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HomeMy WebLinkAboutProduct Approval IY BCIS Home Login I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Links i Searchv Florida �! 'Product Approval LAI USER:Public User Product Approval Menu.>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revi 'on Code Version 014 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative. Address/Phone/Email Category Shutters Subcategory Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1, 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 D Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf 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 T 4 Y,l.h 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 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Nan-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.1)df 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 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.Pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/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"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade xtruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-08 (top and bottom)for storm protection Limits of Use nstallation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRW�15 .pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab oforida Inc. Impact Resistant:Yes art : Yes Design Pressure:N/A 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.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +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 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (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.15-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P:E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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: Credit Card . Safe GENERAL NOTES: 1.BERTH KV.ACCORDION SHUTTER SYSid SHOWN ON THE PRODUCT EVALLATON OOCUNFNf(PLDJ WS BEEN YEItIRID FOR LOMPWNCE W ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA WILDING CODE THIS ACCORDION SHUTTER SYSIEM S44L NOT BE INSTALLED AT HIGH VF1DCn5'HURRICANE ZONE C CONTENTS� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUnER WILL TABLE OF CON I EN H S BE WSALLED WITH A DUWRTNARIY FACTOR Kd-02 5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASDJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TKRU 15.19&20. M ORDER TO VERIFY THE ABOVE CONDIM14 ULIMRE DESIGN WINO LOADS DETERM9RD PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA.1: HV BLADES n1 dE BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 11 THRU 15.19&20. _ GFHF]NL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS AM USED IN THOR. SYSTEM COMPONENTS 1-20 SHEEP 2 ANALYSIS.HOWEVER.A WINO DURATION FACTOR CO-1.60 WAS USED FOR VERTIOATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ; TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORT TYPICAL WINDOW BLADE&WINDOW DETAIL -HVBLADE O 10214.01-0110713.01-0 /1004.al-05.11214.01- 10317.D2-09/0609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-I8B8 AREA 9: HV 13AIS to AND HV WINDOW B AD (17P AND E-1996 STANDVIDS(MISSILE LEVEL 0,WIND ZONES 1,2&3)&11f3,220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLEI -HV WNDOW BLADE m 10505.01-08 AS PER ASN E-1885 AND E-1996(MUSILE LEVEL 0,WIND ZONES 1.2 3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETA(I3 A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND W WINDOW BLADE OE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS ACONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M.CONQME/BLOCK SHEET 7 S BERTHA X.V.ACCORDION PWS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275•MIO/14X1.75•RESPECTIVELY.410-Hr MIMUM SERIES CENTERMATE DETAILS W SHEET 8 SD1NlE55 STEEL SOARERS WTIH 135.0 MI YIELD STRENGTH AND 180 IDI TENSILE SIREN=.PWS SHALL BE COATED WITH BERTHA W BACROSXIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTFRMA7E ALTERNATING OCTADS EIV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV wmG ON THEIR READ. 4.ALL ALUMINUM EXTRUSIONS SHAD.BE ALUMINUM ASSOCIATION ALLOT AND TEMPER AS INDICTED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6003-M ALLOY E 30.0 DD oi A397 Ami FOR END CONNECTION LES 1-8,CONLREEE/BIACN SHEET 10 6005-75 ALLOY. MAXIMUM SPMA TABLES SHEET T1 ANCHOR SCHEDULE-CONCRIETE&BLOCK SHEET 12 S ALL SCREWS TO BE STAOBESS STEER 304 OR 316 ASI SERFSOR CORROSION RESISTANT COATED CARBON STEL AS PER WN 50618 WITH 50 Dol UK YIELD STRENGTH AND 90 W MW.T09LE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BURRING CODE SECTION 2411.3.