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HomeMy WebLinkAboutProduct Approval Business & Professional Regulation BCIISS Home - Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Y Product Approval v I USER:Public User Product Approval Menu>Product or Aoolica[ion Search>Application List>Application Detail RECEIr �,`," FL# FL389-R8 gr Application Type Revision NOV p 2 2017 Code Version 2014 U Application Status Approved PEP,"P;I1TING 5t. Lucie County, FL 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 12/31/2018 Validated By John W. Knezevich,PE -'� Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 Y 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 Date Revised 09/18/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-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.[)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.Ddf 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 W-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 _aftget 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retain2tracks 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. Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Flor Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 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, it and 20 respectively of installation drawings for other spans 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.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 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: ®®®®■ GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HNS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WITH THE 2014 (5th EDfNON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE•FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION MERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.DJESIGN DPRESSURE RATININDICATEDGS ICATED ON SHEETS 11 THRID 15, 19 R 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: W BLADES CT)HY w BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AS.D)DESIGN PRESSURE RATINGS NpUTED ON SHEETS 11 THRU 15, 19 Nk 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE N ALLOWABLE STRESS FOR WAND LOADS WAS W[USED IN THEIN SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BERN VERIFIED N ACCORDANCE WITH SECTION 1609.1.7 OF THE ABOVE MENTIONED CODE AS PER TYPMk SHUTTER ASSEMBLY 38-44 SHFFT 4 ATL REPORTS: TYPICAL WINDOW BLADE h WINDOW DETAIL -HN BLADE(D /0214.01-03,/0715.01-03, /1004.01-05,11214.01-05, /0317.02-06,IO609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND FAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• MV BLAS(1)AND FIV WINDOW BLADE l� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2 k 3)h 11220.01-10 AS PER TAS 201, 203 8 2117 PROTOCOLS LARGE MISSILE. (WHERE APPLIQWI -HV WINDOW BLADE @ 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.O.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND/ 0725.01-86 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATON k NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS MF,CONCRETE/BLOCK SHEET 6 2. HV BLADE n AND IN WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER LINGER THE GENERAL. LIMITATIONS AND CONOM014S OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BL.00K SHEET 7 S BERTHA H.V.ACCORDION PINS(HN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNFCTOLL.N TO TRACKS SHABE 