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orida Building Code Online htlps:UwWW rioriciabmtamg.org/pr/pr app a1l.aspxtpamm=wcjr-vA... ;Mgug PA, MIN ....c.�s'1...s.,dt_.n.::..t d. .r. ...-:.�-_u 7.«_..e..ak.... .,....._. ...-.�_..-._ L VY�."a'u'asim?£25.1&T�2o c.K✓:e",art^..,.�-�..�'.'L_a,.3y�-':1.? 6M Home Ing rn User Registration Hot Topics SobmRSwdwP Scouts Fz Pl�ns FBCWZW UMSURaP WAS Search Product Approval ¢:. -•IESi3t:Pt�Itc User 4 ?gdu4t Aomnval Mein>Prytt or Aa ckatton Searth>per Lat�Rl�t>AypYmDda4 r t,; FL# FL389-R9 Application Type Revision Code Version 2017 Application status RECEIVED Approved CommentsArchived JUN 2 2 21313 Product Manufactu r$T. LUi:ier.,Cggnty, Permitting American Shutter Systems Association,Inc. Address/Phone/Ercall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irodriguez@easternmetai.cem Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordton Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardoopy Received Florida Engineer or Architect Name who developed th ation Waiter A..Tillit,Jr P.E. Report Florida License PE-44167 Quality Assurance Entity -0 National Aareditaihm and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 4Q Validation Checidist-Hardcopy Received Certificate of Independence FI,3A91_Rp_Ct7I A?ibWf,A.N.S+I1jTrFRSY4TEM.A$$9(Z�,I('1C.._nRA!"13Pir_>7_107...0 TIFICATE �L B9 Rg COI AM AN SH_UTfERSYSTEMS ASSOC••I-3i 0R6"tIN617-1¢ r [ CA ON OF ifab P€NN .L)=PSE Fi?ongn rnT nR4Kl??tnrlH!jTfi?. Y7Ff�S Cf'^.ira';_°'sr ?,] ! .w� '7 !a;7 {= Referenced Standard and Year(of Standard) ,Standa 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 Product Approval Method Method 1 Option D of 2 11412019,5-.19 PM r arida Building Code(}mine iiups://www.norjafwuiiamg.orgipripi�_upp_3iti.dapx iparruu—wvr,Y n... Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,plumber or mama Option ,389.1 Bertha HV Accordion Shutter-Blade 3-(Non- Ddruded aluminum interlocking blades retained byfraths(tap and botDom)for We)-Dru917-108 storm protection I Limits or Use ftiliatlation Instructions Approved for use in HVHZ:NoF g �i ►t)f,An Hi t)1 E#c 5 Kli u£tfjuf Iv�.l LIA8—9.1kK11182bi j Approved for use outside"VIM Yes AfiCORRIQSHAM SY$I€£2 ep Impact Resistant:Yes Verified By.Arnedmn Test Lab of South Florida Icr. Design Pressure:N/A Created by Independent Third lRaity:Yes Other:Large Missile Level"D".Max span is 12'-3'for 40 psf positive ASD load Evaluation Reports }and 13=D"for 35pstnegative ASD load the MSbtadewitvAndvmblade,Y Ft.369 R il1EAt�Ri�A�S�iiT�RSYST011S D 17-1438 PRfsnil f for 114 psf ASD load for HV3 blade w/o window blade and 8=11"for 62 psf, EVAI..!!AI OSf RMOX PDF 9'-11'for 55 psf HV3 blade w/window blade working in unisomMax.span far HV3 Created by Independent Third Party:Yes blade w/o window blade far installations Into Metal Stud walls is 79'for max. ASD pressure rating of+72,-72 and 84'for+64*-64 psf.See sheet S for alta' 1 spans and ASD pressures. i 389.2 . .. .,. Bertha H...... .. .... .., _ .... ._. _.... _. ... ... _....... _ .._..._ ...,--- - -..... .. ., • - V Accordion Shutter-Blade I Only Extruded aluminum InterloddRg blades ruined by tracks(top and bottom)for (Nan-WH23-Drwg 17-107 storm protection __..__......... _._. ._.. - ..._._......._........ Limits of Use Insta"Idon Russsuetiona, Approved for use in MVHZt Na FIS^q `gyp l A rFf S_CA14.S 1U"9il_W1a i Al2%S-0—C, 3f;Q D8AVd1Ii IaSQ7 1 Approved for use outside HVHZ:Yes M&M-K gCQgpION SHINg�yA.PDF Impact Resistant Yes Verified By:Ameri[an Test lab of South Florida Inc Design Pressure:1flA Created by Independent Thud Party=Yes i Other:Large missile level'W.Max.Span is 16'-0"for 30 psf negative ASD Evaluatlen Reports load depending on centermates and koctdrig and configuration for the HVI blade, N,.-SH 1QR SYSTEM ..INC. DRAAMN 17-107 8'-0'for+64,-72 p.s.f.A.S.D.load for HV blade for Keystone mountings 7"-0" PRODUCT CirF lM DATION R QP P F p.s f.for metals stud mountings and 8'-4"for 110 psf.for HV1A working In Created by Independent Wird party:Yes unison.See sheets 7,11 and 20 respectively of installation drawings far other 'spans and pressures. :389.3 Bertha HV Accordion Shutter-Ci M110-(Non- Bitrucled aluminum Interlocking blades retained by backs(top and bottom)for HVHZ)-Drwg 17-106 strum protection !Limits of use Instalflatiaa Instructions Approved for use In HVHZ:No f!—3'q q R9 11 A r_P fRlcl R-1ifftyL 5YS rtn4S 8b`IQc;._�n}t URAth jkvt;i i yt, Approved for use outside HVHZ:Yes BERTHA HV ACCORDION SHU iFER SY_P.E 1 Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:NIA Created by Independent Turd party;Yes Other:Large missile.Max.16'-D"span at 30 psf ASD toad for!Sade 1 and Evaluation Reparta 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respectively FL389 x� AE AMERFCA�S��R SYS EMS AS50� S�Cy_QRA}yIP(G t 11-106 PRODUCT EVALUATION REPORT.PpF Created by Indeaendent'rhird Party:Yes S� S .?1s:zeal ft�'��aemt.Tlft.