&4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.BOLTS TO BE ASAI A-W7 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(D:12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE(D&& WORKING W UNISON:12.13&15 INSTALLATION DETAILS S-X WAND SHEET 17 BERM BEAKV.ACCO RD:ON SHAMAN SYSTEM BEARS A US PATENT 15W9,502.COMPONENTS OF THE APPROVAL ARE COVERED,W WHOLE OR W PARE BY U.S.PATENT/5'458,179 ISSUED 10 F15IFAN END CONNECTION DETAILS 7-12&X WOOD SHEET iB METAL SUPPLY.INC. 9.T SAL BE THE RESPOIS®RRY OF THE CONTACTOR TO VERA'THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER E TO HE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAUUK AREA 3: HV WINDOW BLADE ONLY (TART ALL SHUTTER COMPONENT EDDIES WHICH REMAIN.THRID FASTENING IN CONnNUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/FAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUS'BEAN PERMANENT LABEL IN A VISIBLE PUCE WITH WARMING NOTE DURING PERIODS OF HURRICANE WARNINGS NONE OWNER.TENANT.OR OTHERS,MUS PROPERLY CLOSE ALL W AND HD CENTwATES AND ENGAGE OR LOCK ALL W AND NO LACKS AREA 4- HV WINDOW BLADE in ONLY 11.SHARER MPNUFACNREYS LABEL STALL BE UICTEO ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 RACED FOR EVERY OPENING IABEING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SBTEY'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THE DRAWING RLS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT E APPLIED TO. '13.(a)THIS P.ED.PREPARED BY THE ENGINEER E GENERIC AND DOES NOT PROVIDE INFOHMATON FOR A SITE SPECIFIC PROJECT,L.WHERE THE SRE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEIFCRON.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THE PRODUCT.BASED ON THIS P.E.O.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE E THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)1105 RE D.WILL BE CONSIDEREDURVAl1D O MITRED BY ANY MEANS "SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FIOROA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EMR)FOR THE PROJECT AND WILD WILL BE REVIEW.MILE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGMED ENGINEER TO THE PS-0.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ' (e)ORIGINAL REA SHALL BEAR THE DATE AND ORIC9AL SEAL AND SIGNATURE OF THE PROFE590NAL ENGINEER OF RECORD THAT PREPARED IT. - 1 FLORIDA BUILDING CODE Hon High Velocity Hurricone lone XD 2015 EASTERN METAL SUPPLY,INC. A BERTHA TM IL E C O E.C, A■S■S■A■ Accordion Shutter System H.v annE$1 w/OR w/D Hv.WWOVI BALE American Shunter Systems 6.n 6�A,607 y(A� THUT TESTING&ENGINEERING COMPANY OF.,.. *= CSv Nt 3Uh R.sla RS T�N'A 011aEMs.nIDmA 371 AA;Seoc(atlon, Inc. 1 OLD 11-192 yn 15 DATE 4 13/15 ; Plne.;(xi57eT1-1sw.Fm:(3057871-15]t 4268 Westroads Drive 2 WINO ND '4 rLj'''•.�„DU�.'.1�i��` a-mm:I,TI.coeaa.com West Palrn Beach• FL 33407 3 NAL ENG,��\OwALTEn A.luff DG.1J..PE. 4 15- P.E. SEAL/�LDLSX�l1RE/DATE nDRID4 11u 1441sT SHEET 0 2 491• 4.0r 4mg, (DIEV SOLID BLAB V_ffl!.180! STARTER COVERED UNDER US PATENT 111 5458179p- USE W/ I' I USE AND TEMPER FIV BLADE t1J Hy WINDOW flup a ..EMUALLOYIA..TE ow tiv -SEE LIMITATIONS OF USE OF BLADE(9 ON SHEET 19 6063-T6 ABL BLADED 6053-T6 ALLOY AND TEMPER ALL .t4 AKO TEMPER QUALIFIED FOR U vfj, (j)HY ADJ. ADAPTER 4.' .E(f HV @KV WALK—OVER TRACK Q ADJ. fLOdR TRACK8063-TO ALLOY AND TEMPER OUR ED FOR W/w (�)a K so El QUALIFIED FOR USE W1 W QUALIFIED FOR USE W/HV _T.ALLOY TEMPER BLADE(D ONLY. @ HV RAINQUARD BLADE,. H�ES eaes-TS ALLOY AND TEMPER QUALIFIED FOR W/w 6003-TG ALLOY A D TEMPER 85NE T. 6063-T6 A TEMPER a- 1 HV HEADER SILL VARES 1.930' Q ow 'n N� a. Ky CEILING HEADER HD CEILING HEADER/SILL W/Pill ONLY, QUALIFIED E AND BLADE ONLY AFIED FOR USE USAW AND TEMPEW QUALIFIED FOR USE W/W BLACEQ) HO WALL HENDER(ZILL GTD..PER VALID VJ23!T6 SEE SE SEE SECTIONS FOR VALID[TY, QUALIFIED FOR USE W/KV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEp1 ONLY. 606340 ALLOY AND TEMPER COMPONENT A D 11 FT2 5�1 t 002' 2- wxj wer -1 2.V 7'MAX0.19o" woo. 411AUFIED R USE HV Q REIFIED FOR USE W/Hv ALUMINUM ANGLES 8�jDE ANGLES coggg POSTS EILADE(i) E W1 W RM 0 USE LIE 6063-15 ALLOY AND TEMPER ONLY. r IrMoLl.,3vio.1w] 6°63-T6 AND ER AND TEMPER FLORIDA BUILDING CODE Bon High Velocity Hurricane Zone: 0 2015 EASTERN METAL SUPPLY.INC. BIERTIM HVTm Accordion Shutter System fT ME C 0 A.S.S.A. KV.BLADE#1 W/OR W10 KV. MME American Shutter Systems MIT DRATMet ST of .4 TILLIT TESTING A,ENGINEERING COMPANY -ts2 0: Association. I I OLD 11 4/13/15 M 4 13!15 4268 Westr..ds Drive 2 1-1331 DRAWING No 0 West Palm Beach, FL 33407 3 5 ...... WAMM&MI.Ix. lj5-085 I N P& FLOM ll�j u167 SHEEr P. DATE i 20 4.880' 9 9' 1. 