114.2.75'AND 114x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NSHEET 8 STAINLESS n NLESS SIM SCREWS WITH 135.0 ksi Yk STRENGTH AND 180 k2i TENSILE STRENGTH. RIASHALL BE SHABE COATED WITH BERTHA HV OACROSHELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMAIE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MAOUNG ON THEIR HEAD. 4.AL ALUMINUM EXTRUSJONS SHALL BE ALUMINUM ASSOCIATION AILOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YEW STRENGTH FOR 6063-T6 ALLOY IS 30.0 kei AND 35.7 Tai FOR EAU CONNECTION DETAILS 1-6,CONCRETE/F3lOCK SHEET 10 6005-i5 ALLOY. MAXIMUM SPAN TABLES SHEET 71 ANCHOR SCHEDULE- CONCRETE dT BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH AND 90 Hsi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY Tel FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS!304 OR 316 SERIES STAINLESS STEEL WITH 35 kW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD 914EEF 15 7 SEE THE FO.I.OWANG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D dl 0 WORKING IN UNISON: 12. 13 k 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 h X.WOOD SHEET 18 8. THIS BERTHA H.V.ACCORD"SHUTTER SYSTEM FEARS A U.S. PATENT 16'779,582. COMPONENTS OF THIS APPROVAL.ARE COVERED,IN WHOLE OR N PART BY U.S. PATENT/5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3, HV WINDOW BLADE FW ONLY 9. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE STUTTER IS TO BE ATTACHED TO N5URE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST REAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICAME WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CHASE ALL HV AND HD AREA 4: HV WINDOW BLADE JI)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AB 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.6.3 OF FTDRDA BUILDING CODE. ONE LABEL 9IALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA 13UI DNG CODE. ..-._. - 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THS DRAWING PLUS ANY BUILDING AND LONNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 13. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.O..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETALED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THF STATE OF FLORIDA (c)THIS P.F.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLI SECOMF THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHWJ_SUBMIT TO TIES LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. Zone) (e)ORGINAL P.F.D. SMALL FEAR THE DAT AND ORIGINAL SEAL AND SIGNATURE OF THE PROFS ISSIONAL ENGINEER OF RECORD TNT PREPARED IT. EI fWdlli Dl 1p TY ` /YVIE/NOD IIi:)F VrinClty Ill.fric:anP P��C:'�' */�i f WNIg1 WR1I1 1.WL\�7C1,, FA,TERN MFIM SUPPLY, INC, �4'i _ 11 L 1 E C O �N�. A.S.S.A■ Accordion Shutter System Tf BERTHA HV. O' 6 j - H.V.BLADE X11 W/CR W/O HV. WINDOW DOW RACE American Shutter Systems MILva DAIL 0 b, M_I. oL,CK,P„a„ R �•Tf c TILLIT TESTING dL ENGINEERING COMPANY p - AssOClatianA Inc. 1 OLD 11-152 4/13/15 DATC 4/13/15 t7�.• F OF 6J55 M.M.AMG.51..Sta.]115.ViRGMA r.NaDENS.LlPQA 331 vho.Ga:(305)871-1530 Fm:(305)6/1 15J1 4268 WCstroaAs Drive x DRAWING No ., ;I:bMRaeaa.<em West Palm Beach, FL 33407 3 s .' L3r 15-085 TLUM EUA LK 1 44161 5SFEET N.E. 14A Mtf TORE/JAI; 6 1 OF 20 ' \r 1aR+vooM w/ac�i, COI VARIES _._7_�1 41.4 o v. 5] 90' 180' STARTER 1 HV SOLID DE BLA . (3)HV UNIVERSAL FLOATER COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ FIV BlAOE� � HV BLADE OO OHV WINDOW BLADE- 6005-TS ALLOY AND TEMPER QUALIFIED FOR W FIV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19BIADF(1) .37' 6063-T6 ALLOY AND TEMPER 3,22ff^. _. 