�aaa 1��aro-asp-tsza • 'tire State att7aridaGanngrf£aempbbsa; Under Ftattda law,euwfladd[asses ace ptZc reeads.nycuda aotwauYraiaeras-3a rehaRedrareslonsaW aFAWra'.aid:mpeO.da uotsetd etacho txmoW We;et�mk' carlm the of eW phone oral uadtfonal mat uyou have any qnssm,p�am7ita28S9A8i.139S.•lur�taW setltn4ss27Sl1).TWVJaS=#2s,etftre0dabuL2o12,fiems.--**gwdttnflnchapter Cys,F.S.must pmvnabig Departmentwithanemaladdres trumhaveene.7WemampravidedMay betsedro-alatwcutmta euAtbetmrsee.Howevvrrremaladdsa-epugarecoarryoatlfliwtwishtosuppya personal address,please pavide the Depumeot tdahan emaa tress ct&h can tie madearmlffaW the pugs.Ta dztesmtm ifyouam aroersee mvdarOgdar4;S!i.FS.,ftp drJt trip.• P-tx*AppaotrAAtr M�—X EB0 Cnadit Card safe a 1 of 2 1/4/2018,5:19 PM -- 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTtP.E.6.)tL0.S BEEN VERIFIED FOF2 COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDRiON)OF'ME FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOC HURRICANE ZONES. DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC MIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL SABLE OF CONTENTS 8E INSTALLED WITH A 0(RwrioNAUTY FACTOR Kd<D.es,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON'SHEETS 11 THRU 15,19&2D. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL,BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(D BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASLO)DESIGII PRESSURE RATINGS NDK:ATE)ON SHEETS it TH L,15, to&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 w INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 _ SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL COMPONENTS NTSEM6LY 38-37 SHEET 4 ATL REPORTS: SHUTTER TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-a3,00715.01-03,#1004.01-05,#121441-05,$0317.02-D6.#0609.01-10 AND#0210-01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA.2- HV BLADE(1)AND W WINDOW BLADE (fly AND E-1096 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3),&0220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE p+ 40505.01-08 AS PER ASTM E^1886 AND E-1996(MISSILE LEVEL D.WND ZONES 1.2,3)BASIC PROTECTION ONLY AND#0725.01-68 AS PER TAS 202 PROTOCOL 'TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV SLADEDi.AND HV WINDOW BLADE Q 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,N.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#T 4x2.75'ANDtl14s1.75'RESPECTNEL.Y,410-HT MINIMUM SERIES CENTERMATE SAILS KV SHEET STAMLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHIFT B COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS 30.0 Mi AND 35.7 ksi FOR END.CONNECTION DETAILS 1-6;CONCRETE/BLOCK SHEET 10 6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH SCHEDULE-CONCRETE&BLOCK SHEET 12 5TRENAND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY Y7/FLORIDAORIDA BUILDING CO CODE SECTION 241},3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASR1 A-307 CALVAN12ED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD* SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1): 12.13.14,15 AND 20 _INSTALLATION DETAILS M-R,WOOD SHEET is HV BLADE(1)&0 WORKING N UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATEW#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR N PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET IB METAL SUPPLY,INC. AREA 3• W ) DOW BLADE (W ONLY 9.li SHALL BE THE COMPONENT EDGES OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AL SHUTTER COMPNiOJEGES WHICH REMAIN,THRU FASTENING 1N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT LINO/RAIN INTRUSION_ TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4 W( O„�OW Bt,(�E- ONLY CENTERMHV ATES AND ENGAGE OR LOCK ALL AND HD LOCKS. 11.SHUTTER MANUFACRIRWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SKALL BE INSTALLATION DETAILS.METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20NING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(I)THIS RED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE h.ED. (D)CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND NSTA.[ARON INCLUDING LIFE SATIETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S-RESPONSIBILITY. (c)THIS P,E.D,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA 1 RESP NSBLLEEEFOR THFIC E PROJECTS SE OF THBE EE P.E.D.ENGINEERARED BY A DA O RECORD,AC71NGENGNAS A DELEGATED ENEER OR ARCH17ECT GNEERCH WILL TO THE P.E.D.ENGINTHE GINEER OF RECORD EER SHALL SUBMrr To THIS LATTER THE PROJECT ITE SPECIFICHO WILL DRAWIN DRAWINGS REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Tr. FLORIDA BUILDING CODE(Hon High Velocit Hurric.Qne Zone III � '&41i% ' 02017 TILTECO•INC. 402017 EASTERN META.SUPPLY.INC. 7.Pj,EAIA.`'9 x /VILM"c w (� �+ H TM _ Q AT, ■j7■A. Accordion Shutter System Kv BLADE#1 W/CR W%o HAL 4NNDI7W BLADE �lilAA 6� v TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Eu N pE5{YTMRDN aA pltarN Br La ~L • L4 635!H.W.36N.SL.SIA.305.YI"M IAROS45.RINIDA S31fi Association, Inc. t OLD 15-085 7/27/1 aATT:: 07/27/1 Phony:(30071-1530.Fu::(305)871»1531 4268 Westroods Drive 2 ........ H �'�Gld o-mai:Udecoftw- West Palm Beach, FL 33407 3 DRAWING No _ [� 1 M-0006719 {•7,,,,107 �L1�QAlA�IC 1y,ll WAFTER A.T/u!T Jr.P.E. a SHEET 1Jf P.E. 1%YfSfIC'tNA'R1RE/DATE &M tie,t 44167 s 6 1 OF 70 _.. ----- ' �»jnan fvwwn.ae?+tt><. -_. -.. _g •.. _.__ vont iB .9t' - - r. 4.365'� 4 7t' rfl-7— 887• kx". 4,999' ,/ 6`Ti. S HV SOLID BLADE (S)Jly 9�/LRQ' STARTER 3 HV.2WYER$AL FLOATER \ QUALIFIED OR USE Wf COVERED UNDER US PATENT 5458178 z QUALIFIED FOR USE W/HV BLADE 10 IEC 09111 ,/ HV BLADE 1 S�A HV W DOW NLADE* 6005-75 ALLOY AND TEM?ER QUALIFlED FOR U(SE W kV;' 6063-T6 ALLOY AND TEMPER E LIMITA'�fI0N5 OF USE_OF BLADE'8 ON S Ef 19 `"0. 6063-T6 ABL OYY AND TEMPER` '37" [-, ''6063 76 ALE6Y•AND TEMPER 3.226' 1 m0" ,..�,. `. 085' 267 3. 6' 1 D1P I .99;' 7 A00` ci w 072 642 4 `t4 a n 4.897' AN .87 2.092' ,nI 07 } / A01 ADAPTER W/LIP I 1 ,�.`6 .--_.._,...._._.. O 72" 9" 1920.- 1.375" 226" QUALIFIED FOR USE Wf HV (8'1HV WALK--OVER TRACK _ �6 HY AD BLAOE U FOR U E Wf HV {9�HY TRENCH TRACK' -55 3.7sa" FLOOR TRACK 0Y ANO TEMPER B E 1 QUALIFIED FOR 15E W/FIV QUALIFIED FOR USE W/ HV 6063-1`6 ALL&Y TEMPER BLADE01 ONLY. IA NV RAINGUARD 13LADE 2 ht 063-TS ALLOY AND TEMPER QUALIFIED FOR U(J��),E W/HV 6063-T6 ALLOY AND TEMPER VAWE6 "'` 6' BLADE I VARIES 1.936* 6063-T6 ALLOY k 0 TEMPER 1917'. .100 !i),^'? .. I a +I .12 1 "I .093_ _ _ x93'� 060 670 ,686' 670 't . 520" '., 167 e 7 1 HV HER/SILL mq 11 HV CEILING HEADED EAD13 HD FILING 14MER 514! 0 FIED FOR USE W HV BLADE ONLY, QUALIFIED FOR USE W/HV BLADE fOi LY 4 ( I1 AD RL SI iYY�- 6063-T6 At.tOY ANO TEMPE _-QUALIFIED FOR USE Wj HV?BLADE i `t 4.1 HD WALL HE SILL SEE SECTIONS FOR VALIDI `�,�, ,ISE E SECT(ONS:,FQWvALIDRY. QUALIFIED FOUSE VI/ W 6063-T6 ALLOY AND TEMPER �A11-aY ANt)TEMPER BLADE 1 ONLY. 6053-T6 ALLOY AND TEMPER T COtdPONENT A a Tt T2 X Y t �'I !-0hl M1EM1L Y MN t i 2' 2' 0:725' I t' ,• :082" 2' "5MAX. 1/81/6^ 1 � ^ 3• 3' 10.00^ 1 t18 � 2' S'MAX. 0.192" 0.792'" SIDE ANGLESCdRNER POSTS QUALIFIED FOR USE W/ FIV ALUMINUM ANGLES 1119IM 2.5' T %. 0.190- 0,19p' uAUFiEDFOR USE wf HV BLADE Q QUALIFIED FOP_USE W1 HV BLADE 6 6063-T6 ALLOY AND TEMPER BLADE 7 ONLY. 6063-T6 ALLOY AND TEMPER I 2' S^MAXI 0.,39^ 0.131` 6063-176 ALLOY AND TEMPER rrrsrenr FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone #### 9 02017 OLTECO,INC. 002017 EwmvN METAL SUPPLY,INC. a p= 3 i✓ !N—C. BERTHAv TMI Accordion Shutter S ystemA ■ HV. MADE #1 W/OR W/0 H.V.WNWN BLADE a ? American Shutter Systems� f t,} TILLIT TESTING & ENGINEERING.COMPANY Inc. 'R oFsaBen°t+ vAtt RD277 6''' L.c' YY��TT d eas6 x.w.361e.st,s aha,Nacwu cw94s,n°�ca 3316 Association, c , OLD 1s-oes 7/zr/1 DAre: 07/27/n fl�' A7¢�� ` ph.":(3051871-1530.Fc.:(21061871-1531 4258 Westroods Drive 2 DRAWING Na « �#�+'•. •' a—ma�Otepc®ool.com West Palm Beach, FL 33407 3 17-107 stn t{9# aaa67re •••,••ti$'.��,# YbitTER A TwJr.P.E Ar7tiIKE/DATE FLORIDA u`0 44167 5 SHEET 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (a EIY V �, ill ' i 12 T6N. LFAF PCE 4 '-� - _. .0625' Qj HV BLADE 1 1 .1875' - ' 11N BLADE to I ITV Wt i!BLADE .0625- .y A626 .0825' VS HV LONG RECESSED NYLON BUSHING az ; j ro KNUCKLES ( 0 OPENOi 1875 Y `Vi .0625 N (TYP) HV SHORT RECESSED NYLON BUSHINGON 39 {� I ® HV NYLON HAT WASHER OR(7f oiyti II 'T.. `°R R1 f 350" HV WHEEL CARRIAGE AISI 302-303 SERIESX74 0.670"x3/16" THICK NYLON WHEEL 2 7/6 MN•� Nv 1aNOrnr �' ! ,, 315'0 I MOON 1 03.0 0.188`0 AISI 302 SERIES S.S. RIVErs SEPARAM 7500' �'�, 1 ( ! BETWEEN BLADE .;0825` C9 HV 1 3j4"ACCORDION PIN W/ #8 HEAD * EXTERIOR t ¢?() OPEENW OM CENTERS Sisk T- 175w @ HV 2 3/4" ACCORDION PIN W/ a8 HEAD 41 4 " o " 2 1/4 1 rr 0.R Fl�eTM 1 + B !TYPICAL HV WINDOW BLADE f1 Al AND 4 POLYCAR@ONATE IMPACT RESISTANT HV WINDOW i i r; I T I ( r + POLYCARBONATE HV WINDOW ZETAIL DOR Q� or 43 i i t I v.r.s.' 3 (SEE NOTE FOR REQUIREMENTS) i I OOR (13 i *POLYCARSONATE'IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE * ( I 12'MIN.dEAM ICE RESINS, UV-STABILIZED GRADE OR SABIC PIN REQUIREMENTS AT EMIOR BLADE KNUCKLE FORr TO BLADE BO M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 3 (SEE NOTE "F' ON SHEET 19). N � ©OR ® ! (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ` 3 6 { O 3 I I I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR { POLYCARBQNATE SOURCES FOR 44 HV 9 BLADE. I ! + I EXTERIOR AsPrxAe>mcAuerotF RAT PmotL PNOPA6�CAL SHUTESSEMBLY x�eoaAve HV PIN 42bR 4 AT REFERu 101Q' ( "'� {2} NV PON ®MAY BE USED IN LIEU OF AND ONLY AT E1GTROR BLADE'S KNUCKLE. EUt5681: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324--� {SEE NOTE:FOR ria C%= wcm UM Dau roll' 0.0.0.3 mjn BLADE WHEN CORRESPONDING TO INSTALLATION "IT", SHEET 7. 048"-- REQUIREMENTS) 0SIM V, + S 10lS6f new SMITH ASN Ds--b 5,W0 w, s:m o-c P.' Z ? t 113"',VMMGTN A7 Y= ASTV CM1ysGGµ0.L 0,40p.aL (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 8'� II� {{; FLFLVIUJL I2DWXS A'PA D780 34ac00µat 343.400"" SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEEP O + i I wc,D qm AM,m5a 16 Er-x! 17 rr-eM FNiE£tlRN1NR flLeua[',FN:TCS• I SMO DENS6Y ASN 02843 47.2 x 645--MAX i HEAL CARRIAGE DETAIL 5�(QLY LAYOUT "-r of euR8I* ASN 0435 C-1 Cuss c-1 cuss `? P.s. N., SAF tQ01tON ASM 01526 lafa'P Sea'F 5'.EpT6F@KI',• ASM 0155 1EI491E'u'RvT9fK A`472—v-4ASTM 838 8302µat MO (1) HV BLADE SOLID & Q `A HV WINDOW BLADE DETAILS '" "rte"` "°' 'a°� aµ" N.T.S. yE7)aNtlJ�esigs>moo` FLORIDA BUILDING CODE(Non High Velocq Hurricane Zone 4 t' 02017 EASTERN METAL SUPPLY,INC. `3,QZ ••',{.I`1VS�' 7.