8' /'-J,,pmlf�'-m x0119 Fnwtl t 4•_m itAr .193' .745' � 'm vaud 8,1aO PNNIFD l CA9f • 4I' )e (2 TR.) g BLVD FNtOm 1,m2• 11 .318 e29•d s p144 • A 41J(L1rA11[ (41w0YE NAIFD) ft HV CENTERMATE HV EGRESS LOCK QUAUFlED FOR USE W/HY BLADEO&®ONLY AR HV FLOATING CENTE 0 QUALIFIED OR USE W/HV QUALIFIED OR USE W/HV 6063-T6 ALLOY AND TEMPER pU ED FOR USE W/HV BLADE) & ONLY 6083-i8 AHOY AND TEMPER BLADE &®ONLY. BIADE�& ONLY. 21p UFl60 230'am. FOR USE W/HV BLADE) ONLY t 1e. e74' 6063-T6 ALLOT AND TEMPERPLA9NEAO R 4.045 YOW1DEClCl C, u°Q yl - 5'' 60'APTa2 RIVETRIC EFO 1/4"9-20 x 3/4' 6RE 20GS S THUMBSCREWALLOY)LA NUMW.PA t CM AS YIINUFACNNrD 8T Av08.CHMaD,m.".PYi9PPOW,10:A JDRT 02054 OR" HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY I� HV FEMALE "T" LOCK CENTERMATE ® R USE oUALIFlED Fog usE QUALIFIED FOR USE W/HV BIADEQONLY 6083-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE 1Y� FIBI�AOE0100NLY. 6LAOE VT ONLY. 6063-TB ALLOY AND TEMPER 6063-T6 ALLOY AND TENPE 1.91] 91Y � 3.161 — D CILNOCal ER ER O �• Ofl 114•~ .093 .214' KEY CWNDEA - �-' .su' _ R 0.673'Yin. .125'Yaa OHi) atingmart w .6 QUAIJFlED FOR USE W/HV BLADE 1 & A ®pUHLIFlED FOR USE W/HV BLADE(D&& "" .�• 6063-76 ALLOY AND TEMPER ®HD CENTERf, S ^� vNa 12'Mw fi063-T6 ALLOY AND TEMPER pUAL1FlED FOR USE W�HV BIADE 8083-Tfi ALLOY NO TEMPER THUINBNRI/ ROD A2TIL 1NINe5ID216 *1/2- Cm:Cm:oE7n D0 OR KET 115 1} Nin CTUHDFR � 1.78 Yet ®LOCKING RODD µe ®HD LOCK QUALIFIED FOR USE W HV BLADEQ7 7s� / ®HV 3/B"0-16 ACETAL 1/4' 0-20 AI 1304 BY REGQIf HARDWARE MORD /H SORES BLAD O N BOLT LDQ(. ,� 6063-T6 ALLOT AND TEMPER FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE(D& & A O e/INSfALLATDN WLL REQUIRE A 7/16'HOLE THUMBSCREWS / FLORIDABUILDING CODE(Nan High Velocity Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED \t L O BLADE 01 QUALIFIED FOR USE W HV BLADED y ty lk- ✓I�, ®2015 EAS7E)RI PETAL SUPPLY,MG BERTHA HVTM Accordion Shutter SystemA.S.S■A.-FiL E tv BADE fft w/OR w/o Hv WWON BADE American Shutter Systems o6r3�m aE oR JK a YL TPT W� TIWT TESTING&ENGINEERING COMPANY 5 k7� Association. Inc. 1 ALD n-Isz 413/1s ARE: 4/13/1s :�-Q�'•. ��I()Q �_�` eJv la..aem.ea s*.Soa waatu wuvo.xDim.3,1 vn""'fy-`r Pna.e,(Sa51_l5w. F-:(mJ)871_tyn 4266 Westroads Driva 2 DRAWING Na �.,,FF•••......•RC1 a:ear..ceootmm west Palm Beach. FL 33407 3 15-085 rwam A�iwre7ta.P.c a SHEET nnRaA P.E.SEAL/SIGNATURE/DATE u` "I" e 3 F 2D SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 3/8'e 12'MIN. CE 41 To BLADE P 935' QBLADE 1 \I .tws• W ® HV BLADE lA 11V WLYDaW BLADE .0673' _ A6u .BLS• 'e OPENIN .19u' smvNY: ® HV LONG RECESSED NYLON BUSHING ` KN�ucIaE .052 os •"• HV SHORT RECESSED NYLON BUSHING Al ® HV NYLON HAT WASHER (DOR® qD� rw mmaN RIJ �. HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16"THICK NYLON WHEEL N 2 7/9'WN.CLEW NIRDQW 0.188'0 AIS]]302 SERIES S.S.RIVETS 715'0 SEpAmAnpL BETWFN 'amu' 0825• .]303' ® HV 1 3/4'ACCORDION PIN W/g8 HEAD* EXTERIOR OPSLADE ENWGS t s 3/4• ® HV 2 3/4'ACCORDION PIN W/(r8 HEAD -# �L 4 3 t/4 7 Q0 41 4Tp' ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW BLIWEN TYPICAL HV WINDOW BLADE (IAl AND POLYCARBONATE HV WINDOW DETAIL @--j(DOR® I[I-Er'. 4 or ® ^ ® N.Ts. E NATE ropp UIREYENTS) i (L)OR® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROIAN 3103 POLYCARBONATE * I RESINS.UV–STABILIZED GRADE OR SABIC UIREMENTS AT EXTERIOR BLADE KNUCKLE FORgme LTO BLADE u INNOVATIVE PLASTIC LEXAN 103 RESIN OR® (SEE NOTE'F'ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® CIE BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV(D OR ® POLYCARBONATE SOURCES FOR 19 HV®BLADE. EXTERIOR , Ie�•• 'RICAL SHUTTER ASSEMBLY Taa4 P�vn® smram (2) HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT V- -®0on an EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1Q W=4' BLADE'S KNUCKLE. nax, (SEE NOTE+FOR sarc amm++* un moi mW EDM' nw m/ti BLADE WHEN CORRESPONDING TO INSTALLATION 'Ii', SHEET 7. 04 % REQUIREMENTS) MOmMUW: TVP. Tom srawnl�B ,�aM moa wm..+ asam W. (3) HV PIN®OR @ W/ 1/2'O.D. 1/16'THICK S.S. WASHER O wnwu tmws Tua Am slum mm�,.�4 1 P�+r SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'eA ieec9 SHEET WHEEL CARRIAGE DETAIL :�°°m °1' "'• mu"` -p�,s, MEMBLY LAYOUI + + ICF®®6t SIY M9 1aALL�rTlai�F 110a1C .mY® a--PLL M HV BLADE SOLID & ® HV WINDOW BLADE DETAILS �'��°° ""® I -,j" N.T.S. FLORDA BUILDING CODE Non High Velocity Hurricane Zone a°`��(ER k.Tj�'•,,,� 0 2015 EASTERN MErA SUPPLr.INC. B R HA H TW IL E OO R.r. A.S.S.A. Accordion Shutter System = AmeAcan ShMHer Systems HV.MADE g1 w/OR w/o KV.WINDOW RAM TIWT TESTING R ENGINEERING COMPANY Ew. s�smrn LUT[ a— Association, rL p: ATE OF ?*� mss N.W 1es.e1.m.mm.wrmu u+meme:Rer�3m+e Association, Inc. , OLD 11-192 N13 is Rise 4/13/13 Phm.;(30.5)in1_1'3b,ro.;(3w)em1-1aT1 4268 Westroads Drive 3 DRAWING No F•..ORI ,Pwm m.momaom West Palm Beach, FL 33407 a 15-085 ���'''•,,s,/NNAL ENG�•� WILIFA A TRilf�+b.PL 4 P.E.S`@lR�XSIBi�%RE/DATE DQI1mu U`/uiB) s SHEEP e 4 0 20 NOTES ON HV LOCKS AND CENTERMATE1 A ■ a ®•�" x x T u O �];ONE HV LOCK®Dr®SWA.BE USO AT 1/2 OF SHINER SPAN FOR ANY SPAN EL 12'ABOVE OR fi�W �2 OF SHUTTER SPAN FOR SPANS UP TO 10OC AND FOR KISTAI1�TIONS ANY ELLVADON.ITV LOCK w MAY BE USED AS AN INSIDE OR OUT90E IOFJ(,ATRCHO TO Qy OR TYPICAL SHSH Y!