1.500•-1f 6063-I6 ALLOY AND TEMPER ,144• • 2 .670" $ _12m, .610* .610• 1. 6• $� _ + / `<I a42 g -- --,\- HV ADJ. ADAPTER W/LIP C 12 a 4. _._.___ 7. e• '�Z' OUAUFlED FOR USE W/ W �B�HV WALK-OVER TRACK .920 �- BLADE „ (6)HV ADJ. FLOOR TRACK 6063 16 ALLOY AND TEMPER QUALIFIED FOR USE w/ ITV (9)QUALIFIED TRENCH TRACK Ss' 3 7�• gU,pE 1�1, OUAIIFIFD FOR USE W/ ITV /j,,�� �p11 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE Q)ONLY. 110 HV RAINGUARD BADE Cl)l6063-T6 A11DY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1 915• _t,q,1B^ BLADE(tJ •. VARIES_ 1.936• 6063-T6 ALLOY D TEMPER •g 1.917 3 .x063•.._.. 083- 0%3* _ - •. .OeO' �I a70 a __._ �0Sti1�' .060• � __.__-.._. Oa0' 'i_ � • ow 670 I.a88• ..I#.. 4f 670. 4 3.522' ��i, 11 HV CEILING HEADER (1 HV HEADER/SILL 1 HD CLING HEADERISILL y7Q3579 "— 60)(OFIED FOR USE W/ HV BLADE(1�, F ONLY, QUALIFIED FOR W/AHV ND BtADEER`)ONLY QUALIFIED FOR USE W/ HV BLADE(1) tt,HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY:' SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q)ONLY. 6063-T6 ALLOY AND TEMPER r , I COMPONENT A R T1 T2 1 x Y t X Y 101 t 2• 2• 0.125' 2- 5-MAX.! 1/8- 1/e' 3' 3• 0.090• tea) 2- S'MAX.'0.192' 0.192' - & SIDE ANGLES a_.__.._---- ____ r� - - - ._ i�� CORNER POSTS QUALIFIED FOR USE w IIV ALUMINUM ANGLES 19 2.5• 7• MAX. 0.190• 0.100• / �� QUALIFIED FOR USE W/ NV BLADE(D QUALIFIED F'OR USf: W/ HV -- - - - -- BLADE 1 6063-T6 ALLOY AND ILMPER BLADE 01 ONLY. 2- 5•MAX.10.139' O.t31' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity HUfricane Zone `11.11^. IL 111//1' ®2()15i FASTfRN MFTAI.SUPPLY. INC. ��. T . , 13-ERT�1 TM Q: ENSF ..A.S S A Accordion Shutter System _ I L E C p .N c ■ FIV.MADE/1 W/CR W/O FIV.NIKION MADE *: American Shutter Systems* V. 9Eicla►lloa DAR DRAWN BY: M.L TILUT TESTING k ENGINEERING COMPANY - j a Assoclollonr Inc. t OLD 11-192 t/13/15 MtL 4/13/15 STATE OF /4, 6avP6aW�(3051671-1530`"::(vlb .fLOReA1..1 4268 Weelroods Drive 2 ---- - ALOR1� •-mal:M1•cWad.=«� West Polm Bcoch, FL 33407 s --- DRAWING No %�•cES.........�aG`� WALTER a En 6A T�ll671,9F.PE. 4 � 15-085 IT SI NAS .+` FLORIDA Lic./44167 5SHEET P.E. Iil(YN'ItE/DATE 9 __... 2 OF 2 iin ;j;4•-2Q.11�1 1/4'-20 ' .-"Cw 4,576' T- THREAM NOVSXC FNMO. 0//4•_20_ r 4*-20- 2,29r. 03 "A' CAST 745" &SIM& BMED D A, (2 TV) "0190MG LN'.KL F, 4 1 a62 1 P. "AS' P QWrD PAMM 1. 4 .' r I . ;;T- C'! .r 875' bkk%CYLNWR BRASS CYLPCLR A KEYS(OVWK (�k�TED) '318 21 I 2A!- J PLATED) HV CE14TERMATE 3 NV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE(-I)& ONLY 14V FLOATING Q NTEWjE R HV QUALIFIED FOR USE W1 HV OU EO FOR USE W/ HV BLADE y& Il ONLY -- - OUAL E 0 BLADE(1) ([4 ALLOY AND TEMPER BLADE L%D6 a, 4EOW/ 6063-T6 6063-T6 ALLOY AND TEMPE (is) HK F I ONLY. ONLY. Q'13AunED FOR USE W1 HV BLADF"I ONLY -250 O.U. ..874* 6063-TS ALLOY AND TEMPER PLASTIC HEAD 1 759* 9z21„_ MOLDED TO a74-- "* q_' 045- 17K SCREW 1.753" A. mo'AFTER RIVETING s .061 ;j UEFORE RNIFTING /4' 1/4"p-20 x 3 LbUL - (NUT* �RKS 944 A,,JWWM(2024-T3 4109)LARU� T14N 5""'T NUTSERT.PART f 0820,AS MWU�ACTURID W AVULL 872J CHERRY TEXTOMN.PAFSPMJY,NEW JERSEY OM54 OR EQUAL VOW L �RONI ELEVATION `EJ PLAN HV MALE "T* LOCK CEN]IRMTE ENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CIENTERMAT QUAL-IFIED FOR USE W/ HV BLADE(I)ONLY MY FEMALE -T- LOCK Q QUALIFIED FOR USE QUALIFIED FO USE W1 HV 6063-T6 ALLOY AND TEMPER QUWF1[D FOR USE W1 HV BLADE(I ONLY W/HV BLADE ONLY. BLADE 61 ONLY. QUALIFIED FOR IMF W1 HV BLADE 10ONLY 6063-T6 ALLOY AND TEMPEP 6063-T6 ALLOY AND TEMPER =.4 -432 4.