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HomeMy WebLinkAboutProduct Approval RECEIVED MAY 2 5 2017 fiOA tl.! BCIS Home,I Log In User Registration ;. Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links I Search i dbor Product Approval = USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bili 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 ID Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr..P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE D Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from:the Code .r Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (topand 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.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 Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S:A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. ------------ 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades reta]ra 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 Flo 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, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A..INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 'R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Nez[ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in.response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �tecY M, Credit Cad Safe GENERAL""NOTES: 1.BENNA N.V.ACCONTION SNUnER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.F`L)HAS BEEN'VERBRD FOR COMPLIANCE N ACCORDANCE MRI THE 2014(50 EDITION)OD THE FILRdDA BUILDING CODE.RBS.ACWROION SHUTTER SYSTEM SHALL NOT BE LNSIAl1ID AT HIGH VELOCITY HURRICANE zmm DESIGN WTOLOADS SWILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENIMED,CODE,FOR A 8490 WND'SPEED REQUIRED BY THE JURMICTON WHERE SHUTTER WLL TABLE OF CONTENTS DE THMA LID WRH A D1HECTONAMIY FACTOR M-0.65,USING ASCE•7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INNCAIED ON SHEDS 11 THRU 15,19 @ 20. IN OROETR TO VERITY THE ABOVE CONDITION.UIDWTE DMIGN WYID LDADIS DMUDAI IED PER Asa 7-10 SHALL a FEW REDUCED TO A.S.D.DESIGN PAID Laws AREA 1: HV BLADES CO k BY UULTO'LYNG TILER BY 0.6 IN ORDERED COMPARE THESE W/MAY'(ASD)DESIGN PRMSUTU DATINGS INDIGATm ON SMELTS 11 THRU 15,19'@ M. GENERAL NOIFS $MEET 1 W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TNS P.M.AS TESTED.WERE NOF OVER STRESSED,'A W S NCREIg W ALLOWABLE SPISS FOR MND LOADS WAS IDE USED IN MER 'SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER.A WND DURATION FACTOR CD-1.60 RYAS USED FOR VEIRDIGiKN OF FASTpIDS N WOOD. SYSTEM CaMPONws 21-57 SHEET 3 BRRMA N.V.ACCORDION'SNUTER SMIEWS ADM6M;FOR WDM)AND ARGE MISSILE IWACT LDAD'HAS BFLN YERSED N ACCORDANCE MTI BECEIGN I6ce.1.2 OF INE ARM MENTIONED coot AS PER TYPICAL SHUTTER ASSEMBLY 36-44 SNEET'4 ATL.RCPOR15: TYPICAL WINDOW lAAOE @ WNOOW'DETAL -HV BLADE()J0214.01-03.10715.01-GO.i104PI.01-05,n214.D1-o5:/G317.Mn 06,INi09.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND,TAS-2a3 PRDTGCOLS ANO ASIY E-1666 AREA :.HV.BIADF n AND.FIV.WINDOW B AE) .0 AND E-1996 STANDAR(MISME LEVEL D.WMD:WKM 1,2 @ 3)&112M-0-0 AS PET TAS z01,.zaT @ 203 PROTOCOLS LARGE MSSIM :(WHERE APPLICABLEI -HV WNLK7W BLADE 0 10505A1-oe AS PER ASTM E-18W AND E-1996(U LE LEVEL 0,WIND ZONES.1.2.3)BASK PROTCCNN ONLY AND 1x'0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUT D 0"ATION @ NOTES ON.LOCKS SHEET 5 . NSTALLATION:DErAL9 A-F,CONCRETE/9LOCK SIIO:T.6 2 W BADEOANG W WNDOW MADE 0 ARE 114W ERD TO WORK NUNISON WRITEACH MIR UMDER THE GENERA.LIMITATIONS AND CONDITIONSOf USE INDICATED ON'McEr 19 INSTALLATION DETAILS G-M,CONCRETE/BLDCK SHEET 7 3.BERTHA H.V.Aa0R0ION PNS(HV SCRIMS).USED AT GIAOKNUCKLE S KNUE AND FOR DIRECT MOUNT ODAfNEC110N TO TRACKS SHALL BE 114.2.75•AND 114 1.75'RESPECTIVELY.410-HT MAMMY SERIES CENIERMWTE MAILS IN SHEET 8 STMAMS SIE31.SCREWS WITH 135.0 W.TELI STRENGTH ANO 180.IN TENSNE STNENGTIL.PNS SNLL.BE COATED.14TH BMWA W a..COATING SYSTEM.AS MANUFACTURED BY APPRO CEFAFRUATE ALTERNATING DETAILS W SHEET 9 CUATINK APPLICATORS.REGISIEAED WRH AMEAIfAN SHUTiRR SYSTEMS ASSOCTAIKRL PINS MUST STAR!THE IN MVIONG ON THEIR(HEAD. 4.ALL AUIIAHUY EX7R151a6 SHALL BE AU NUM ASSOCIATION ALLOY AND 7EI1PER AS PLICATED CEN SHQTANS 2 AND 3.IJUM MD SIRFNGM FOR GO63-76 ALLY 6 30D IID AND 3 7 t FOR .END CONNECTION FOR 1-6.CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TA&LS SHEET 11 ANCHOR"SCHBKAE-CONCRETE @ BIOM SHEET 12 5.AI.SCREWS TO BE.WA LE55 STEEL 304 OR318ASI SERIES OR CORROSION RESISTANT COVED CARBON SIM AS PER DIN SOOle WIM 50 W FON.YIELD STRENGTH AND 90 W YIN.TENSILE STRENGM. ANCHOR SCHEDULE-CONCRETE @ BLOCK SHEET 13 AND SNP11 C011PLY w/FLORIDA BIRGNC CODE SECTION 241 13JA. ANCHOR SCHEDULE-CONCRETE h BLDCK SHEET 14 e.BOLTS TO BE ASM A-WIT GAVANRED SLED.OR ASI 3(P4 OR 316 SERIFS STAINLESS SLED.WIM 35 IW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.-SEE THE FOIIDWNG SHEETS NR ANCHOR SPanGTONS:IN BADE O:12.13.14:15 A81 20 INSTALLATION DETAILS Y-R,WOOD SHEET 16 W BADE O' @(9 WOKING M UNISON:12.13 @ 15 UwALLATION-DETALS S-K.WOOD SHEET 17 END CONAECBON DETAILS 7-12 @%.WOOD SHEEF 18 8.:MIS EEIR IA H.V.ACCORDVN SHUTTER STSTELI BEARS,A US PATENT/6779,582.CCUUCHI IS OF TILLS APPROVAL ARE COVERM.N WHOLE OR N PART BY US PATENT/5458,179 MMM TO ASTERN YETµ.91PPLY,VLF AREA 3: F(Y WINDOW BLADE hA ONLY 9.R$AWL BE THE OKIDIT SIBETI'OF THE REMAIN, THIN)TO VERNAL THE SOUNDNESS OF THE WITH ME E WHERE SHARER H TO BE KUR INTRUSION. TO NSURE.PROPER ANCHORAGE CONTRACTOR i0 SEAL/CAULK. AL SALTER COMPONENT E/KiS�WHICH ItEIIAN,TKMI FASTENPO W COMINl10U5 CONTACT MSM Tff�BDM:NG TO PREYFNT MNG/PAN WIRU90N. TYPCAL SHUTTER ELEVATION SHEET 19 10.MIT UNR.YUST REAR PERMANENT LABEL IN A NSIB E PALE OATH IVAANNG NOTE:DURING PERKGS OF HIIRRICNIE W.VtNMS HOME OWNER•TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W.AND ND CUITERVIATES AND ENGAGE CER LOCK ALL IN AND HD Laa¢ AREA 4: FIV WINDOW BLADE in ONLY •11.SHUTTER MViUFACTUREWS ASEL SIAL BE•LOCATED ON A READILY VbTBLE LOCATION AT ALCORD:ON SHUTTER N ACCORDANCE CORN SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE IASEL SILL BE INSTALLATION DETAILS.METAL SND WALLS SHEET 20 PACED FOR EVERY OPENIAG.LABELING TO COMPLY MMI SFSTON 1710.8.2 OF ME FLCROA'BUILDING NDE. 12.BERTHA H.V.ACCORDION SHURFR SYSEENS IHSTAL1Al10N SHALL COALY WITH SPECS INDICATED W THS DRAWING PUS AW OUIDNG ANO ZONING REGUTATKNS'PROVIDEU'BY THE JBNISDOIIDN WHERE . PERAT IS APPLIED'TO. 13.