/(2)1/4'0-20 x 1/2'LONG FUT HEAD ss Y.S.LOCATION OF LOCK SHALL BE AS INDICATED ON UTTER ELEVATION. ®" 2. 0'DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP ro TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CfOLIERNAT6 OR Iq SHAI BE AS INDICATED ON NOTE(1)ABOVE �yNNVV�■■ � LOCA ON OF LOCKS SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION J. SPMRY CONDMON 11 OR LIMED M%NDATORf CONDITION OPMONAL CONDITION 02 ONLY WHEN M { 'EJ°NVJa�• �® E USO IF O E SH IDUTTFRRP D(AFO SCE�OCKWGI RODS Td ORIAN ALTERNATIVE DEMAY MAY ALSO BE USED AT STACIONG POSITION(NON HURRICANE POSITION). <. •ONE HV(ACK® ® BE USED AT CORNER CENTERMATES FOR ANY SPAN AND ALLATIONS HV LOCK mSW1(L BE USED AS AN OUMDE OR INSIDE LOLI(, ATTACHED 0 Q�CORNER SENTETiMATE W/(2)1/4 0-20 x 1/2'LONG FLAT HEAD S.S.YS.TWO LOCKING!KIDS �b AT TOP&BDTTOM SHALL BE USO.L DON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �--- MAXIMUM SHINER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12- S. 25 •ONE ALTERNATE Hv LOCK MAY BE O W UED OF HV LOLK FOR MTY SPAN AND Q � INST DONS AT ANY ELEVATION A NATE IDLK®YAY BE USED AS IM 12 AN SOE OR OUTSIDE LOG(.ATTACHYFM OF 1/4'0-20x3/{'S.S.TKUMBSCREW ro®OR®CENIERMAT6 5lWl BE MADE W/1/4.0-20x3/4•ALAI. Sir RIVNUT AS SHOWN ON SECDON HVE,SHEET e.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTQL SPAN OR TWO 1 A Cll=Ng C_ ' LOCKS AT 1/3 OF SHUTTER SPAN. uwDATDRY CONDITION +FDR KEYSION O+DNG cru1A110 C ONE LN LOCK 0 w®or 0 SHALL BE USED AT 1/2 OF BHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR BELOW 1/2 OF SORTER SPAN FOR SPANS UP TO ea'.AND FOR INSOLIATIONS AT ANY ELEVATION.HV LOCK 0ar® r O®MAY BE USED AS AN INSDE OR OUTSIDE LOCK.ATTACHED To®or®SYMMETRICAL CENTERMATES w/(z)1/4-O SL x 1/z•LONG FLAT HEAD S CSEE END-J M.SONNECTION R@ L�TOPOAND N OF BOTTOM 6 COMPLETELY MANDATORY. �SHLOCK SHALL BE AS INDICATED ON UTTER ELEVATION.USE OF LOCKING RODS®W/ DETAILS ON o F E N 1 K L x v a Y ■ x SHEETS 10& Is TVP.FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OGHT. T OF CORNER 1 . RIDEA 00NDEIGN J1 VAUD,ONLY FOR CENTERMATE )R>tj ONE ALTQiNATE HV'Y_RX. OCK MAY BE W UEU OF HV LOCKS OR FDR ANY SPAN AND I ALI-n AT ANY ELEVATOR.A TE LOCK Y BE USED AS AN NV'lINSIDE OR 0 OE LOCK.ATTACHMENT O ®"'©•®'©•©O1 OF LOCK INCLU06 USING REINFORCING ,AS SHOWN ON SECTION RVG,SHEET B•WHICH MUST BE T o• CORRECTED.ro c1DNTERwTEs®AKO®w/1/4'■-2eoxo x 18. 1/z•Larvc ss TwtEADED BOLT w/7/ae x 3/32' ©•O] •©m©•Q7 •®a MAX MUTA WINGNUr OABOVE AN/0•BEIOWIYIDSPAN.USE OF TWO LOCKING RODS®TOP AND BOfOY IS MANDATORYMAY BE NSTALLED AT . OR 12• QB•®"®•�a 1®•�5 a t©•® eNOTES ON HD LOCKS & CENTER 1. 1DL1f RD MMUMATES;M OR W/3Q.ONE ALTERNATE HO LOCK()MAYBE USED W UEU OF_ TYPICAL n HV BLADE SHUTTER ELEVATION In LOCHS OR W/FDR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. AL TERNA TE ED LOCK®WAY BE USED N.T.S. AS AN INSIDE OR OUISO LOCK.ATrACHMEMT OF HO LOCK�17D�IS W/3 fB x 3/B'F.H.SSYS.•AND INCLUDES RONFORCEMEM INSERT AS BROWN ON SETTDIS HOe- AEIa DG-HVC,S02T 10.LOCK Sl BE WSTMIED AT YIOSPAN OR 12'MAXIMIY BE1Dw OR ABOVE MI0.5PAN.USE OF LOMNO ROOS IS COMPLETELY OPTIONAL FLORIDMA WIWI on High Velocity Iturrican. Z.ne A Tri ®2015 ERSTERN META SUPPLY.M. �P��EAA r,<4T✓'- BERTHA VTM uCENS�'.,9- A S S A Accordion Shutter System L ECO ■L. Kv BIADE JT W1 CR WAD KV.VAt W El TILLN TESTING&ENGINEERING COMPANY American Shutter Systems — wrz D—M e„ .e=. STATE OF io` ea,„.,34u n,,,,,�,30x,, cNmatlWeA,,, Assoefetlon, Inc. 1 OLD 11-192413/15 tiF. 4/13/13 (w5)e71-1330.Fw:(ao3)eT,-1aT1 4258 Westroads Drive 2 DRAWING No .-mmw:MhcoO,plmm West Palm Beach, FL 33407 a ■ALS A.TILUT L.P.E. 15-085 P.E. 5 rrFDtOMIU1RE/DATE R0 a 1 441■T a SH5 T OF 20 CRETE ANCHORS PoUPED CONCRETE POURED (SEE,SCHEDULE ON OR CONCRETE 8LOCx POURED CONCAfDE REOIPREO 1/4'W-20.0/{'S.S CONCRETE REOUIREO 9Rff 13) CONCRETE ANCHORS NACMNE SCREYS REQUIRED CDR (SEE SCHEDULE ON R/1/4'-20 CONCRETE AICHORS Q 18 (SCE uamnnD®an SNRT Y) SHEET 13) NUTS O 12'O.0 (SEE SCHEDULE ON SHEET 13) t' 1' OR® ft�N'2G 4"53. Yin. _ EWS _ -__ D NUTS E 0.