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HomeMy WebLinkAboutProduct Approval 11/5/2015 Florida Building Code Online M` Florida Uepartmentq BCIS Home Log In I User Registration I Hot Topics 1 Submit Surcharge Stats&Facts I Publications I FBC Staff I BCIS Site Map Links I Search Busines gar Professi r al Productl r„I USER:PublicicUser User Regulation Product Aporoval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL 389 Application Type roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tvoe Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street,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 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: _ ® eCheck M SCCurlt https:/tfloridabuilding.orgtpr/pr_app Ist.aspx 1/1 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVMMMON DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE UWALLM AT HIGH VF3.0011TY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MIFMIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY'ME ilUR1SDECTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DPICDONN.ITY FACTOR Kda035,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.0)DEIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15. 19&20. IN.ORDER TO VMFY THE ABOVE CONDEMN,ULTIMATE DESIGN WIND LOADS DETERMINED PER,ASCE 7-10 SNAIL 8E FIRST::REDUCED TO.A.S.D.DESIGN WIND LOADS AREA.•1: HY._BLADES(1)AC �A BY MULTIPLYING THEM BY 0.8 IN ORDERTO COMPARE 7HME'W/MAX: (ASA)DESIGN PRESSURE.RATINGS'IND10ARD og SWEETS 11 rtim 11 19&20. GENERAL NOTES SHEET IN ORDER TO VERIFY THAT COMPONENTS AND ANCHOM,GN THUS P.E.O..AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE SIRFSS FOR NAND LOADS WAS I=USED IN THEIR SYSTEM COMPONENTS 1-20 -SHEET 2 ANALYSIS.HOWEVER,A WAND DURATION FACTOR CO-1.60 WAS USED FOR VENIFTCARON OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 AV. BERIM N.V.ACCORMN SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN MIRED IN ACCORDANCE wam sECDON 1609.1.2 OF TINE ADM MEMIONED CODE AS PER IYPICAL SHLITTER ASSEMBLY .38-14 SHEEP 4 TYPICAL."DOW BLADE&WINDOW DETAIL -NV BLADE.0 /0214.01-03.#0715.01-03,#1004.01-05.012t4.01-05.#0317.02-06.}0609.01-10 AND.10210.01-11.AS PER TAS-201.TAS-202 AND 7A5-203 PRA'TOCOLS AND ASTM E-1BB6 AREA 2: WBLADEMAND FN WINDOW BLADE'CIA� AND E-1996 STANDARDS(IdISSB.E LEAL 0.WINO ZONES 1.2&3)&JIM.01-10 AS PER TAS 201,'203&203,PROTOCOLS LARGE WSSRE• WERE_APPA`(&Mg) -HV WINDOW BLADE 0#0505D1-08 AS PER AMU E-IBBIG AND E-1996(MISSILE LEVEL IX WIND ZONES 1.2.3)8490 PROFEATION ONLY AM f 0725.01-88 AS PER TAS 262 PROMCQt. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS 'SHEET 5 .. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE 0 AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORMN PINS(HY SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.275'AND#14.1.75•RFSPELTNELY,410-Kr MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEP!SCREWS WITH 135.0 Mei YIELD STRETILTH AND 180 kM TENSILE STRENGTH.PINS SPALL BE COATED WITH BERTHA W DACROSHIE D COATING SYSTEM AS MANUFACNRED BY APPROVED. CENTERMATE ALTERNATING DETAILS HAI SHEET 9 COATING APPLICATORS, REDISTERW WITH AMERICAN SHUTTER SYSTEMS ASSOCIATHLN.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SNCL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3..MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 led MID 35.7 ksi FOR END CONNECTION DETAILS 1-6.CONCREVEILOCK SHEET 10 6008-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRME&ET=K SHEET 12 5.ALL SCREWS TO BE STAMM STEEL 344 OR 3te AISI SERIES OR CORROSION RMSTANT COATED CARBON SMEL AS PER INN 50018 WITH 50 Hsi MIN.YIELD STRENGTH AND 90 ke MIN.TMSUE SIRE NGM ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YNED STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE Q: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE O, &0 WORIONG IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 B.THIS BERTHA SUPPL H.Y.ACCORDION SHUTTER SYSTEM 8fJBEAMA V.S. PATENT#6'779,582 S COMPONENT^OF THIS APPROVAL ARE COVERED,M WHOLE OR 1N PARE FK V.S.PATENT#5458,179 ISAJED YO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 SUPPLY..Y.INC. 9.IT SHALL BE THE RESPONSIBHTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTERS 7G BE ATTACHER TO ENSURE PROPER ANCHORAGE CONTRACTOR TO SFiL./CAULK AREA ;: W WINDOW BLADE R ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,7HRU FASTENING IN CONTINUOUS CONTACT WAR"THE BUIUBNO TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT M�BEAR PERMANENTE OR LOCK�HV AM HD aE WITH WARNING NOTE:DURING PERIODS OF HURRICANE W MINS HOME OWNER.TQUUT•OR 0711M MUST PROPERLY CLOSE ALL W AND NDCENTERIATCS AREA 4• FN WINDOW BLeDE C1�ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A RFADtLY VISIBLE LOCATION AT ACCORD'-DN SHUTTER IN ACCORDANCE WITH SECTION 1710.63 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LASELI NG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SAW.COMPLY WxN SPECS IN rwm IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULAYIONS PROMETI BY THE JUEtIS09CTION WHERE PERM IS APPUED M. •13..(d)THIS PLED.PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I^WHERE THE SITE CONDITIONS OEYNTE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED..PROVIDED HE/SHE DBEs NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO ENE CONDITIONS DETAILED ON THIS DOCUMt7Nf.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S Rmnusimurr. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.ED.WILL BE CONSIDERED RNAIJD IF ALTERED BY ANY MEANS. (d SfiE SPECIFIC PROEM SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(LO.R.)FOR THE PROJECT AND WHO WILL BE LE FOR THE PROPER 175E OF THE PXJD FJN[MM OF RECORD,ACTINO AS A DELECATIED ENGINMR TO.THE P.E.D.ENGINEER SHALL SUBMIT TO THUS LATTER 111E SITE SPECIFIC DRAVANGSMR' REVIEW. (e)ORIGINAL P.E.D.SHALL DEAR THE DAIS AND ORIGINAL SEAL.AND SIC;aNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. N FLORIDA BUILDING CODE Non High Velocity Hurricane Zone •'A..T �i� ®2015 EASTERN METAL SUPPLY.INC. tv UcEit? '. THA H TM /T1L EC O �>Kc. A.a�■ ■A■ Accordion Shutter System .: _ Civ.RADE#1 W1 OR W/O KV.WINDOW MADE American Shutter Systems nL�rnPnoN DAm DRAWN m LLL 9; TE 7F TlLLiT TESTING . ENGINEERING COMPANY Association, Inc. i OLD 11-192 4/13/15 DATE s 13/15 Is �.f�•. DF. .•••• e3s3 H.e.38TH.at.Ste.303,v810ttw,UApLl6.iL0>Z(N 331 ��_ PAene:(�5�71-1530 FOR: 305 Tt-ts3t 4268 Westroods Drive 2 �' ��1U~•' � �� ( West Palm Beach, FL 33407 a DRAWING No \� o-moA:tH4cooeot.Rpn ,/ NAL VA WALTER WALTER A.TILUTT1 P.C. 4 15-085 P.E. SEAMNYURE/DATE FLownAu�111 44167 6 SN1 OF 20 01 �T4 1 NV�Q�ID__BLADE .a7- 5 NV UNIVERSAL NV 9 ;iek STARTER 3, FLOATER ° O•f,, OVERED UNDER US PATENT!j 5458179 Q Q QUALIFIED OR USE W/ - QUALIFIED FOR USE W/ HV BLADEHY BLADE. 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-TO ALLOY AND 1EMPER -SEE LIMITATIONS OF USE OF BLADE 49 ON SHEET 19 -76.AlB10Y A 1 R . 