(a)INS P.ED..PRERARED BY TIS ENGINEER IS GEMRIO AND DOM NOT PRONOE INFORMATION FOR A RIE SPECIFIC PROJECT:L. WHERE THE.SITE CWOIDONS DEVIATE FR TIG:P.ED. (I)eoNTRAchDR To BE RESPORBBIE FOR TME SELECTION.PURCHASE AND INSTALLATION INCWDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS F.F.D.PROVIDED HE/ME.DOM NOT DEVIATE RROU ,THIS DRAWING SHALL ONLY BE USED TO THE COHDDIONS DEIA ON THIS DOCUMENT.CONSTRUCTION SUM AT STE IS.THE CONTRACTOR'S RMPON.S LITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (<)THIS RED.WELL BE NN90FSiFD PNNJD 6µ7FRED BY ANY MENTIS. (d7 SIiC BKC61C PRO)CCIS'SHALL BE PREPAID BY A 1LIXOOA WGIMERED ENGINEER OR ARCHITECT YMCA WILL BECOME THE ENGNEER OF RECGRD(CO.R.)MR THE PROJECT AND WHO WILL BE RESPONSIBLE I,TIE PROPER USE,OF THE RED.ENGINEER Of RECORD,ACTING AS A DELEGATED-ENCNMR ITA ME PSD,ENG:NEIRSH U.SUBMIT TO MIS UTTER THE SITE VMFIC DR-IGS FOR REmm. (a).ORGINAL REO.SHALL BAR THE DATE MSI ORIGINAL SEAL AND SIONAIUM OF TINE PROFESSKIML ENGINEER OF RECORD THATPREPARED R. FLORIDA BUILDING CODE(Non High'Velocity Hurricane zone 11"SER .T/e.' 0 2015 CA IRRIN METAL SUPPLY•INC. BERTHA , 10CE4.1"".--'"may= A S S A Accordion Shutter System' 76 I E�' IMC.. ■ ■ ■ ■ HV.BADE 01 W/OR W/0 FIV..WINWN fiADE American ShuHer Systems NSOI,IK, GAD. aNAWN o.: ML. OF „•;*�= "DWT TESTING @ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 1/t]/IS MID 4 13/1S "„•Nom. s1.sW.3m:vAcxA cNmGn.nmmA'vI� 4268 WastMad.Drive 2 • Prom:(.b5)9T1-IS]a.FnA:(JOS)HTt-1Sl1 West Palm Beach, FL 33407 L "o„/NAL ENG A.A`` WA,�Aw719A.P.L. 4 sH[Er 085. F?.I- SF RE DATE SOA U�!44167 ,m wOw,IW[� . VAWFS I.t91' ua) It_ t65Y . ``aa 'V�• O1 HV SOLID BLADE � ])3 �C, �5�HV 90'�BO' STARTER 3OHV UNIVERSAL FLOATER QUAUFlED OR USE W/ COVE^RED UNDER.US PATENT®5458179 pUAl1FlE0 FOR USE W/'FN DIADE 1O ®HV'DIRECT MOUNT HV BLADE V HV'WINDOW BLADE' 6005-TS ALLOY AND TEMPER pUAUFlED FOR U(SE'W/'HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF"USE OF BLADE®ON SHEET 196lADr a1� a! r 6D63-T6 ALLOY AND TEMPER __—S.x26_:�._F+}00_ 6U63-I6'ALLOY'A b TCMPCR ,124' .y •I� oes' Z 1.2T6' !2 6t3 \a �.nm• o9x• S Y nno o.0 O7 HV ADJ. ADAPTER W/LIP `b16 g n L.ns ^ 6• 'OUAUFlED FOR USE W1 KV �_ BADE I �HV WALK-OVER TRACK ©HY ADJ: FLOOR TRACK' O OUALIRED'FOR U$E W/HV O9 HV TRENCH TRACK 6063-76 ALLOY ANO TEMPER 6lADE'7 OUAUFIED FOR USE W/_IN QUALIFIED FOR USE W/fN GD63-T6 ALLOY AND TEMPER BLADE(D ONLY. HV RAINGUARD BLADE�i G063-TG AI LOY AND TEMPER QUALIFIED FOR U,E W/IN 6063-T6 ALLOY AD TEMPER VN+IES _ //) I' 1.915' �' W.R.E9 1.0.Te• 6063-T6 ALLOY E AD TEMPER leer .iJ �• _ .06I' • .093• .09]'61 BYO . _.._ .Q93' ,Wa_• JJJ .060_• __ `b ._ I Jeq• 6711 1.665�O �ppA 6)0� - 11 HV CEILING HEADER - 1� HV HEADER/SILL 13 HD'CEILING HEADER/SILL uT9•%, Q FlED FOR USE W fNERADE 1 ONLY, OUN.IFlEO FOR USE W/HV BLADE 1 ONLY / 6063-T6 ALLOY AND LEYPER� QUALIFIED FOR USE W/HV BLADE lO - C4 HD WALL HEADER/SILL SEE.SECTIONS FOR VAUDIT� SEE SECTIONS'FOR VALIDITY. QUALIFIED FOR USE W/W6 063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER ElA0E Q7 ONLY. _ 6063-T6 ALLOY AND TEMPER JY ETTw ONEN7 A aTt 12 Y 1•YYNI ..z' z. '0.1as• +' �x Q Y s'MAIC 1/6• 1/8• >I ]• I s' !0.090• ' in i' 5'MVf.0.192•:0.192' ..__�_ ' 1'G SIDE ANGLES R --- -- OUAUFlEO FOR USE W IN ALUMINUWANGLES O zs• Y NAY.oeso•:0.190• .CORNER POSTS / UALIFIEO FOR USE W/fiV BLADE QUALIFIED FOR USE V .l . . GLADE EA6063-T6 ALLOY-AND TEMPER BLADE ONLY. 6063-T6 ALLOY ND TEMPER 6063-7lLOY AND TEMPER FLORIDA BUIIDING CODE(Non High'Velocity Hurricane Zone TY3UM A:TIC N,x 02 15 FASRRN METAL suPPLY..INC. BERTHA HV. Q� BENS 9-- ASS A F••'' Accordion Shutter System ,r— 1 L E C O L M HV.RADE @1 W/Qt W/0 NV.WNXAY SALE *B Amerlean Shutter Systems Dam, 9,1E wawa r». Y. r = TIWT TESTING do ENGINEERING COMPANY' '1 �c Assoetation, Inc. DID n-192 4/13/15 are 4/1.3/15 STATE .—en.a—: s,wm — n —.1+ 4268 Vestroads Drive(SW)6T-50.ren (=)57-61 ORAWWC No C9�s` m-0000)io West Palm Beoch, FL 3340/ A. oFSSI NAF a` vK1FR A N1R J.n.0 15-085 %N.,.Q .FlOR9A Llr. SHEET RE 5U'.G/fi1GM15"�RE/DATE -- 2 OF 20 4 4' z. As>.>u• .2'-3• g.zva' _ (--r. s;ea3.• ' wa'i' '„Jf`wia,30m �ouse�'a FSE II 6 soon Pwvtm !z0 car Ap/ .. . m ry a rm.l , e vmc ernm I m� t✓ _F(»s Ram �.� T b i �• L _ _L* I• LMrAs3 cnPFxA ,_ en s.rnmin 21 HY CENTERMATE QUAURED FOR USE W/HV RllAE s& ONLY F'}z9' HY LS�G.K HV fl n '! EGRESS LOCK 6063-7e ALLOY AND TEMPER QU ED'FOR USE W/HV DLAVE i & ONLY py` :._�T,n2a�_-� e],,' QUALIFIED FOR'USE W/NV OVALIFlEO FOR U5E•W/.FN T 406}-ifi ALLOY AND TEUPER �)y� BLADE @&4�ONLY. BLADE(t�& ONLY. OORUFlED EOR.USE W/HV BLADE T ONLY .x3o•o.D. �• 6(163-T6 ALLOT AND TEMPER p1-� f 7.0>9' 1 ED ;f" } F{+1 a� F OS• - '[. Hx3r v{ J .360-ATTER RNEnNG ([( • 1 4-P-20 6E<nRe avE eaG / BscREw 1/4'E-20'-RiYNUT* THuta I-I�S�� Ate• � �A/ X9Af3,JN4 A!LNW4 Ixnx4-T]ALLa'4 IMCi M•M.F:twN FwF � � nmlFr�EVA� o< 6n• sant mrtsTO,vAar i m>a As sMNurcnxpu>n AwFL HV MALE -T- LOCK CE RMATE acw T[a va.PAgfiPPp[, tc[r oTc.w FGW LOC!(ER'FOR -T LOCK CENTERMATE QunuFlEQ FOR use W/Nv RInDE{)QNLY 2��HY FEMALE T LOCK'CENTERMASE HV -j" LOCK NY ALTERNATIYE LOCK QUAL1FIm FOR USE W HV DUDE 1 ONLY 8063-T6 ALLOY AND TEUPER ( QUALIFIED FOR USE 'QUAURED FOj USE W/KV 6063-T6 ALLOT AND TEMPER QUAUFIED�F63-1 OR SACt0Y ANOUT[�.F(PGik�ONLY W/HV 6UDE�ONLY, RUDE(1,J ONLY. 10 r NET LFR OR b' F45 K �caoo UARUSE /HV! DE(D �)OUAl1FlED FOR USE'W/HY BIADE 1 & A �j�6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BADE 1 Y�HD CENTERMAIVSvxR[5 ,2'Mw 6063-T4 ALLOY AND SEMP[R GUALIFIEO FOR USE Wj HV116063-T6 ALLOY eNE '13> -all CYUNaiR LOCKING RODA OiJNJFtED FOR USE W/HV GLADE@ .L""' HD LOCK E� 6063'76 ALLOY AND TEMPER HY 3jS-O-1B+ACETAI . jy3 1 j4- N�°-2O AISV 30GY REDEEM HARDWARE MORM L00R5". CS 2333 NOOK DOLT LOCH. ELL. LtJvTiON WILL REQUIRE A 7/16-FICLE THUMBSCREWS, IES'S S THUMBS(`RFWS S. QUAL1t FD FOR USE W/HV BLADE Ifl& IAA) Q ILtED AT TRACKS FOR'PROPER EMBEDMENT auatIFEED F 1 N BLADE@ QUALIFIED FOR USE VT/tw B[AOE 63 FLORIDA BUILDING CODE(Non High Vetocity HUrfiaane Zane `.,�4.P,•:••`. ✓��-.� o bis EASYTRN METAL SUPPLY.RLC. �� v�cENSE .• —�-�—�-- ERTHA.HVFM #� i t!. E1 C C.E N�, A„S iJ"�� Accordion Shutter System *; ST3f1k` American Shutter S stems tLV.BADE gt w/OR W/0 FIV:Hlt✓Dt7W RADE .TILUT TESRNG&ENGINEERING COMPANY.. Y . j t�ESCRvrox -n awwN er: AL ,aOL":' ��(�P.i�w: rssin...xu.sem,m..3m,wtoa.comma.n,p,m..A,nl AOsxtaiion. Ine. otn tt-i02 ./13113 a'c afl}/Is lfln.-• �y'+-2 nom.: 00w­=. 4268'Westroads DrivO - MtpaoOao[mRRAWING No m-woane West P.I.Patm F3eoch,fL 33407 3 _ c p lfTTITlFFU11F1 WKIER A Tp.m Jr.P.E. 5-005 P.E.SFALJSlDNATllREjDATE -FLOA"t,a.(, 6> 3 .3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV_ HV 412ro1i ADE 9 62 1D HV BLADE1 _ l EDGE ® BLADE IA "tt,.h I Nv 87VB,ADE HV .oczs' .om2s nrn' W' "cam+-a I 'S oPE aN I BLADEY '® HV LONG RECESSED NYLON BUSHING y G�:1,� IQIUOSE�' '��'- ® HV SHORT RECESSED NYLON BUSHING o Fd� w �Ij \I .