��5 62017 MTECO,INC. '.�, 1Y ��••,-T BERTHA HVTI., A.S.S.A. 1L E t � Accordion Shutter System H.V. BLADE#1 W/OR W/o N.V.WINDOW BLADE I h American Shutter Systems EV.N DESCNIPDON DAIS DRAWN BY: L.C. ' , TtLUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD'15-085 !27/1 DATE: 07/27/17 • {J •'.. .......��iA.••�,L�ty y1 6355 NW.301t,SL.SU.M.VIRGIN%GARDENS.FlARmA 3318 Pgg":(305)871-1530.Fax:(305)671-1531 '1.265 Westroatls Drive 2 - DRAWING No t$'`S/(,{IjAiyt.j"O'9 a-moCe�aauel cam West Palm Beach, FL 33407 3 17-1{ 7 +'� WALTER A.VLUT tr.P.E. 4 S +iGNA FLORVA Lia 9 44167 6 P.E. SEAL/SIGNATURE/DATE B SHEET OF 20 . 1 c�� a3 fle. ° *NOTES ON HV LOCOS AND CE{�jERMATES: - � ' ' ♦ e c s 7 D R s T v FOS � � +�t� 1 (�ypATORY�NDIBON fit:ONE HV LOCK a or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN i( OR 12'A80VE ORB 11 2 OF SHUTTER SPAY FOR SPANS UP TO 105',AND FOR aNST RONS T ANY ELEVATION..HV LOCK 2�ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, AIIACHED TO OR 16 CENTERMATES W/(2) if4°4-20 x tj2"LONG FLAT NFAD S.8_M;S.LOCATtflN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 + t 16 od2 2.QE� 'E9 IF DE5tRE0,FOR INSIDE PERFORMANCE K.FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR FBE= AS(1 INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CFNTERMATES Vt r ORA S1•lOF 8E SHALL INDICATED ON NOTE(t)A80YE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. $y� 3.OPTIONAL CUNCIMON MUD ONLY WHEN MM}DATORY CONDITION�7 OR L TORY GONDMQN MEW' HV�OCKC):LOCKING RODS i( ARE NOT REQUIRED AT RRICANE POSITION, Blt(MAY ° 4 aa1Fa araC..at T"4 +� 41�°2S 8E USED tF DESIRED TO ENNA'NCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE l MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). C 4.IL LoRY CpflOR1oN ig-ONE MY LOCK � SMALL BE USED AT CORNER CENTERMATES FOR ANY SPAN I31 AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 124 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, M 1 ATTACHED TO{p CORNER CENTERMATE W/(2) 1f4 0-20 X 1/2"LONG FLAT NEAR S.S.M.S,AYO LOCMNG RODS 1�9 ^ ` TT AT TOP&Bp OM SHALL.BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Nis HDa livc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN-ON SHEET 12. �1 ON 11 Ig/SYMMETRICAL 02MMM 5 ^ 1 rgg3 •ONE ALTERNATE.M/LOCK MAY BE USE IN LIEU OF FN LOCK or FOR ANY SPAN AND V $= `N j'x IN5T TONS AT ANY ELEVATIgN.AL RNATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT /• I OF 1/{at-20x3/4"S.S.THUMBSCREW TLl Q OR(p CENfERMATES SHALL BE MADE W/ 1/4'0-204/4-ALUM. H D-KVO 1 Y I HT"Nr- - �L y og� RIVNUT AS SHp1'M ON SECTION HVE, SHEET 8.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO � LOCKS AT 1/3 OF SHUTTER SPAN_ S.MANDATORY CONDITION a FOR KEYSTONE MO tjONE HV LOOK 0 or @ or®SHALL BE !i (j -� USED AT 1/2-OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPAN$UP TO 96':AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK q3o[ or @ MAY BE USED AS AN INSIDE OR 14OUTSIDE LOCK,ATTACHED TO @,or @ SYMMETRICAL CENTFRMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END-J M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECIION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10&' 16 TYP.FULL H -- *NOTES ON HV "T" LOCKS AND CME, MATES.. HEIGHT. 1 ± OF CORNER 1.SECOND ALTERNATE' QATORY CONOtTiON-1 VALID ONLY FOR HIV Y LOCK NiD G MATESAND +uxlrzon -1----� CENTERMATE 2�.;ONE ALTERNATE HV"F LOCK �Y BE I, IN LIEU OF HV LOCKS 0 OR @5 FOR ANY SPAN AND �ex�aa * oAL.f� ` RtiAT10 A7 ANY ELEYATSON.ALT TE LOCK Y BE USED AS AN INSIDE OR ME LOCK.ATTACHMENT OF LACK 0[ANCLUDES VSiNG REINFORCING LOCKER .AS SHOWN ON SECTION HVG.SHEET"9,WHICH MUST BE �1pv({�1, i 1 CONNECTED TO CENTERMATES @ AND @ W/ 1/4b^20 x t 1/2"LONG S.S.THREADED BOLT Wf 7/eO x 3/32" ,� v PANGNUT OR Wf 1/4'0-20x1'S.S.M.S. INTO A 1/4°0x.5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' l_J+C.+@-C6)-`7I+(@Dx MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(g'TOP AND BOTOM IS MANDATORY. r4@oat@`+08- 8 @t- C8 �$aR @.103-1)_055 as-`T •9 *N T{ ES ON HD LOCKS St CENTERMATES: 1.j(p bj O(„F,�{jgkMA'FE.� OR(E2 Wt :ONE ALTERNATE HO.LACK 7C�MAYBE USED IN UEU OF TYPICAL J) HV BLADE SHUTTER ELEVATION FV LOT" ORw/ ANY SPAN AND INSTALLATIONS AT ANY ELEVAMON.ALTERNATE HO LOCK.S4 MAY BE USED N.T.S. AS AN INSIDE OR OUTS[O LOCK.ATTACHMENT OF HD LOCK C9 TO @ IS W/3 98 x 3/9'F.H.S.S.M.S..AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB-M AND HOC-FVC,SHF_Et'10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 'IS COMPLETELY OPTIONAL [T"OF�NAtra��oys�. RORIDA BUILD on High Velocity Hueriicarfe Zone, 42017 EASTERN METAL SUPPLY,INC. 1T"{ �. ............ /•em W017 TILTECO.INC. Xx ij �G a Accordion Shutter System �� Eco,l �. A.S.S.A. ,A. y,� RV. a"#1 W/OR w/0 TLV.WINDOW BLADE ATTLBL�ICQLT Shutter Systems cv.N OL5g11PF[Dll DATA: CIWYM BY: LC: TILLTT TESTING & ENGINEERING COMPANY F : AsBoolation Ina 1 qlo 15-pas 7x7 1 LW,E 07/27/17 p 5a 0155 x.w._Auw 9L,St.305,vLvpxw awoENs,rLWaz A 3318 t / ( S Phone:(.0.51871-1530.Fox.(305)II71-1531 4268 Westroads Drive 2 DRAWING No y s.�5.{�..,A.l...1C... 1511 a-mmF9 ODOB D•wm West Palm Beach. FL 33407 3 4�r /5 70tOAL¢�t[!Ff{ WALTLR A.DWf J,P.E. 4 1 l-1 07 P.E. SEALjS7GlVA"TURE/DATE T`°xDA u y 40'87 5 HE A 5 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLACK POURED CONCRETE— REQUIRED 114 -20.3/4'CRE S.5'. REOWRFD I. CONCRETE ANCHORS Wt,N"H1NE SCREWS CONCRETE REQUIRED '{ SHEET 73) roa` ,'a' "(._.. _(SEE SCHEDULE ON H/1/4"-20 T CONC ICHORS t' YE(SEE ti�Qa?SNIM7 7) i SHEEf 13} NUTS 44 12'O.C. (SE'E iSCHED N SHEET 13) 1" 'A't. / I 1. t/4"P- ..j4 S.S. Ep MACHINE YS USING 1/4 NUTS FED `t fJ2 ®12.O.C. E.9. r/z 6"Max13- 13 oa t 5 i ---- a GR t 5 E p*•'T� - F 250 250 x. 1;; •.5 r HUI OPTIONAL PTIONAL LO I Mra xrae{nw w} � + �'i sOmuEta BEET 17 4 i r MIN.REPARATION TO G1ASS i 1 tt tvt llXE QJl76) .'t 1 OR 1l� •�3' - 1 E"SRNG�(SEE SChEDUUE ON SF(EEf 11j + "ETOSTINc R+sFET 1e tUR 1 :I GLASS HAD?iQt6li MIN.SEPARATION TO GLASS GtA55--1 t ;• -(SEE,SCHEDULE ON SHEET i l) �• EXISaNG + GtA I{E tC HV WALL HEADER INSTALLATION A L 6 E U V` -AA _ EYSTONE E505TINC ,:i _ MIN.SEPAI7 0014 TO CLASS ' t 62a +DAM(M +I I•'. I (SEE SCHEDULE ON SHEET I I)— 1 �t I OR 1�4 'EXISTING; I ' ti MPI.SEPARATION 1O CLASS. CLASS c..1E �1 ' - � (SEE SCHEDULE ON SHEET tt) ' ..ADAMS &fY4i EXISTING + i�OPTIONAL CLAS i I i + .E.D Y ' �+ i ;I ii.,� 1/4' :•I., 1 i-OPTIONAL i,' i i�t/i"^Max. y.E..'i�: 4 � }ice Moz. E.tt- I" 1! -- G 13 as t 5 E O,r T i i i v i Tj2 3 olt,/ 1 j4'a-26'3/4"S.S. r Atin. •, --- ,S -- E EQ� PHIWPS TRUSS H \,` f/4"4-20.3/4'S,S.PHILP.S ? MACHINE SCREWS INC ?�.__�,,�_.:=Y CONCRETE ANCHORS IRU5%HEAn MACHINE SCREWS 1) '—CONCRETE ANCHORS v - 1',j 1/4'-2WNUTS @ t2'O.C. L-'(Sf SCHEDULE ON W 1/4"-20 NUTS®12'O.C. I P" 1 POURED CONCRETE_ SHEET 13) 7 (SEE SCHEDULE ON SHEET f 3) t` 4 Ati^• OR.CONCRETE BLOCK POURED CO Ef •r tICO {��� } OR CONCRETE •'rv_ � • NCRf:TE ANCHORS REQUIRED WALL REQUIRED ,OiH WALL S �',, QN ' {5EE SCNEDIiLE ON .„ `/HV WALL SILL INSTALLATION KZZ _ POURED CONCRETE,—. SHEET 14) A,r.•. OR CONCRETE BLOCK HALL REQUIRED Slu. -S N6TE F COMBINATAtt Gr:5ECT10N9 ` .:...- INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *F.0,=EDGE DISTANCE 4 SEE LINITAMONS OF USE FOR 22- ASSEMBLY (SEE SECTIONS CAN BE COMBINED (SEE SPEGFiCA1TON5 ON SHEEP 13) BLADE&A ON SHEET IS .Q NV BLADE ' IN ANY WAY TO SUR ANY INSTALLATIOtl. A�pt f0I iie TY A,T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 62017 TIL7ECO,INC. 02017 EASTERN METAL SUPPLY,INC.BE A HT, ¢ /TIL �+/� Accordion Shutter System E G Q:Nz. A■SiS.A. H.V. %PX#1 W1 OR W/0 KV.WINDOW UADE ,/ T4 TILtTT TESTING 6c ENGINEERING COMPANYAtnedcan SIultler Systems REV.N DESCRIPTION DATE DRAM Or 1_C. ... � 1iA D959 NAY.96th.9(..514 905.WRi.N'IA GAR06S.HARNA 3910 Association, Inc. 1 OLD 15-085 7/27/1 6A,_ 07/No Phone:(305)S7t-1550.Fox:(305)87t-1531 4288 Westroads Drive 2 pRAWfNG No �4P e-Mau:61tomaaa+.aaa West Palm Beach, FL 33407 3 OAlq:y 1~ EB_000571R { . 17-107 yy���>•s�i)I/{`'A WALTER A.TILLIT.tr.P.E. P.E. SEAL/SIGNATURE/DATE F OR M U.B aaf s7 a SH6 OF 20 1 • ' 4 POURED CONCRETE ANCHORS I Mx SWARD.N ♦ , ' , f wi.swNIAT= ' 1 SEE SCHEDULE ON SHEET 17 ; MGM= 1 OR a I , � t 1 + TG GMSS r CONCRETE - ( ) y� y 5x0.7 EXISTING 't•{s¢scxm6lE mr REQUIRED n rGR DinEQ};,tu .' GLA55--} 6r¢o 1r) I EDGE OF —SLAB!r 1 APPLICABLE NO 41ASs 1 $ _ I ALTERNATE i i i i i i i i ExlSTPIG r t 1 LANCCTON i t i ! GLASSf I I 10x3/4"HEX WASHER HEAD i i} I i } ,': :`. .1 ri 13 CR i Sfs'L wn. / TEK sCREriS 6 T2"O.C. i EDGE OF �/ ' ' IF 1/6 m. CONCRETE ANCHORS(SEE SCHEDULE OR'SHEET 13)INNAPPLICAB(t EDGE.OFI,EDGE OF__---. . {' ,{t}: ~ . SW IFSTAB IF -- 1/2- 1 EDGE OFAPPLICABLErAPPUD0.0LE - SlA91F ��RGA SEPNw*1 ! -+"E-D.:� °-£0.--.' APPUCAg� D POUREt '•i ���-' jD'* REQUIRED (SEE SCHEDULE ON SHEEiHtrt is sr to aFA � ,FLATHEAD CONCRERE ANCHORRS I FOR D t9 1 OR 6CONCRETE rs }'®rnLs®. REOUIRED .D. E.D+ (SEE SCHEDULE ON STREET 14) I� TRENCH iNSTALLATION ,•-,,�Y WALK—OVER INSTi�LLATfON VALID ONLY FOR UP TO+70. -75 PSF A.S.D. �) DESIGN PRESSURE•RATING do FOR SPANS PER BY CEILING INSTALLATION (D BY FLOOR INSTALLATION t SCHEDULE#3,SHEET 11 EXISRNS i _tmacvtGsssG¢iAi0A1NcN9rmr1x i; Itsr 3aa{ ! L t�saanuC x7 � At at4 teN.RE?�I6€Wu.t�O6'c 6" _f,D AOWRCTPAMiwN I CON RETE ANCHORS I E0STNG IXISTING, — 'oXV •{ am 1/4' EXISTING CLASS --' GL4ST'" MAX.CUSS G,svTrO — m m.asC (SEESCHEDULE ON 1/4-0 DWaSHWI 11 i! ) SHEET is) °:ceLARGER 11IN' i 1 4. "ux. (M'.)sEnAw. -T & .1 _t :HEu tt t'IIXR LMTAT10. L7 3'8' JtOx3f4-HEX _.iS,r_: MAX. ! 1 3 Q ( 1! 