- THUMSTURN -4 CYLINDER OR 2- :2 KEY CYLINDER .545- ..875'Wn. 1. 1 .125'M.- HD CENTERMATE Wj NO LPCKING ROD 32 HD CENTERMATE W/ LOCKING 40 4 0 77 e r UUAIIFICD FOR USE W/ HV BLADE(1)& UA QUALIFIED FOR USE W1 HV BLADE(,l & (191 6063-T6 ALLOY AND TEMPER HD CIENTERMATIE'S INSERT 804 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W� VARM 12-MIN, HV BLADE(I)&Q�A) 6063-T6 ALLOY No TEMPER 1/4-a20 00 3je-4-16 THLWIURN ACRAL THLMIISC�. CYLINDER KEY (SR i I CC,TA,LS) go-- 1.517 Mn CYLINORDER t Lie' X. LOCKING ROD A —375*0 HD LOCK Dy REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. QUALIFIED FOR USE W1 HV BLADE(' "St w 1 20 AISI 304 6063-16 ALLOY AND TEMPER �a"O—16 AC BSOUALInFD FOR USE W1 FIV BLADE(D& (A) THUMBSCREWS '9ERIES S.S. THUMBSCREWS A INSTALLATION WILL REQUIRE A 7/16' HOLE QUALIFIED FOR USE W/ HV BLADECII RORIDA BUILDING CODE(NOTT High Velocity HUrfiCGne Zone) DRILLED AT TRACKS FOR PROPER EMBEDMENT QUAM -IED MADE 11. Ih- 0 2015 EASTERN METAL SUPPLY. INC. --BERTHA HVIM \INJ se AS —TE C 0 -,C KV.RAX ll W/W W/O KV.WMW LXXX . .S.An Accordion Shutter System American Shutter SystemsREV.NA DATE DRAWN BY. M.L TILLII TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11.7192 13115 307E4/13TI5 -2 4268 Westroods Drive (305)871-1530 Fa.t(305)671-1,"l - DRAWING No '—w.tA— ..I.— West Palm Beach. FL 33407 3 WAL 15-085 E -OD0b119 TO A.TILLD� PE 4 fLORM Ek,#44167 5 slit I P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR Q�� H V Ll� H V " s 41 12 To BLADE p6 HV BLADE i j `OCt: �-.C .1075' -6625 2 r ® HV BLADE to .Nv omlDow MADE Os2s' gr BLADE'S - .1875' Y ® HV LONG RECESSED NYLON BUSHING I=Y i n KNVCKLE� a 0625` $1 ® HV SHORT RECESSED NYLON BUSHING fs (tt1') e / 0.06 ® IRTIONJ HV NYLON HAT WASHER Q OR ® ��' I I ' ! nlna R1��� 3 50- - •1 HV WHEEL CARRIAGE AISI 302-303 SERIES I I L, 4' 4 r ;l rt X 0.870"K3/16' THICK NYLON WHEEL. I ( k •'' 2 7/8-MR.� ,- . IN Wnuow CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS - II -- .I j 315'0 BETWEEN ._._....1 .0625' ?5� 43.7500• ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR j O�wGS t s 3/4 •r-r ® HV 2 3/4' ACCORDION PIN W/ /8 HEAD + ,• 4 4 / ON IERS �� , ...--- - - * I I �-� f � 2'1/14 1xm.GR afl+nDy 4 4j o { © POLYCARBONATF IMPACT RESISTANT HV WINDOW I I ' I .37500- BETWEEN TYPICAL HV WINDOW BLADE (1& AND I POLYCARBONATE W WINDOW DETAIL ® QOR® 4 or N ' ZENOTFOR E I OOR (JA j i I �+ *POLYCARBONATE IMPACT RESISTANT. WILJQQJ(Y BAYER MAKW)lON 3103 POLYCARBONATE 12"Mw !xi m RESINS, UV-STABIUZED GRADE OR SABIC • •• -) �A( _I TO BLADE N INNOVATIVE PLASTIC LEXAN 103 RESIN �( PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y — --Y HV il; HV(va I I ® I �" ` (SEE NOTE 'F' ON SHEET ls). o OR I . ( 1� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR as POLYCARBONATE SOURCES FOR 4 EXTERIOR HV®BLADE. TYPICAL SHUTTER ASSEMBLY N •NV FIN©OR AT REFDO C (2) HV PIN ® MAY BE USED IN LIEU Of ®AND ONLY Al EXTERIOR BuoVS KNUCKLE. an9rel EXTERIOR B0110M KNUCKLES Of HV ACCORDION SYSTEM W/ HV(D r0.324•� (SEE NOTE • FOR s•Ewc uo•vn As1M ore: onaT sM' am oM BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. .048-"r \ ® REOUIREMENTS) Tots" rM � " O N Torolme M.sigN +- ws1K oars A4w ri3w o.w. nrxuw znaNcm Alni*t1a rsTV ono 1s3ee (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O �> I ? ? FLEXw 1loa<us Am DM 3ME000 w= 3.