1 tea' 6063-i6 ALLOY AND TEMPER .22 .085* 56' _ �•�.. s70' 3.5 _� .994' 1.000` Ci 670' 2.27b' m ff!2 � 4.!27- A15' 2.092' .1 o.o7z HV ADJ, ADAPTER W/LIP o " t112 1a7s' 3.226' QUALIFIED TOR USE'LY/ HV BHV WALK—OVER TRACK 6 �1Y ADJ. FLOOR TRACK QUALIFIED FOR uIJE W/ IIV HV iRENCN TRACK - 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV � QUALIFIED FOR USE W/HV 6083-76 ALLOY AND TEMP BLADE(71 ONLY. (1- HV RAINQUARD E '6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER VARIES t 36` BLADE 11 1' t4t5` VARIES 1.936' 6063-T6 ALLOY D TEMPER 1.917• ° — �•-• - 0 o61 083' �+ .083' .083' .IaO' os4 '. n .060' 670 at 093'.�� .0931" 14 �A • 7 m 670 1.686` 0- 670 0 3529' 11 HV CEILING HEADER HV HEADIER/SILL (4 HD CEILING HEADERAILL QMLIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED0603- 7OR 6 ALLSE AY ANO BER )ONLY 1D QUALIFIED FOR USE W/ HV BLADE 4 D SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. FOR 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE i ONLY. 6063-T6 ALLOY AND TEMPER X t COMPONENT A 8 Tt TZ X Y t N.%M1L Y MM,t 2' 2' 10.125- Q 2' 5'MAX. 1/8' 1/8' 3` 3' 0.090' 15 1 u1:1 -- I6 2' 5'M0. 0.192' 0.192' . SIDE ANGLES �a CORNER POSTS QUALIFIED FOR USE W/ I(V ALUMINUM L'.}� 2.5' 7'MO.,11190' 0.144• LIALIFIED FOR USE W/ 14V BLADE AND (ILIALiFIED FOU USE ONLY, HV 2' 9•ukx.{0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063m16 ALLOY AND TEMPER 6063-46 AALLOY ANDTEMPER � 1 F1OMDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. tir J'' B RTHA H1 w • � "=. Accordion Shutter System t L ECO tet c. KV MADE#1 W/.CR w/o KV VAIW r SAX k= At,nedcon Shutter Systema TILLLT TESTING & ENGINEERING COMPANY btsc9wnoH oat€ oPAWN er Mx �; As:+ocfattan, Inc. 1 OLD 11-192 4/13/t5 oA16: 4/13/15 STATE OF 4,x 6sx H.AN.36U,$e.Seg.30.vRGM 6VWM 110M 331 Prone i(s0s1671 Isco.Fo%:(396)971-1531 4268 Westroads Drive 2 DRAWING No FCDRlO ;•�C'`� 'rh wt-wood can West Palm Beach. FL 33407 3 rJ—QSrJ :A` `� WILIER A.1918 Jr.P.6 4 P.E. p&JGhhltE/DATE nAMA Ua.0 44187 s SHEET 6 2 OF 20 4.660• 9 4M• 48' 1 a•-20.1J2' 1 e-t0 wE cA5r F�f@M NOUm FRMta. S.WLS. Eb PAVM 1=62ED 0�CAST BNIEO PAtNM am cn=M TNM n+oa. ... 3 878• sum m '0.1 1 _—: .4 4��A AaAlr S(09ME (a1Ra+[� ) .. 21 HV CENTER_ MATTE_ ° 0 FlED FOR USE W/ HV BLADE(D& L�2 HV FLOATING CENj 7s - ®. ® HV EGRESS LOCK 63-T6 ALLOY AND TEMPER QUA EO FOR USE W/ HV BLADE(D&do t( )ONLY ° e7' QUALIFIED OR / HV QUA IJFlED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER �2 HV CORNER CENTERMATE ONLY. - BLADE 10 do ®ONLY. 0 AUFIED FOR USE W/ HV BLADE(DONLY 250"on. 2.874" 6063-T6 ALLOY AND TEMPER 1 .618' 17-5 6' .927" b1OLDED� ^ n 4.045' - m SCRfN. 2.079" 753' 4 - R,38.0•AFTER R0.'ET1NG 10- °0 m -� n " 1/4»�-20 5 x 3/4» BEFORE RNE11Nc 1->1 T S.S. THUMBSCREW I(4»0-20 RIVNU,* ' *Soars 9444 ALUMINUM(2024-TS ALLOY)WtCE RANGE nm • .. 1 2750' - 2. SHEET MITSERL PARE p 0820.AS MAMFAMRM BI'AWEL PIAN FRONT L1E17A110N HV MALE "T" LOCK CE �a 4.SS' (NOW 1ExTaTrN.PMStPPE7K,NEVI JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY � HV FEMALE »T» LOCK CENTERMATE ® -T» LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1()ONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/HV BLADE(D Q ONLY. BLADEONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS r 7 3.161 m o — *- -4 • .214' CYLINDER OR •� •�' KEY CYLINDER.21 'w .545' 0.875'Min.x..125'MaHQ CENTERMATE O 0 D HD CNTEFRMATE 1 D m . o QUALIFIED FOR USE W/ HV BLADE i do A. QUALIFIED FOR USE LY/ HV BLADE i & LA . 6063-T6 ALLOY AND TEMPER (4 HD CENTERMATE'S INSERT 6063-TG ALLOY AND TEMPER ^ ' ARrEs.12•Mw. QUALIFIED FOR USE 1%/ NV BIADE(17&�' 1 re� �y-1B(SM WFALV I - 6063-16 ALLOY AND TEMPER TNINBRIRN / '• CYDIVOER 1.57 in CYUNDFR 1.78'Max. t:-MING RODA m 1/4-A � D LOCK QUALIFIED FOR USE W/ HV SLAOE(1, » 75•A 6068-T6 ALLOY AND TEMPER iti NV 3/$ 0-16 ACETAL Ot HV 1'/4» 0-20 AISI. 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LACK. Q AVIATION WILL REOUIRE A 7 ' OLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE VI/ HV BLADE(D& ®A d I FOR BEDMENT ED 1 tgraj. 9 QUALIFIED FOR USE W/ HV BLADE(17 FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zane ```���. ,.......• v9!gJ' 0 2015 FASTERN METAL SUPPLY.INC. Q�: BERTHA HVTM 1 L E C C1 N z. A.J.S.A. Accordion Shutter System ----- H.V.BLADE#1 W/OR W/O N.V..WNDOW LADE American Shutter Systema; 4EV. oEsempim BAT[ DRAM BY: WL t`E'c TILLLT TESTING & ENGINEERING COMPANY S w. 268Association, Inc. 1 ow 11-192 4/13/15 OAT[: 4/13/15 �'o'• Q..:�. Toss rL».35m:stti s%30.4,vmcea4 c.Rm±s.rmats4 33161 -Pb rt :(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ssIO�A4FC``�p e-m-toe .emn West Palm Beach. FL 33407 a 15-085 AAhiNO N11111ti1 WALTER A.TWT Jr.P.E. P.E. SEAL/SIGNATURE/DATE u`d 4~187 6 SHEET Or 20 SHUTTER AS SCHEDULE FOR 3/s" HV ni HV i�A 41 12-WN, ce 625• 10 HV BLADE 1 4 ro eIaD6 1 fs7� ® HV BLADE 1A 3 W MUDOW MADE .066- A � .osw ® HV LONG RECESSED NYLON SUSHING I I � KNUCKLE "m IN cg25 -1875' Y ® HV SHORT RECESSED. NYLON BUSHING �S N0.040 ® HV NYLON HAT WASHER O OR ® � PLAT PORTION Ri.7 Cj �, 4 HV WHEEL CARRIAGE AISI 302-303 SERIES s I I - 4 " 4 n 44. ��/s2. 540 X 0.870"x3/16" THICK NYLON WHEELkrff I a 2 7/6-MPI. Iry Wn10ow 0,188"0 AISI 302 SERIES S.S. RIVETS 315'0 SEPRATON a ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD ' Q8LADEN e 0625' 7soa• * EXTERIOR ZLj "o OPENNOCS o$a'/�� Q HV 2 3/4' ACCORDION PIN W/ #8 HEAD 'k 407 F" = .7500" 41 �47 " —21/4' .:°i n rvuwN ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 : CLEAR TYPICAL HV WINDOW BLADE ISA AND tO..4R ( i1 3POLYCARBONATE HV WINDOW DETAIL ® 4 or@f N:T.S. R O IRENENTSNOTE ) OOR ® ' *POLYCARBONATE IMPACT RESISTANT HVWINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, L1V-STABILIZED GRADE OR SABIC x I fro M M INNOVATIVE PLASTIC LEXAN 103 RESIN ©OR (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHAL. ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR '1 3 POLYCARBONATE SOURCES FOR HV ® PRIOR BLADE. TYPICAL SHUTTER ASSEMBLY + APPMAat Fan" tYnm PRWOV S SoXYM N' RV PIN©2 OR®AT (2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT EIRERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ) MIAOE's KNUCKLE. 1 - BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (SEE NOTE s FOR ws M one 40040 sM' 40403 ro/. ttE0U1RE61ENT5) t 1aK=rW STRU CM AM 0670 9,400"L 0 sw Po-L FUMPAL STPID Ta N Yaw A=0790 12.5w Pu 17,40) Ps.L (3) HV PIN @ OR ©W/ 1/2' O.D. 1/16" THICK S.S. WASHER O 5 I I FLOaRAL M0)LC16 A WW 0»7 3440))�1' 34SAM P.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a>' i, seals SHEET QO ! n01010 aw ws'M am is Fr-n! Ir rf-wt7 WHEEL CARRIAGE DETAIL swn cxtvrT AM D2M 473% 045 s Uw w.s. SEMBLY LAYOUT R�1e or wcaa) ASN em c-1 uA57 Ft 0-4wA, lar ICfmm ASN 01M 1040T )90 r > IA M cf55 YEN=SfRE7iCM lFrflt AOM M 9702 Psi 8019 P+L M HV BLADE SOLID & d� HV WINDOW BLADE DETAILS 1�5„�5 agvn ASM 6340 MI"I. am P.L N.T.S. FLORIDA BUILDING CODE Non High Velocity flurricane Zane IA, j/�''�i�,� 0 2015 EASTERN METAL SUPPLY.INC. 0C . �--, BERTHA HYTM A,s.S.A. Accordion Shutter System ITV.BLADE#1 LM/OR W/o H.V.W WOW BLADE r = American Shutter Systems lew.Ng DESOMC 1 D„,E M,y„BY. M.L. TILLIT TESTING & ENGINEERING COMPANY Q� *� sm Kw.awn.a,std 5040,vRam.wDai' ,f cMA 331& A;IL'IOCICitIOnF Inc. 1 QLD 11-192 1/13 IS Mtt: 4 13/15 ,Cc�i'..ORIDP :•'�,`� Phmo`(3(15)871-1530.Fox t(305)UT-1531 4268 Weslroarls Drive z DRAWING No .� a mon 1Mecof49ol.can West Polm Beach, FL 33407 s L'ENG� .� WALnR A.rUJT�Jr.PZ , 15-485 R.E.