1 1 WASHER HEAD } tt CONT.sFA:ANT t WN. ,1 iEK SCREWS ,., r 1. _ •(. R3,12"O.C, i j '� (714x3/4' HEX HEAD // •- !1 3/B"r / I ;,•: TEK,SCREWS®.5"O.C. 1 / -•�'--- 14x3 4"S.Q.S. ! �} / --- t i 114' ttS6M1G tf4b-2O N0f6 OR if4"P-2Q SS.M.5, CONCRETE ANCHORS Y1 - 6 `Q 3f QA 9"O.C. i --- - MGx. �' "' ' O 72`O.C. (SEE SCHEfiUCE ON tiJ W/NUT / f ' SHEEP 14) y r. ^J- Ei(0 I fiON SiRUCtURAi AX3 ---- x 17 18 t,,,-L ^ } 17 R 18 - F 2.00'eiiN. WALL Tau romoRim� t✓ `�O •1.• E.D.. SU) l.r - 7F.! � $19x3f4`Ert 5-0.5. MEN. . C. _ ?Oita ONCIRETE APPUCAB[E `L—CONCRETE ANCHORS SEE NOTE 13(6) �'�'� � NOTE t3(5) �• r LL-LIE, 0. POUR£p CQNGRgE ( c S£E SCHEDULE ON ON SHEET t A.,. POURED CONCRETE ON SHEET t _:--.�. •-=-i' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK. v REQUIRED �, ,FYSTONE #01l�4TING INSTA,J_CATIO ifRONAt PQURE� f1-C� jib WALL FLOOR INSTAL-CATION wusluuM ASD.1IMM PRESSURE:+&.-72 oar co"cREr - l J HY WA-11 WALK—OVER INSTALLATION NwNuuM sxUrmR swN C-D- REQUIRED . (J}yV RAINGUARD INSTALLATION t ncr� '�'4Z1$11;11-11_111_%"E_11 HIS INSTALLATION S RFO BE NO FOR('OMBINnTIQIJ OF SECi1QN�: M E.Q• EDGE DISTANCE kEMQVABI.E WHEN PERFORMED SEE LIdITAT(ONS OF USE FOR _ SEE SPECIF1CA710A5 ON SHEET 73) OR ENTRAACENr NCE �'��"EXE � INSTALLATION. DETAILS W j T HV BLADE 1-SEE SHEET 4 FOR TYPRCRt.SHUTTER ( 11R Et1TWYGE BLAO£1A ON SHEET i9 ASSEMBLY IN At¢Y @TAY"TO SUIT MANY INSTALIAMON."� II I1 Tt �'s�M"s,� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \t �' 02017 TILTECO.RNG @2017 EASTERN UM,SUPPLY,INC. BETA HVTTA Accordion Shutter System A■ A o T E O INC. . . . H.Y.BLADE#1 W/OR W/0 RV.WNWN BADE ~ : TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N OEscRiPDOH DATE DRAWN>Tr: e.-' % R+ Aaacci0iton, Inc. , OLD 15-OBS 7/27 1 DATE: 07/27/17 6355 N.W,Sfiln.SL,file.303,MNIA GARMS.FWROA 3316 (+1 PNmis:(304)871-1530.Fox:(30$)[171-1511 426$ Westrdads Drive 2 DRAWING No 10 014:taRwC..1 ,.l West Palm Beach,'FL 33407 3 EB-0006710 4 17-107 �.,yaa�taftirAr. WALTER A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLdwDA L,p 441x7 6 SHEET OF 20 SEE-EN12-VALL-CatNtf ON 5 HEF_T5j0_& 18 SEE DIES ON LOCKING RODS w LOCKS(D AND ALTERNATE W LOCK 0 ON SHEET% or SLAVE SLACK DETAIL HW IS VAUD FOR ALL OUT F_FN_] I EXISTING CLASS INSIALLATION5 W/ HV BLADE W/ HV CENTERMATES MTEFWATES APFUCATION WITH SLAX0 22 WALL MINFOLIN OR EXISTING GLASS -7 — -----L------- ------------------ 3 1/4- 7" 6 1/2" 7- '606%76 AUCY) Q05_1jQ A J. III ANCHORS 1/410 TAPCON 1/2 0&@ CENTEjM7 70 CONCRETE ff�'r nTS T _:Z1, MU SEPARATION (4)01 M.S.C 12' W/ nVoTK 5�.ZOCK Wor(2T TO GLASS TO If (TOp1r DV� AT C.I:OF� O.C,FULL LENGM. F {TY 5 IN -A 2 (21 2 1/2• D X O X- x r11 L o, HVB Hvt RED OR HVA @-@- 6 7 EXISTING GLASS r_P0.U4CRETE OCK VIALL &(D 0.@.@. REQU E)'�ISISNG @.0- 6 S @ SYMMETRICAL - 7 -(ff.. .111, SEPARATION 8 EXISTINC I N CENTERMATES TO G GLASS (SFE E @ W/ HV LOC 6 OpnoNAL SHEET III (INTERIOR) LON SEPARATION' ,�6 GLASS OPTIONAL IN 'PO�'R��CO'ON E TE C -a I,J1 r RE U 0 ON SKEET 11) (INTMOR) I RET F0_U_T1 ANCHORS@e n3 y 3 90' xx -0 (5 FO U T r L19 �L HVQ W [_0U_T] \4�5 (EXTERIA HVE HVF** FLORMA BUILD CODE(Non High Velocity Hurricane Zone) .. ......... 02017 ISr 02017 EASTERN METAL suppLy,INC. TILTECO, B _THA HV7M ER Accordion Shutter System r7,ZrEcq 0 RV. MAX#1 W1 OR W/O KV.WNIM MADE AnSS,A 1EV.fl. DESCRIPTKIN VATE .American Shutter Systems LC. Association, Inc. OLD t$-085 07/27/12-RX___ R/_27/17 TJLUT TESTING &ENGINEERING COMPANY 0359 N.%. St.R..jus,yiMV44 CMDONS.FWRQA 331U 1 ...... F6.:(305)871-1531 4268 Westroods Drive 2 -DRAWING No '01, -d:t to'.0001.c West Palm Beach, FL 33407 3 LIs"14 11 __ 17-107 E ES-0005719 4 %MIER PX, P.E. SEAL/SIGNATURE/DATE I FLORIDA Uc.#44167 5 SHEET - ALT PIA E S L d LOCK 0 V MALE/FEMALE 'I" LOCKS CEN E S 8 & LOCKERS 1 HV MAD-* SEE END CONNEVIMI MAILS ON SHEETS 10& t$ INSTALLATION In HV BLADE OU7 ►N ,�V-Q WO`AM BLADE 0SVZX.0.RAe Mn 040CAY O ON�R, W j HD CENTERMATES i 21 AS ATOV O dMS"t.FlD MAY USEDLADE EI'aL nW-NW. 1 a �,$ 7 $ 10• wSTALLO N nus sumer.unr se O5£e mn ms rstr]+.w 6 D WALL CONNfCTIQN 10•��©.®3a©•Q�"+ wsraunan DETAIL fNG no n i is sn Q��IS�QN,gfEETS fq a4 t8 w t�ns3-Ts 35* 35 AA HJ x 7J4 c TMCON 1 ♦w_R 0> nor�rz ! ° (o�rroru�) 4# topnon4t.) s t4)P+o=,Jx•s.us•ro TUEE d1o.3Ja'sus a+z^ ! AT E,CH MME Ow) as Fuu Teva. a< IN (a)H.V. �t,J 3 30 HV T" P1NS(Tm) tows(1YP.) Rn� Y 5 3 LOCK (INSIDE} 1 ] ' / I u 1 — ki ---------- • -- ! l LJ 29 1 1 2& , 916f/ Ic 4 , *SEE NOTE 6 FOR i1V lDtOf 4" 0-20 x 1 1/2" S.S.M.S. �.J-• 3 (apncna)r cADc,an 6xEEr s ® * / 7/8"0 x 3/32" WRNGNUT. toaRanu)NI?$-HVA ollT }QG- V�C 30 HV "T" LOCK (OUTSIDE) SYMMETRICAL U CENTERMATES SYMMETRICAL HD CENTERMATES HVG* W/ 3 * LOCK tEXTFRiOR) W/a' LOCK (INTERIOR) f BERMS 0444 a,wgnuu taO2a-T3 ALLIIr}VRE�f1A4GE Twn w m 6 r 7"+8 D.10 SIkET NUtr ,,paii j 08�, AS f1At1UFACNiED 8Y P`AE1 CHERRY ter..—1a•�a�`�a.�•�nx . TE%TORN,PA434Fatr,HEY!3rR3fY ,,/ ®•7 m 6 w 7• 0]034 OR EDEIIl. O•© O 0 Yyo $ Qe�@ 10 M.