+.0w r•. SHALL BE USED FOR DIRECT MOUNT INSTA(LATION PER DFTAII X. �e>,; 9� f I I Eelct SHFET eo clKn izm sn one 1e rt-ems n rt e! WHEEL CARRIAGE DETAIL s, °`"'" ft,M°�' �"_ •.•` " N - ASSEMBLY LAYOUT 1u1c a aurwc wtin ows c-�awss c-,ass sr,r rr4*nn wsn Dtm wa s •eo.F yEelst»Ia Km G,w 1oF.•c m+0w•n,rtTtn Wo1 Arn 430 nox r+.. es4r•... 1. HV BLADE SOLID & 4A HV WINDOW BLADE DETAILS TDESLE " """` ASI AM WI eeeew.. N.T.S. R ORIDA BUILDING CODE(Non Hili Ye ocity Hurricane Zone A. lj,,�, 2015 EpSTEkN MrTAL SUPPLT.INC. BEA HVTM .......�10EN � /y/� fACCOr Shutter System t IL ECO _ •=: I N c ■ ■ ■ ■ rLv. BADE y1 w/OR W/O H.v. WNDCAN BIAIE American Shutter Systems REym D XRWnaw DATE DRAWN er: Mi. TILLIT TESTING do ENGINEERING COMPANY ATE OF r*` ens NM. eU.M,s1.3m,wiGrA CALM M.RGA"3T, AslOCIOtlOTlr Inc. cLa 'l 192 4/13 IS13/15 O 4268 Weslroods Drive ' � Phme:(305)d7t-1530 i••:(30571-1511 DRAWING No F'.,ORIDt .•'Fey.``• • mGe: 00061•a.can West Palm Beach. fl. 33407 wtiTV''e^onartl11 "1 4 rJ-0BJ '.t���'S`MMN/g101V1R�URE/DATE r",e'w - r^ IRI 6- -_ SHEET 0-03' 'NOTES ON HV LOCKS AND CENTERMATES: A • c 1. Y�IDIK O�fnON SI'ONE HV LOCK(2��or SNN1 BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPMA ,vF•'� `lel' OR 12*ABOVE OR 4j2MOF SHUTTER SPAN AOR SPANS UP TO 105'.AND FOR INSTALLA 4S AT ANY ELEVATION. HV LOL'Kor MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHm TO OR 0 cENTERMATES W/(2) 1/4••-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS D�ICATED ON `a�J `�•' TYPICAL SHUTTERAflON. LOCKS%IF DESIRED, FOR BETTER PERFORMANCE OR FOR SEC.URRY PURPOSES. UP TO TWO HV Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERWTES UR SWILL BE AS INDICATED ON NOTE (1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i -- 3. OPTIONAL CONDITION J2 Nn ONLr NEF]N MMA•tl1ATDRY COMMON`i OR tlB1ED YAIMTORY CONDITION II U2 I5-1f19IM-WIM H.V_ IOCKS): LOCKING RODS 0$ARE NOT REQUIRED ATURRIGWE POSITION. BUT MAY �4 S�jax a•��ar(`\� �� 3E USED IF DESIRED TO ENHANCE SHUTTER PERFOIWNANCE. LOCKING RODS��OR AN ALTERNATIVE DEVICE L MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. •ONE HV LOCK®� SWLLL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLAf10N5 AT ANY ELEVATION. HV LOCK or �SWILL BE USED AS AN OUTS OR INSIDE LOCK. II ATTACHED TO al CORNER CEMIIHMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS QS �� 1a`- AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Illi v ® I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. II 5. • ONE ALTERNATE M'LOCK ?Q MAY BE USED N uEU OF hY MOCK _ or FOR ANY SPAN AND l.