• .230MOH. -- O Ot O0"Naw OfTONAItt1D 1 OR i NTN.SEPARATION TO GLASSA , )N.SEPARATION TO CUSS1GLASS x SCNE7RRE ON SHEEP ir(SEE SCHEDULE ON SHEET 1 HV WALL HEADER INSTALIATfON GAss ©HV WALL HEADER INSTALLATION 0 HV WALL HEADER INSTALLATION + KEYSTONE Demme NTN. ION TO GLASS UTwSs II` • -00R®� —Q1 EwsnNc�—( SCHEDULE ON SHEET 1 q I I I 1 YUL sEPaunaN 70 LASS GV55 1N CIA eAZ mW (SEE SCHEDULE ON SHEEP 11) i asm sw eAmmA® � Ocsnxc �OPTIONAL. it I/{"Nal. E • ' � Nm.;�OPTIONAL _O GR O E 0! D. ? /2• -- 19 3 —_ 12 4 - - t 4'.,- a. zo13/{ S.S.SS Ee PIBWPS 1RUSS NUO 1/4'0-2013/{'SS.PNIWPS NCRETE ANCHORS 1 1 B UACHUHE SCREWS USINO CONCRETE ANCHORS TRUSS NUO WCWNE SCREWS POURED CONCRETE (SFE SCHEDULE ON 5HEEr 73) Nin. 1/1. C-20 NUTS O 12"O.C. POUREC OR CONCRETE SLOG( (SHEET SEE SCHEDULE ON W/1/4•-20 NUTS O 12'O.0 GR CONCRETE BLOCK (SEE�CRETE� REQUIRED ON RE°B0ED QHV WALL SILL INSTAWITON POURED m (1t)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALLIMOTIE REQUIRED Q HV WALL SILL INSTALLATION I-SEE `ET4FOR7MMO-NATION OF "UTT INSTALLATION DETAILS W/ 1-SEE SHEEP 4 EDTA 7TPICAL SNURFA •E 0. EIM OISTM'CE ASSEII UN ♦SEE UN ATKINS OF USE El)R 2-YOUNIWC SECImNS oN lII COMBINED (�SDEC0ICOIONS ON SHEET 1>) OWE 8CJ SHEEP IB HV BLADE IN ANY WRY TO SUR ANY INSTALLATION. unnuN FLOW BUM NG CGDE Non High Velocity Hurricane Zone m 2ols PASTERN NETAL SUPPLY.INC. " l ' BERTHA HVTM = IL EC A■S.S■A. Accordion Shutter System H.V.BADE#1 W/(R W/0 HV.WINDOW RAM Amerfean Shuffer SystemsW01.1 - TIWT TESTING k ENGINEERING COMPANY SHB AeeOCtaflOnO Ino. {Ts/15 wiE 4 IJ/ls lORIu rnon•;(M)en_lyw.Pm:(=)e71-ISs1 4268 Westroads Drive DRAWING NO ' —a.aNcoOna.mn West Palm Beach, FL 33407 LE� tWUR�t LUT".I. SHEETCIS 0P.E.SEALJ�I�i� r1E/OATS 8 of 20 POURED CONCRETE ANCHORS Ha+.sPnF�m1 O I t A Ohm 1 CONCRETE (SEE SCHEDULE ON SHEET 13) 1 OR i lOoiSpO REQUIRED EDGE a 0-0— +AS—i ,aA srvA.aal AOa it) 9 I COB1E EDasnx___G O'• (Dd® 41AS5�i ANCH uE%19IING/ ANCHOR CLAS IOGDON TEX SCR HIX WASHER HEAD 11 QR 1 i J/ ,wE ra SCREWS m 12.O.C. ) W.=.E. OF 3/° CONCRETE ANCHORS 6ff ©. 7 (SEE SCHEDULE ON SHEET 13) EDCE aF EDGE a , SLAB ff BLAH ff 1/2 1 EDGE OF APRUCAB F APPLICABLE 0. APP"BL1O,, POURED PDFW ANCHORS I CONCRETE °' REQVRED (SEE SCHEDULE ON SHEET 14) e/¢mtm PoUREO REQUIRED TUT NFAO CONCRETE ANCHORS OR® CRE°QUIRm D. O. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION AUD ONLY FOR UP TO+70,-75 PSF A.S.D. Q HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PSCHEDULRESSURE RATING k FOR SPANS PER ®HV CEILING INSTALLATION HDA Na CONCRETE ANCHORS A 0 (SEE EET SCHEDULE ON I/a31 m 11L90IX TAFWH• a/ a1/ ,q 1 E GSMG I E1611Hc ) t°oMa.Y OOR,/49 fa,NNB. I 1/1• E105TDTG c nIADF]B nPw++Awes w/ MATT. GLASS GLASS��ee,mui[w sm m N I �O 1]/4.ON.0®uW o C o ImSom°Xas ,l) — P w V-T V w 'riA4z. 1 45D°iv T a E10wprc F�AWt'TR3 wn 6 � DTP.)(aE a�tt tH slfr 11 � 1/z• �;1 Il W14.10]( Hal laMllGH MARC (@ TEK SC NFAO GDM.salty r ' ,Hx 01 SCREWS Il /14.3/4• REX HEAD O Iz•O.C. t 9• 6 ) •j': 2-/s•SS u5 ra scRaTs m s•oa ---- /tam/C Sas. / CONCRETE ANCHORS _ _ 6,7O ] t'•'. o t2•as OR 1 4'4-20 SS MS' i O 9.O.C. ___ ' MaA. '::•: w/Nur o a'O.a i S�HEEri4j uLE oN $ t t :._;•;.! . 9TP---' 17 a 18 �O am we ON smoc Rb O t/2' t' 77 18 ..:z.W.`, wu TRaH(aEcoRAmc w EDGE OFS.O.S. '•t.-• E0. s>LL7 SLAB ff IIa.3/.'F.N.50.5. e,a11N. :'.. :. ��a- 17 xaa�E l 1 7 8' 1 7/e APPLI CONCRETE ANCHORS O B'O.C. gym SEE NOTE 13(b) NOTE 13(b) - POURED CCWFEfE (SEE SCHEDULE ON ON SHEET 1POURED CONCRETE ON SHEET, OR CONCRETE BLOC( SHEET 14)ID OR CONCRETE ER.00K REQmxED REQUIRE) �KEYSTONE MOUNTING INMLLATION °PHONAL (K) ALV WALL FLOOR INSTALLATION © Hy WALL WALK—OVER INSTALLATION REOUDOD unarm SMIIIFA SPAN S-0' Q HV RAINWU 81) INSTALLATION t )ate: NOTE GOR COMTHS INSTALLATION SFALL BE BIEUnON 0i SECTIONS: •E°. EDGE DISTANCE t RF]IOVABLE WHEN PEAS°RNm , ��„�,,w� (SEE SPECIFlCADONS ON SHEEP 1!) o AEhITRANCE A"OPERABLE EXIT 'B�Ea"o°"SH�rG9`°R INSTALLATION DETAILS W/ O HV BLADE IUKED IN A Y WAY M SUTr°AANNY ICAN INNsrwAnola FLDBIDA BUILDING CODE Non High Velocity Hurricane Zane 0 2015 EASTERN METAL SUPPLY.INC. B RT A H TM JC EC ONA KV.MADE W/at W/O HV.YNXTN MADEAccordion Shutter SystemiL S k ( *' American Shutter SyatameMON11-112 ( TWT TESFING k ENGINEERING CONPANYAB]oclallonH Inc.4268 Westm.ds Drive-Z!00.Fa::(3°5)°71-mm: West Palm Beach• FL 33407•P.E. S SIONAE/DATE7 OF 20 SEE END WALL,CONN ECTION Dj ILS ON EETS 10 3 18 SEE Noss off LowNc quos OUT sv IN r�oasRNa G.S INSTALLATIONS W/ 1 HV **AND"'"r'mm W`=ON s"E>"' �/ MAGE SUCK DEEAIL HW 5 VWD FOO ALL BLADE W HV CENTERMATES CE---ES fl-s-g-6:9. a'©'OO"'©°'10'®"' OR SEE END WALL CONNECTION E1I--------------------- —� 1 I O ® ®v 3 1/4- Y 6 1/2• Y YR11JM AIJ 2 $. v g• 1 (6&2)I `#WCD` / a©,® OPPOSING SYMMETRYCAL NulEµ/(y t/oa MCR�L1"E I 1/2" z• CENTERMATES CE ATES MIN.SEPARAMON �1�(raP/emmtr)s pm3 a•sas.0 1z• To a.Ls OVINT 01ai A2 'a as��+cHT. 'd!/ NV LOCK or¢o OC o (SEE SCHEDULE * ON SHEET 1,) 5 L: 5 P * 1 1 1/2• - r '® HVB oUT ®� * HVC 10'®"®•®'©'®^ HVA v®v© OvO 10•®°+ G POURED 6�(E OR WALL © O ®�©•O'wI t0•®��.®� .©� roomNc Rr-au CONCRETE a . a$. --------------- - - J G ®� E1asnRMICA ���•�� �®� roGnssMw-- b 1 ® ® (SEE SCHEDULE—q®� — ®v * OM�1OR) oN SXEEf,,, �714 GLASS CN (SEE IN OPNCRAL v®�ON SWEET 11) (IMERMR) _----- ---- _------ ---------- 0UT Vn3 CHHOR o __ ___ _ * 16'O.C. — 1 * vAR1Es 3 9? ® OUT 6,/2'MAY SUCK oUT (° IDR) HVE HVF** HVD FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone `N"l tu,A'T�rpyq ®2015 EASTERN AETAL SUPPLY.INC. •tE........ BEWMA HVTM P ' CEN _ A S S A Accordion Shutter System 1 L E C O INC. . . . . HV.81 Z1 W/OR W/O TLV.WINDOW RACE TIWT TESTING k ENGINEERING COMPANY American Shutter Systeman owWx er ML A= '�N'R 36°�S'+�'>m.`�°" "�^"' Association. Inc. t OLD 11-192 STATE OF 4/13/15 MIL 4,3/15 PNma:(3W7sr1-1530.F.: (ms)6rt-1531 4268 Westroads Drive a DRAWING ND OF FCORIDP.G�� 0 °® rOo°a C°" West Palm Beech. FL 33407 15-065 / WALTER A,1 8.67 ��AAi SS10 Ea P� XTERi,LoRILT,/tal6) a SHEET P.E.�YAIr 1CJRE DATE I e B 0 TO ALTERNATE INSTALLATION W/HV "T" LOC 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 48J j LOCKERS /n HV BLADE SEE END CONNEC710N OEf11L ON SHEETS to a to - INSTALLATION In HV BLADE OUT 1 f--17N '��°�X0QA9 awEms,o o�w xa xeu nm soere. W/ HD CENTERMATES ®�oo b ®� As eaL As x L nam s euaLmoLnn Nm xm. 7.8•1 umx�(1[o ox 1303 sR¢r,wr�iatn>mm 1Ns x crc END WALL COxNECf1014 I o w®�®1 ©®� rts Nu o0 oLnA s owx w ms mune ON SHEETS 10 a to -.rum, •® __ owomr ' am aiyr �°"(E,a i n�onf•nsvaLs Rn.RO,rR,. --x-W NIN 5 sLOCK 3(oma) TONSIDE) I 13LPugs ) "�� rgra ) a 1 ..... 31_�.°x z 5 1 2 13 31 ox® 33 a 31 m® *sg some Toa RaaR 1/4" II-20 x 1 1/2"S.S.M.S. 4 35 (vmm3 ®• * w/ 7/a"o x 3/32"WINGNUT. (v.m.)HDB-HVB OUT HDC-HVC •r Looe oN sen s. SYMMETRICAL HD CENTERMATES 0 HV'T" LOCK OUTSIDE 2 SYMMETRICAL HD CENTERMATES � ) ® y(/� LOCK (INTERIOR) fflLG* W/ LOCK (E)(TERIOR) t mm3 sR+.nlxmnnR As vRemeluRao en umo.RNORm ��®'©•®'©•®' mm,a°Lnwu�w"i .xLv J[Rgr BQ•Qj <©.eQ.70•®v a•®�®®a®®�® --— ---_--------- 10C 3 —___—_ �sa Rom a mmo sxe®s w�,om a sir a �i u.weu.nam emLC3�+. le mnauno umrw,oa em seoLO HDD—HVD�� FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. VGENSF':�9�'% OSSA BERTHA te TM 1 L E C O,,,. Accordion 11 W1 OR Shutter System Kv.aanE�1 w DR w/o Hv WltaDx SALE - ¢ �„/�`TE_ American Shutter Systems +rt Daum er. u.L. TIWT TESTING A ENGINEERING COMPANY TQp --.1 � Aaaoelatlon, Inc. o(n tt 19z +n/T5 wre a 1a/ts :R.e n ax.�w�.s s,. .—worms Da+w p,e PR :(Jos)9Y1-1330.Fm:(M)n71-1311 4268 Westraads Drive 2 DRAWING No .�, anon:mtw:sa"a.mn West Palm Beach, FL 33407 3 ONAl E1gL.`� calm Aiwa19r.v.E. s SHEET 085 s a P.E.5( N I�W(TURE/DATEa (�1m e R OF 20 POUREDCONCRETE POURED CONCRETE OU RB7 CONCRETE P.04RE0 CONCRETE Oft OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WP11 ,BIOf.•K WALL REQUULED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EASIING GLASS HOSTING GLASS CONC A,D.C. IEDSINC GLASS —r— 1 2•MIN NC GLASS O 18'O. 1 JJJ r _ 2•IAN. � MN.SFPPAARON I t• ro am(SEE IAN.sPNNMN l7lL�W ON EQ EQ m�(sE 1�E61 meta TD°�� ro am(BEE Sa6D1AE W SKEET 1/16.7• SHEET 19 FOR 1�EBUADE ORD T� BLADE�� II tae eAOE OAtD (608]-T6)CrOM. BA1F50&® CN SHEET 19 FOR 1/2• W SRT 19 FOR (LOCATE AT ON SRT 19 Rai pL..((CLLLLpOSER / \ BIA06mdR® �� BADE®a EITHER SLOE aAas0&® PLATENEYt CATE S E 142 OF SQ) AT 1/2•NTN. OF(D) I i USE 1.OR 2•MAX ITOa1/z'5.61.. IIOK1/z•S.N.S. I _---- (AS APPUCABLE)211/61O•-2• I ___-- O 18'O.C. O IB•O.C. _____ 4 ALUMINUM CUP ANGLE I ( ALLOY)AT NIDHEICM 4 (zj1/4.0 TA2Pcosrs moxas TO WALL AT I'O.C.(LOCATE AT 5 A-�, SIDE CONNECTION DETAIL X FOR] 1 OR OTHER SIDE oFp) 1 OR®' OR(�• SEE DETAIL%F'OR I OR 4.7' TO TRACKS /�� .�� •6 1• .®i .®a SIDE COINNE • •6 7•e 43-&OO•a •®' SSNOE CONNECDON 4 '®•©'O'©" TRACKS •®' �•®•®•�©•®p1 TO TRACKS �•®.®.�.©•®a ©•0•Q�•60.Ot•®� e•T 6•t• ©•O O ®• s.p.©•0.OT•®. O•®-®•®•�•®•QUA p•®.®.®.®.®.� O®•®•®•®•®•®•@ END CONNECTION DETAIL 01 END CONNECTION DETAIL 02 END CONNECTION DETAIL(j END CONNECTION DETAIL i REOL RED ONLY FOR SPANS GREATER TRW 12•-O• PoQUIR CONCRETE OR— ,_„�„_ 4 CEASING GLASS CONCRETE BLACK WALL " Ir 4 REQUIRED WL ro aAS(SUE CN 11 m 1.8SN.c. ————_— t@L sEPNL91a 1 'L�—_—_—_ 1508 EE ON SH CON 1I2•ION. BASSHEDULE (EE D _____ -----_ ___ 6 OROOR�OR ON SRT 19 FTA ANCHOR a 11 M RULE OANU ©OR®OR�OR� CONCRETE OR aAOM0&Q) tz o.a 5 aRADES0&® 4 ----- ANCHOR OR 18 2 MIN. O.C. 4 1.BN. 2•MIN. 2•MIN. ♦SEE UM ADONS OF USE FOR VIEW y 5 BLADE ON SHEET 19 ©OR®OR�OEe�OR� J1S—L 1 Q�' L X POURED CONCRETE OR OR OR PLAN DETAIm•©•O•©•®•®• >.Qji�•© 1�•®� END ST L TION CONCRETE BLOCK WALL ® �•®'QJ•Q9•©•®- REQUIRED ®a O ®•©O ®• HV BLADE OR 08 HV WINDOW BLADE INTO CRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILQ END CONNECTION DETAIL 6 O®•®®�® •Q� FLORIDA MING CODE Ron High Velocity Hurricane Zone A,AN A•Ti FI/eA O 2015 EASTERN METAL SUPPLY.INC. .......t../'lam- BERTHA HVTN •' \GENS :9- C O.N.. ASSA. Accordion Shutter System Itv anGE et w/DR w/o H v YANDON BLADEIL E American Shutter Systems oTST�DK AIMfNDY u s i1L1If TESTING 3 ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 42 to/1s are ♦/1a u STATE OF i 1 G3 KJ.SSN 54 S4]OJ VRWM—L EIa 9 yl 9 Phan.;(ws)at1-1sTo,Fm;C]5)071-15]1 4268 Westroads Drive 2 DRAYANG No ,e�•., ORI ```.