�a lCf616 'rtJRE/DATE FLORM ue,g 44167 s SHEET 6 4 OF 20 CV•�61 fifiaa � D c o E9' Y N s t D • a+ ONE FP/LOCK®a'�S}tHLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY ® ; OR 12"ABOVE OR W 2 OF sHurtER SPAN FOR SPANS UP TO 105',AND FDR 'NST TIONS ANY ELEVATIC, FIV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED To OR CF7RERtdATES w/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD,S.S.M.S.LOCATION OF LOCK'SHALL 6E AS INtNCATEO ON 1 -SHUTTER ELEVATION. oAo� LOCKSTO TWO HY lip qq OR(?q. Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TOUCENiERMATES 611 OR�SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA ON OF LOCKS .. . .. 2 NALID 02 IS USED H.V_ LOdCS1.LOC1tlNG RODS ARE NOT REDUIRED AT URPoCANE POSITION, BUT MAY 4 5ox"�0 ® a BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING.RODS(0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4: ONE ITV LOCK 0_. @ SFSALL BE USED AT CORNER C SPAN A.= AND INSTALLATIONS AT ANY us OR INSIDE LOW, ATTACHED 70F CORNER CENTERMATE W/(2) 1/4 0=2D x 1/2" LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS "T AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. `7 MAXOAUM SHUTTER SPAN SWW.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEr 12. a §RhL` S. JI VAM OM O� 5' 3 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF W LOCK or FOR ANY SPAN ARD 1 tNSf TIONS AT ANY ELEVATION.Ai NATE LOCK MAY BE USED AS ACT INSIDEOR OUTSIDE LOCK:ATTACHMENT �. B a OF 1/4'm-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL 13E MAGE W/ 1/4"0-200/4'ALUM. / t gZEF�m 1} � RNNUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO L / LOCKS AT 1/3 OF SHUTTER SPAN. li ® 6, MAN CONDITION&FOR KEYSTONE MOLMIR .1NMN1A710NS- ONE W LOCK 0 or 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPA14S UP 7D B8'.AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or o SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2" LONG FLAT HEAD S.S. SFE END M.S. LOCATIDN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOWING RODS®W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETALS ON D i E N 1 J x Y P O R y yl X SHEETS 10 dt ,',E, 'FULL " F CORNER *NMS* ON HV "T" LOCKS AND CENTERMATES: 1 CENTERMATE �(�MAY FOR ANY SPAN AND m aR 6 • 7 m S m10 m INSTALLATION AT MANY ELEVATION.ALTERNATE LOCK Y IBELIUSED AS ANANL INSIDE OR ROIDE LOCK.ATTACHMENT `' �. O O •® OF LOCK®INCLUDES USING REINFORCING LOCK AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 1D+ l m I(7�•@m0•0m CONNECTED TO CENTEIMTES J AHD @ W/ 1/4.4-20 x 1 1/2'LONG SS.THREADED BOLT W/7/8'0 x 3/32' � WINGNUT C?R W 1/4'4{-20x1'S:S.M:S. INTO A 1/4!'4k 5/8'RNN 0 LOCK MAY BE INSTALLED AT MIDSPAN OR 12' �:l• 7O'LJm®a0] +�«+ MAXIMUM=AND BELOW MIDSPAN.USE OF TWO LOCKING RODS�TOP AND BOTOM IS MANDATORY. O5•�Smi©.®m®.®m ®.®m�•�w is•�mQ. *NOTES 0 C" TES: 1. M: ONE ALTERNATE HO LOCK 0 MAYBE USEDIN LIEU OF TYPICAL (i) HV BLADE SHUTTER ELEVATION HV LOCKS V OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE ID LOCK sa MAY BE USED N.T.S. 0.S AN-INSIDE OR S I=.ATrACHMENr OF HD LOCK A 70 0IS w/3/s x 3/8'.F.N.SIM--,AND INCLUDES RdNPORCEMENT INSERT AS SHOWN ON SECRONS NDS- AND -f NO%SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COHPLEIELY opmNN_ FLORIDA BUILDING CODE(Non Ifigh Velocity Hurricane Zone, 0 2015 EASTERN METAL SUPPLY.INC. V\cENSF:��'�. BERA■ ■S■Q■ THA HVTM _ "ILE C O Inc. Accordion Shutter System KV. MADE#1 W/CR W/O H.v VANI r BADE AmeLiean Shutter Systems DESCRIPTION DATE DRAWN By: N.L �S TTWT TE5LING & ENGINEERING COMPANY STATE OF iLt� e»s N.v.3B6i,se.s1..3os.vwca+u,cwvas.rsaRmE 331 AasoCtationR Inc. 1 oLD 11-192 4/13/15 a+se 4/13/15 PAono:(305)871-1530.Fax.:(305)871-1531 4268 Westroads Drive DRAWING No R West Palm Beoch, FL 33407 3 WALTER .�P� 15-085 qL L ++++ FLORM Lica.�"167 5 SHEET Y.E. SEACf Wtltt#�1RE/DAIS 6 5 OF 20 . ANCHORS POURED CONCRETE CDTlR�REDETE (SEE.SCHEDULE ON- OR CONCRETE-BOCK. POURED LONG SHEET 13) eealnREa /a'mJ�W�l zow3/4`ss: eOODutEE _ CONCRETE ANCHORS SCREWS CONCRETE AcicHORs 17 t FOR (sc uxaHlMa�tjoH sNrLt (SEE SCHEDULE ON •-zD(SEE SCHEDULE ON SHEET 13) 511tY7 13) 12'O.C. 14114'0-20x3/4'SS: EO ��IihCUSINHCNE sac'sREWS-20 iuts E D,4 .250'Max. _ .- "'u all 5 -- i 13 °R 1�5 • -- I 250' D 25x•Moc 0' , � � � Max. OPTIONAL ,, (( � ONAL i }-titan --OOR 0' i i - MM.SEPARATION TO GLASS 1 ExisnNc I s4TT t9 FOR t t 1 EJ°�-- (sEE'SCHEDULE DN... 11) _ I 1TA1Es@sQ r(�s AEON SHEEETT11i) ..r.g-� A D i QA HV WALL READER INSTALLATION i ©HY WALL HEADER_ INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE c MIN.SEPARATION TO CLASS .. m a (sTs ,i , 1 OR ' ; H H —01 oasnNc (SEE scHEOLttE or+SHEET 1 t) 1 usN.SEPARATION To cuss L 5°�ATH sm i (SEE CHEDULE ON SHEET tt) j u FOR a�E QjA T ( ON sFLT 19 F01 i r 9AMOS &0 OPTIONAL M•ax iii i i ,I ,i 1/4'Nat. O „ �-OPTIONAL 1 13 E O.4 ii ii D. A . It /2 _ 19 / r-- - 13 EoOR t' - {--- 12 xR I4 t/4`1-20x3/4•S.S. Mh Lo! PHILLIPS TRUSS HEAD 1/4b-2013/4•SS.PHIWPS MACHINE SCREWS t151NC CONCRETE ANCHORS TRUSS &MACLIN,SCREWS CRETE ANCHORS 1 1$ t' 1/4`-20 NUTS-0 12.D.C. (�SCHEDULE ON W/ 1/4'-20 NUTS 0 t2.O.C, POURED (SEE SCHEDULE ON SHEET 13) fin. OR CO CR E BLOOK SHEET 13) OR CO BLOCK CRETE ANCHORS REQUIRED WALL RECUR QD HV WALL SILL INSTALLATIONCONCRETE ��mULE ON �HV WALL SILL_INSTALLATION OR CONCRETE BLOCK WiLLL`EOUIRED 0 HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ I- SEE SHEET 4 rOR TYPICAL SHUTTER •E 0.=EDGE Dt57AHCE ASSEMBLY t SEE UM ArCNS Of USE FOR 2-MOUNTING SECTIONS CAN BE Co.(tINEO (SEE SPECIFICATIONS ON SHEET 13) BLADE iT ON SHEET 19 HV B LA D E W ANY WAY TO SUR ANY INSTALLA710N. ttnutnr FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ````��>•�,`�,...:..(��/T/�4�i 0 2015 EASTERN METAL SUPPLY,INC. �Q cFnrsF BERTHA HVTm /TIL E C O me, A■�7. ■K,r Accordion Shutter System Itv IXADE/j1 w/OR w/o Kv wtNaxv etas y 1.1' *M A nertcon Shutter' Systems DESCRIPTION GATE DRAWN Of.- M.L. •p: - num TESTING do ENGINEERING COMPANY AF Assoclotion. Inc. t OLD 11-192 a 13/+5 DATE 4/13/15 9 �.c 635!"If.'m CsL.171 3aa,v.Fax .narmA 3„ � Mwne:(305)x71-1330.Fax:($05)071-1531 4268 Westroods Drive z DRAWING No .,,••,^" a-.e:tED-�oog* a. West Palm Beach, FL 33407 3 15-085 ��irrrrr�NALLLL��`` WALTER A TILLS Jr.P.E. 4 P.E. 5EALJ1 SI� NATURE/DATE nxRQ°ua a4,67 a SHEET OF 20 CONCRETE ANCIIDRS , CONCCRE�TE (SEE SCHEDULE ou SHEET ml, ; M R .�� , T i TO� 1 snsn.o fRf 9aEt STXNGSCNVAC T.OUIRED FTxx of "I'a vm r`aoR'� ' c(nss---; '. " r,o) EMSTINc 1 aAaotoe,� ± ;-CaJam.c 9 ( 1TERNA i LOCARO)1 i i i r �, ,i #40x3/'HEX HEAD ' t 1 3 at 15 s tuH: Ex Sy alws a/2^o: ; EDGE ar ' a IAK ANCI4Z $ -StAe IF (5£E LE ON 73) APPLICABLE i EDGE OF EXISTING FOIE SLAB IF clAss—� SLAB IF !1/2'• -,._t EOOE APPUCkSLEAPPLICABLE - rf £ FLAT HEAD CONCRETE ANCHORS SpE➢ro LIE E O' CONCRETE POURED D REO E (SEE SCHEDULE ON SHEET 14)MR . CH SfStt}J 19 � t 0 0+CG� dram Fur HEAD CONCRETE ANCHORS 0AMSO tjA REGUFREA D.