� 9 INST TANS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT A _ A OF 1/4'0-20x3/4'S.S. THUMBSCREW TO Ct)OR�j CENIERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVF. SHEET A. ONF IOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. WtdlORY CONDMON ju Fog msToNF mauti LNG *tsuy I ATioNs, ONE FN LOCK 0 or I$or Ce SHALL BE 1 USED AT 1/2 OF SHATTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS LIP I TO 1Nf',AND FOR INSTALLATIONS AT ANY ELEVATION. HJ LOCK 0 or 0 or CO MAY BE USED AS AN INSIDE OR ju OUTSIDE LOCK. ATTACHED To®or 224 SYMMETRICAL CENTIIiWEA TES W/ (2) 1/4'-20 x 1/2"LONG FLAT HD S.S- SEE SEE END M . LOCATION OF LOCK SKULL I3£AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION 1 1 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r C M 1 J [ L Y , O • v SHEx -- ET" 10 h 18 TYP. FULLI1 _ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. i OF CORNER To 0ONINTIM#I VALAD ONLY FOR HV J*AND- _.ur•.Tm•xJnJ CENFERMATE ONE ALTERNATE HN 'T•LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS R. OR FOR ANY SPAN AND a Q((slr// a 8) )0 , m �ALLAT1ON AT ANY ELEVATION.AL TE LOCK CO Y BE USED AS NJ INSIDE OR O IDE LOCK. ATTACHMENT V U J OF LOCK 00 INCLUDES USING REINFORCING L.00KEfi" ,AS SHOWN ON SECTION ENG, SHEET 9•WHICH MUST BE CONNECTED TO CENIE_RMATES(I)AND @ W/ 1/4"0-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8'O x 3/32' WINGNUT OR W1(6J �7) a\J•�•�a MAXIMUM ABOVE D4 BELOWI MIDSPANS USE OF TWO LOCKING KING RODS 04 TOP AND BOTOM S MANADATORY.AN OR 12' a A) �9)• 13 a��j•fs�«�(i�•�a ■NOTES QN HD LOCKS dE CENZER TES: > t IID 1IO NIIRFTiMA1E4 i 11 M OU ONE ALTERNATE HD LOCK( MAYBE USED IN UEU OF TYPICAL ;1) H V BLADE SHUTTER E L E VAT I O N -W LOCKS Q OR TOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE N O LOCK�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK A TO PA IS W/3#8 x 3/8'F.H. S.S.M.S.. AND NCLUOrS 4EINFORCEMFM INSERT 73.9 AS SHOWN ON SECTIONS HD8-HVA AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVF MIDSPAN. USE OF LOCKING RODS OS IS COMPLETELY oPf10NAL FLORIDA BUILUNG C on Nigh elocity urricane ne ���`•`��1�A.T!(���.,,�� ©2015 EASTERN MEIAL SUPPLY.INC. BERTHA HVTM Eros �9= -- Accordion Shutter System MLeco ,INN:. A.S.S.A. KV.9-AOE,, �w/OR W, KV. tl American Shutter Systems D6CK.TIOM Mrz 1xHAIN U7: YJ. TILLIT TESTING & ENGINEERING COMPANY STATE OF :'Q` uns q,I,.3Yx.R.54.305.1eI1cWIw D/NOaK.fLDI.O�D1 Association, Inc. I OLD i 1-192 _ 4/1315 MIL 4/13715 .� Mwna: (305)071-1530.Fox:(305)371-1531 4268 WestrOOdS Drive Y DRAWING No ` ­w: UK o—ft West Palm Beach. FL 33407 s rJ—OBrJ ''4qSIONAI-F.NpA�A WALTER ALgAA�TILUT JrIII P.E. 3 SHEET P.L. SFk ISRSH RE/DATE • RETE ANCHORS POURED CONCRETE POURED ATE- i (SEE SCHEDULE ON O CONCRETE BLOCK BLOCK 1/4'0-20113/4'S.S. C011CttEtE CONC ED SHEET I3) CONCRETE ANCHORS IIACIONE SCRETTS 01IRRlD (SEE SCHEDULE ON W/1/4'-20 72F CONCRETE ANCHORS Q 18 art(SEE MOLMING>�ON SHf l 1) SHEET 13) NUTS O 12•D.C. (SEE SCHEDULE ON SHEET 13) _i' 1� \ Min.�; ,_1/4'0- SERE'S.S.MACE E EO USING SCREWS EO f _... USING 1/4'._20 NIRS L � OO 12'O.C. " E.0.4 /2• .250'Max _- _ 0. \:!OR $ -- O O 230 .250'Max. 0.0 Max r. 'I 'k OPTIONAL ��� � MOI 98"W'a H ) L'II FM 9 9 OR ;a• ' MIN.SEPARATION(511 to filAS$ EKISTING_ —(SEE SCHEDULE ON SHEET il)... , EXISTING I -1 , II.vl ..3y ' ' i MIN SEPARATION t0 GLASS OF OIASS---i .. `(SEE SCHEDULE ON SHEET 11) -.- _ Ex15tI _ - i Ai,C: HV WALL HEADER INSTALLATION ; HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SH ARA110N 10 GLASS I'a YPNWIva 1 EXIS"INC (�.\\O ' 1 �M� -(SFE SCHEDULE ON SHEET It)— 'a I) A CL46SI Q I 11J. ..