• jI R1.2 Put MnON HV NYLON HAT41ASHER `.�'--oE\et w 1 4®..HV WHEEL CARRIAGE AISI 302-303 SERIES I I a� .4 40 i 44 Y ///•28150- % 0.870-.3/16-THICK NYLON WHEEL2/e5115'. CLEAtuN.�I 0.1811"0 A0302 SERIES S.S.RIVETS "' r I � _ —ADE .Q6xs' 4® IN 1 3/4"ACCORDION PIN W/JB HEAD EXTERIOR ( I OP,MTlINDS ION .® IN 7 3/4'ACCORDION PIN W/.118 HEAD♦ .I '—'SL'" ( 4 4 �4 I•_e ..I ` t/4. ,,, =�'4" rc FW '® POLYCARBONATE IMPACT RESISTANT HV WINDOWTYPICA L'HV'WINDOW BLADEIIIA AND TABS OoR® or® r�'—I )e) POLYCARBONATE HV WINpOW DETAILN*S[(SEE NOTE FOR 3:REOUIREYENIS) I'i OOR® 1k POLYCARBONP�IMPACT RESISTANT HV WINfN)W BAYER MAKROLON 31 D3 POLYCARBONATE RESINS,W-STABILIZED'GRADE OR SABIC # KNUCKLE FORBLAB J _I I tZo oieDe �E INNOVATIVE PLASTIC LEXAN 103 RESIN EQUIREMENM-AT EXTERIORi i r-� _: I —1��E�� (SEE NOTE'F-ON SHEET 19)- pl� . ,o I DOR® i I: ._ _�1 .!_1 a (1) HV PIN'®SHALL ALWAYS BE USED.AT ALL EXTERIOR. BOTTOM KNUCKLES OF HV-ACCORDION SYSTEM W/ HV 1O OR H&� �I I .® I POLYCARBONATE SOURCES FOR.44 ,Ii EXTERIOR HV®BLADE. •U.PCAL SHUTTER ASSEMBLY ^''S' NV PIN®DR f^�iyAi. x611m)C[ (2) HV PIN©MAY BE USED IN LIEU'OF 9 AND.ONLY AT EXTEMOR '•�'� m v EXTERIOR DOFTOM KNUCKLES OF HV.ACCORDION SYSTEM W/ HV(D 0024' sum's KNucnL ,� uv•.a n (5R NOTE•FOR BLADE WHEN CORRESPONDING TO INSTALLATION "Il",:SHEET 7. 046= REQUIREMENTS) s,aNc�N Anu,cn aeo°•u vsm.,: 1YP. I I OowwE stv0cm u.E°m tsru DTm ,2.sm wv rT..m.. (3) HV PIN®.OR©W/ 1/2"O.U. 1/16"THICK S.S. WASHER 0 �� i Nmw�lauays Se"wv° s wov w mo,a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ® SHEET HEEL CARRIAGE DETAILASSEMBLY LAYOtTT eArz ^�• °a i—s: > ., (1)HV BLADE SOLID & IfA HV'WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Yebd(y Hurricane Zone �ZER A'.Tj 1'r 0 2015 EASTERN MCTAL BUFFET,INC. HVTM AS.S.A. Accordion Shutter System =� 11 L IECO O E N a. ■ KV.BLADE,e1 W/OR W/0 KV.WHOM MALE American Shutter Systems as�w w,E -dU.N Dr: M O' * TIWFn°Tn.TESTING nh-taENGINEERING NGINEERING)mCOMPANY Association. Inc.en DruwwG 1N3m/ 15 F 4268 Westr00ds D x F'• ORI .-nwx tirte<vOrw.ew++ West POI.m Beoch, Fl.33407 15-085 OVAL ENG`%.. noemn u°./utsx a SHEET P.E.1jS`tW9613 E'�TURE/DATE m 4 0 0 @'�a I " s r �3"� •NOTES ON HV LOCKS AND CENTERMATES: MAND,T]RY[OIIDD OM ONE W LOCK I&or f:SHALL W USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN V3'1 'lY OR 12•ABOVE OR HF�OW J 2 OF SHUTTER SPAN FOR.SPANS UP TO 105•,AND FOR INSTAUATDNS AT ANY ELEVATION.FN'LOCI(�J w Q�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES•W/()1/4.6-20 c 1/2•LONG FLAT HEAD S.S M.S.LOCATION OF LOCK SHAD.BE AS INDICATED ON ^ TYPICJLL SHUTTER ATION. Os`a 2. ff'OESRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HV 16 n LOCKS Q 9 OR YAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIERNATES OR QZ SHN.L BE.AS INDICATED ON NOTE(1),ABOVE LOCATION OF LOCKSSNALL BE AS INDICAIEO ON TYPICAL SHUTTER ELEVATION 4 3.�— COA'••'�••/2 h�Ln ONLY WHO MAMIAM RY CONDITION Al OR LI RED MANDATORf CIINDITION LOCIONG RODS Q$PRE NOT REQUIRED AT HURRICANE POSITION,BUT MAY 0 { �'�$'n® .dE USED IF DESIRED.TO'ENMANCE SHUTTER PERFORMANCE:LOCKING RODS OR AN ALTERNATIVE DEVICE / MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE PoSTION). cY= 4.MAtfIATORY fANO1RON J2•CNE HV LOCK SW W.BE USED AT CORNER CENIERWTES FOR ANN SPAN � i _ _� AND INSTAILARONS AT ANT ElEVAT10N.HV LOCK( Q$SHALL BE USED AS AV OUTSIDE OR INSIDE LOCK. • '.AY _ _ ATTACHED TO Q3 CORNER CEYTQiMATE W/(2)1/4 0-20,1 T/2•LONG FLAT HEAD SS.MS.TWO LOCKNG RODS Tin AT TOP&B0 04 SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED.ON TYPICAL SHUTTER ELEVATION. IAK-NK - WVWUM'SHUTTER SPAN SH L BE.OETERLPNED AS PER SCHEDULES SHOWN ON SHEET 12. cgsTES ONE ALTERNATE HV LOCK O MAY BE USED PN UEU OF IN LOCX r FOR ANT SPAN AIID l% 95P Y INSTALLATIONS AT ANY ELEVATON.'ALTERNATE LOCK��MAY'BE USED AS AN SDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-20x3/4•SS.THUMBSCREW TO @ OR(g CENRRMATES WALL BE MADE W/1/4.6-20.3/4•.ALUM. Is RrJNUT AS.SHOWN ON SECTIO!INE.SHEET S.ONE,LOCK SHALL BE USED'AT:1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER'SPAN. F4 6. T 1/2f F SHUTTER SU TE ATR ANY S AW OR n ABO iAT1ML5�. ONE HV LOCK TIER PA or R SHALL P. �\ USED AT AND Of INSTALLATIONS NST LL SPAN FOR ANY EVAN OR 12•ABOVE OR BELOW T/2 a SHUTTER SPAN FOR SPANS.UP. TO 08•,ANO FOR IN NEDTo 0 AT ANY ELEVATION.HV LOCK AT oWj or 4LO1/MAY BE USED O AN INSIDE OR OUTSIDE LOCK ATTACHED TO QD or SYMMETRICAL Cp1TERW1E5 W/(2)I/4•-20. F LOCKING FUD HERO SS.' SEE END—1 OUS R LOCATION TOP AND BOTTOM�CLO BE AS COMPLETELY ON TYPIC SHUFTE ELEVATION.USE OF LOCKING HODS Q3 W/•1l_ CGNNECIION DETAIS ON SHEETS 10 1.TTP.Ili IP n _ *NOTES ON HV "T" LOCKS AND CENTERMATES: RNER CENTERMATE 1•crr"NO A_lFFe1. Te L MTXN ODIDIIION H V/� dir Fat HVT LON'V'� IIL�fFMFRYRTS 29 AND �;ONE PLlERMTE HV T LOCK 00 NAY BE ITh7µLED IN UEU OF HV.IOCKS$�Ofl R9 i'OA ANY SPAN AND /. n``�a 6• J n 8 nl'0 (1� INSTALLATION AT AND'EIEVAlION.'ALT1"RNATE DOCK 00 Y'BE USED AS AN'INSIDE'OR OtDT51DE LOCK.ATTACNNENT � L���%'"� OF LOCK. INCLUDES USING RDNTORCING LOCKER�AS SHOWN ON SECTION HvG,SHEET 9,WN:CH YUSI BE :(�•�j n©'•.�a©•V n. CONNECTED TO;CENTE_RYATES�AND.Q�W/1/4.6-20 I II2•LDNC SB.MREIDED BOLT W/7/B•6.J/32• �j•QJ I�jn sQ•Q7 •(�n MAKD/U!1 OABOYE Alio BEIDWIMIDSPAN.USEOOF T U.LOCIQNG RODS�7OP PND.BOTOY WNOATORf.µ�12• 1-10-@ ©•® •NOTE 0 S: 1.: T :ONE ALTERNATE hU LOCK O.YAME USED IN UEU OF TYPICAL(1)HV-BLADE SHUTTER ELEVATION NV LOa B aR V FOR ANY SPAN AND INSTALLATIONS AT�As�JN,Y M"ATIaN'ALTERNATE la LOCOf Mf BE USED N.T.S. AS AN INSIDE OR.OUTSIO LOCK.ATrxwENT.OF.HD LOCK O' TO 0 IS.W/3 to,3/8•F,H..SS.M.S.,AND INCWDFS„ PENFORCEMENT INSERT AS SHOWN ON SECTIONSHDB-Wg AND HDC-HVC•SLEET le.LOCK MY BE INSTALLED AT -MIDSPAN OR 12•MAIDUUM BELOW OR ABOVE MIDSPAH.USE OF LOCKING ROBS @ IS COUPLETRY OPTIOT44. L DA I N •C D on High'11.106ty Hurricane:Zone' ®2013 FASIERN LLETAL SUPPLY.INC. BERTHA HVTM 9': A S S A Accordion Shutter System L E C D I N c. . . . . FLK HISS 81 W/CR W/0 KK'W,Faow EIACE = American Shutter Systems mc"mox un wu.N er N>_ • Z TWT TESTING&ENGINEERING COMPANY. q'. STATE OF t OC'a 'aATs x.•.„„,x:�.IOW.Vann c"m015,nnaa y1 AssOCIatIOn, Ine. OLD 1 T-1 S2 1/IJ/15 Lnrt: 4/13/15 Plw":(sm)an-ts3o.Fa::(sos)eil-1s3i 4268 Westroads Drive x DRAWING No R •'el .-:.w:BKr�ow 2 West Palm ssBeach,FL 33407 s ONAL Ee-aoB6IID 15-085/ E�CS� WN ERA 61 J.PE ! SHEET nnaaA uc 6 a.1aT P.F.SFACFfFS1RkM0i/DATE 5 OF 20 OHCJtETE N:CNMS POURED CONCRETE OR CONCKETE MOCK PWRFO �\ � (SEE SCHEDULE ON RECULREO S.S. SNEEr 1}) CONCRETE ANCHORS r ACWNE SCREMS �R , .(SCE SCNEOUtE ON Y/1/.'