONAL ro (N1ERI01+) ------ ---- ------- ---------- (SEE:SCHOULE OUT CONCRETE ON�12) - - 1 1 ANCHORS 3 OUT1 e 1/2•VAX SLACK ' OUT @j V2b HV E a- HVD• quuulnn, FLORIDA BUILDING CODE 06 High VelocityMurr(cone Zone ` (Q.•••......., ✓9�4�. 0 2013 EATIERN KETAL SUPPLY.INC. �v.Jc�NSF y� BERTHA HVTM L E C O N A■S■S.A. Accordion Shutter System ' = Y.BIADE 1 W OR10 HV.tENDOM BWOE 3 H.V.BU � T,E11T TESTING t ENCINEERINO COMPANY AmsEtcan Shutter Systema ,ena, ORA" iE'•• ALL I v, Association. Ino. an 11-IN a/1y1s are 04/13/13 Wn Lw.3w.x.f°`3M.VWMM GAIIooA,FLOWA"IN4268 Westroade Driva t ph—:(-x5)e7t-law..r.,:(311s)e71-1531 DRAWING No ..... • ..��`a. r eom West PalmBeoch, FL 33407 4 �5-084 A AA SSION ` wft=&-TItUr x.I.L rA 4111010 RE/DATE •` FURVA U.144167 4 9 SHEOF 28 ET P.E. SEAL/ 6ONCRE POURED CONCRETE OR —�- _-- PO RED CONCRETE OR� TE RETE OR CRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REOtRREO BLOCK WALL REOURED BLOCK WAIL REOURED �IXISIING GLASS EJOSnIM,GLASS . O 16'O.C. _[) 2'YIN GLASS CONC DUSTING GLASS YW. I. 7 2•MIN. TO awtis(s[ — _ Mt1 SF➢ARATION TO GLASS(SCE E 1 EQ TO GLASS M 1 SOHEDJUESAM SCEDUE ON SH ET i ON SHEETI W GLASS(4E 1 I , SCHEDULE ON SHEET 1/16.3 MAX ftAL6m3® 12�DE FOR '2 FCR SCHEDULE �At° 12 MR eIIDE AND (6081-Ta)carr. / � 9lSK T n 1,12' / ON BEET 2e FUR ON SFEEf 28 ALM CLOSER T__T_ (LocAIE�ATE� BLADES m At® APLATE.(LOCATE 5/T OTHER Aµ �(D& OF9) ( ♦USE i-OR 2'MAx. (3�� 1/2•WN. /10.1/2'S.M.S. Us APPI1f7BlE)x2'xt/6'.o'--2' 110.1/2-1 0 16,O.C. ALUMINUM CUP ANGLE i 0 16-O.0 4 62e3-Ta AT MIDHETOfrf ----- 4 \ ----- (2)1j4'r�rAvcaNs ANCHORS ro rJ SEE DETAILON E F OR ,�yL. WF ASS OF0)(LOCATE AT ) OR ,(jam 570E CONNEC110N 119' ��� OR (WSDE�CONNNAIL ECi10�11 OR +L7' TO TRACx3 (;®,�, �a-©'o'6 •®- SIDDETAIL IXC NECTION 4 -0-0.0-VO-0- TO 8 T e •®- TO TRACKS - -8 7 e •0- 3.0-0.0°'0.0- ro TRACKS solo(��,-�0-©.0- © ) ®-©-0 •®- © OO ©-© � ®- ® ®-®•®-® ©- a• 1� END CONNECTION DETAIL 22 END CONNECTION DETAIL 03 END CONNECTION DETAIL -POUAED CONCRETE OR o IIA"OILY FOR SPANS GREATER THAN 12'_2• EXISTING cuss CONCRETE BLOCK WALL— 4 aONCREO /1 /2'S.M. ------- -------- ro GLASS(� 0 la' .C. UA SEPARkTION --- - - 132 VCR ON SHEET/fD CONC 1/2'IItN. TO GLASS(SEE �I7//7��{{KK11pp�� SCECR B ON SEE2T © `C7 RO ON SHEET 1E� ANCHOR O 12 Ei1R BLADE uo 4 -- _ ---- OR ) OR i CONCRETE aADEsma 0 I2.O.C. 5 germs ANQ ---- IV O.C. - .C. I LIN. L --- - - 4 ___ __@O�OR 2'YM. 2' YIN. • SEE L 80H 571EFT 26 FOR (9-@-(9-0 VILiL-•L 5 OR (wPLAN DETAIL X ®' O-©• T-BO�•®- POURED CONCRETE OltOR - -©•,fT�I>'7LJ•0- ®-©.�.©.