�OR 't7 MM.SEPARATION 10 GLASS GLASS ,904DAFFUR IN aXM I i(SEE SCHEDULE ON SHEET 11) AW M 9lET n RIA rh 'a OPTKINAL I t/4' rt/4'Mox. �av11oNIIL „ II II n , 109 3 Olt t© , I --- t. ---- Q 4� - 1/4-0-20.3/4-S.S. Iia ;�Eo•�+-EO- PHILLIPS TRUSS HEAD ( coNCRElF ANCl1°RS 1 1/4-9-20x3/4's.s PHILLIPS _ MACI#w SCREWS USING _ ', _ TRUSS HEAD MACHINr SCREWS ! CCNCRBTE ANCHORS t'_ 1/4--20 NUTS O 12'O.C. \ (SEE SCT,EDUE ON W/ 1/1'-2O NUTS O IZ'O.C. (SEE SCHEDULE ON SHEET 13) Min. FICO CONCRETE— SHEET 13) POURED CONCRETE OR REQUIRED Ii ?I.M;K OR CONCRETE BLOCK r �yNCRFfF ANCHORS RECUNiEO WALL. REQUIRED p7 LAV WALL SILL INSTALLATION (SEE SCHEDULE ON F HV WALL SILL INSTALLATION C. •Et POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (H;) HV WALL SILL INSTALLATION I 1{O ti FQR-GQM�.NAnON°r SED>mN�: -- INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER •E D. :EDGE DISTANCE ASSEMBLY °E L,19 `°R 1 HV B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) UTADE`/SON SHEET 19 IN ANY WAY 10 SUR ANY INSTALLATION. tLaup FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone `a`4��` •••:••���/ ����� ®2015 EASTERN METAL SUPPLY, INC. aE BEA Accordion 1Shutter /�lCO . A.S.S.ARV. RADE#1WORKVVM *= *: American Shutter Systems!f / Y T,H IE3CRK R(a1 TMTE IMNN m M.L. - TILLIT TESTING t ENGINEERING COMPANY Association. Inc. I ow 17-192 4/13/16 dDE: 4/15/75 9••, •� wSs n.n.x,n.sl.,se..ws,vaaa cAROE1Is.RORa at, 4268 Westroads Drive z i Prone (305)877-1530.Fax :(305)871 1531 DRAWING No Wt—fta— West Palm Beach, FL 33407 3 FS ........ � - 15-085 /ONAIL NN���````` �DAA IT ►1s.r18i 5 SHEET P.E. ;E JSIi§9RE/DAZE 4 -- POUREDCONCRETE ANCHORS 1 CDNGETE (SEt SCHEDULE ON SHUT 13) )OR 9 E -._-� `9• EXISTING i'(9+.Aiomuc w f,, G) tiEOIARED } _ EDGE or GLASS w lnvutiall I aE2T i t) -{!, ' _STAB K I ON ffET 1a RA A(iAS APPUCABLE E%ISTNGfEASSml� r �p¢tw... 9 GLASS-"., I i alEct II) ' 'I ; AL ANCOOE"1 UOSTIHM LOCATION I I I i r/10.3/4•HEX WASHER HEAD 1 T OR 3 OR 1 I 3/eJ{_Na. I! iF]L SCREWS a 12.O_C. _� OF S 3/8 141 1 �,- CONCRETE ANCHORS $ APPLICA IF �_� '\! ���� (SEF.SCHEDULF ON SHM 13) SLAB I d OF I NN aJ wa1v1 - — IF` a APPLICABLE °�, 59 OF AP�3rAaE 1 -w LICAB a �J Fur HEAD CONCRETE ANCHORS t1CONCRETE LLBa r4TT CONCRETE i ---`. D.• - (SEE SCHEDULE ON 9EET 14) am awn R%1 T OR ®000NCHEED _- _.. _. .._ _ _ _ .- RFOU1RED FLAT HEAD CONCRETE ANCHORS RECKIRED IVDLsmlLp) al 1 RE°UM ---E.D. E.o.•- — -(SEE SCHEDULE ON SHEET t.) 11 TRENCH INSTALLATION ONLY FOR UP TO +70. -75 PSF AS.D. (0 HV FLOOR INSTALLATION t I)HV WALK—OVER INSTALLATION DESIGN PSCKEDLRESSURE ERATrnNG x FOR SPANS PER (GJ HV CEILING INSTALLATION DIKING -W,ev. ,i _.. )(DO CLASS'CONCRETE ANI;HORS W�(SEE SCHEDULE ON /SHEET 15) i/N�i p�1 (1_.vDDSTMIG_1 EXWNC -{ -1 -- -_ ._ tnWRS TA aR 1/4'B IM W/IIIS IGLASS Iw f01MndW ouaF .__._..J � FISIFNRB T EVI0.MMENT N'/CLASS ��IIDFAxf aM 91QT 11f�r4wlld A 13/4•I4N O�IOIf O 4"tWrJox.Axd ,D O.0rORwID4'-0'9'MAHD I I - I i I ' �., ,�, 4-=FOR SEMS LAW%A THAI 1/ r-o•tP To r-O-NML MTLYIt 4- � SE14W AT EVEW FASTLNM WADDMA%. (TN.)(SEE NOTE M ON 9W 11 I 1/2•p• /10x3/4-HE% E. + , ... .._. MAXOR — �REF� can.5MAMr—- ..o ,a ac. U !./tsxs/4" HEX HEAD / " i :/4'a-20.3/4-SS IISMIT SCREWS O 9"O.C. �_1...- \UR1ANCHORS ULE ON _ _ `L , N.. ] / 019 0.CS.D.S. i i i •J • -U9MG t/ •-2u 1n5 W/NUI a 9.O.C. p1EET 14 / f -- • •-•.• `r DOSING NON STRUCTURAL _ t ) 1�i' •• 2.00"MIN. ANI.RAY(DECORATIVE i 4 P EDGE a I t/2• I -I 7 8 I t E.D. vu) STAB K I A _ \ /14xs/4-F.H.S.D.S. N �• WN. vaREu cnIK T[ Y ...RI:auRED j 4Yi 75 1 7/E�I / APPLICABLE .COW-REMµCHORS SEE NOTE 13(E) •. '~ +.