-20 CONCRETE A2K.taRs 1©18 a,a:(sE Ya-maa F9cw aan>) sTEErla) NUR 12* 12'O.F (SEE SCHEVLU ON SIIE(�,E.1}).. U4 USM OK:I/4'-20 NVIS 19 E D.• (2 .250 uac ! - 3 Y 2eB L r.jP.P. / IryI1I1'1 E%5TI.NG NW.SLHARATION TOGlANS 1 d 9¢t-1,r9wwo I T(DOR I�� 1•' ._^ GLASS�—(5ES s�HEuaL GN 511rLr 11) �GL155—i 9.W m!® ! YW SC` AWN TO CLASS L (SEE SSC—OH SNFE7 1 FXSIWC1) C HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION .HV WALL HEADER IN�TALLeT10N + KEYSTONE srARA1roN rD aAss � DOR®� (1 r)nnNc )—(�SCi1F0UlL'0Y SHEET I IJ 1 $EPARAnON ro GUS0� � QISS- rw ura>,�iw--1,y, `(sEi sylminE on sl¢E�EASRNG �OPIIONV.Eit TK� 12 Ib ___ }p"S.S. '"U55 HFM 1/.e-20K3/4'-SS'PfOWPS 1 16mU MFMSG3MSN O 12O.C. ON12'OL. (SEE SGHFDUIE ON SHCET,i}) POUM CONCRETE SHEET 1}) POUREO CONCRETE GK COWRVE BLOCK ON cONcLmE BLOCK (- joNCREIC.ANGaRS REOJNtED WALL REOO1 NY WALL SILL'INSTALLATION: (SM 9CF0DME M HV WALL SILL INSTALLATION POURED CONCRETE__ SHEET Ia) OR CONCRETE BLOCK REO-ED HV.WALL SILL INSTALLATION HD,E NR�BK�R„K,R aE¢GRAS: - INSTALLATION DETAILS W I-SEE 91ELT—OR IMCAL SNUTTEII •E'0.e EDGE gSTANCE ♦SEE llu ATIONS Q USE FOR ASSEMBLY nl HV BLADE 2-WUNM'G SECWS CAN BE CONBILCO (SEE'SPEanGlI0N5 FN SHEET I}) BLADE�ON SKEET Ib N ANY WAY 7.Siff ANY MSTNIADON. uuum' FLONDA BUDDING CODE Non Nigh.Velocity Hurricane Zone 'ZER....,<<(l ®2015 EASTERN KETAL SUPPLY,IW. Vj BERTHAH.V», rTir \ A 'SSA Accordion Shutter System L E C•O�Ne. FLV.aADE'B1 W/OR W/0 RV.WNDDN MADE * - Amertean Snuffer Systeme aTSaRumo. B•lE ure.N Y q•, TIWT TESNNG @ ENGINEERING COMPANY. AT OF 'Q, Aesoelatlon, Inc. 1 OW 11-192 Vu/15 w1E: ♦1}/15 jl� x4268'Waetroaas DIN.TJFT(- ING No .,,Es;•.,,,.,,,..•G�; e-,” L-09..0,,. West PGIm Beac(1, FL 33407 5 15-085 •,ii's/ NAI EN wALm A rm+..P.E. 2 r011 \\\\\\PN"K"' ETMM tk.)MI6)' 5 SHEET P.E.SEN..J9I8WURE/DALE 6 OF 0 .PWRED CmeME ANCHORS CaNCReO (SEE.SCNmVLE ON$LIEU 1$ f3S I OR REC AM i al D{p -SM4 i .; F D a 44- t s�ie AP zz,OnFwR ugt3@.tory \ r- ao�ma{� i �1✓ AWNOR __ EN15DNc oR I all S I +la.a/{'.xEz wav@R xw / tw slJV;xS o Ix-D.C. ' t 3(e YN,. CONGRESS ANCJfORS I, -•�$ ,�� ' f f/ / EDGE Or i 1 ®' 7 I (STF.SCFV.EkIU OH SI+aT f3) E('r / f / APKJCAcE COW Ensnvc- i GLAss t�� Zia s— /{ I% ,I '%f/ —ar f'� �/'�/ -�>CiiBU it '^I rM aua@wn ,(� PoVREOJ \f/.f/f / �E CCNCREIE-IRJ tW ZN}C04 SOfllwE ar OiII f POtmED --E,p_•T_.. I EV CON Aka114) 4i ra NA t OR v�'�CONCREIE REWIRED nAr NEM CONCRETE'ANCNORS REQUREb (SEE$CNCWLE ON SNEEr 11) REWIRED L---E-D.+--- --E.a•—- (SEE SMSauu eN Sitar 1.) (1 TRENCH INSTALLATION I SLY WALK-OYER INSTA TION lfUD ONLY FOR UP TO F)0,-75 PSF A.S.D. HV CEILING INSTALLATION I() HV FLOOR INSTALLATION t Lam_ SCHEDULE ��ERATNo a EOR SPANS PER it CONCRETE ANU-M r7 urn (Sa r5!)EWt£ON i/ab tM.DA➢l2 rafl'tl!frl W ama to�� I I FJ081MO.� E GTWHGdys--'i-. - rto1 m I/\b O{. GLASS - rear a.vinN) }' -�- } Hm[M6 PNW:VaYp w!. I.. � I 0 I J ^I lsQ aorm.c a 10 °••aac a s^Rc S vN L r tA'RTR.i 1fI6 @ a• 1 -� Ilo.,7/{•xot E 6./ ( D>v,)(�RmE tt�a\uMsm II ®-� Iti• -- { I I _m ra `f JJ cart,suwrt�-• .�.t.—Jt.. _ .—f'woc �I{.3/{" NIX Ilrjp 13/8'.. n 19'O.C. -t� f —" TIX SCREWS.6 0.O.C. M5. C r ---•-- - _ f-1- 3 A•f ® ---I /�'//��% cw 1Ji"e-20 SS. t ONCRE1E 0.Nd10R5 -- .1140/1-SDS.j •• €?�. /f% SJ{'•-m.TJ{"ss>+9 w/NUt n s•O.C. ' (SEE SCHEDULE ON o R"O.C. " /+'1-ta ISJt3 9E,t----i SxEET u) 17.@ ; ♦ if2 w•. >f- �1{)• �/ canny NON simq+u✓.� EDGE Or / I J}' ..I• .� ;:1::. [.D. .. TM1 RCCORatNr /t gtS/' r.N. f�I t7 .L17JA , APPUCABtE Y-._/ CONCRETE ANCHOR$ y // •• SEE NOTE 13(Ir) -T�" n N'O.C. A W+rv�iT[ PWRFD C.1valE- (5U SCIIOIVIL ON ox SNEE I SEE.NOTE IS(E) - . OR CONCRETE EN.O- SNEET i{) !4xlRED CO'gRETE o,I SxEFr f � ••�..--�� '. RFolmo OR CONCRETE BLP - PWRED Hy F_OORINSce` DA e710NLD REWOM LNV WALL WALK-OYER INSTALLATION '�A 1�SEY„STO�N'E�uO�Uftr�IN•e•INT�'>EAl e7tON s+mm m�N aw• -. �J HV RAINGUARO INSTA I A7`ION a 111=1 NORFOR r`aU6IATM OF EC �-- t n A QISra.0 EN srwLL AE Cm•M. E..O..�CM.0 DSrANCE f✓f31OYABlL AN PMAIUFD ,-SIX 9#ET-, aRTnxSGtEft SEESPEO A�3DNSEET,�) DaANOPERADEE% A�� rarUSE E INSTALLATION—DETAILS W/ {1 HV BLADE ASBO/BLY 2-YWNONG'SECtgNS r1JI 8E ift '- w.wr_w.aY.To wr wvr asGuui>on. ROM BULWO :CODE(Non High:Velocity Norricone Zone 0 2015 EASSERN uVGIL wP LYS INC. �ceusF �a- BE _ 1�Ot« Accordion Shutter System� � , aldE 81 w/In w/a Nv WI N!aA E *L �T� r� O OF .71W7 TESI'INC&ENGINEERING COMPANY, , American Shutter Sy3tom5 �Sa�.ilo+ p,\t[ orryN ar NE ti-.• "A ate,.Tip aT..aoz w,:<sa,Gvaiors.nmw'vt Aesocictiona Inc. 1 OLD 11-192 4u Is MTEa {/iaps ., F. P, :(w3kTi-IS]0..rN.:(1COMn-15TI 4268'f .troods Uri- z 'ir F '•Cs�\`S,. eaObotcan` &est Palm 13-ch,PL 33407 3 DRAYtlNG No SSI-......t� En-o Iri { 15-085 Oid AL ii\\\\� MN.TOi A.TLLIi Jr.P.E, P.E.SEk'I/51GNAYUR£/pAtE RO�°4 L"{"' ° 1 SHEET . .. . 7 OF 20 SEE END WALL CONN ECTIO LS ON SHEETS 10 do 1B ada¢ OUT so IN INSTALLATIONS WZ 1 HV FAS ING MASS BLADE W HV CENTERMATES �r AQP vNaY A t 4�Eo w®�©�Qa®m10•®°1 OR eee END WAL CONNECTION 10•®m©•�©•©a oumnc cuss DETAILS ON SHEETS 10& 1811 a,/a' Y G 1/2 (cow-rs a,ar)NJ:N. OPPOSING SYMMETRYCA mortals ro twxc m I- `�©• CENTERMATES CEN - ATES YIN.sEPARATM .(rw/eonaY)qI -Itaa/r SN.s.u n• W/'HV LOCK r'¢51 W/LOOKor ro aws I O.C.Ml lEAGNr. (SEE SCIIEDIAE Ar raa nNctE(tn) ON&.,.T 11) .5 ®_ 35 -- IN, 1 5 t/ t /Z. k� I �' 3 ®' z. - ®�© Loin ®'�* HVc HVA HVB ©a®°A© �"® to'®' EusnNccAss -V.. moa�i°M rnxc D ®"'�•®°"®'®°'` SYMMETRICAL —�N I-6 '�'©�'OT '®W VW.SEPF M. c1Ass E•®mQ �".�•�J� W O : CENTERMAT S* I F@ @-6-6-4-10 (IEsc�osne 5 / —— -' —FiV 0 6 OPIIo'I& av sNEEr t,) ` / 110N\ v®•® * / —4 ____��NiFRIOR) ®'®°1 OO•®��•.O / OUT — ---E Fl N-1 �(�(�(L�ca"�r1E O ,6.OX. �A/ 03 --/-90 OUT] 8,/r YAKSUK - OUT (tXERKR) HVE C! HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, "1Up uTIC a, ®jj rA9QdN crN SIroKY.INC. ERTHA HVrw Q•' CENA S S A Accordion Shutter System 'L E C O INC- . . . ■ HV.EILME dt W/OR W/o HV-.WN)ON B AE *: * TIWT TESTING h ENGINEERING COMPANY American ShMH'Bf$Y9tOTs O[YPRIaII d, uw+N m: u.t. rm+voc.noawml' Association. Inc. n-t9z tears wn: a u/u -ol STATEOF •4=:: °'r"'r'"'a'"'v "` 4268 yleslroads Ddvc z DRAWING No �•• Vlest Paim 0eech, FL 33407 s ..,.�•.. •��•,�`' —0-711t�0-71a>,a � 15-085 P.E-�r$2AL/,alSiClA�lri�tE/DATE SHEET OF 20 ALTERNATE INSTALLATION W/ Vii T" LOCK xl`S�0+� IAV MALE/FEMALE "T" LOCKS CENTERMATES 8) 12~9 8 LOCKERS (/n HV BLADE • SEE END"CONNEcnON DETAIL ON SHMS 10 A 18 INSTALLATION(1)HV BLADE W/ HD CENTERMATES ifs ��0-&@4-4 nn5 5»�.u`r�'ham nK^"+K1 ar END WAI1 CdlNECf10N—� .®-®•'1.�'©.®w DEfA1L<ON SHL7=7S 10 h to I ' ®'®-®'•'V ®- cworre of w.. .I �•® 3S♦ �{;�y i ZI t J u,a sLI N - nKs ! rms(mj GrPa 30 OCK T O (INSIDE) �O .__..... ------ SL <r vs W 5 yr _ Q - © -� ----� OUT 31 oK 3 }s --- 31. ,31 00 2 I.. 35 - 31. 