®+ INSTALLATION CONCRETE BLOCK W64'6-6-0.WALL W64'6-6-0.O�lY-©•®- 6 . 8 7 REQUIRED O.0-O.0.0- n HV-QLADE OR 46 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 0 O ®-® ®-® ®-OO END CONNECTION DETAIL 6 ®-® ®� ®-� FLORIDA BUILDING CODE (ion High Vewty Hurricone Zona (0 2015 EASRRN METAL SUPPLY. WC. .......... .A•71.�T✓� BERTHA HVTM A■ ■S■A■ Accordion Shutter System American Shutter Systems Y'BLADE 1■ OR HV.MMM �ItY.RUDE *: = T1LUT TESTING Ac ENGINEERING COMPANY o'• STATE OF =3w.sen.x.a 3M w aaroou,Haan+33+ Association, Inc. + an 11-124 N/+I/+e DAM 04/13/15 Pt—:(w6)021-1530.Fm,:(305)81-1"1 4268 Westrocds 06ve 2 DRAWING No '�y�OK •. COR10.`•���`�.` - W0011719 o^ West Poi- Beach. FL .53407 s 1]tJ-084 ss."••'•-�\ �� •Anal A lKl .k.PE. 'n ONAL �5 EFLORIDA U. A 441U? 5 SHEET P.E. S�{121/61QM11'I E/DATE a Tt OF 28 SCHEDULE 11 SCHEDULE i2 SCHEDULE /3 MAXIMUM SHUTiER SPAN -L+" OR 'L MAXIMUM SHUTTER SPAN* -L+" IMUM SHUTTER SPAN*-L+' (ft.). FOR INSTALLATIONS AT ®/ $�IAEE7$I(JSL OR -L-- (f(.) FOR R "L-' (ft.)'INSTALLATIONS INSTALLATION._I Fc� • NOTES: AL or(,� or(� INSTALLATIONS W/ CONCRETE k W/ ONE H.V. LOCK ® or ® or or W/ ONE HV LOCKS MANSORY wood (1) L+:WAXIMUu ALLOWABLE SPAN FOR A GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A. B. C. D. E. M, N. O, P. 0, AS.D. POSBfVE DESIGN PRESSURE RATING. CENTERMATES®dt®W/ ONE FIV W/ NO LOCKI RS ODS MOUNTING F, K k L R. S, & V. L-: MAX.ALLOAABIE SPIN FOR A GIVEN NEGATIVE LOCK®W/1W0 LOCKING RODS ®TOP h (SEE NOTE t) aS.O. DESIGN F'RESSVRE RATING. BOTTOM SEE NOTE FLOOR/CEAJNG G, H. I, It k J T, U. W & X (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR MNL ASP CONCRETE*WOOD MSTALLATMONS OCONCPEE h CO MOUNTING WALL UWM4GS(TCP/BOTTOM)OR FLOOR/CELW,: ,uE Die ,wL Ain RUM tr/ll Ltl01 �1e INSTALLATIONS E TIGIVEN A POSITIVE AS.O.DES"PRESSURE RAIINO, Meq WALL � MOUNT 0 DETERMINE MAXIMUM SPAN 1+"FROM SCHEDULE. (+Oe-) (•W-) nOa+/ � 0 of-) FLOOR ypUNnRC GIVEN A NEGATIVE ASA DESIGN PRESSURE RATING. L4 l- L♦ L- 1+ 0) L- 1.4 L-Q1) DETERMINE MAXeIUM SPIN'L-'FROM SCHEDULF- 30 OR 1W-W 1W-O' 16'-0' 1W-0' 30 IW-0" 16'-0' 30 16'-0' 16'-0' FINAL MAXM/IA(ALLOM/BIE SPAN IS EQUAL TO THE 35 14'-10' 14'-10• IV-2' 16•-0' 35 14'-10' f1'-10' 35 1S'-2' 16'-10" 0 MAXIMUM SHUTTER SPAN T.