- j 0 FKX RFU CONCRETE (SEE SCHEDULE ON ON SHEET 1 'SEE NOTE 13(b) I POURED CONCRETE-- ON SHEET I OPTIONAL .._._. _ OR CONCRt�E BLOCK SHEF7 I4) OR CONCRETE BLOCK 1 -- / - HNEa%REo REDu1TNEo �M�)KEYSTONE IItOUNTING INSTALLATION PTIONAL E;�a� (K, HV WALL FLOOR INSTALLATION (�� HV WALL WALK—OVER INSTALLATION MA.a1uM ASD.OES"PRESSIRE' ♦64,-T2 pd "C16 IMJf1A1N SIMTTER SPAN L'-' (J? HV RAINGUARD INSTALLATION t t1 t THIS INSTALLATION SWILL BE _ --'- NOTE FOR COLONAT10N OF SECTIONS-. • E D. - EDGE INSTANCE REMCNABLE WREN PERFORMED ,-SEE SHEET 4 FOR TYPICAL SHWITER (SEE SPECIFICATIONS ON SHEET 13) OO.MCTR 70 AN rnrRARF EXIT a SFE E R ON$OF V19 FON ASS00BLY p,N ENTRANCE BLADE to DN SHEET I9 INSTALLATION DETAILS W/ T HV BLADE N AN'/MOUNTING V To SUIT NS CAN Elf INSTALLATION. _... - _. J FLORMA BUN DY4G CODE Mon Nip. Velocit W,ricone Zone O 2015 (ASTERN MFTAI `.UVOLY, INC. 4 T BERTHA H ENSF'.�9 A S S A Accordion Shutter System 1 L E C O t N o. Kv. MADE#1w/at W10 KV.MAN]OW SAM *c American Shutter Systems EV. OLSCN" M CITE DRAWN BY; ML. -O'• `STATE OF ;�: TILUT TESTING x ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/1J IS DATE 4/13/15 Ifl75 n.W..1•U.a1,Sa.Jae,lnlxau UNR1e15,gamA 331 - 4268 Westroods Drive Pnona (303)471_1330 Fax:(305)671_I531 -.'. DRAWING No .res. . _,.N��t .- 1 aaaoad.a• West Palm Beach, FL 33407 : 15-085 5'JN Al �11TA WFLOORIDA Ur. 0444167 e SHEET P.E. SE'It11%SIGNA�fURE/DATE SFE NOTES ON LUCKING RODS 0.HV LOCKS©w© OUT 9Q IN -TING cuss INSTALLATIONS Wf (1 HV **AND ALIHitIATE HV LOCK 0 O SHEET 5. BLADE SLACK MAIL INF IS VAUD FOR ALL BLADE W HV CENTERMATES CEIRERMATES APPLICATION WITH SLADEo j °®°"©'�°A®•�"Y`®" O R SEE END WALL CONNECTION 10•®G ©•0I0•0w --ExlsnNc cuss DETAILS ON SHE 10 18 2'.2'.1/8•.0•..27 + ®•®w®.®w�+® 3 1/4• • -- - 61/2• .,]__.._. (8083-T8 NI"ALUM. __ _ I 114GIf W/(2) 1/4'*TAPCON 1/2- w®.® QPPOSINQ. 5YMMFTRYCAL ANCHORS TO CONCRETE I NT RMATES CENTERM4TES MIN. SEPARATION I - /10x3 4.S.M.S.a 12• * (SU SON CHEDULE I /10.t/2'sus to TSE L�c.FU.L LENGHT. / W HV LOCK or W/�ly—SOCK AT EACH ANGLE(TYP) _. 5 ® - * 35* L—"2' J �' 3 mow® i I 3 ®' `VA HVB ©w®w©+O7 w 8 10•®0° POURLD CONCRETE OR ®w® ©`©°A �E70SfMJG CLASS CONCRETE RI OCK WALL isnNG \O'®'"©•®w®•®°"' SYMMETRICAL ---—*—— g . RE 7 w 6 7 w _ - t- 7 `© `O`® MIN. SEPARATION / CENT RMA ( ��N� ! ®•®w1®-®w®•®w 5 CLASS 8 w w 1 EXISTING TO GLASS a GLASS 1 (SEE SCHEDULE w • .¢ � OP110NAL) ®�®w®�®w®,® ON SHEET 11) w/.Hv_ i MIN.SEPARATION ® *, © INTERIOR _ TO GLASS \ + _- //...._ (SrE SC: - LE IN OPTIONAL - / ON SHEEP 71) - ---- — — OUT _ — > CONCRtTE �> ANCHORS O 1 ®w © 4 VARIES I 03 9Q *®°' '/ '•._ * w ® OUT 8 ,/2•MAx. $LACK OUT _..._ (EXTERIOR) HVE HVF** HVD C7 FLORIDA BURNING CODE Non Hi h Velocity Hurriccne Zone 1111111111/IN/// ®2015 EASTERN MtrAL SUPPLY,INC. °P��E�A r►�ci����� BERTHA HHVTM � �- EN - A S S A Accordion Shutter System 1 L ECO 1 M c. . . . . ITV.BABE#1 W/OR W/O ITV.MINXIW BUDS *? American Shutter Systems EV.NJ DTSCO"1011 DATE DRAW„DY: N.L. *; _ TIWT TESTING k ENGINEERING COMPANY Association. Inc. t _OLD 11-192 4/13 15 OaTE: 4 13/15 0.L]N.I.3LIA.SL.St..3 .VROMM WFLORIN 331-FLOR331- - STATE 4F 4 i r :(3os)871_1530.Fa.: (305)971-1531 4268 Westroads Drive DRAWING No e_0:6lterA0eo1- West Palm Beach, FL 33407 5 Es.00T719 15-085 'hA�Fs'S ••• ��U��s WALTER w TLR A PF. 4 A rLDRoA Ua /44167 5 SHEET OF 20 P F. 19YAJ/„( A1PJI�E/DATE 1S