2 1w1[c rrn lnccx '-14 0-20 x 1 1/2"S.S.M.S. —35 - grlrxu) * ® © W/n7/8'0 x 3/32'WINGNUT. (_l)HD9-HVB HDC-HVC OUT r—K,oK sua 5. • SYMNETRICAL HD CENTERMATES ©0 NV 'T" LOCK(OUTSIDE) SYMMETRICAL HD CENZERMATES W/6aA OCK(!NT 0 �Gt WJ(�' LOCK(EXTERIORS L m /'ova 10�®-©'®-©•®- r pSFy am+m' ©•O ©-©•O•®- aim HDD-HVD�� FLOATINGSTACK FLORDA BUILDING.CODE(Non Hyr, Velocity Hurrlccne Zone 2015 rAS .MRA SUPPLY,W. BERTHA HVTN s :moiA.? ILstem E C O�„a. A.S■S.A. µV.aMX 1 W/CR Shutte�3 EILACE jc.��j/�'* American Shutter Systems uscsvmw TILUT TESTING&ENGINEERING COMPANY, _•a'• STATE.DF :C; Association, Inc 1 OLD 11-192 Vu/Is at1 4/13/15 9•_ :'� x..sun.sL v.xa.wmKe cvmrxs sln 4268 Westroeds Drive PrK.�e:(ws)sn-1935,. DRAWING No :� Ln..119 SYest Palm Uecch, FL 33407 a s mAos55,rs 4 15-085 DNALE�P\v .aw mu Jr.v.c 5 SHEET P.E. SE�'fS dl'URE/DATE ,f1Dr`°, 8 OF 20 POURED CONCRETE OR -POURED CONCRETE _POURED CONCRETE ^\ OR CONCRETE TE \ OR CONCRETE (R LWJLF2CIE ^ OR CO Ad-C r- / REIXI RLOCN WAIL / BLACK WALL REWMEO % OLOCK WDLL REOUPED J - DLOCN Wau REOU9TE0 . �.E305TML OU55. /�FXSR GLASS / �--IXISi1N0 GLASS C / j Ex6nnO GLASS CONCRETE ANCnO 2 -2- TO aAs(SEE IFf1 9,",ON / /I NN.SET'AWKN EO T EO m f 11 FOR�aADE'® I / T4 aA55(SE I 70.( SL .I, SOEuaE w SQT I/1 s•.3•usx. a stm 19 FOR 11 FOR Eaami'OAra lyi'mR axmoE©Ao II EOR.m mNO:(6063-16)CONI aAO_.(D&.0 .O1 9QT 19 FOR 1/2- ON 9Qr 1S FOR (LOCATE AT a Sar ro mR ALuf1.aoSER \ \' nAnEsmr<p —i _�aA sOr rmRT:sroE 1 .. E9A 0&® PUTS(LoaTE T/2'-- — AT 0MER 910E YM L use 1'OR 2'NAX T- I' p1o.1/Y sl1s. I --- ..j (AS APPLw E).r.1/O-.0•-2' ----- /10.1/1•5.4.5 o i6•'O.C, _—_—_ —S� M&,-16ALUMIKY CUP ANGLE (605310.ALLOY)s.Too&'X 4 (1)/-0 TAP s.Ns.CHORE )( 4 \ (x)1N•P Tu+COIa ANCNofts To WA11 AT 1.O.C.(lAG1E AT 5 / A'.�. SSIOE CONNECTKINEE DETA�X FORr I OR([�'' un1LM 9oE of pA) d1 DR®' SEE OEfaL x fOR I OR @ 10 TRACKS SEE DETAIL x r 4_ SIDE CCNREC WN _ ® -©OO'8 ®' -E CONNECnoN O -®•© -Z) •®- .6.r-C7{�.®. To T S r ®e60's w•®' Os®-©®'©'©- ro mncKs �•®.©•®:p.®. ®•®-©•QUO•®- ®•®-®•®-O•®- O�®-®•®•®•®=©•® O•®-®•®-®•®-p® e0•®'®®'®®-®® END CONNECTION DETAIL 3 END:CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q 4.RL9aR[D MY FOR SPANS GRFAl63 1NAN lY-D• r POURED CONCRETE.OR GI035RNG I 4 IISNiL GLASS SOCK WALL - �DG REauIeCO,__--— GLASS / YN SF'A9An(N 11 1/2'Su. _ ___ / TO CiAs(9E 16 L' IM SEPARATION L -_ -- _ D 6 OR®OR�OR ON SEE R vLAGTO - CONCRETE I/2'4f N. ISOQOE.aI(9Qr OR) OR I Q"WIT 19 RF .ANCHOR O Il fat aNL mA•EI �J ©OR® CONCRETE --�aIDESmR®. 12'O.C. 0 5 R:TO �� .___ OR© 0 16•. NiN - _ _ < EQ 2'NTN/ --j BIADE©ONN511EET 19 fOR \©./OfE®OR�Ofl�OR� VIEW r 5 IQ OR®' PLAN rr DETAIL oll POUr✓ID-CONCRETE OR �.©•1i-eQ�.®- �. EN ST L ON CONCRETE DLOCIO WALL ® —� ®-'®`®'©'©' ��� ©'©' ©•O ®-©O®- (1�HV BLADE ORA HV WINDOW BLADE INTO: 0-0 ®-©O®- CONCRETE OR CONCRETE BLOCK WALL._ END CONNECTION DEND CONNECTION DETAIL 6 '©'® FLORIDA BUILD NG'CDDE Non High:Velocity Hurricane Zone, 71ry a 2015 EASIN NOTAL SUPPLY,INC... •QEF A: (l/l''. ER ,. /� Q c /� BERTHA HV,Y \GENS A V V A IL' ECO.,�. ' Accordion Shutfer'System HV.MADE X11 W/OR W/O HV.:WNIOIV RADE Amarlcan Shutter Systeme —IN [M NuwN 1m: Na_ 11 TESEINC t ENGINEERING COMPANY. Association. Inc. I OLD 11-192 113/15 mm A/ 15 STATE OF 9'• P�.:(305)971-1530..ra:(315)871-TA1 42bH Westroads Orivc z DRAWING No •,• OR' Wast PDIm Beach, FL 33407 3 Sp dlr` W IRA RR1,PE 15-085 �p�S/ HALE 11AROA u<./44167 s SHEET - P.E.fil;+ KRE/DATE fa Or 20 SCHEDULE 01 SCHEOUL P2 SCHEDULE A3 MAXIMUM SHUTTER SPAN •L+OR•L-• MAXIMUM SHUTTER SPAN*7+' IMUM SHUTTER SPAN*'L+" TMST I p •NOT S- (ft.).F0� R ATES®&N®/' 0$�11W�1• OR•L--(ft)FOR R'L--(1L)INSTALLATIONS (}l1 �-�A iNSTALLAT10N5 W/��FP�' W 'CONCRETE& W,(�0 ;'(1)L+:NAXINUY ALIDWAHLE SPAN FOR A GIVEN W/ONE H.V.LOCK ®O o®'or y:q Orr or` 1' `ty® MANSORY POSIINE AS.D.DESIGN PRESSURE RATING. HD LOCK®.W/NO LOCKING RODS y� ONE HV LOCK & ONE FN LOCKS OR 'W/NO LOCKING WALL 'A. L-:MAX.ALLOWABLE SPAN FOR A GWEN NEGATAE CENTERMATES k W/ONE HV'T' W/N)LOCKING RODS Q 8,C.D.E M.N.0.P.0, ASO.DESIGN PRESSURE RA1NG. ® Of MOUNTING F,K k L R.S.&V. LOCK®W/TWO LOCKING RODS®TOP k (SEE NOTES t.tt) (VAUD FOR MOUNTUTG IO1 (2)PROTEDuRE TO OETQiM1NE NAMMUM SPAN FOR BOTTOM SEE NOTES tt) %R 7) FLOOR/CEILING G,H.I.II,J T.U.W&X WALL MOUNTNGS.(TOP/D0TTOM)OR ROOR/CVUNG: .CONCRETE&MOOO NSFNLATIONS O CONCRETE tr WOOD CONCRETE 40UNTING &M AK A«D— NSIN& S ~ Wpm= INSTAIATTDNS FIYDA POSITIVE ASO.DESGN PRESSURE PAtIN C. WALL MOUNTING DETERMINE SITSPAN 71'MO.SCHEDULE. CnEN A NEGATIVE SD.DESIGN PRESSURE RATING. tu.M MDUNiNC (Par) RfbR�w G yTNTG Toy) p OFFER MAXIMUM MAXIMUM SPAN'L-'FROM SCHEDULE L•-WW- t-(N l (•) l-l4.. l•.nl l-IN L•(a) l-(0) O MAXIMUM SHUTTER SPAN'Li OR 7-•FOR 30 OR LES 1 0' 60 1'-0' 16'-D' 30 1 _ 16'-0' 16'-0' 3D I6'-0• 16'-0' INSTNUTIONS MTO WOOD SMALL DE UMRED TO FINN.'"IWM ALLOWABLE 51'AN IS EQUAL TO 1* 35 14'- I6- ' 15'-2' I6'-0• 35 .I4'-IO' 14'-10' ]5 I.5'-2• 16_-10_ 05 pal.ASID.DESIGN PRESSURE RATING. "I-VM UETERMTNM SPAN W--WEEN-L.'AND'l 40 13'-10• 13'-10- 14'-2' 15'-2'- 40 _ '-10- 1]'-10• 40 14'-2' 1'i-2' (3)PFNCLDURE 10 pETpt4NF YA%IYUM SPIN FOR 45 t3'-1• 13•-1•: 1J•-4• 14'-3•" _45_—_1313'-1-_ 13'-1' 45 13'-4' 14'-3'-- 't HV COPPER CENIERMATE/3 MAY BE USFO AT-AIL COMBINATIONS IN BETWEEN WALL MOUNPNGS _ 50 12'-5' 12'-5' 12'-B' 13'-7' 50 _12'-5-__12'-5'- --12;-3_-_13•_1• MOUNTING INS TIONS.LOCKING SPECIFICATIONS W/FLOOR/COLING NCUNTINGS: 55 111-10• 11'-10' 12'-1• 121-Il* 55 11'-10' II'-10•- 55 -_ 11'-1• 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION f2 FOR A GIVEN-POSIINE A.S.D.DESIGN PRESSURE _ 60 I1'=4' 11'-4' 11__r' 12'-4- 60_� _11'-4- _111_-4' 60 _ 101-2' ID'-11_ NOTE 15.SNET 5: RATING: 65 10•-10• ur-l0• it 11'-11' 65 10•-10• t0'-10' 65 _91-5- 10'-t' OELEfl MM. _ 1.1+-MAY.SPAN FOR WNL MOUNTING INSTALLATIONS. 70 t0'-0' 10'-6' 10'-9' I1'-5' 70 _ 10'-6' 10•-6• _ 70 - -_8'_-9_" 9-4• 1240 MAX.SPAN FOR BOOR/CEIIJNG MOUNTING 75--- 10'-1 10�I' 1D'-4- 11•-1• 75_ 10'-1• 10_-1- - 7S - 8•-9• tt OUTPT THAT IdAWUM SIMPLER SPAN 1."ON OISIAIATIONS. 80 __ '9'-10•' 9'-10' 10'-0' 10'-9' 110 91-10• 9'_10' -LAND MAXI , A.S.D.BMW PRESSURE RATING FOR FOR A GIVEN NEGATIVE ASA.DESIGN PRESSURF ---85 BSB' 9_6' 9'-9`- 10'-3' 85 9•-6' 9'-6' INST/llA71W5 N10 CONCRETE OR CONCRETE BLOCK RATING: 9=3' --EF--37- 97-5- 10-1• 90 9'-J' 9'-3'__ �1V4L BE UMRr'O A'FOLLOWS: DETERMINE! _ 95 W-0' B'-9• 9'-2' 9'-10" 95 9'-0' tl'-9' -CONNECTIONS TO KEYSTCH E MOUNTING L1-e MAX.-SPAN FOR WALL MOUNTING INSTALLATIONS. _100 _B'-9' 8•-4' 9'-0' 9'-7' 100 B'-9' B'-4' LIMNED.TO+64,-72 p.a.f..AND 8'-0'SPAN-SEE LZ MAX.SPAN FOR FLOOR/CEIL'NG MOUNBNC 4OU14TING OON SHFET 7. INSTALIAWNS. 