�� West Palm Beach. FL 33407 a S8/ONALENG•�� WALTER TiwrT1°a.P� . 15-085 FIOROA Ua./N1ar It SHEET P.E.S4'ALLj;YA%RE/DATE • +a of 0 SCHEDULE 91 SCHEDULE 42 SCHEDULE I/3 MAXIMUM SHUTTER SPAN*'L+'OR-L-' MAXIMUM'SHUTTER SPAN*t+' # IMUM SHUTTER SPAN L+- INer„mpN rG1:ND •NOTES, (n.).FOR INSTALLATIONS W/ OR'L (ft)FOR R L-•(ft)INSTALLATIONSCENTERM AMS,®&®or or INSTALLATIONS W/ (y CONCRETE& 14�D (1)L+:MAXQIUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V.LOCK ®ar®Or or MANSORY POSITIVE AS.D.DESIGN PRESSURE RATING. & W/ONE HV LOCKS HO LOCK®W/NO LOCKING RODS or ONE HV LOCK or ar® L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ONE HV T W/NO LOCKI G RODS® OR W/NO LOCKING WALL A,B,C,D,E, M,N,0,P.0. AS.D.D61CN PRESSURE RATING. LOCK®W/1W0 LOCKING R005®TOP& (SEE NOTES f,ifl ODS MOUNTING F,K&L R,S,&V. BOTTOM SEE NOTES (VAUD FOR MOUNTING (2)PROCEDURE TO DETERMINE uAXIMUM SPAN FOR SHEET 71 FLOOR/CDUNG G,H,1,11,J T,U.W&X WALL MOUNTINGS(TOP/WMM)OR FLDOR/CEILING: CONCRETE&WOOD INSTALLATIONS O CONCRETE&WOOD CONCRETEMOUNTING As&Rmw Asq oe9cn - INSTALLATIONS &M GIVEN A POSITIVE AS.O.DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 1+'FROM SCHEXM fpEsv¢ WNL NOUNIWG HOOK/CF]tWO WAt1 Yg1NfIT0 aOep7CpURc uauNnNO GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. 'w910 uautalNc a"°10 o- 6"P10 n00WrF6Ptc Ka101TING t55 � D(lETRNINE IMXIYUY SPAN 1 FROM SCHmUIE.LR 00 L- C+ L-(fiJ LR(N L-(IQLr Pfi l-Q6 O NAMYINR SHUTTER SPAN'L+'oR'L-'FOa INSTALLATIONS INTO WOOD SHALLBELIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-W 16'-0' 16'-0' 16'-0' JO 16'-0' 16'-0' 16'-0' 16'-0• 10.5 pf.0.S.D. TO We PRESSURE RATING. MINIMU7d DETERNORED SPAN BEIWEE71 7+•MIO35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-10' a4•-10• 15-2' IB'-ta'40 iJ'-10• 13•-10' 14'-2' 15'-2' 40 13•-10' I3'-f0' 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 13'-1' 13'-4• 14'-3• 45 13•-1• lY-t 1t HV CORNER CENTERMATE®3 MAY BE USED AT ALL COMBINATIONS IN BEOUNTWEEN HALL MOUMINGS 50 12'-5' 12'-5• 12--8' 13'-7' 50 12'-5' 12'-5• 12'-J• 13'-1' MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS W/FLOOR/CDUNG NOUNBIXS: 55 11'-10' 1r-10' 12'-I' 12'-11' 55 11'-10' 11•-1o• 11'-1• 11-ti' SHALL BE AS INOIGTTD ON NANOATORY CONDTIION/2 FDR A GIVEN POSITIVE AS.O.DESIGN PRESSURE 60 11'-4' 11'-{' 1 V-7' 17-4' 60 11'-s' 11-4' 10'-2' 10'-11' NOTE 85,SHEET 5. RATING: 65 10'-10• 10'-10' 11'-1' 11'-11• 65 10•-10' f0'-10• 65 9'-5• 10'-1• L1+-DETERM MAX._ L1+- AX.SPAN FOR WNL MOUNTING INSTALLATIONS. 0N5. 70 10'-6' 10'-6' 10'-9' 11'-S• 70 f0'-fi' IO'-fi' 70 B'-9 9-4' l2+=MAX.SPAN FOR F1DOR/CEAING MOUNTING 75 10'-I• I IO'-1' 10'-4' 11'-1• 75 t0'-I' 10'-1• 7S - 8'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 W-10• 9'-10' 10'-0' 10'-9' BO 9'-10' 1 9'-10• 'L-'AND UNagUM ASD.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 B'-8' 9'-6' 9'-9' 10'-5' BS 9'-8' 9'-8' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-]' 9'-3' SR41L BE UNITED AS FOLLOWS` DETERMINE: 95 9'-0' 8'-0' 9'-2' 8'-10' 95 9'-0' 8'-8' 1-CONNECTIONS TO KEYSTONE MOUNTING I. MAX.SPAN FOR WALL MOUNTING INSTALLATIONS 8'-9• 8'-4' 9'-0' 9'-r 100 B'-9' 8'-4• LIMITED TO+64,-72-p.a.f.AND 8'-0'SPAN.SEE L1 MAX.SPAN FOR FLOOR/CEWNG MOUNTING 100 MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-r 7*-11' B•-9• 9'-4' 105 W-7' 7'-11' 110 B'-4' 7'-7• 8'-r 9'-2• 110 W4' 7'-7' FINAL MWIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2• r-30 B•-4' 8'-11' 115 8'-2• r-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 21+•.•L2+•,'LI-'AND 7a-' 120 B'-0' W-11' 8'-2' W-9' 120 8'-00 6'-11' (4)GO 70 ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 r-10' e'-B' 8'-0' 8'-5• 125 7'-10' W-8, ALLOWABLE SPAN ANDD NEGATIVE S.O.DESIGN P=S RATING 7D DETERMINE MAXIMUM ANCHOR 13D r-0 s-s r-10 e'-r 13o r-a s-s WIND ZONE MINIMUM SPACING, 135 7-7' 6'-2' T-9' T-9• 135 7'-r 8'-2' E 140 r-5 r r SEPARATION W-11• -7• r-6' 140 -5' 5'-11 ASTM E-1996 GLASS 145 7'-3' V-9' r-S 7'-3' 145 7'. 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ATTACHED TO STUDS N PLYWOOD TO SE ATTACHED TO Am IN ACCORDANCE ACCORDANCE MIH WIRE sEcnON aloe of THE Re.o SECnON 2=8 OF THE @ HV WALL SILL INSTALLATION ♦sEE naNs OF�E of ©FPL WALL SILL INSTALLATION F.B.C. ON �Ta FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone \\\1\I1111111111111/////�A 0 2015 EASTERN METAL SUPPLY,INC. `AsNrecti A,, BERTHA VTM '�' A■S■S.A. Accordion W1 OR Shutter System N.V.aAX#1 w OR W/o H4.W1NOD7T RADE TILLR TESTING ENGINEERING COMPANY Amerlean Shutter SWe}emS 'onaama OAR GPA21T W. L *; * :* ,uv xx ST.SY,t,W®aA GE2Gvs FIrnDA a„ AsOoalatlOn. Ine.Drive I OLD 11-15z 4 15/15 am—. 4/1J/15 Pnw:(5m)e]I-1530.rd:(=)VI-1531 4268 Westroods x DRAWING No ��oF ACOblAo® .