— D. (SEE SCHEDULE ON SHEET 14) I .1RENCH INSTALLATION VALID ONLY FOR UP TO +70• -75 PSF A.S.D. HV FLOOR INSTALLATION HV WALK—OYER INSTALLATION DESIGN PRESSURE RATING$MR SPANS PER n HV CEILING INSTALLATION t SCHEDULE 03' NEU t1 E1�mfD 3 [DA53 a-•^ �i O --r---' ING SH SCHEDItIE ON 1/4V mi wt&x iAF0.1H)) 1) 1 ) -I a svm vq d t , ) AVZVC o TF Da wG Hca�uamrt m aAss e t GU55-T^ TMiiR4/4A 7e M/ 11W(. . -'i(�xllmtaF d smEr vi) Lay.around i0 1-1/4 E118MMEM O V I D i i i (S¢s w=d 11) QQ FOR LQ W-10'SPAN AFD LAFM THAN 1, 1/4- 46-ff tipToto M IFRrFae SFl1N:T AT COW9Efilo 4K (I1P.j(SEE NDIE tt f ET 11 )/2^ ?v i D• i i i i WASHER MAX. I 3 oD @i ``i ASC REWS a 12,D.C. HIX #14x3/4' HEM ...4 ,1�. t/4'r2o 1/P 55 NS TOC SCREWS a 9'O.C. ; OR 1/4'A-20 SS.N.S i CONCR ANCHINtS -_ — 6 ;O J #14x8/4'S.O.S. ' "v UStNC 1/4•x-20 NUTS '•. • .:-Y o tY MC v (SEF. ULE ON 1 a 9'O.C. Max. -`• U�f¢4C NOH S>FfUCfUwd. W/Nlli•O 9'O.C. e ,: •;Y,�•,',�� ( SHEET 14 ------ ____ 7 t8 1/2' 1' 2.00�•k11N.tia 17 t8 WNL TRW(DECORATIVE SLAEDGEa OK ED 11423/4'F.H.SD.S. . r. SAW r 1 7/8^ 1 7/8 APPLICABLE A 9'O.C.E CONCRETE ANCHORS SEN 13 � � ED I •� POURED CONCRETE (.SEE SCHEDULE ON ON 1��CONCRETE ON STiEEr 1NOTE 3{b) V _ 0 OR CONCLWEDRETE BLOCK SHEET 1CONCRETE BLOCK � •. R NC KEYSTONE MOUNTING INSTALLATION oFmoNAL POUREDNAYmua Asn MM PRES UD+434-72p+ CONCRETE— HV WALL FLOOR INSTALLATION O WALK—DYER INSTALLATION uAxmw REQUIRED g 'spm�'-O' (J HV RAINGUARD INSTALLATION t MQ r3OtF FOR CnM81NATb1J OF etCTfaN�: *E.D. a EDGE DISTANCE "- REMOVABLE WHEN FERf{>RNBED 1-SEE SHEET 4 FOR TYPICAL SRUITER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCAI10WCtNr 10E OPER1VBiE DtR ♦ �(INff!AN SHEET OF 19 FOR ASSEMBLY ��N INSTALLATION DETAILS W f (P HV BLADE 2-UOUNTIM IN ANY WAY To sun ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone p,: rjz(%T", ®=5 EASTERN METAL SUPPLY,INC. JCENSF'v9 AIEI ��a�l� BERTHA S HV T7A 1 L E C iJ 7Nc Accordion Shutter System Itv, EiI�DE#1 w/CR w/o t(.v vdroaKr BLADE Shutter Systems Xv.IRIXSCRFPTIDNDATE OWN w; M.L. TILUT TESTING do ENGINEERING COMPANY -o'•, TATE QF 4138 Nx.36M St.s.•3�VMM OMM.n�1 33ICA Aaaaciatton, Inc. ) OLD 11-T92 F/13 tS MTE 4113/15 Phone Eva:(305)871-1531 4268 Westroods Drive 2 DRAWING No . �''• \ . o-rnal.Nteoe000t.oao West Palm Beach, FL 33407 3 WN3EJED- OW'rLU1119 Q� 4 15-085 P.E. SQL19IGNA'uRE/DATE Fw�OA d 44187 6 SHEET OF 20 SEE END WALL CONNEMON-0 ETS 10 A 10 f INSTALLATIONS W",/ 1 HV sI � �®l �a� OUT 90' IN /--MSTING GLASS ANA ALiLICK D AI WCK��aN SHEET L 1(!/ BLADE W HV CENTERMATES ** �. TM� FOR SEE END WALL CONNECTION ! 90.01-O•@,-O,Oa EXISTING GLASS DETAILS ON SHEM 10.& 1$1 - --------------------- ---- ---------- --- - � 241)(1/15SA•-2 3 1/4' T 61/2' 7' wrriGOri%(zie+/ 1/2' a®.@ QP�OSING SYMMETRYCAI ANCWRS 10 CWMRM I CENTERMATES (4)gtpxt (+op/901iOU)t /1013 4'S.AI.S..tt 12" CE ATES hSIN. 5'CLAS N AT EACH ANGLE(MP)) ( �c.�+-1EN6NT. W/-HV LOCK or �5 W/ HV LO ! o ( To CI'�' SEE SCHEDU * 7J ON SHEET 11) — 1 !* *" 1 1 a." PIZ ® uT Q* HVC a cab 718 10 • � a 10•®p1®•®°A®'©°' HVA HVB IQ"'O°"©,f1m ®°" ERISTING G POURED CONCRETE OR ©•O•©�©•O•�I 'o•®-©•6-(D-6� _ _ RE m�ocRwA1L ��NC2- :00:0@9:6-6-6 s!®°"t . RICA --_-- IN {{�,.V-�:J��•O•�� ►1W.�ARAiION —_ 8 •00 1@9.0-1®-6b�k�N 1 CENTERMATE — �•®mom•p�®- (SEE SCHEDULE 5 NLN.5 i]ON — ®+® -- $ W HV LOC 6 OHORTIO AL ®��\u+®•©��'6'l ON SHEET I1) TO GLASS (SEE SCHEDU ON SHEET I) (INTERIOR) -_--_ L _ - — ---- -- — OUT 1 1 1 /ANCHSn 0 -- -- - - 1B`O.C. . 1 * 3 VARIES 0 F0 OT 6 1/2•MA)L SLACK OUT (EXTERIDR) HVE HVF** HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \L111N1p H/yIIII ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM P• �cE+v A S A Accordion Shutter System 1L ECO INC. ■ ■ ■ ■ KV RADE#1 W/CR W/o KV:WNW MADE fr"? American Shutter 5ystama �. p=w"01 OM ,ev: N.� *; TILUT TESTING & ENGINEERING COMPANY -o'. STATE DF c &M P.W.J6l^`St.m�M. c IMIS.nM=A M.M Association. Inc. T OLD 11-192 4/13/15 OATET 4/13/15 (305)671-1510.Fax:(3W)871-1531 4268 Westroods Onve 2 DRAWING No ­Mol:tnewoeac+ West Palm Beach. FL 33407 3 ,c . OR `o ®-00067+9 , 15-085 WALTER..........'S `E`DATE FLORD4 u 0 44167 a S 8 20 P.E. �,1�1�� / . ALTERNATE S W V " " LAQCK HY MALE/FEMALE " " WCKS CENTERNATES8 CKERS 1 HV BLADE SIJ`END CONNEIMM QUA IU-OH MEET' 10 A 78 INSTALLATION (1) HV BLADE oUT 1N '�f m : „ NW,*=ATM",Win. Wl HD CENTERMATES t . iR 0 0 oqo ®R AS W"!K UNNEILSM rLATMO OADE(})DETlaL N00-NW. a d 6• 7 q 8 ,I�p amlaTm oN nas.S1RE7 tyAr W asrn Te,N n+s rt SEE END WALL CONNEChON I •®'®'®°'©.`Cys 1lt1TAllAl,yky DCfAS huc sF w n+6 DESAIIS ON SHEMS 10 A; 18 twmrz "MA I o•®�®•�� 35 3 R )w D + ( L) tto0 I-----.-.-.-.----... * 4* (ct+twwW 7 (•lEson/x��"' i 11QiSdc.�wiEaeiru'- : � Ar 4467,a+ne tTYP) �t•1 ta)x44 rJ sJ 3 (30 LOCK T(INSIDE) t Pays(nP.) .1 ' w mswE "` •--------- - -- �-— — — — - --- -. 5 1 2 2 1 r D/C 5 3 OUT 31 oR 32 3 31 oR© 31 ort 3 31 SIX rim rrotrt 6 MR Eoac 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35# (anxauu ®• * W/ 7/8"0 x 3/32 WINGNUT. (o w'w)HDB—HVB OUT HDC—HVC T-Lac ON T s. ETRICAL HO C NTERM&TES i�0 HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENj� MR ATES S'Y� � LACK (INTERIOR)HVG* WZ Q! LOCK (EXTERIOR) 1 SaaLS 9M4 AttlYiNla1 (2024-T3 9"Y)LWM rLARMnM NJrSERr PART/otxo.Exrtis•®0°®'�©'®a AS VANUFAMM W AVM a0CHERRYTM.PARSFVM.NEW JERM ©,O.©m®•�] •®tl WC54 OR COWL. tM'IFRSN.R.6.I0i6'MAI)CO MW KW-M 15 1610 MR ALL UXM—.M AMUC 06 UM MCC�2 F**:@Q HDD—HVD** FLMNG STACK FLORIDA BUILDING COOS Non High Velocity Hurricane Zone � 0 2015 EASTERN METAL SUPPLY.INC. rE it BERTHA HVTM _ T1 f t 1��s►t�—� A S S A Accordion Shutter System !� L G v v -mc. ■ ■ ■ n KV.MADE#1 W/OR W/O KV WIt�CAN BLADE /�'; American Shutter Systems REV.W MCRM" OATS oR"Mar: M.E. / TILLIT TESTING & ENGINEERING COMPANY Aa TATE OF ;4 aaclatlon, Inc. 1 OLD 11-152 4/1]/15 DATE 4/13/15 6355 KW.38U..�54 Sts 306,V1aL7F45 GVtDF/fS nDRM Ail '' 'w; Fnom:(sas)ar1-iS3a,r�:(3,95)671-TS51 4268 Westroods Drive 2 DRAWING No <` o- �� met:lateeoa.01.c West Palm Beach, FL 33407 s• G e3-0006719 15-085 s/ONAL �•�� WALM A TkW u.RE. • ''rrr yI 11'�� MOP"Uc B 44167 5 SHE P.E. SE�Lf�'I �ATURE/DATE 4 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE TEED CONCRETE .CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE. OR.CONCRETE REQUIRED BLOCK WALL RECOMED / BLOCK WALL,REQUIRED BLOCK WALL REQUIRED /•—Extma GLASS{ 1 EXISTING,CLASS COHC 6 O.C. �IX15DHC CLASS f 'C-' -7 T 2.1AW . O 16'O. —-� TO MAS(SEERM >SIM T SERARNTION Avl / 700 GLASS(sFEDH -R D .E �'ST2ntu ON 1/16-x3•MAY: ON. I C FDR UBLADE® samxeE oN S1EET 11 FOR Arta (606.3 TS)'CDNT: ® l etADSHEET Op OR FOR ALUM.CLOSER GLH.SHEET 19 FOR 1/2' ON RSAID9 FOR EITIAND (LOCATE AT 1 BLADES &® PURE.(LOCATE 1/2- / 1 tilaDESmtc® .F—,t! EITHER SIDE OF O) AT EITFLFSt 570E MIN \ 1/?.'MIN. ®) I 4 USE 1'OR 2 MAX. 1JIoxT/a'SATS. I _�_ (AS APP U P A 1/65iD'-2' ( _-- ----C JIOXI/2-S.T.S. ® 16"O.C. ALUMINUM CUP AN 9 T6"O.C. ----- "—'--' 4 , (6o63-T6 ALLOY)A MIDHETLaTT (1)dlox.1/2-S.M.S.70fgv& 4 WALL ^o * S cHORs TO wAU.AT Y B.C.0.0.( ZE AT 5 SEE BLL x Fo \(WSIDE oNNECnON 1 OR EITHER OF(�} 1 OR' 1 OR (Ir SEE DETAIL X rOR 1 OR TO TRACKS SIDE CONNECTION SEE DET L X ® ®�©•Oa a 1 •®a TRACKS DDE NEC ®«®' ©'®a 6 1«8• 1 •®� TO TRACKS a «6 7«a •®� i '®°'©•�©•ll�a TRACKS �• a �•'�«®•�«®•®« �•®«fid•®«®•®� a �-®«®•�O.