105 B=7' 7-11_ e•-9' 9'-4• 105 1.-7' r-11' --T10 81-4- r-V• 81-70 9'-2' 110 8'-4- 7-7' DNAL MA BETWEEN N'-wIE SPAR R FOLIA.TO TNF. -_ 8'-2•__r-3•_ B'-4' 8'-11' TI5 Wl 2w�`_�=- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN v+-.vF:ZI- ANT)li-' 120 _81-0• 6'-11' 6'-2' B'-9• 120 8'-D' V-I1' (4)GO TO AN SCHDULE WRIT PIAL MAYTNUN 125 7'-10' V-8' W-o' tl'-S•. 125 7*-Rr 61-U' ALLOWABLE SPAN AND NEGTNE&S.D.DESIGN _,_130 r-8• 6'-5• ]'-10• 9'-1" 130 r-B• s-s•- WIND ZONE PRESSURE RATING TO I]ETERUINE NA%14UN ANCHOR 135 7'-7' 6'-2• ]'-9'. T-9' 135 7'-r -6•=z• MINIMUM SPAONG. 140__ r-5• s-ir 70--r .r-6• 140 : r-5' .5•-11- ASTM E-1996 SEPARATION 145 7'-J' S'-9' 7'-5' r-J• 145 - 7'-3' TO GLASS 150 ]'-2• W-r r-4' 7'-0• lso 71-2' V-7• -155 71-1 s'-5' 7'-2. 0-9' 155 r-o• 5'-�'-- I THRU 3 I" --160 6'-11' S'-2• 7'-1• .6•-7' 1GO 6'-II- 185 b•-i0' Y-I' r=0•. 17-4• 165 C-10• W-1' 170 8'-9• f' 11' 6'-11' 6'-2 170 6'-9' 175 6'-7• 4:-9' -6'-9- J�*-6e 175 V-70 4•-9- .180 6'-6' 4'-B•- � -8' ' ' 180 61-6• 4•-8- H V BLADE 4--6•" 8'-r 185 '6'-5• 4'-6' 190 6•-4• 4'-5" V-B• 190 B'-4' 4'-5• -3' --4'-3: '6'-5' 195 6'a' 4'-3' G--2' 4'-2' 6'-! 200 6'-Y• 4,-26- 4- e'-J' 205 6'-1 a-r FLORIDA BUDDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN NOTAL SUPPLY.NC. aWLMA uTIL paYA�.,, BERTHA HVTM iL ECO.No. A■S■S■A■ Accordion Shutter System KV.HAVE 81-W/OR W/O HV.W DOW HIVE TIWT TESTING k ENGINEERING COMPANY American Shutter Systems n9wmlw« wrz MUrr TN:LAnv. o. Association, Inc. 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MA))OMUM ANCHOR,SPAVNG AD-)SCHEDULE FOR GIVEN MAX,SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE YOUNBALS G G e N ON 91815 a•)) 1.ANCHORS TO SUBSTRATE SWVL.BE AS FOLLOWS: fellm moa[AYaamO eOOK 1•llA®Hzacm[ (A) TD E%6RNC WIRED CONCIU :(101 F.-J MSU @WALL SILL MOUNTING .©CEILING MOUNTING- H)FLOOR MOUNTING A� -1/4-A TAPCON OR TAFOON W0H ADVANCID TNREADFORM TEaLNOlD1.Y ANCHOR AS 1uNUrACFU F W LT-W-BUaCE]I.(u>..re-3 N4p 1/4'0.3/4"all:mms SOUO-SEr A,CNOR9.AS OSR00llTED BY ALL PONOS SCREW.BOLT e'sFEC,ITY COMPANY.(Mn:re-3"1 (NDL 711C1oW 11EdR w,Fc 0®,MO.7C IaT.mec AYAW Irm1 IP7AnE IR39H RmO -1/4 BLUE TAP CONCRETE AN4roRS w/CAP.AS MANUFACTURED W FLMDA FASTEIR Da r.INC.(V,I'P-2 Yap b a 60 73 Be 120 IN los xi w 60 Ta 00 120 100 M b b eo 71 90 IA 1W 3n5 TAPEON� -t/a'0 FAPPEA4 ANCIpRS AS MANUFALNRED BY POWERS FAST[IiDS,NC..AND OSDLBUTED BY ALL W]OS SCRW;BOLI'e SPEOMLtt 13 0. 9 e b s !. I LO v 0 e e I• 1 TAPCON WITH ADVMCO,. LbWANY OR ANY OBIFR APHtoVID UCWS[D OR AVIIURRFD VENDOR REGISIDND WITH WE AIERlCAN SHUTTER sfsmms 0. OCV•FION.IAL 1. 12 m v a e n o 1s 10 a e e li a 1! a N, v s e ¢ a HREADFORN rEtNNo<ocY DR.UM H 13 10 9 e e . 1.32 10 N e e 6. a u ix l0 9 e e e s AL f4HTs SOLID-SET 14 12 f0 'B E a 1 t•',2'10 9 e 0 e' a'11 12 ie 9 'e a fAVC lAP W/GAP ��NNIYVY EuSECU PRO POURED COHMM OF TAPCON OR TA N 1WlN AOVAMCEO THRFADIOFal TFLNN0.0GY ANCHORS AND TARW4 14 12 IO B 9 > Ss 33 14 ,x 10 9 e e a 0 11 R 10 e a e e a TAPPERf ANOgRs S 1 3/4•AND FOR BLUE TAP W/CAP ANnroRS s 1 1/2 i4 1r to o e e e' 14 Ix m v a• a a e 14 a to v e e eT s3 14 12 A. 14 Iz 10 0 a,.9 c •5 1• Il 1D 0 a 0 .,Je.' A2)YNWW NOEDUEIO OF 1/4.0.3/1"ALL PON15 SOLIO-SR ACNORS 5t4LL BE 7/8'INTO RE POURED LONCREIE.NO N ENI 1. l 1. v a B 'B ab 14 12 1v v' B 'a 0 SS 14 12 10 e B B 45 INTO STUCCO S,WL BE POMnm.1/4.0-30 SS.MA uE SCREW USED SNAL BE t 1/2-LONG M-I SHOULD STUCCO DvT.A'D 1: 10 s >5 m 5e - 1a 12 1. v e e e s I4 1x iv a e > u • > Y o Fm 1'uenwY FOR WALLS wnN.No STUCCO. 5'-0- a 12 to o e e's o u Ix la B' e a e u 14 1. 1. 1• 12 to 9 9 ) .4 - 14 12 l0 9 e a.S S 31 1• tz 10 6 0.a 1 }�`i. AJ)DI CYSE-NW PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VFTeER BE FWMO W WE EMSDNG WALL OR FLOOR. 12 10 9 a 73 u - e 'e 1 11 10 B B a 4 ANCNaRS SNAL BE LOAG'EMOUGN FD RFACN 1NE 1URI SDaICfIRE 6E]HND SVD WAL FlNINHES ANCiiDRI&_S1il`L BE AS NgCATEp ON 4 t2 OS 75 a3• a 12 10 9 )S ab a4 I♦ 12 1a NOTES At)tr A3)ABOVE.FOR 1NSFAWDONS ON VINYL MW OR DFS HRH OR MWOUT MEUL STUDS CONSULT TMS ENGWRR.FOR B'-0� 14 12 I_ B -8 9''M1 14 12 la 9""0 e a S I4 1] i0 a e flb S 15 INSTAUATION-0 Di5 WTM IOTA.SUDS SEE S.VU�20. 11 12 10 B)5 15 J - 1• 13 10 dg )15 -i- 1. i• ,2 0 a5 55 4 3 • t1 10 B e e - - 14 t2 1. e a e5 e m 14 1x 10e5 e a 4 - (B) TD ces TING CYNICRETE BLOCK:(ISTY c-9o) 14 12 -B e5>3 3 - - 14 12 10 0 B a5 49 J.5 11 12 10 0 > S >s 3 -1/4"0 TAPCON'OR TAPcON MTM ADVANCED DMEADFORY TECFNCLNy ANC)roFS.AS WNUF=URED'VY I.T.W. E)l W.BUB . 11 12 Tli itO 8 6' 0 - - 10 Y E -] ! � It li 10 1/4'I A3/4'ALL FONm 50W-SEF ARG110NS-DI.."MNNIED BY ALL POPN5 NCRDY.BOLT a�Lrf NIIPMT. - _ - _ _1/4Y BLUE TAP,CONCRETE ANCH.M R W/CAP-AS YAIUFACRO+ED BY rL M- FASTENERS D'NECT:IMC_ It i3 10 a W 1 - - fit B)5 s iS J19 14 0.a ) 19 43 JS___ -1/4"0 TAPPER!ANCHORS AS MANUrACTURED BY POWERS FA ENES,Na,AND D15TWBUTED BY ALL PON75 SCREW.BOLI k SPECNItt T.-It 7 BS ) 1 - - 12 10 9 5.a - x B 7)5- - - COI@ANY OR ANY OW-APPROVED NCENCD OR AUTHORBID VENDOR RECSFERCD MOH WE AY0-SN TIER SYSTEMS ASSOrJAF-.RK. 14 11 ) 5, • __ 12 10 9 )5 a5 1 - If 12 9 > 3 3 _ - . 8'-0 14 12 10 0, 0 OS - - 1!.13 10 9 e 0 - 11 12 10 a 63 6 ].S - .L7TE5: 14 Ix ab 1 !3 1 - - 14 11 8 03 55 4 3 - 113 94 0 14 3 - - MI)MNIYUM EYBEDMDn IMO CONCREF,BLOC,OF TAP .MUE TAP W/CAP ACNeR C AND TA4Di4 ANCIP-IS 1 1/4-AND TA'COH 14 12 BS]5G. - - - 14..12 95 a 05 1 - - la 12 5 0 93 4 - - WITH ADVANCED 1HEADFORY IECHNDILNY-ANcNoRS L5 1 IJ Bb a3 S' JS - _ 12 10 9 OS 6 11 U B 85 1 _ 9.-0. 11 Ut 10 0 !- - - H t 10 B 75 4 - - 14 T2 eb ) 55 4 - - O2)10NWUY EMBLVMENT OF 1/4"*M 3/4"All_WNIS SOLID-SET ANCHORS SHALL BE EMIRELY EY®DED NTD WE CONCRETE B -NO 115)5 0- - - - - - ! J5 - -- !a5 43- - EMBE➢ImR NTO S Ucaa SLOYL BE PCRMMm.1/4'a-20 SS YAODa:SCJ2CYY'USED S EE 1 1/2'LONG W=UM MlCULD SNUCDO 14 12 B a5 u - I2 85 ) 35 4 -- t4 103 ).53 6 ab - EXSf;AND 1'YINNYU4 FOR NAIS YYRII NO STUCCO. 15 e5 u • - 14 12 B - 11 1 > S.S•5 1! - 14 i2 10 V L. - - 14 Il 10 a e3 S - - 1i 12 a S - - B5)N CASE iHW PRECAST SIDNE,NRGIST CONCR[IE PAFD35,PAVERS OR ANY VENEER BE fOUfIO ON IxE EpSnNC WNL OR itDOft. IO'-0.1t 1ne) a 33 -- 1] 95 e5 5'4 J - la Z. a_- J _ - ANCIHORS STWL BE-ENOUGH TO RFAC1 WE E1MISTRUCTURE O ',,D SND WNL i1N91ES.AILTO1UCl 51WL BE AS NDTCAt[D ON 14 115 9 6 e - - 2.1 1.1 a S 4 4-±- NOTES B.1)a 8.2)ABOVE.FDR NSTALLADp ON VTOL SONNC OR FNS WDN.OR WITHOUT METAL STUDS CONSULT TNS ENODISER. 14 12 B B5 a5 4 - 13 10 eb"S J FOR NSIAIATION INTO EBS W11H 1QTAL STUU.S•SEE SNEET- 11'-0.14 .12 - _ _ _ _ 14 9 ; i 15 - - I9 105;.K5 15)b__ (C) ANCHORS S1NLL BE INSTALLED FOU-O AL OF THE RE000YD,D WNS AO.SPEaF C-OF WE AIGgR'S WNUFACTURER. i)5 95 a 12 9 B 3 ] _ T S ZS J _ 14 105 7 SS 15 - - - 1.5!V SS l9 l9- - 85 u 4 - GT 51E SCLEWIE BELOW FOR LOGE DlSTA:CE(EDJ VERSUS SPRUNG ISLATgH9M FTM ANQ10R5. 