�o1a�n West PDIm Beech, FL 33407 15-085 WN.TM A TNR Jr.P.E. F1DIIOA Uc./HtG] s SHEET PEE ..tib ATE B 18 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13EADE M1 ONLY WALL H TED 0 105,0A.S.D. 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AREA TO EIDSIING WOOD HEADER(SEE SCHEDULE ON SHEET 15) EDUCE ON SHEMIG T 15)HEADER.(SFE (SEE SCHEDULE ON SHEET III E )QX HV WALK-OVER INSTALLATION V HV WALL SILL INSTALLATION o B�VDE iA°s,E.ETUis i R WO HV FLOOR INSTALLATION ROPoDA BUDDING CODE Non High Velocity Hurricane Zane 0 2015 EASTERN METAL SUPPLY.NC. BERTHA HVTM Accordion Shutter System A.S.S.A. `�.(_�•� KV.BLADE/1 W/OR W/0 KV.WINDOW BLAEE ENGINEERING COMPA N C k D 1'ESITNEGINNY American Shutter Systema TILL ,x DrsrnmllDx DArz aaAWx In: rl Z 9••, "'�� Q` aw N:.]an IN sm E INEA RAAmtx^,.RORM 3N Association, Inc. , OLO T t-Isz 4 15/15 DA,e 4/13 15 3a5)BTI-I91 4268 Westroads Drive 1�1=.F.:( a DRAWING NO --'-i,�c�S'•., ��``��``� West Palm Beach. F�33407 3 15-085 '4p`S/�WL ENG4�`` &ram"LUT Pi s SHEET P.E. SESeU`WA�URE/DATE a 17 OF 20 END INSTALLATIONS Cts HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. 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KV.BADE#1 W/OR W/0 ITV.WNOON Rl,FF A 3 /ASH N = TIWi TESTING k ENGINEERING COMPANY American Shutter Systema o�,,,,a, �n a,..,,R,: u� iATFOF *` Assoclatlon, Inc. , OLD n-192 •1a/m oac 4113 15 m N.w.3em s,..sr.xi+.wueuA wws.I,aamA a, �. .•� Pi— (3 )Rn-few.rm:(3os)en-fs3f 4268 Westroads�FAdve a DRAWING No die•-•,'P( �4`�: o-mmu:,m.c000.,s� West Polm Beach, FL 33407 3 OR.DP,.\��:0 aoo,,,, 15-085 ;'.s/�N�/q�L��E�N��G\� nn�U.j.167 a SHEET P.E.96AN(,�YdwV'URE/DATE a IS OF 20 1 �'�®� ♦TJrNFpAI T NRADONS A D CONDBIONS OF USE 1.MAIL ASA.DESIGN PRESSURE RA7WQ+110.-ITO I-f- 2.YAC SXIRTIINfD FD SPAN 9E' 3.ALIMOUMTINGS:A T,D.O a H ON SHEETS% AS WELL,AS YWNIWGS Y.0,T.U a W ON SHEETS 13 a 17. a (A'��� }�ONLY CENIEIEWI_1& W�OR 2�IRE ALLDWED WfIN rcJ O uO4 V a91 Ol A OR 0 AC UPgJf O!Cl4 Oi OPPOSING Oa DWOUf�mYUSE DE YLTIIOED ONLY R FXIF_ACC Ss SIDE Oi TMP.MFW S.W NP MTFC. SLPE G SHALL ONLY ALLOW A MAXIMUMOS OF S OPENINGS (,. TIOlE57 HCR©PFA®ADE L SPACNGS SHOWN ON SHEET<. 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HV.MADE J1 W/OR W/0 HV.WNDOW BADE American Shutter Systems IWSwmIDTH wrz ORAvx 0'. YL. TIWT TESTING Q ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 A/13/1s oA1E a/urys "O.• STATIC m: r - ene rAa Oaw sl.w:av,19saaA Ouwa,nmml y1 y= Prwna:(Sos)67f-1530.F.:(3057671-191 4268 Westmads Drive 2 DRAWING No °eCOOvaLmn West Palm Beach, FL 33407 s 15-085 FB-00091Ee iii,S+S••••..•••••�j\``���� MN.IEA A IiWT Jr.P.E. A i,��/pN N FLORIDA u� 44967 a SHEET P.E. 1A! 1ZE/DATE e 9 OF 0 1 Aft A,*, INSTALLATIONS WZMHV BLADE & HV CENTERMATES IWO'M.. ai&zn tu =%AT. INTO METAL STUD WALLS 16 0." SO, d 75 IIA'o NOMINAL .; 41 GENERAL. LIM AN S OF USE ALUMINUM SLEEVE I Ljl ff M D CONDITION 43. 12 6 Q. FOR BERTHA HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY aWX C—L .5,ac. M INSIALLADON TO META STUD WALLS 3000' SEPARATION M GLASS SCHEDULE L 'Ir TEX SOMS CH o9mNc RNISH 1.MAX.A.S.D. DESIGN PRESSURE RATING:+75. - 75 (psf) FACE @1 1 2.MAX.SHUTTER SPAN:84' WIND ZONE MINIMUM LUN.SEPARATION AMM E-1996 SEPARATION EXISnNG CLASS—— TO CLAMSS 3.ALLOWED MOUNTING: ON THIS SHEET. TO GLASS jZ4*0-20X3" BOLT =1 tz (SEE SCHEDULE) 4.ONLY �E TERMATE W/ I THRU 3 1. W '21 st)W LOCK ARE ALLOWED MUST PENETRATE(g)I- ITH�, V M ARRAN A —I— (IS USE LONG. MINIMUM) MUST ALWAYS BE 4 4- 3 41 0 1/41 M.V THKX VISTINS RNISH INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF 1.373_ S, .Wa7S APPUG111E CENTERMATE. "141L � � (23 fw/v s10cuw 43c 43a i1T- �m 0 6'O.C. /4�0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR CENTERMATE(BAPPLICA-TION WITH BLADE ID PRODUCTS FAB—LOK HD 3b COMPONENTS 6,D.C. , STU GALY.SMII NI @ L INSTALLATION YflALDS AT�I.-O.C. Rp. mm G FINISH AS APPUCABLE SCALE.3/8- 1- Vo-TOP&WMM) -——————L-— —————— 1 3/4',6 1/4'�0.035*THICK W,. CONT. LZ S M.TMCHn.ANNIL EXWNG GLASS AN, SYMM MIN:SO 0 1 �R EXrEMOR FACE E ERMATES W 2 I..CENTERMATES W/.,:: -(SE�'S AUQ55 bit) 4 :'LXTERIOR ACCESS SIDE' (_..INTERIOR (6-Min.) IN 4 21 21 21 L 0 AT 12 ---WN--- - W HEADER/9 ENDS VIEW Y -f�-3 1/4-(r..)- 115f 4 -a 1/2*(Typ. (6-Min.) —6 1/2"MAX.SLACK SIDE CONNECTION TO TRACK BLADE SLACK DETAIL BYE J V FLORIDA BUILDING ClObE(Non High Velocity Hurricane Zone: 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTm Accordion Shutter System S /7TIL ECO,,r.\ A.S.S.Aw KV.BLXE it W1 CR W110 TiV.WINDOW BLADE 16� American Shuffer Sy— U, ::*f TILUT TESTING&ENGINEERING COMPANY .. — I 3 Ans clation, Inc. —1 OLD 11-192 4/13/15 0 M 4/13/15 q A F nF Rima:_371-1530.F.:(305)871-1531 4260 WestroadS Drive I DRAWING Na 100;,-,'�ORIDN West Palm Beach, FL 33407 —3 rd� a—". 4 15-085 p ALTER A.�41.PZ 4AWDATE I Fw—U.I— SHEET IRE 1 20 OF 20