+•OR•L-'FOR y)Niy�DETERMINED STAN BETWEEN 'L+-AND 'L-' 40 13•-lit- 13'-10• i-4-2• 1s•-r 40 13•-t0• 13'-lo• 40 14'-Y Ir-1• INSTALLATIONS INTO WOOD SHALL BE uA9TED To 43 Is-1' 13--1' 1 13'-4- f4•-3' 45 13'-1' 3'-1" E70 13'-4' 14'-W 105 W.AS.D DESIGN PRESSURE RATING. (3) PROCEDURE TO DEIFRMINE MAXWUM SPAN FOR 50 Ir-51 tr-8" i2•-e- 13'-Y 50 12'-8' W-r tr-r 13•-1' COMBINATIONS IN BETWEEN WALL uQuNnNGs 55 11'-10' 11'-10' 1r-1' tr-1f' 55 11--10' It'-lo' 11'-1' 11'-11' W/ FLOOR/COLING RAMMING$: 60 11"-4' 11'-{• 11'-7" tr-4" 80 11'-{' 11--4' 1W-r t0•-11' FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 65 10'-10' i7-10' 11'-1' 11'-1Y 63 10'-10' 10'-10' 9--Y 1W-1• RATING: 70 TG-a• 10•-r t0'-9' I V-r 7 1W-6" 10•-6' W-9" 9-4' LI+-DETEMINE: 't HV CORNER CEMERAIATE/3 IMY BE USED AT ALL Lt+� MAK SPAN FOR MALL IAOUNTING INSTA11ATpNS. 75 1W-1• 1W-1' 10'-4' I1'-1' 75 1W-1• 1W-1' - a•-W MOUNTIIG MSTAL(ATIONS. LOCKING SPECWCAnoms L2+- MAX.SPAN FOR FLOCR/CERMG MOUNTING 80 W-10' W-lar t0'-0, 1W-9- 80 W-10" W-10' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 INSTAILOIONS. 85 9'-6' W-e' 9--r 1W-r 85 W-6' W-r NOTE/5,SFEET 5. FOR A GNEN NEGATIEASO. DESIGN PRESSURE 90 9•-3' 9•,Y 9-5" 10'-1' 90 W-3' W-3' RATING 95 W-0' e•-9• 9'-r W-10• 95 W-0' W-0' DETERMINE 100 a'-9' 8'-4' 9'-0• 9'-7' 100 6'-9' 9'-4' LI MAX SPAN FOR MALL MOUNTING INSTALLATIONS. U-� MAX'.SPAN FOR FLOOR/CEILING MOUNTING 105 W-7' r-11' 6'-9" W-4' 105 IY-7' r-11' INSTALLATIONS. 110 W-4• 7--7- r-7" 9•-2' 110 IV-{• r-r SEPARATION TO GLASS SCHEDULE O THE 115 W-2' r-.r a•-4" W-11' lis Ir-21r-3' FINAL AUXnuu Al10WA9E SPAN L,EON 'L 120 a•-r W-11' e'-r a'-9' 120 a'-0' e'-11' ueRMIUM BETWEEN 11+:72+'. 'LI AND 1z-' 125 1 r-1o• W-8• W-0• e•-4" 125 r-101 4Y-B WIND ZONE MINIMUM (4) CA TO ANCHOR SOEDULE WITH FINAL MA)OMUM t3o r-r W-6" r-lar a-1• 130 r-a- 6•-5• ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 135 7'-7' 6'-,r 7--9' r-9' 135 r-7' 6•-2• TO GLASS PRESSURE RATING TO UEIFAIINE MAXIMUM ANCHOR SPACING, 140 T-5' W-11• r-7" r-r 140 r W 5'-11' 145 7-0' W-9' r-8' r-3 t 43 r-r a'-9' 1 TH R U 3 ) 150 7--r 8-7- r-1• 7--0" 150 r-r 8'-7 155 7--e 0'-a' r-2- 9'-9' 155 r-o' 8'-a' 160 W-11- W-r r-1" 6'-T 160 W-11• W-2' 165 6'-1W 8'-1• r-0' 6'-Y lbs W-to' a'-1' 170 e'-9' 0-11' G-11" W-2' 170 8'-9' 4-ii• 173 W-7' V-w W-a' 6'-0' 175 I-7 4'-9' 160 e'-e' a'-e' -8 W-10'W-10' ISO e-a' 4'-9" 185 6'-6' 41-6' 8•- '7' 8'-8' 185 C--r 4'-6' 190 W-4' 4'-6' 6'-63'-r 190 6'-4' 4•-s• O H V B LA D E 195 4'13' 4�1' W-S' 5'-0' 195 W-3' 4'-3' 200 W-21 4'-2' W-4' a'-3' 200 W-2' 4•-r los a-1• 4'-t• K-3• r-t- los 1 4r-I* 4•-1FLARIDA BUILDING CODE Man Itigh Velocity Hurricane Zone `,,•����A•TI((%j''�. 0 2015 EWERN METAL SUPPLY.INC. �`''�Q� ��CEN ' `�9'',, BERTHA HVTM IL EGO ,m A■S.S■A■ Accordion Shutter System --P! v.WADE III Wj CRr 0 KV.WIDOW BM h HV.BIDE American Shutter Systema or"PAW a,n DRAWN er ML ! 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