12'-1',14 12 10 - - - - - la 12 a as 55 - - - 1] 10 as S 1 - - - e3 15 - ___ 11. a S1 . ]J - B e 4 _ Y YWUY NKHOR.SPAGYifS ARE-FOR!D(:C UGTANCLS xAM'TED BClfrvr.FOR L D.If55 THW ilff P0G?DJ.REDUCE ANb10R SF'ALNG IS a3 S 1 - - 0.3 a 3 4 - - - - BY-DPLYd.G.yyAL1NG SHOW11 ON SLMDIIIE flYME iW1QA+X,:FIaT(MS 9 n5 - - t4 105 T 15 15 - _ 11 fl]a9 u JS - _ REDUC'O V-NG OBfNNED USINC FACTOR 51411 NOF BE LESS 1wW MNNUN SPACWD NOICALa FOR EACN ANONOR T11'E. 13•-0"t• to - - - _ __ to 1'S>5 : e _ _ _ 13 13 ; u 4--- FACTOR m _ _ _ _ _ _ 55 - - - BS s _ ; _ _ _ _ ACTUAL +�y�g5 t2 -,f+. 411T _ _ _ ,5 ] s _ _ _ _ EDGE TAPCON TAPCON WIIlL ADVANCED ALL FORM SO182 SET BLUE TAP w/CAP TAPPER 4 e 13 95 sa s _ _ _ _ 03>5 1 • _ _ _ _ g p DICTAICE THRMFORM TECHNOLOGY N.SPALY.n:! 14•-0•4 13 - - _ _ _ _ I4 05 ) �• MDI. CONCRETE a FACINaVSl.;5PA6VG-3" 1e1CURCD CONOtEIE Het P01mGD CYMCROE e l 3/4" T u as - - - - > a 3b 3 - - - - D W IosJn maoE'aar10eLE I100t Ill1aD moETe I2ML'C nmt ie _ _ _ _ - V I W CONUiETE-LOCK ITN Ea"I/1',WL FD..2 w CfIfIfRETE TPI � �'®"CCK ,eE FL•]1/r M-2 t/r En.r ,04 MTPI ED•s is - - - - - is 10 as - - - - o5s e'9 - - - - -" BLADE WORKING _ J" to Oso 1.0' o.7e_ 1.0 as4 to 16'-0' 0 _ _ _ _ _ _ BS e5 • _ _ _ _ _ 01 a J _ _ _ _ _ 2 1/2:. _- _.'�1--_-1'D. _ '0.87 1.0 To - - "ase-6 =-de`e-i'_ _ _ _ IN UNISON♦ y __M71 _ - - os1 - 5 eA Ob _ _ _ _ _ B 65♦A - - - - - 1 3/4' 0.91 - - - 0.43 10 B n _ _ _ _ _ 16 •5 ] _ _ _ _ _ 1 1 Y --419 _ - ___ _ am _ _ _ _ _ _ ab ) - - - - - e n _ - - - - FLORIDA BUILDING CODE Non High'Velocity Hurricane Zone 'p:TllClT ,,, ®2BERTHASIVTMa Accordion Shutter System L E C.O Ttic. ■ FLK MADE/1 W/OR W/O riv.'YAWON MADE ft '* American Shutter Systems - arSPna a1 E wwm w. - STATE ty TIWT TESTING h ENGINEERING COMPANY -1 OF a° Association. Inc. OLD+1-192 1 13/Ts caro 4/ F.. `aaa,vRF..:(M).-M v1 4268 Westroads Drive x Ia�w•.:(3m)ei-1]]o.Fa.:<m)s71-RVI _ DRAWING No ......D a Eoo)am..om WesE Palm Beach, FL 33407 ] !o;PSSAI ,r`` -mE w 15-085 p all -FLORA ta./u1e> n - _ SHEET P.E�SF'EJSII��lATURE/DATE a T3 OF 20 D V rn Z O u �' �(� fr- zN rilY Ic a Fr Wb3 , o ® U r Z o z n¢ � m_ W 1 c E o 4 Q o✓ �'� vn cn ����n wm� �!!G� ttU�� Q � ■N C�� 2� o4zw /w N = a= y 0 =a UqpQpQ gg Ijnj^ I!njl I I]I I!nl .II Ij�ll:l Ijn, ;Ijl Ijl Ijl ... . .... . . „i xm nml „jnnatnjn m!na!n;m nj.ann.+,: j�l. W A�m ........... n!m ' : !^:jm jnn�mnjman.�mm.:noin.rural J i�AL g n ^ I m]mlmjh mjn, „n„ nnnnn.nnm"ml�mnm.n � ��.. n+nen •I^�"I" Y n� OR n ^�^njn .I+n min nln nim dn!m 'mlm n!njm �y b. 1� Ij. . . .-E .... rrygrr c .^an ^n^am.^I j ihaI Ij�I IeI n ..I: I rni fjnjl I �. ... 51 Hk ^ ^ ^. I:bjl;l Ijl l rr'r'numwnn �; �$atatm.a�na�aaa-an�a.l In'al I I I� � I �Ijl I I I Ij'I I,. a ��""� �'a!am�^��oam n n..an�a.� ,�a11^.^jllln In Illljl LI III LjI � x�!_la_�"m__!ejmm�jm,^'aa^:aa�m.nm�aaaa^^ -!a!^Ila-I,aallnal ^;^!I�I ljnl n._=j."m+ mmi12n^^•nM.;.12-!m2m1mm,aai-:h^..;ani.. I„I.jl laal . m m!m I I Ijl III Ijljl Ij[ III I _.�>=em!ommjm mim mjojm d^ Ij1 I;I;Ijll I I x m m!mjm tl � i mljl]Ijl I I II I I wwm eje+or w w m e mel I I I ...gIg— !IAv1M:IM ASD DESIGN PRESSURE RSTING (n"e=i.)Ar:D CORRESPONDING MAXIMUM ANCHOR SPACING(jD,)'SCHmULE FOR A' MAXSHUrrER Saeu- NEGATIVEsA S.D.SDESIGN PRESSURE RATING ANA CORRESPONDING MOUNTING TYPE (sTx lrouvnNcs oN sNms 1a&n). n R SPRUCE'PINE SPRUCL PINE SOUTHERN PINE No.2 W/MIN.G�0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2'MIN.COX 2 W Ya4.G=OSS. FlR NORTH FlR SOUTH DOUGLAS FlR W/MIN.G-0.50, W/MIN.0-0.43 W/MIN.G-0.36 PLYWOOD' HI 0.50 W/ W/NTN.G=0.4J W MIN.G=U.16 srwN(N WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T' M.N.'O&R FLOOR MOUNTINGS LI,N.0'&R FLOOR MOUNTINGS M.N.O&R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL YOIINTINfS B.O.WALL MOUNTNBS 0.0.WALL MOUNDNGS W&X P&a S&v S&v S&v ®�RI�'Y WCC ®[«Aix 69 PD:@3[IPJR SYt W1 4g l¢, ®IEJT111QIR vna p9 a�11ltaEiflyrtl>C14 D8 a2] +[NSR itL YA Dp llnct 193atllac/n aSo 1T2a[INisllsx Y) 0410®[TnmA6ic(c1 JO 45 60]5 m OS m 4a 60 15 90 .30 4a 60 15 90 05 30 10 60]5 90 05 JO W 6D 75 90 05 30 10 F.75 90 05 30 10 60 15 90 a5 10 10 60]5 90 O5 30 s0 60]5 W OS b b 601]5 90 05 '-0"ORN 12 10. 10 9 tl 6 6 6. 6 6 6 6 12 10. 10 9 8 B a 6. 6 6 8 9 12 10 f0 9 6 8 8 6 6 6 6 6 6 5 t ♦ 4 J 12 12 12.12 12 12 12 12 12 12 12 ti 12 12 12 12 12 IT 4'-0' 12 10 la 9 6 8 6 6 6 6 6 6 12 10 10 9 8 8 a 6 6 6 8 fi 12 10 10 9 8 8 6 6 6 6 6 8 6 5 ! J 12 12 12 I2 12 12 12 12 1"1 12 12 12 12 12 12 12 12 I7 5•_a• 12 l0'10 9 8 8 6 a' 8 6' 6 5.5 12 10' 10 9 6 e 6 6_'6 6 6 5 11 10 10 9 0 T 6 6 6 6 6 5 fi 5'i ! 3 12 12 12 12 12 12 12.12 12 12 12 12 t2.1+_ 12 12 12 U 6'-0' 12 10 10 9 9 .5 a 6 6 6 5.5 4S 12 10 10 9 6 L 6 6 .5 5 a5 11 TO 10 9 4 .5 G 0 8 6 5 4.5 6 5 t 4 35 12 12 12 12 12 12 12 12 12. 12 li 11 12 12 12 12 10 A5 7'-0" 12 10 10 9 85 4 6. 6 6'.5 45 4 12 10 10 9 5 3 6. 6 6 5 4 33 12 10 10 7 5 - 6 6 6 5 4 3.5 6 5 t 4 12. 12 12 12 12 12 12 12 12 12 12 10..12 12 42 x58.5 T5 8'-0' 12 10 IO T.5 4:5.3 B 8 6 S ! 3.5 12 10 10 8 3.5 - 8 6 5 .5]9 ] 12 10 IO t. 8 6 5 .5 .5.-3 9 5 - 12 12 12 12 12 12 T2 12 t2 f 2'11 9S 12 12 I S 9'].S S 4 _ 12 10 10 S 3_.S- 6 6 5.5 3 J.5;J 1,2 10 _9 4 - - 8 8 t.5 4 J J 12 10 0 3 - G 6 t.5 0 J 'J 6 5 3.5- - - 12 12 12 12 12 10. 12 12 I2 t. 9.5 63 12 12 10 d .5 5.5 10'-0' 12 10 ]3 4 - 6 6 5 9 J_- 12 10 8 J _- 6 6 6 .5 3 - 12 1D 3 - - 6 6 4 .S 3 - 6 - 12 12 12 12 1.59.5 12 12 12 t0.83 TS 12 12 9 _] 6 S --I I'-00"-- 12 10 55- - B 8 15- - - 12 10 43- - 6 5.5 3.5- - 12 10 - - - _ 6 S 4 - - fi S -- - 12 12 12 12 10 B.S 12 12 12 95 B__) 12 12 8 .5 5S�3 12'-a' 12 10 <3- - 6 6 ♦ - - 12 10 J.5-_ 8 S 33- --12 10 _ 8 S 3.3--- 6 5 -- - - 12 12 12 1. 9 5 8 12 12 11 83 j 6 12 15].5 6 S _ 12 10-7-.- 6 6 _ _ 12 10 - - 6 t.5 - _ - 12_ .5 - - 6 !.5 - - - 6 .5 - - - 12 12 12 0 83]3/2 li 10 8 3 53 12 OS] SS�5 4 1!'-0' 12 10 - -- - 6 .5 - - 13 ) _ - .5'.5 - - 12 ) -- - .5 4.5 - - 6 3 - 12 12 12 9.5 8 6 12 12 9.5 9.5 6.5 S 4 ] 15'-p- 11 - - - 8 -- -- I2 - - - - - _ _ _ - 12 - - _ - - _ - 6 - - - 12 12 11 9 1.5 5 12 12 A0 T 6 1 12 9 6 5 1 16'-D' 12 - - - - - 6 - - - - 12 - - - - - 5 - - - - I. - - - _ - 5 - - - - 6� - - - - - 12 12 0.a.5 85 4 12 12 B 6.5 - n HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON F .09 +NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. L n4aaas To 1 TLaoR IN 6a1m W000 solTTr s1VLE AE As Ivor: J.-TE sw.u.e0NSm aP-PataAv+a: -samlaa4 PINE No.2 W/a.D..