®« END CONNECTION DETAIL(j) D CONN CT ON D END CONNECTION DETAIL 3 END CONNECTION DETAIL I•RMUMED ONLY FOR FANS GREATER THAN 12•-0- CONCRETE CONCRETE AL EXISTING —————Zi EXISTING GLASS REQUIREDC 9LCK WALL EXISTING 4 May gPA>�flQl Bi i/Y S.M TO CLASS(SEE ® 16SCH - .C.9-w 70 CLASS(SEE Mai sFrAttvIDF1 • a ------ -___-=- It FOR BADE® CONI 1/2-MIN. ON SIM ON OR®L1R�OR ON rHfET 19 FOR ANCHOR 0 _ 11 FOR BIAOE®AAA _._- --- OR@(q0R(g CONCRETE r�wFsmrr L7) ® ® 4 -- - - oR 1� ANCHOR o � RADES O O.C. 1 2'MN. 4 -1 MIN, tx�M 2^ IN _—_—_ 2^MIN. EO _ _—_ ♦SEE LTM11i1flON$OF USE l7AR 6 �V"R 1�QR �I�� ' y 5 BLADE®ON SHEET 19 ®OR©ORgOR(0OR g �L�-�!� 1 OR Q� PLAN DETAIL X oR Qty ®a©•O«®°�'®� END I SIAL ON POURED EE CONCRETE AL « «6• a b L—ATIO_.,, CONCRETE BLOCK WALL I '�®«�•�®•�" REOUMEO t0•®«Q •®°'©'�« ©•�•®m©•U•d�« (11 HV BLADE OR 141 HV WINDOW BLADE INTO O U �®O•®� ®•d�«® � •® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(g) END CONNECTION DETAIL® « FLORIDA BUNG GdQE Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. '`�P�� �GENN �9��'. B RTt A H ,M Accordion Shutter System ,Q■S■ ,A, Amettcan Shutter S KY.ELALB#1 W/OR W/O H.V.WMW 11AX TILLIT TESTING 3 ENGINEERING COMPANY yskms DTSCR"ON DATE DRAWN BY. ML STATE OF :•¢ SM tip.35K St_St..^vet M&%IV .T•>.M1 331 Association, Inc. 1 OLD 11-192 4/13/15 DAM 4/1.3/15 Phono:(306)871-TO30.ro :(305)871-1531 4268 Westroods Drive z ��,e� a-moa Ufteoo0o0=M West Palm Beach, FL 33407 3 DRAWING No s •.......• �a ®-DD967,9 15-085 ` JS�IONAL�,�?1���� WALTER A nwr as P.e Q.E. `JCN(.' FLORIDA Uc.:B"IV D SHEET j 1A1lJRE/DATE D 10 or ZQ SciiED_LF#I SCHEDULE fZ SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+'OR "L-' MAXIMUM SHUTTER SPAN* "L+ XIMUM SHUTTER.SPM*"L+" rNsra3andN suo ' 00. FOR INSTALLATIONS W/ OR 'L (ft.) FOR R "L-" (ft.) 1NSTALLATCONS (p' &' or or INSTALLATIONS WJ CONCRETE do W/ ONE H.V. LOCK or' or or �� WOOD (1}Lt:MAkIMUM ALLOWABLE SPAN FOR A GIVEN ® 'dX W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK ®W/ NO LACKING RODS or ONE FIV LOCK or•t` Or® L-:MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV T" WJ NO LOCKING RODS OR WJ NO LOCKING WALLA 6, C. D, E M. N. d, P. 0, A.S D.DESIGN PRESSURE RATING.' LOCK W @ ® ODS MOUNTING F. K'&L R. S. do V. /TWO LOCKING RODS 40 TOP & (SEE NOTES t,tt) (VALID FOR MOUNLINGlint BOTTOM SEE NOTES SHEET 7) FLOOR CEILING WA PROCEDURE ( DETERMINE•A OR FLO SPAIN FOR CONCRETE&W000 FLOOR/CEILING H. 1. ii, J T, U. W de X WALL MOUNTINGS (TOP/BOTTOM) OR BOOR/CEILING: CONCRETE&WOOD INSTALLATIONS u� NA ULN CONCRETE MOUNTING & M 0.s.D.013w. �I.s.D_Dam A.S.D.DESCU INSTALLATIONS CIVET?A POSITIVE A.SL). DESIGN PRESSURE RATING, FRF WNL MOUNTING FLOOR/COLING vllrsslwe WALL MOUNTING FRf35in DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. PARAMC & FAIM n.00RJCDUNG MOUNTING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, I.3 ) Fl.00R/000NG MOUNTING tD.�.l•) OR ROGR Au.IaowtRNc DETERMINE MAXIMUM SPAN 'L-'FROM SCHEUL DE, L? N L-(t!) L+ (N L-N Lf MI I L-(R) L+ N - -L-04 � MAOMUM SHUTTER SPAN lff�'OR 'L-'FOR JO OR 15'-0" 16'-0' 76'=0' TG-0' 30 f6'-0' 15'-0' 30 16'-0' t6'-0' INSTALLATIONS INTO WOOD SHAU,BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 705 psf.A.".DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEQd•L+-ANO 'L-`. 35 14'-t0' 14'-10' T5'-2' 16'-0' 35 14'-10' li=10" 35 f5'-2' -T5'-to- 40 13'-10" 13'-10' 14'-2• 15-2" 40 13'-1o' 1}'-1D` 40 14'-2" 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" ta'-3 -45 13'-1- 13"-1' 45 13'-4' 14'-3' 1' W CORNER CENTERMATE#3 HAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' I2'-5- 12'-8' T3'-7' 50 12'-5' 12'-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING'SPECIFICATIONS TV FL00R/CEIUNC MAUN INGS: 55 '-1' 12'-11' S '-10' 55 1V-1- il'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION (12 FOR A CNFN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7" -4' 60 11"-4' 11'-4- 60 10'-2' 10'-11' NOTE S5,SHEET S. RATING: 65 - - It'-11` 65 9'-5' t0'-1' DETERMINE: _ Ltt=MAX.SPAN FOR WAll MOUNTING INSTA7IATIONS. 70 1p'-8" 10'-6- 10--9' 11'-5- 70 10'-6' TO'-6' 70 8'-9' g-a 12+= MAX.SPAN FOR FLOOR/CEJUNIG MOUNTING 75 I0'-1' TO'-1' 10'-4• 11'-1' 75 10'-1' t0'-t' 75 - 8`-9' f'f F7XOP7 StTAT MlWMUM SHUITTR SAN 1+'0R INSTALLATIONS. 80 W-10' 9'-10' IW-O' IV-9- 80 9'-10' 9'-10' 'L-'AND MAXIMUM A.S.D.DING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6` 9'-6- 9'-9" 10•-5' 85 W-6' 9•-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 W-3' W-3' 94ALL 13E UMfim AS FOLLMa DETERMINE: 95 W-0' 8'-9' 9'-2" W-10• 95 9'-0- 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L/_= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 6'-9' 8'-4' 9'-0- 9'-7' 100 g•_g• g'-4" LIMITED TO +64.-72 p.s.t. AND 8'-0" SPAN. SEE L2- MAX.SPAN FOR FLAOI/CE[UNG MOUNTING 105 W-7- r-11" W-9" 9'-4' 105 W-7' 7'-11' MOUNTING M�ON SHEET 7. {INSTALLATIONS. 110 8'-4' 7'-7' 8'-7" 9'-2` 110 8'-4' 7r-7` FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2- r-3- W-4- 8'-11• 115 8'-2' r-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEEN ''+''L2+', -LT-'AND 12 120 8'-0- W-11, 8'-2- 8'-9- 120 W-O' W-11• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10- 6'-8` 8`-9- W-5` 125 r-t0' 6'-6' ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-8- 6--5' 7'-10' 8'-1' 130 r-81 6'-5• PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7- W-2' r-9` r-9' 135 r-7' W-2- WIND ZONE MINIMUM Sp No 140 r_5' W-11- 7'-7- 7--6- 140 7'-5" W-11- ASTM E-1996 SEPARATION 145 r-31 5'-9' T-5' 7'-3" 145 7'-3- 5'-9' TO GLASS 150 7'-2' 5'-7- 7'-4- 7'-D- 150 7'-z' 5'-7- 155 r-0- 5'-S' 7*-2' 6'-9- 155 7'-0' 5'-5. 1 THRU 3 160 W-11- 5'-2' 7*-1- 6•-r 160 6'-11- 5'-2- 1 y 165 W-10- 5'-1' 7'-0' 6'-4` 165 6'-10' 5'-1' 170 W-9- 4'-I1' W-11- 6'-2' t7O. 6'-9' C-111- 175 LW-3" 4'-9' C-9' B'-0'. 175 6'-7' 4•-9- 1 ' i H Y B LA D E 180 4'-8" 6'-8' 5'-10' t80 6'-6' 4'-8' `/ ._....._ 5 ..............-- 185 4'-6- B'-T .i-8' _ 185 6'-5` 4'-6` 190 4'-5' 6'-6- 5'-6- 190 W-4' 4'-5' 195 4'-3' W-5' S-5' 195 6'-3' 4'-3'200 4-2' 6-4' 5-3 200 6'-2- 4'-2- 4'-1• 6•-3- V-1- 205 s'-1• a'-r FLORIDA BUILDING CODE Hon High Velocity_Hurricane Zone L1LtN141MNMMf77 0 2015 EASTERN METAL SUPPLY,INC, ��•�`'Y�tc�A:Tit[rj'�. BERTHA H TM IL E C �N�. A►■' ..5■ . Accordion.Shutter System i AH.Y.RAM#1 W/OR W/O H.V.WNDOIN RA)E TILIfT TESTING & ENGINEERING COMPANY AEne�ican Shatter Systems 4rv.w DEKWTMK DATE DRAWN BY.•MW LG. Assoclation. Inc. t0 LO 11492 4/13/15 DAZE 4/13/15 utas MW.35T1.St.Sit.MS.VROOM G4RDEftSi nOWA 331 • PhaIA:(3D0)071-1530,Far:(305)071-1531 4268 Westroods Drive 2 DRAWING No 0��cOR1aQ:G�kr` � west Palm Beach, FL 33447 i 15-085 � E/DATE °A Ue 9 44167 5 SHEET s OF 20 ..:.t.. .. :.r,,}:' '1•: .4► ►: 4114. ,.:.. .l.1114: . ►x, .: . .:II! ':a,.•• 8 is 1. • 1 : J ;�-:.►.► ..► .I1. ��•r �,.: . 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[LlQQL�OOCiO D T MAMMUM ANCHOR4 SPACING (1G,) SCHEDULE FOR A .NEN MAX, SHV= SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MMMU40S 1;R d H ON SHEETS 6 d 1) 1:.ANCHORS TO SUBSTRATE SMALL-BE AS FOLLOWS:. Pdl4✓£L 810fyC POt}RFD OONCREIE (A) TO EXISTING PWIRED,,CONCRM-(Mtn.f c-3 I®n wam @WALL SiLL MOUNTING ©CEILING MOUNi1NG HO.FLOOR MOUNTING - 1/4'8 TAPCON OR 7APmH WITH AWANom THREADFoRm TECMOLAGY ANCHORS.AS W NuFACTURED BY A.T.W.BUILDEX(WA.re o 3 1-1) Sw SP _-A - 1/4•r x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISIRIBUtm BY ALL POINTS SCREW.BOLT d SPECNL7Y•COMPANY.(HLA.re-3 Imh (A) amw Town Tttt K mm mm MWK I MESS L fAittH 11FSti1 NOAM F ROM TAPCON� - f/4'►-BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,Dom.