(rLos) 1/4Y iMa011 A1EaIDRS.A3 YNAfAaUNp AY I.T.W.BVADEI W/WIEYDY dBTODUR A9 B01L4iED AT -fYM1GA TOT W/G-W LND.i) CIO,SCCIpN tll a-11 A I). -SMdCE PWf M NORM O/O-a. acEP a sEE IIOR 2 aLLnW. -sr4dxz POE ruI soIEN y c-B.36(nos) -YH 1/2"-PLY.10W(1996 MA) 2.WICW.TS TO IWUDW aH➢Ta 61WL IE Aa PEA 4101➢IfY4a TYPE U.511EET 1T AIO 514NL COKS6T K VD SCI6,M5 A6 PER 10S 2042 SPFLaIGipni 4.NR11a5 514NL BE06TIllEp TOLLaIY t ALL OF TIE ISLWYIIIWIIOMi NID SPEta1G110N6 Di inE A-VAT'S YV PBRIR. FLORIDA BUILDING CODE(Non Higtl Velocity Hurricane Zpnc ®2015 GSTDUT USAL SUPPLY.INC. BERTHA HVTM A S S A Accordion Shutter System TRUE C O,■c. HV.RADE®1 W/OR W/0 NV.WINDOW antlE HLLT TESTING&ENGINEERING COMPANY American Shutter Systems n.1 mrmT4la. oATc - A4167 aTI N,.xa.INsT&E ENGINEERING TAMPAnl Association. Inc. OLD 11-192 t/u/r w1E 4/13/15 �0& c Pirorw:(3os)a]I-i5a.rw:(sos)an-15J1 4268 Wzslro0tls Drrve 2 ORAWING No * rm=®-COOB,IO'mm West Palm Beach, FL 33407 3 15-085 ice, ,En,4a'A I:il .5. SHEET 139 EAL)* E 15 OF 20 INSTALLATION DETAILS ON EXISTfNG WOOD 'BUILDINGS FOR 1 HV & q% 'HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPA 0 - FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 LYS ALL BE LIMITED TO 105:0 psf. A.S.D. DESIGN PRESSURE NG SEE S 19 FOR X SPAN (�1'r TWOON oR e c n DESIGN P1 ESSURE RATING! FOR INSTALLATION WITH BLADE 1 dE WORKING IN: UNISON / f �THREADFORu TE IWCT�CON ADvm=1HP.FAOfORM IECHNOLf1GY tK TNREAON WN TZ-- W/1 1/3•Min.PENEIMTWN Or 1HREMED MFA TO E .NG 1 vt gA'MnW 1 OR c:tr "� Exmwc Woad If;AOER. _- I waoo NErnEn.(s¢salmLaE on sHEEr fs) 1 m ars faE 'O L7' 0— R (SFE'SCNIDUEE ON SHEET 15) /1.5.5.wEHUR. SU4DLLE EYI cEET _ �® I. V•' SCEIYS 1/1 w/ •-3o Nm ~-�R EOR TV 1 OI S 19" I t 3 / � /(� 1•uH.-.- o+z•O.C. E%SnNG IiAIIS DIa Q]�Y \ 111 II `J Lo To nA11iw =1 liJ ntat 1 tarnNc Yx _ „ 2•.1•WOOD :- � ISRIC YIN. ' HrADER REOUREU QOR® •_ I 2•.1'w000 I / `\ -. ' I�'o iN`CCN OR r oN.win,MVM1Cfa. i]EISRNa 1 1 N17DCN REWMIO / 11{ 1{ ThRFAOFORM TECHNOLOGY W/1 1wt SO1PARa! I I 1 -""Cts Yi._PCNETRA110N Of 11 MFA To F+Ass-i mars(� t 1 I' Lxelwc woDo NFroo+. YN.SEPA=O lU GUS'1 ,t t----1�Ea��ya— E%IS NG (SEE 5(]IED(AE ON SHLtiT 11) (SFE SCHFOLLF aN 9KCI 15) 1 ON 9QT 19 Tai 's--1 ,�_ 1. t_. \�.2•.1•CONI.SILL IlI11ES 1fl 3'�/1 J _-- I - l PXE REo'D. 1-- ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OHV WALL HEADER INSTALLATION ' I I OOGIINO t' TSNFET MX TO GIMSS .. T_____-_ I —I—SCHEDULE ON EX611NG 1—('T•i1 SCHEDULE ON SHEEP 11)- - E%ISRNc- 1 ire( ,� 0 (sgsaIEDUIEONrosNFl 54455—tSCr (IRr'-illi I(gkF) 1 1 MACHME.--,oS REO'D. o M y/a•o-21h]/1.5.5. \ I t151NC 1/1•-.^0 V LJ FCN WE SCREWS ry 1 s / I I 1 'D 12'O.C. l.. _W,� = 1/1•-2o NUfS O 13• 1 I O.C. 1 muu o- REob. M I ll I 1 -EO•'--Ea_ � -1•Ern. um. { 11 ` I E TAwv x fNoLoGTWOON WGH ADVANCED1/2' �1 1 1 TNREeDEORu lECf11WLDGY W/11/2- �� I ,' ti \ • 111 3•.1 CPM.1 _ Yin.PINLINA1pNsu Or THRVDLD IfF.A 10 TNYgN CR TMCON 0111 ADVANCED 1 LL 1/1.0 TMCON OR tlSTIE: 1 REO:�Th (RON WET 15) THNFAOfDAM TECH OF THREADED 1 N WtD1 ADVANCED 1-SEE SHEET 1 FOq IYRCY. h 1 Ym.PFA2laATNIN /tffA NT0 KL000 TIREAOFORM TECHNOLOGY NOLOGY W/1/2• 1MCOSHURER A4EYOLY. l 1_i 1 HALL FWE91 (SGL SCNEUNE ON.SxFET.15) ry TNG YW.2•a1• 1/2 YW W/1/2•Yin.PENETPAD OF 2-NOUMWG SECTIONS CAN BE STUDS D 16.O.C.W:X. R.rWaaD NEob' THREADED MEA WTO PLYWOOD C04SINED IN ANY WlY t0 i/2•.uw.mx R]W00o aEa'D. aro'o.RLYW000.TO DE WALL Funsl�—(5TE saeDlu off sw;Er 1s) ;urt AHv WsrA7.uTwN. ®HV WALL SILL INSTALLATION f%h11NCMN.3•a1•SNDS D 16'O,C.YAIL REO'0. ATTACHED To S W R.YA'ODO TO DE ATTAa1E0 10 SNos W AEGON a ACCORD m—1 wm1 sLclan aloe of 711E F.e.C. sEcnaW 1laa or THE QO HV WALL SILL INSTALLATION •sL 1'1Sn0N5 (H)W WALL SILL INSTALLATION FZ.C. a°E h " ' FLORIDA BUILDING CODE(Mon Riyh.Velocity Hurricane Zone D 2015 EASTERN YVT SUPPLY,INC. °mss' BERTHA HVT. Accordion Shutter Sy stemECO ■ . A S S A■IL FLV. MADE gt w/OR W/0 HV.WIN)ON RAW •+`M•�o"""' : = TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems aaa,,.la,l DArt ow,W+m: N. ]an 5t,se.,Jro.wlaa O.vaOa,nwa]]I A3000Iationn Inc. CED i1-192 1 IJ/15 OAm: 4/IS/1S °�rnon.:(]05)871-1530•EaR;(Tos)e71-15]1 4268 West-ods Drive a DWING Na a' a wades Wept Palm Booch, FL 37407 3 1RA5-085 RI %�O,c'•."LOOp`.••���',s`� wrLTE®w 1�w6i7r19o-.P.E. ' F G nnROA D./44157 a SHEET P.E SSIQHAVf(6 DATE 6 IS OF 20 INSTALLATION DETAILS ON.-EXISTING WOOD :BUILDINGS FOR 1 :HV & .HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BWEn ONLY SHALL BE LIMITED.TO 105.0.'psf. A.S.D. DESIGN PRESSURE_RATING. 'SEE SHEET 19 FOR MAX WALL nxm1 SPAN &' DESIGN C-045:176g INSTALLATION WITH BLADE 1 & �•WORKING IN:UNISON -EO EO- 2' I YAPIbN WTM AttCm 4000((�[IIS C _I .BIDE QF APPar18E) TMREAOFORL iEC11NOLOOY _- YI/1 1/2" 1RNE OGY I/a'0-1Eh3/�-5.5. OF N�N _ 9 _ _ _ OF,RIRFADED MEA TO 1•. PHtWPS i1.U5e HEAD TO BE CERTR,ED BY EM,STI.-1 XGOER. 'I'NN.�I W,rNNE SCRENS RCaSfEnEO EN TEER OR � E%,SiWC.w00D (SQ Sa®U!F ON Brn 15) I I w/1/a"-2C NUTS ARCNRECT—TD 0 0 "'S"'OR -r o'rz'O.0 slurlErs wsrAtuTYJN. B..REWIRM /•gym I 1/a'0 TIYCON OR • L"� IN'LON VIIIH AWANCEO IMSTINC SOFTIT n .ZS7' VRFA0FOF0I TECHNOIOCY 3/a YO..TWT. f W.. w/.t T%Z'Itn.PENETRA1lON '1413/4' / -E �:a1t/B'COM.ALW.IIIlE OF 1HRIADED MEA i0 [0 C yI - 606]-i6 ALLOY)N/ 1" ` I. OPnoNa F]06rDFC W000 f1FMFA. Y 6'O.C. (J) lM SCREWS i0 I( SNEOULE ON SN[FT 15) _ I 1 or©or 1© EACH5/16'0 RPFIOi OR TRU65.' Or Q Or 1© I LOCATE V&SatEWS AT 1 •'Ei51VIG ICN 110• 1 I I I I l'EBU•,( W.NON . I_I OPEN BME AT FAC,1-- 40TH)w/2'W- OPEN CLASS - XEMEA KWO YIN.SEPAMTION TO QA I • STUD 10 ACCEPT I�f Piilf.T,UnON OF iFUtGUEO (SEE SCHEOAC'ON SNEEi 11) R' I yI ti/I6'I UO STREW ' MFA VWD EOR i GUSS.--I 3 A,CFN,ER Or TUB'_. ,RST-110 S WIIX 72,- -_-_-,t_—�_ I_ W.AS.O.OE6IGN LOM AVD [�HV WALL'HEADER INSTALLATION Iia EDmND i Nr g-o usesrM. 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HV.aADE 91 W/CR W/O KV.WI�OHMAE 5* Amerlean Shaffer Systeme oDsrR,.,w„ w.n auB„er: Y VILER TESnNG&ENGINEERING COMPANY AssOcla{I00, Ino. , OLD 11-1.2 4/I3/15 0— 4/13/15 "a STATF nF °'JOx '" p1'fOfID'`]'1 4268 Westraads Drive x WI }T+ •I��F'`<OpIDP: ��'�•`� �719Ylesl Palm Beach, Fl 33407 DRAWING Na ] - 15-085 ,may)tss'•• G\�]]`` ItLL11A A OWI x.P.E. �N RwOA,ic.♦f N,6i SHEET P.E.�196A1!{ N 1�E/DATE 9 OF20 r /2.aau wa INSTALLATIONS W/ni .HV BLADE & HV CENTERMATES �1 IZ°°°'"°•r " G�`w w vu Es INTO METAL STUD WALLS Inn.e-eo rxv.sIm ;2;.va•.,•. >Ic c Q:oe3- h r Unna srurs a,a-oc. w ( 436 a°� ® 1/4"e NOMINAL — /2 a7s OANDNS- USE ALUMINUM SLEEVE AILIHER 6063-T5 ALLOY 3/.• s+/a•,o.nu•TNGf vaE 43c ") 430 g 12 _ ! CVSTFAA INST'�/tTIONTO METAL STUD WALLS cttn.•rxv.sRn.Prnl Nc,_ a a-o.d. o e'oa^ SEPARATION nsry A-cv wsE w uo TO GLASS SCHEDULE t4 1 V sriOm oN I sTw E 39.I 1.MAX.A.S.D. DESIGN PRESSURE RATING:+75, - 75 (pV) 2.MAX. 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