�n r0-2 k0,j 30 40 W 75 90 120 160 208 30 40 60 75 00 120 160 205 30 40 -60 75 90 120 160 2M - 11/4•0 TAPPER+ANCHORS AS-MOWACMED Bf'POWERS FASTENERS,RNC-.AND DISTRIBUTED BY ALL FONTS SCREW.SUIT d SPECIALTY 4 1 O a e 6 14 12 1 9 6 a 14 11 10 9 8 8 6 6 TAPCON WITH ADVANCED COMPANY'OR-ANI.OTHER APPRMW LICENSE.OR.AUTHOR2E VENDOR REOTSIMED WITH THE AItUMN SHUrTM SYSMM ASSOCIATION,INC 71"RFr1DfORM TECHNOLOGY rc=3 R LM 14 2 f0 8 8 8 8 6 14 12 10 9 a 6 6 -6 -14- 12 70 9 8 8 6 d ALL.PUNTS SOLID-SET 14 12 f0 9` a a b s 14 12 t0 9 a le B 0 14 12 70 9 8 8 6 5 n,0 14 12 1D 8 8 TM 8 6 7 14 12 10 9 8 a 5 8 14 12 f0 9 a 8 8 6 BLUE TAP'W/GAP 14 72 fD 9 e 7 55 35 14 12 70 0 a e 0 s 14 12 10 0 a O e 5 TAPPER+ AEM t)WNIMUM BEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON_WITH.ADVAKCED THRFADFORE!TECRTIOLOCY ANCHORS AND TAi'4'ER+ 4•-D• 14 12 /0 9. a e $ 6 U 12 10 @ a e 8 8 14 /2 10 9 B a 6 5S ANCHORS IS*1 3/4•.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 0 6 6 4 14 12 10 9 `a a $ 4.5 a 12 10 9 B 8 4 35 A2)MINIMUM EMBEDUOU OF 1/4.0 x 3/4•ALL.POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMB WEM 14 12 10 9 a 6 6 45 14 12 ,0 8 8 0 8 5.5 t4 12 10 8 0 a 8 45 INTO STUCCO SHALT.BE PERMITTED:7/409-20 SS.MACHINE scnv USED SHN.L 8E 7 1/Z•LONG M]Nuum SHPULO STUCCO.emr.AND 14 /2 /0 8 75 ss 35 14 112 10 9 8 0 6 5 14 112 10 9 B 7 55 4 •5tE ATKMS OP its FOa 1-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 70 9 8 8 8 0 14 12 10 '9 8 8 6 55 14 12 10 .9 14 12 1101 @ 1ef 7 4 - 14 12 10 9 8 95 8 3.5 74 12 10 -8 $5 5 3.5 3 A3)IN CASE THAT PRECAST STONE,.PRECOCT CONCRETE PONDS,PAVERS OR ANY VENEER BE FOUNT}ON THE 005RNG WALL OR FLOOR. 74 t2 10 9 8 75 45 - f4 12 .4 10 e a s 6 5 14 12 l0 9 B e 4S ANCHORS SHALL BE LONG ENOUGH TO REACH THE.WINSTRUCTURE BIEHNOSAID WALL FINISHES.ANCHORAGE SHALL BE AS'INOMCAIM ON 14. 12 1 95 17.5 18.5 144 - - 14 12 10 e a 75 55 4 14 12 jai 9 5 5. 45 35 NOTES A13 d A2)ABOVE.FOR INSTALLATIONS ON-MM SIDING OR.DHS WITH OR WITHOUT METAL SIM CONSULT THIS MNEHR.FOR 6•-0- 14 12 10 8 a a 6 - 14 12 10 9 8 a 0 a 14 12 10 9 8 65 •s 3-1 INSIALLA INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7-5 SLS J. 14 12 to 8.5 7 55 4 3 14 12 8 OS 55 4 3 14 /2 10 8 8 8 Y{ 12 70 8 8 BS 5 .75 14 12 10 8.5 a 5 4 (8) TD EXISRNG CONCRETE BLOCK:(ASTM C-90) T4- SZ B 85 55 3 - - t4 12 110 9 0 85 45 35 14 12 t0 0 7 5 3.5 3 - 1/4'P TAPCON OR TAPCON WITH ATNANcED THREADFORM TECWOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.E;=Ex 7.-O. 14 12 10 9 D 6 - - 14 12 10 9 6 7 5 4 14 12 t0 9 75 55 4 J - 1/4'0 x-3/4'ALL POINTS SOLI}-SET ANCHORS,AS DISTRIBUTE BY ALL POINTS SCREW,DOLT d SPECIALTY COMPANY. 14 t2 10 B 6S 4 - - 14 12 9 7S 8 45 JS - 14 105 7 55 45 35 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 14 12 10 a5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 75 &S - - 1/470 TAPPER+ANCHORS AS W44VFACROZED BY POWERS FASTENERS,INC.,AND(M5TFwTED BY ALL POINTS SCRLw.BOLT SPECIALTY t4 11 7 55 45 - - 14 12 10 9 SSS 4 - 14 12 7 8 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUMOR2ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 6._O. 14 71 70 9 8 8.5 - - 14 12 10. 9 8 6 4 - 14 t V 10 8 65 5 35 - NOSES, 14 112 1&51 7 1&51 3 - - 14 12 B 6.6 55 4 3 IL5 @.5 5 4 3 - - B.1)MINIMUM EMBEDMENT DITO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CN'ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 14 72 Job 17.51 8 1- - - 14 1295 8 05 a - - 14 12 8 6 5.5 4 - - WITH ADVAN#D THREADFORM TECHNOLOGY ANCHORS IS 1'. 73 9S 61115 35 - 14 12 10 5 65 5 14 12 8 65 5 4 14 12 1019 a - - - U 12 10 9 75 45 - - 14 12 85 7 55 4 w-0. 14 ITS 7_516 4 - - - T4 11 7 55 5' 35 - - 11 6 55 45 35 - - - �)MINIMUM FLAIT TO STUCCO OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS S IALLCRIE ENTIRELY ELE 1 1/ IMO THE CONCRETE SH BLOCK NO EaISr.AND f' StLUM F RSVAILWA 8E PTH NO S 1/4'0-20 S.S.MACHINE sCfdW USED sE1Al1�t 1/2'IDNc MIPitMUM SHOULD STUCCO , EL 8 BS 4S - - - 14 12 BS 7 65 4 - 14 105 7 53 6 45 - - FJ(.,A'T,AND 1'MINIMUM FDR WALLS WITH NO STUCCO. 15 85 55 4 - 14 12 8 1 7 8 43 - - N 11 55 48 35 - 10,_W 14 12 t0 9 75 - - - 14 12 10 8"85 5 - - 14 1 8 5 4 - 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS PAVERS OR ANY VENEER BE FOUND ON THE EXIST No WALL OR FLOOR, 14 tO5 7 5 Al - - - 13 9.5 65 5 4 3 - - 10 75 4 3 - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINSHES,ANCHORAGE SHALL BE AS INDICATE ON 14 It 75 55 - - - - 14 115 9 6 5 4 - - 25 95 8 5 4 4 - - NOTES ELI)d B2)ABOVE-FOR INSTALLATIONS ON VINYL SHDDNG OR eFS WITH OR WITHOUT ANAL STUDS CONSULT THIS ENC TUML OS 8 5 - 14 12 8 d5 55 4 - 13 10 65 5 1 4 13 1 FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 11.-0. 14 12 10 - - - - - 14 12 9 7 6 45 - - 74 105 7 55 45 35 - - 25 95s - - 12 9 9 45 4 4 3 - - 9 7 4.5 3S 3 - ORS(C) ANCHSHALL-BE INSTALLED FOLLOWING ALL OF THE RFLOMMENOATIONS AND SPECIFICATIONS OF TIE ANCIQR•S VANIkAC1URER. 14 10 7 - - - - - 14 1O10.57 K5 45 - - - 15 85 55 4S 75 - 95 7 45 - - - - - 14 15 75 6 5 - - 12 9 6 45 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REIADONSIaP FDR ANCHORS, t2'-O' tb f2 t0 - - - - 14 12 8 65 5'S - - =- f�To 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 15 a5 45 - - - - 11 8 55 35 - - 8 5 4 3 - - - - VAMMUM ANCHOR SPACINGS ARE VAIM FOR EDGE DISTANCES INDICATED BRANCHOR SPACING FOR L D.LESS THAN TIE INOTATED.REDUCE ANSPARING 3S 95 0 _ _ _ _ _ 13 95 65 5 4 - - OS 0 5 { LY/MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTOiS. 14 105 7 55 4S - - 11 85 55 45.35 - - - REDUCED SPACING.OBTAINED U50L0 FACTOR SHALL NOT 0E LESS THAN MWRNM SPACING LNDIUTED FOR FACfI AHfJ10R TYPE 73•-D• 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 9 4:5 4 - - - FACTOR 05 8 - - - - - t0 7.5 5 4 3 - - 75 55 4 3 - - - ACTUAL. - - 25 65 - - - - - APPER+ 12 9 6 45 4 - - - N.SPACING 95. 7 s 4 _ _ _ _ EDGE TAPCON F'�ORrAPCDN wM ALL POINT SOLID SET BLUE TAP W/CAP tADVANCED 1 8- 6 - - - - - 13 95 BS 5 - - - - OS 73 5 < - - - - BLD OICTaNCE 74'-0' ib 12 - - - - - - t4 705 7 55 - - - 11 9.5 55 45 MIN.SPACING-3' MDL SPACING-3' IN.SPACING-3 1/2' MIN.SPACING =3' 3 3/C 4- W-13" 7S _ _ - _ _ 9 7 4.5 SS _ _ _ 7 5 35 3 - _ _ _ HV LAD RFD CONCRETE d MjM wuIETE fONOWE BIDOC POURED CONCRETE d FOURTH CONCRETE m PD,W aWRETE a0=ETE H w 15 8 - - - - 11 s 5.5 a5 - - - - 9 85.43 - - - - - V WINDOW Ca` 7F�E QW3.00K ►a1 Fb•3 1/C ASL Fl1..z 1/I CONAINlCRM F 30LOdi �I)r IN .� UK F4.-3 1/Y EDL-2 I1r NCFETIE 75 - - - - - - 12 9 e - - - - 95 7 45 - - - - 3' 1.0 0.90 1.0 0.78 7.0 0.64 1.0 15•-0. 14 - - - - - - - 3,5 10 6.5 - - - - os E, 5 = - - - - BLADE WORKING Z z _ D t l o - os7 t.o 9 - - - - - - BS 05 i - - - - - a.5 S -5--.:7 _ _ _ IN_ UNI$QN ♦ a 5 - a5 6 4 a• 0.71 051 7 - - - - - 15 85 55 - - - 9 65 4.5 - - - - - 1 3/4• - 0.81 - - - 0.43 - 16•-0. 14 - - - - - - - 75 9.51 0 - - - - 10 7s s - - - - TI - - 8 8 4 6 4S 3 '- - - - - a 4 - = - - FLORIDA BUILDING CODE Non High Velocity Numicone Zone 0 2015 EASTERN METAL SUPPLY,INC. ``•tF.�, 0000.. rJ iii BERTHA H TM A�S �A� Accordion Shutter System 1 L E c a LNC. H.V.WX#1 w/OR W/O KV.VAKM RADE TiLUT TESTING do ENGINEERING COMPANY American Shutter Systems OESCRtPTION DANE DRAWN BY. RL STATE OF z am N,W.Me,SL,Ste_305.V2MI fA GM0Ot9.ILOMM 331 Assoctotion. 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FAaN SECT1011 ON SHEETS 10&17. SPRUCE PO4E FIR NORTH W/0•.0.43(NA.S.) D(CFPTG1k.SEE NATE 2 SELO'11 -SPRUCE PINE FIR SOUTH W/0-0.36(".S.) 2.MCHORS TO HOLLOW CERW SHALL BE AS PER MMIN141G TYPE U.SHEET 17 AM 9HNL CONSW OF -MW.1/2'COI(PLYWOOD(1985 APA) VG SCREWS AS PER NOS 2012 SIMMMA7fONS. 4.ANCHORS'SiNML BE ILSfAL1E0 FOU.OWRIG ALL OF THE FMCOfOIENDAT ONS AND SPE'C[nCATIONS OF THE ANCHOR'S MANUFACTURER. ' R.ORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EAVERN METAL SUPPLY.INC. A H� gT11111NNNrAccordion Shutter system ICENE7�c767_,N�. A.S.S.A., V.Accordion W/OR w/o H.v.wtwaw aADE �5�� 'IG •, TILUT TESTING do ENGINEERING COMPANY American Shutter Systems ��,T, ,,, e,; ALL t1, 44161 &V3 NX 3W,St.Ste.MS.V GM GMDM FIOWA 331 Association; Inc. , 011) 11-192 4 t3 15 DATE 4/13/15 Phma:(305)871-1530.Farvot:(305 71-1531 4268 Westrocds Drive 2 DRAWING No * = mlacoocom West Palm Beach. FL 33407 3 * :x E8 e9a6719 15-095 STAB 44:' r WALTER A.7Tua a,P.E. 4 ftFA FLOR>oA Ua 0,44107 a SHEET H 5 O INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & a HV:♦ BLADES AS APPLICABLE MAX. SHUT–TER + — FOR INTO Q W WITH HV BLADE ONLY SHALL WALL""IS" BE LIMITE Q TO 1010 DESIGN SEE §HEET 19 EORSP - -. 1l4.0 TAPCON NOT DESIGN -SSU 0 E - & 0 IN UNISON APCON wNTH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON-OR W/ 1 1/2'Mtn.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF TFA NRFADAREA W W/1 1/2'L6q. PENETRATION OF THREADED A(TEt"TO EXtsTirNG S EXISTING WOOD,HEADER. 1W .e WOOD HEADER.(SEE SSCR DLU•ON SHEET IS) I Tp�(g DR _ 1/4.0-2N3/4'SS.MACHINE E-ON 9EEr �� N � R� SCREVfS W/ t/4'-20 NUTS �--�Fg�i9 Fiat v 0 12^O.C. N107— •.,'. I'Min.. NO 1 E#ADES(D ^•,• Q GLASS—I \ 71 •' I t OR t 'a3 11 FINISH i M• I-._J �2-..- � N MIN. . FIOSH aR�000 HEADER REQUIRED --OOR(9* I 2•�41'1Wf10D r:<` \ t 1 Oro HEADER REQUIRED '0 TAPCON OR TAPCON WITH ADVANCED EXISTING I MIN.sayf4im I ( I t THREADFORM TECHNOLOGY W/1 1/2' GLASS--I TO GLASS(SEE I I MK PENETRATION OF THREADED ARU TO I SCHEDULE ON SHFETMIN-SEPARATION TO GLASS EXISTING WOOD HEADER. 11 FOR��A`A E7QSTA4G (SEE SCHEDULE ON SHEET 11 (SEE SCHMII E ON SHEET 15) ON EN SHEOES�B FO GIhSS- 1 2'x4'CONT.SILL PLATE RE", &HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION MO HV WALL HEADER INSTALLATION I - COSTING - I ,MIN.SEPARATION TO GLASS SEPARATION TO CLASS � L_..� fXASS--I T EM STING WSEE SCHEDULE ON SHEET 1T) , ' 1 UI�O �(sFE SHEET n) X t 27x4CONF-J M ' AN. HON TO GLASS 1 ii GLASS A WOOD PLATE (SEE scltr 1 � 1 2 �� _ I 1/4'0-200/4`S.S. i E REO.O. '1 -,;,':,j;.�.�• 1/4'0-20x3/4'SS. MACH#NE SCREWS i ,I T I �• MACHINE SCREWS W/ I I ; USING 1/4'-20 NUTS I I � \ . i/4' 1 0 12.O.C. ,,, -20 FINISH I I .: O. WALL C. I '•rte ti �- 1 }�• -@ ORO 2-.4-CONT I) t OR WOOD.PLATE �• l�l1t _ I. Mm. I } REO'D. ;.p * 1'Mtn. i Aro (/),, ;: \ 1/4-0 TAPCON OR TAPCON WITH ADVANCED �\'.� _ TKREADFORM TECHNOLOGY W/1 1/2' 2'x4"COM. Mir, PENETRATION Or THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED ''' 1/4'0 TAPCON OR Na7F" REO;D. EXISTING WOOD HEADER.THREADFORM TECHNOLOGY W/ 1/2' ti 'Min.PENETRATION OF THREADED AREA IMO PLYWOOD \\ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (�SCHEDULE ON SHEE1 75) (SEE SCHEDULE ON SHEET 13) DtISnNG LIN•2k4- 1/2 MIN.Cf)7ij THREADFORM TECHNOLOGY SHU TM ASSEMDU'. WALL FlNt94 •. STUDS 0 76'O.C.MAX PLYW00p REO'D. W/ 1/2'Nin.PENETRATION OF 2-•MOi1FLTINC SECTIONS CAN BE V. 1/2'MIN.COX PLYWOOD REO•D. KqD_PLYW000 To BE WALL FlN 717RFADED AREA INTO PLYWOOD SUrT ANY INSTALLATION.CO BINED IN ANY WAY TO ®!•V WALL SILL INSTALLATION VDISTING MIN.2'x4'STUDS 0 16'O.C.MAX.fffQb. ATTACHED TO STUDS M (S£E SLTiEOULE-ON SHEET iS) PLYWOOD TO SE ATTACHED TO STUDS LN ACCORDANCE ACCORRMCE WTTtI WITH SECTION 2308 OF THE F00. SECTION 2308.Or TETE ®)IV WALL SILL INSTALLATION ♦5th AnONS OF ©HV WALL SILL INSTALLATION Fec n.1�oN '� FLORIDA BUILDING GIDE Non High Velocity Hurricane Zone \\\\\i11H1f1111T/AT/T/AA ®2015 EASTERN METH.SUPPLY,INC. BERTHA H-VTM s'• ' 1 L E C 9 N A A Accordion Shutter System ■ ■ ■ ■ KV,RAE yet W1 OR W/O HV WINOW ME "' TILL17 TESTING & ENGINEERING CPMPANYeTlCOn Shutter Systems oEsat,vRoa BANDwWN BY: ML �•: * G 0335 H.W.30th.St,Stn.3m,VR2 M CAROM TLORDA 331 Aa3ootaticn4 Inc. , OLD 11-192 4 13/i5 DATE: 4/13/#5 Pnat4;(303)671-1530.Fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No gyp �t P t�tt'`r ii- 071.9—+ West Palm Bench, Fl. 33407 3 15-085 ��'�<`�•._ (JRVO•;���`\b WAITER A T"M&I P.E. 4 EEa0 NA ., DAZE FLORIDA L.C./44167 5 SHEET 0 16 OF 20 N1 INSTALLATION DETAILS ON EXISTING, WOOD BUILDINGS FOR .1 HV & HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH Hy BM I 'ONLY WALL FINISH SHALL 0 5 PRESSURE R91 G. SEE SHEET O R MAX SPAN & DESIGN_ LOAD FOR INSTALLATION WITH BLADE 1 & ' _ WORKING IN UNISON 1/4 0 TA'CON OR v FA TAPt77N WITH ADVMICED 4'x6'(Min.)E%ISTING - THRFADFORM TECHNOLOGY STRUCTURAL IU A L ADSOURECUIRED. EDGE(IF APPLICABLE) 4. W/1 1/2'MIO.PENETRATION .STRUCTURAL ADEQV K OF THREADED AREA TO 1/s S.S. of Bye y� . t' PNIWPS TRUSS HEAD To BE Cf]TT1E1E0 BY (SEE SC WORD HEADER. E)<ISLOIC W000 f- (SFE Sf.TIEp1AE ON SI6}T I5) Mln. MACHINE SCREWS REG ai^TERED ENGItFEER OR - TRUSSES.OR W/ 1/4'-20'NUNS ARCHITECT PRIOR TO RAPIER O 24' 19 O 12'O.C. SHUTTER INSTALLATION. 1/2' -t/2' RNF REQUIRED @m 1 1/4'0 TAPCON OR - E?750NG SOFnr TAPCON WITH ADVANCED ,257' T14READFORM TECHNOLOGY'. it 3/4'Ma TM, 4 I i Max. w/1 1/2'Mxa.PExEFF:nT1ON sax3/4' t'xo.1/e coi+F ALUM )ueE OF THREAD®AREA TQMHEADMDaSTING WOW ,S (5063 76 ALLOY)W/ !'WL (SEE SCHEDULE ON SHEET 15) Of Q Of©O 6.O.C. i 1 Of©Or ((J ( H 16RAEIER OR TRUSS.`0 LAO SCREWS TO LOCATE EAG SCREWS AT i M0'Q1OTH OF DOSTING WOOD EXISTING MIN 2'0' ) � I MEMBER.(2'Min.NOMINAL E%ISTDiG HEADER REO'D OPEN HOLE AT EACH WIDTH)W/2'Mm. CtA55 MIN.SEPARATION TO CLASS I ( (SEE SCHEDULE ON SHEET 11) EXISTING STUD Ta ACCEPT u PENELRKDON OF THREADED 5/16 0 LAO SCREW j�fE,''f'�f �S HLFA VALID FOR CLASS—'; AT CENTER OF TUi3r UA 2 INSTALLATIONS WITH 72psT i tai I fURjljl MAX ASD, DESIGN LOAD AND E)11STING SM SEi'AMM 9'-0•MAX SPAN,THIS QS HV WALL HEADER INSTALLATION It IM m� TU am Q, I INSTALLATION wj MONEY EA1°aD I RC a 9FEf Isla LnR 1)OR� -1 y�1a GRAVITY OF Oso AS DOUGLAS fm I-SEE ltAaE.S CD CH I oma® • FIR OR SOUTHERN PINE Na 2 I-SEE SHEET 4 FOR 7TCAN STAINER AS4D781.r 1 OR® OR EOwu. 2- D Yw UT CEILING INSTALLATION M Avtr WAY TO suer ANY D15TALAIXHV. (P)HV G INSTAELATION 'aTO GAM '(SM COR SEPARATION TO CLASS 11 M"� I SEPAMCLASS ISCHEDULE ON SHEET 11 ERI TIS I aNSW 1a TAR (SEE SCHEDULE�CLASS1 ON SLEET 11) I 1 I II ( I AOR I Ii 8 I I 1 WAW i LOCATION 3/8 E�asnNc I 1 Fl "1 1/a• O I p1Oxa/4'HEX 11 1 2'x6 Mw.WOOD 7 Max. 6 s/a 1aN. WASHER NERD TEK I DECK REQUSREI 2'xMIN.WOOD seREws o 12'oc (No FINISHRE \lDID DECK REQUIRED(NO r--" — ALLOWED) FINISH ALLOWED) EDCE.OF DECK 19 EDGE OF DEfaC DECK IFJ--- IF APPLICABLE APPLICABLE y� IF APPLICABLE ------"�'�- 1. 1/4'0-20x3/4'S.S. I✓---�'J �' Y1//4'0 TAPCON OR MITT. PHIWPS TRUSS HEAD 2`_MIN;--•-. ~� 2Y4'CONT. YAPCON WITH ADVANCED MACHINE SCREWS - 1/4'0 TAPCON OR TAPCO14 WITH ADVANCED MIN. SILL TPRFADFORM TECHNOLOGY W/t/4'-20 NUTS ^y -�- THREADFORM TECHNOLOGY WJ 1 1/2•Min. W/1 1/2'Mm.PENETRATION O 12'O.C. 1/4-0 TAPCON OR TAPCON wihL ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED REQ•D. OF THREADED AREA TO TECHNOLOGY W/1 1/2'MIA.PENEMKITON OF THREADED AREA TO E)DSnNG wow NETHER.(SEE DOSTING.WOOD HEADER.. AM TO E)OSTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHMLE.ON SHEET 15) ♦SEE LSM A1bNs of USE roa (2)HV WALK—OVER INSTALLATION UV HV WALL SILL INSTALLATION 8... 19 HV FLOOR IN STA TIt3N FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone ```,a•A1,'�jER A. r/j � C4'2015 E*MMN METAL SUPPLY.INC. �? .rJU � BERTHA HVTm IL E C O ■�. A■S■S■A■ Accordion Shutter System KV.RADE#1 W/OR W/b KV. MDOW BLADE AmeHcan Shutter Systema DEWMMN DATE DRAWN By; ALL iFLLIT TESTING& ENGINEERING COMPANY SLAssoclation. Inc. I OLD 11-192 4 1J/i5 WiE• 4/13/15 �` amL N,W.aero, ..Sts sal.V1{r+xmtxs,rLmla s7/ rnone:(305)871-1330.Fe::(sD5)6n-Is3t 4268 WOstroads OriVa 2 DRAWING No �ih`s5'/ G�����•� e-=R: IT 9 + West Po)m Beach, FL 33407 s 15-085 1W �x.,,,,,oi�at Ee�,,,,• WALTER A.TT Jr.P.E. a P.E. SEAL�SII�WAYNE/DATE FLORIDAUC.6 441®t 5 S 17 OF 2 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO VN4" MIN. 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T OLD 11-192 +/1J is DAM' 4/1a/js O'•, F �`�. Ph :t705W1-t570.Tttx:(V4871-1531 4268 Westroads 04ve 2 DRAWING No �Oi?IOA '.� West Palm Beach, FL 33407 a 111P'?.'Q0JU , `�. M-00087,0 4, t5-085 •• ..�..��� ` 4 WALTO A.TDAR,pr.P.E; '+`ARE/DATE ��+U./44187 5 SHEET e 18 OF 20 r,GENERA!_ UMIWONS AND COAIO'RONS OF USE FUR EM MA (9)MV RLADE ACCORDION MUDWja M WORKING IN A G a tN p (0 D (T p> I U p yNLSON WITH HV WINDOW�Ul[SE OAl y Y Y Y 1.MAX.ASO,OMON PRESSURE f XIM+110.- 110 W. . 2.MAX.SHUM SPAN:O6' 5:ALLOWED MOWMNM."k D.'O&H ON SHFEM%7.AS WELL As MOUNTINGS M.O.T.U&w OON-SHEETS 16&17� _ Mtl'maT BE DICLUDED'ONL AT D OR ACCESS C O NG OaaQa iv TYP.EA ENDr • r r r . 5.(N}lT✓WNDON B1ADE�S7NMl.ONLY A MAXIMUM OF 5OPf?tHGS (3'Y NHOLES)TVR®PER BLADE AT SPACINGS SHOWM ON SHEET 4. NAX.5 WINDOWS • r r (9)MRL C "IICE TOP OR BOTTOM EDGE OF w%WDA ADE Q WINDOW 8� ® OF ANY 3'O kO.FOR MSHALL BE 12'_ . . (C)F1RSf.OR L§ BLADE COMING OUT FROM STAFFERS AT ENDS.MAY BE.NY (D)Hv tnNDaY BLADE Q MUST BE USED ALTERNATE To A SODA HW DLADE 1Q THRaUcrHovr SHUTTERS vnDTH. qqq' a� a (qTES sawT.A ftYs BE INSTALLEDw Hr ADIACEar TO A So `� s.3x • a ELADE 1 AT FITHER 51�OF THEM. t q3 t� SEE ETD l (F)PNX.YCARBONA7E HV W1ND6W Cy SHALL BE ULSTAU:ED SO 7�j TABS FACE CONNECTION /\ , r r r a THE NTE760R OF THE OPENING OEM PROTECTED.HY WINDOW N+y MUST! DETAILS ON SHEETS 2 ONLY BNSTMLm AND LOCKED USING A HY SETRNG 700L BY ASSAY 10&to TYP. ;ffi t mm FULL HEIGHT. SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME E 1P 5 BUILDINGS ON SHEET 15,AS UMITEO BY SPAN AND DESIGN LOAD(SEE HOLES E s 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR OISEWAIIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SFEETS.12& 13 AS ttMRED BY SPAN AND DESIGN LOAD(SEE NOTES T &2 ABOVE) LE, . (SE� B.MINIMUM SEPARATION TO CLASS SCHEDUPER ASTM E-1996: D H T1P TOp IC'm REQUIREMENTS) W 0.@.04q) WAND ZONE MNMUM SEPHUDON TO GLASS UNIATIM W1D 1'am 3 1' ELEVATION MR.sWARADGrt TO GLASS E7OSTLNC CLA5S SCEOULri ON SHEET 71 TfR.ELAOEQ ON TF6 SHEET TOR EiAOFS Q& ------ ------1 ---------- -------------- - 5 t �\ AlTERNATE:OPP051N11 CENTERY�Z ftMM ONLY) TRP. \ 4 AND W.114 OR ' (SEE NOTE 4 ABOVE) 16 � `5 mle 0 P. w%2 OR SCENTERTMTES�,® \ `\ /� W/0 NOTE 4 ABOVE) 2�1 PLAN \� ? AND TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE C1A SHUTTER* N.T.S. FLORIDA BUILDING CODE Mon High Velocity Hurricane Zona AHMF �IrgAAAA' 0 2015 EASTM MQAL SUPPLY. INC. A■ ■�■�. BERTHA te TM IL E C O �N�. Accordion Shutter System KV,I ADE#1 W OR W/O Kv WN My RADS Shutter Systems r., oTsCR"" DATE DRAWN BY: ML TIWT TESTING & ENGINEERING COMPANY Association Inc. i OLD 11-192 4/13/15 DATE 4/13 15 O STATE pF x GMs N.W.36N:at.Su.303,tcAccwt avRNmNs MLORLA ut r / i (30)871-1530.raa:(3a5}B�t-1531 4268 Westroods DriYO z 01 a•, F<�RIUP ,��kr� Iwl:S1Raco0oaLaom West Palm Beach, FL 33407 s DRAWING No WALTER a TRW ua. r•P.E 6 SHEET O 8rJ P.E AA3tt1� /DATE FLORIDA H 44167 5 1 =- INSTALLATIONS W/ HV BLADE & HV CENTERMATES I �2ao°•Ma•r ,asi�l2a-�c'�a vuaEs. �L® Ffn. 2Y txmr . MH.0 GO CN Y.STE0. MINAL stuns Ar 16'O.C. 43b INTO METAL STUD WALLS ' 0610C. 0 4 J m•o0 -- — +/2" 75 - 31 ]f4"e NOMINAL GENERAL LIMITATIONS AND DITIONSOF USEALUMINUM SLEEVE t s k 6,/4x 0.03s'TrlTac We 43c 430 T2 o a. A B C 6063-T5 ALLOY ca r.atv.STM TRACY:4r1MFtE1 a 6•oc 0 e Q.c."rt SYSTEM INSTALLATION TO METAL FIJD WALLS ASTM A-6s3 40 Mm 3rD SEPARATION TO GLASS SCHEDULE 3•000• GNNAIFt2tD FA6mim TD shins !) I'' r i Malt. w�(2)/D 1/2'roc SCREWS ON i E ISnw;FW, g 1. MAX. A.S.D. DESIGN PRESSURE RATING:.+75. - 75 (psf) OR a Lx,raDR FACE ; e�°� `0 a 2. MAX. SHUTTER SPAN: 84" MINIMUM T- WIND ZONE SEPARATION ExIST1NG ctnss I MW.SEPARATION t ASTM E-1996 OLENGTH+ I' 3. ALLOWED MOUNTING: M©ON THIS SHEET. TO GLASS TO GLASS @0 1,/4"gA.-.20X3 BOLT 1 (SEE salFnuLE) ` 4. ONLY ENTER ATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE WITHARRANGED A METRICAL LAYOUT. 1 USE 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" t 3/4 x e t/4x o,us'rHKlc 1611n.I FxlS7R4G FlNtSHJ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373' CONG GALV,STEA TRA[7T =I,- Awu0. AS'APPUCAB 250' 050' ASTM Ms53 CRADE 40 . I, IFASTOW TO CENTERMATE ,o,_I__— I' s r (2�I116. SCREWSSOON tNiEPoDR A D aEMOR FACEI O 6'O.G. O 6'Q.C. _ 1/4"0-20 THREADS = dl o T`� ** BLADE SLACK DETAIL FLHF IS ALSO VALID FOR ® Lel"$ ELCO'COp$jIjUC¶OH CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD 1 1/2;0.aw race W z vdfets:' ASTM A-6N GRADE 40 .:1Z.;;,max,.•. ® 6• O.C. COMPONENTS W.c-sO GALY.IS-O 1' • •• t MS WALL HEADER/SILL INSTALLATION MEFAL STUDS ar ts'O.C. n. ::•, DDSRNG KNISH AS APPUCAEILE SCALE:3/a'a t (TTP.MP&somm) ---—.——— —— — — —— — -- ——-.———--—— .-- __-5 t 3/4x 6 1/4'11 0.035'THICK Mln. EXT5FING GLASS _ _ _ _ NT.GAW.g&IP"CHANNEL, ASTM A-fi53 GRADE 40 Min.C-63 ..•.:"t /'- , r .. .` .. 1.vANQEO FASTENED TO STUDS I'':" I: 1 `' I SYMMETRYCAL I �'� SYMMETRYCAL :;t : WE, (2)663/z'lac scrt£ws oN l i :433 4.36 43c =I I.. I MIN: SEkRA710Np:Y,AWES:. I ; 'I TFn1DR&FJOERtOR FACE I I CENTERMATES W/., ' CENTERMATES SCH W/' tSErz MULE) Ma> f I ;;'•,EXTERIOR ACCESS SIDE': j.:INTERIOR ACCESS SIDE ' :; ;.•."•el 4 IN ffi3 (s'Min.) IN 4 24 Y 1 21 21 21 t 21 Q LOCA D AT -- I - -- - HV HEA°ER/SIL ENDS VIEW Y ( ) 3 (61 Min.) 24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2'(Tm•> T` Y------ 6.1/2-MM.Stkk M 1WR BLADE SILM-DEIALUVE HVC FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone `1111111111,111111" 0 2015 EASTERN METAL SUPPLY,INC. �•```��ER A_Tt(C/'�'''' BERTHA HVTM Accordion.Shutter System KV.BLADE#1 W/OR W/O H.Y.WINDOW BLADE TIWT TESTING d: ENGINEERING COMPANY American Shutter Systems Mv.w DTSCIN 11014 DArc DRAWN 8T: ML sass N.W.38th.st_sin.30%111 MA WDOM F1OPMA 331& Association, Inc. t OLD 11-192 4 13/15 DAte 4/13/15 PheDo,:(305)871-1830.Fat:(365)871-1531 4268 Westroods Drive 2 DRAWING No '.�.t`' FCORIOP •'\G- 15-085 0-`aa:tMecoo°d-`°'n West Palm Beach, FL 33407 3 ........... ....... •: � ALOTM A-Lkjt44167E 4 P.E. 1F (i`tttN /DATE 6 SHEET OF 20