=00 wouO-�=(D Y_(D tOORS"sw S iw>"M M1ORKG MADOODVn ROD-HYD 5 VY V FOR Pit OEMERME5 MRS,M=WtM CUCEd HDD—HVD�* FLOATING STACK EF'F PGtZ A R,ORIM BUILDING CODE(Non High Velocity Hurricane .Zone F ••�V` /Y S'' VOL c2017 TtLTECO,INC. @2017 EASTERN METAL SUPPLY,INC, �J % BERTHA HVT1d o.4 r /►/r� A A Accordion Shutter System i L LTECOI N c. . .. ■ ■ RV. BLADE#1 W/OR W/0 H.V.WINDOW BLADE T1L1l7 TESTING & ENGINEERING COMPANY American Shu"er 5yaiama OESCRip11OR D,xE DRAaWT sr E.a Association, Inc. , 4L0 15 085 sass n.r 3sm. IN1.sm.3cE GINE RIROErvs,OMPFlORQA 3316OAlE DATE: 07/27/17 Phots:(305)571-1530.Fax:(3D3)87t-1531 4258 Westrootis Drive `�jaAJAL 4� 1 No e m I:04 040. m West Polm Beach, FL 33407 3 —DRAWING D17-107 "••-rvrrrrtii tYRDR A, C.0 4r.P.E. 6 SHEET�{ P.E. SEAL/SIGNATURE/DATE FLOR DA ttc. 44167 6 POURED CONCRETE OR t '• A U CONCRETE ORCONCRETE RETE OR CONCRETE POURED CONC I,� 1 CONCRETE BLOCK WALL OR CONCRETEr--r--- .- BLOCK WALL REQUIRED BLOCK WALL REQUIRED s ,•• `.r REQUIRED r BLOCK WALL REQUIRED i _�•~ , EXISTING GLASS EXISTING CLASS _^S CONCRETE ANCHOR.--,•j E70STING GLASS � -) '•��_'^"`• l 'I 2•:FAN. FYiS11NG CLASS 01 16"O.C. •`5. '��"' .r`' ti.- 2"MtN..• _... t LAN. .11. t'• To Cmss(SEE 'i t9N.SFPAPATION ~t TO GIJ,•aS{SEE MIN.SEPPRA110fV - VA SEPARATION •' � SCHEDULE qY 5� � (.' I r ED EO TO GLASS(SEE Tt FOR BATE(RAND - +'} LL ON SHEET ', I(' TO GLASS{SLE i FOR SCtIE7YAE ON SHEET 1376x3"MAX. 0;7 SHEET 79<UR v4'•°e;�.; r SL'FE'OIIl£DY SHEET 11 FOR GLADE HEETO (6063-T6)COM. BAD s(SQa� 11' BLADE AND 19 FOR 11 FOR� AN4 ON SHEET 16 FOR ALUM.CLOSER t , ?RB (,� i/� (T�;ON SHEET g {tACATE AT BL10ES(D&0 PLATE. (LOCATE 1/2" 1 ; r EITH R SIDE ! AT EITHER SDE W"I i 1 ) OF 5 1/2'MIN, j OF 4} I USE I"OR 2"MAX, I ' ! AP PUCABLE)x2'xt/B'x0•-2' ` Idr10xIJ2"S.M.S. I ._.�. __-- ItO:11/2"S.M.S�_„, ,y'' 0 T6"O.C. I� __,•___ i tl UMINUM CUP ANGLE g 16'O.C. ` y•- ¢ { 63-116 ALLOY)AT 70 @&Hr ,,.�JL• (T}#ToziJz"s,M.s.7o(d}& � �• 4 j (2} 4'P TAPCONS ANCHORS TO ` WAC AT I"O.C.(LOCATE AT S OETAfI X FOS, OR �� ERH R SIDE OF 4Q) } (}R Q�f U- ;OOR SI E Cc ON &'_ SEE DETAIL X FOR•-j 1M OR &3• SEE DETAIL X FO ¢ SIDE CONNECTION 1 �"L"-r`o«� 10`®« SIDE CONNECTION ©•0°'�1 l0•®« «fi+7«8 alO•�u TO TRACKS a aAA�6,.AA7�c__.8 ��,Oaa•�a d��` �7 TO,TRACKS 10u�'•+ j•�u I�•�a - ID. &o L f0•®u'L'•�l'�•l'�°' ©•70•Vaa•Q.®°' 6-0-0-(D-0-6- 6-0 07 •0«(D.07.®w.od0 34)•3 o o`a ® 0.@«0+0a0.0«0)•6 -&8 IND CONNECTIO . •E CONNECTION DETAIL END CONNECTION DETAIL(D END CONNECTION DETAIL q� ; f REQUIRED ONL R SPANS GREATER THAN I2•-0" .' ,--EXISTING GLASS .` 1 LOCK YtACL POURED CONCRETE OR CONCRETE 8 ,1- GLASS REQUIRED •GJ'rj--"—""'.-_( � I AGN.SFPARATIOtJ #i0x1/z"S,A., =-- j,___ _ 7D GUlCS'{SEE gib":0'C• Mdi SfPAtWdtON Y h �'- --- 6',''OR$ R�tYR SCFT:DULE ON SHEET TO GLASS(SEE / -----------_'' ".-_-_-- "__ ' ii FOR BADE dANp CONCRETE .'� i/2"MIN. SCHEDU ELt9� _ ------ 9 ____ (�Qp� E-SHEET &FOR ANCHOR 19' _-- _ TO 12"O.C. ON SHEET 18 R 3 ' COD1CRe1'E` ' I T EQ i rJ ti,ADFS(Dk RtiT hVCHOR I ` j 1/2"MIN. _.12 TART,_-_ �' , M EO �OR®OROOROR 2'MIN. r 2•MIN. SEE LIMITATIONS OF USE FOR F, BLADE®ON SHEET 113 OR®OR i�OR@OR iC,`� yIEW Y 5 10 DR PLAN_. • i • • Edd L 1b OR /POURED CONCRETE OR I .®«©•Q«(B)mio•�« 'map"p„d•pa END INSTALLAT 0 CONCRETE BLOCK WAtt �a�=�a©•®a6+7 + u 6'. REQUIRED � ' ` O O © O o•®« HV 13 OR 14 HV WINDW BLADE INTO ©0-0-0-0-0- «� �«C3 p« CONCRETE'�- - �PVTE BLOCK WALL. END CONNECTION DETAIL ,5(� ®flame Q«C `�' CT 0 DETAIL(g}6 aQ� FLORIDA BUILDING CODE Non High Velocity Hurricane Zona f9 • ••• :, 1520117 EASTERN METAL SUPPLY,INC. 62077 MIECO,INC. BERTHA HVTM e Ar.; i L E C O N tt�. A■S■,S■,a,■ Accordion Shutter System H.V.BLADE#1 W/CR W/0 R,Y.WNWW BLADE •d • s T1LLIT TESTING g ENGINEERING COMPANY Arnoricon $t2Yttef Sy9tafns EV.x at:StRIFTION OATt OPAwN ST LC. ('+PC' r` Association, Inc. I OLD 15-065 /2r/T DATE 07/27/17 f•,•• ;• �,r'i9 6337 N.11'.3M SL,6L¢.285,vintgA GARDDl5,RPMOA 3318 Pwa:(3D5)871-11530.F..:(305)671..1331 4268 Westroods [hive 2 DRAWING No �1I....... kf(`' Frar a- dil:uua000a+.com West Palm. Beach, FL 33407 3 *07 b Y'i"fIf EB-0006718 E 17�S VJ r+urrr rrrfr''r YALIEER E. FLORIDA Lk P 441667 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 MAXIMUM SHUTTER SPAN* "L+' OR "L-- MAXIMUM SHUTTER,SPAN* "L+' MAXIMUM SHUTTER SPAN*1+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR INSTALLATION LEGEND CENTERMATES V OR 'L-"(ft.) INSTALLATIONS INSTALLAITONS IVY/ &@ or or ff W CONCRETE (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN IVY ONE H.V. LOCK @ or @ or or & w MANSORY WOOD POSITIVE A.S.D.DESIGN PRESSURE RATING. or HD LOCK (9 INI NO LOCKING RODS or ONE KV LOCK Or or & W/ONE HV LOCKS CENTERMM@ 28@,29 W/ ONE VI/ NO OR W1 NO LOCKING WALL W7c LMAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOC DS C.bf P KING RO M. N, 0, A.S.D.DESIGN PRESSURE RATING, 112)"I"'LOCK 30 W/TWO LOOONG E NOTES t tt) 906DS MOUNTING K R. S. & V. RODS 35 TOP & BOTTOM EE CVAUQ FOR MOUNTING(al (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ,1 _ SHEEI 7) FLOOR/CEILING G. H. 1, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR CEILING: COMMEA 007INSTALLATIONS 0 CONCRETE 4C WOOD 604CRM MOUNTING M MuNvol 0XIAW INSTAL!,A]IONS 1.0-m - GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, AS&GZ= "A cmal INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEILING pRessm vau MOUNTING PR IIIING DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RAV4 MDR/CE14UNG Esstm UOQ OUNTI 0 Rns'c FLDOR/CELUOhR GIVEN A NEGATIVE ASO DESIGN PRESSURE]RATING, FLOOR AIL MOUNTING MAXIMUM SHUTTER SPAN -L+-OR-L- DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. + (ft) I L-w L 1 (4) L-(1) L+ L-(A) L f (4) t-(0) 'FOR I INSTALLATIONS INTO WOOD SHALL BE LIMr To FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES� Is'-O* 16*-0* 30 is,-O" 161-o* 30 ?6,-0" 16,-0" 105 PSI.A.11).DESIGN PRESSURE RATIN — MINIMUM DETERMINED SPAN BETWEEN"L+'AND'L-', 35 14'-10" 14-10' 15'-Z" Tel-o* 35 14�-10` t4'�10' 35 1V-2* 1w_Iw 1 1 40 13*-10* 14*-2' 15'-2- 40 13'-10* 13'-10" 40 14'-2" 151-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-I13'-4' 14�-3' 45 13-v 45 13'-4- 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS x:0 1 :... ". �A'2�46%1 xlN- 131-11 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W1 FLOOR/CEILING MOUNTINGS:4, -11 i2"5,., 7� so 12'-S" 12'-5* so 121-3" III-I* 55 1 12'-1' 12'-11" 55 11,_10, tI*_I0`1 SHALL BE AS INDICATED ON MANDATORr CONDITION#2 FOR A GIVEN POSITIVE A.S.D. DEMON PRESSURE' RATING: 60 11-4" 11'-4* 11'^7' IZ-4" 60 1i'-4" -TI 7--e— 60 10'-2- NOTE#5. SHEET S. DETERMINE: 65 lo'-Io" iw-ur III-I' 111-$1* 65 to'-10" 65 W-5* 10'-I' LI+- MAX.SPAN FOR WALL MOUNTING INSUALLATIONS. —n 101-61 10'-6' .-9. 70 101-6" 10,-61 IDI-9, 11'-5" 70 9-4* LI+=MAX.-SPAN FOR FLOOP/CEIUNG MOUNTING 75 tt EXCEPT THAT MAXIMUM SHUTTER -1 75 275 INSTALLATIONS. so S.-Io. 9._10. 101-0. lw-g. 9•-10, 1 91-10" SPAN'L+'OR 1-"AND MAXOAUM ASD,DESING FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9*-6* 9,-6* 91-9, 101-5. 85 91-6" 9,-6* PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING. so "-,. W-3- 11-1. IW-v' 90 V-3- W-3- OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOW& DETERMINE-' 95 V-61 81-9. 7--v 95 91-01 W-9, I- CONNECTIONS TO KEYSTONE MOUNTING LI MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 a'-g* W-4- 9'-0' 9'-.7- 1 100 81-97 8'-4- LIMITED To +64 J 72 P,. . AND 8'-0' SPAN, SEE L2MAX.SPAN FOR rLOOR/CEIUNG MOUNTING 105 8'-7" 1 7'-11' 8'x-9' 9-4' 105 8'-7' 7,-11* mouN-nmc@oN SHEET 7. INSTALLATIONS. 110 8'-4. 7-7' 8'-7* 9*-2' 110 8'-4^ 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE 115 6•-2- r-3• 8'-4- W-11, 115 8'-2' 7'-5' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN *Ll+', "L2+*,%A-AND"L2-' 120 8'-G" 6'-11" 8,-2' 8,-9* 120_ W-0, 61-11" (4)GO 70 ANCHOR SCHEDULE WITIH FINAL MAXIMUM J25 7'-10" G'-S' EV-0" 8,-5, 125. 7'-10- 11-1. ALLOYIABLE SPAN AND NEGAIT/E.A.S,O. DESIGN 136 7,-8" W-S" 7'-10' V-1- 130 71-8" 6'-5" =E RATING TO DETERMINE MAXIMUM ANCHOR 7'-7' ---i_2 -i-_9• —7'- — WIND ZONE MINi'mum— -�. 135 9- 135 r-7* W-2- _j 2" 140 71-5" V-11" 7�7- 7'-6- '140 71-5" 51-111 ASTM E-1996/ SEOARAT16N /To GLASS 145 7'-r W-9, 7--5' 7'-3" 145 Y_3r7 51-9* W 150 7'-2- 1 5,7' 7'-4- 7'-0' 160 71-2- 5T'-7* - 155 7'-0- 5'-5" 7'-r 6f-r 155 7'-0' 1 THRU 3 - 160 Q*-II* W-2- 7--l' 6'--7- 160 W_,. JW-2' 165 W-10" T-I* T-4' 6'-4:' 165 61-10, S!_11 170 6'-9" 1 4'-Il* W-1 I- W-2- 170 W-9, 4-11 175. W-7- 44w -0--9. 6'-'2:- 175 6'-7' 4'-9" 480 w-s- 4,-a- V-S' S.-la, 180 61-6* 44-a' 185 61-5, 4'-6' 6'-7* 9--8' IDS W-5- 4'-6" 10 _HV B�A 190 F-4— 4'-!r 6-6- 5-6- ISO 6*-4' 4'-S' 19-5 195 61-51 W-5- IE 1.-3. 4'-3- 200 W21 4'-2- W-4' 5'-3' 200 6',2' 4-2 E=215 W-1, IV-I' 6-3' W-1, 2'0 5 6'-7" FLORIDA BUILDING CODE Non Hi9b Vejoeity Hurricane Zone�, G2017 III=.M 092017 EASTERN METAI.SUPPLY,INC. Vill BERTHA H ' Accordion Shutter System A.S.S.A. H.Y.MADE#1 W/OR W/O H.V.W=W MAX American Shutter Systems REV.N. DESCRIPTION 0% TILUT TESTING & ENGINEERING COMPANY Chn nRk -W V;7L*43' 6 N.W. St.5t�.305,VRMA WDEUS.ROMA 331fif Association, Inc. I OLD 15-085 07/2707 al-E7 DY: �/27/ h e (105)87I-1530.F.X;(2105)871-1531 4268 Westroods Drive —2 DRAWING No WeSt Palm Beachi FL 33407 —3 E8;`TIWT I.P.E. 4 17-10 WALTOR 7 FLORIDA Me.If 44167 5 SHEET !D.E. 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' ! BIMMEEnoE;n1 EimEFlQEEtEpaEsao6ymanAannmlppltElronnQAISiEEIEiQnnnni7pR©I17E7F�E�An NAM000000 amlm00@00QI1100000 MIEiEnn�00000000000 �d000 m=QQQOEm mMMIM= iQFk]AQEapppaEal�iQQEmnQOnEi�®E�EmnnAQ 00 nQE7lE710mOnEmnE>tEmEmmnMMMM= m nauMm===I=MMI=EEIE:•7I3EitEr7mOn Em0QE=EmAEm ELlEaE7AEEE�Emu mEmQE9E�Qn0 E7AQsmEmEEan E�Q0Ann0n 1=Et7E�E7l:3Emnon [IIOnQQOQ6"1fElEmAaoonomQnElAonnoEDaQOQQEioR7Q QnE71 MKIE91i/.lMmAn EclnppQQQEmEa7 QAE71OE71QQmQQnE7E.7nQ E7tQA1aQQEit1EmE71E7tE71nEiE7i�p��nQppOQ mEiAiIOQQEm 00AaEmE�CIQ mEmMM=MnQ OQnnEmnQE71 alnQAnnE71n E7OOmdE7An ' EXIM= =IMMMC2= EaMUMINN iLICiE71QnQO0izlEmQEmE>tEmQnmEiQAAE7 G EmEmEiaaQOM=MI XM===EliaLi�iR7QEmAQ _ II � f�li>'iiiil e I _ t •e .- a !,u •1 E i• MUM-ANCHOR*-SPACING diol ccHEDU ¢I?A GIVEN MAY. SHI (SPAN. SPEG[5{CATIONS ON AtSGHOFt REQUIREMENT&POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES �,Sp 4E$tGN NEC5INE PRiSSURE HUNG AND A CBRRESEWINC,MOUNi1NG TYPE FOR CONCRETE OR(& BLQG(INsrAUM (SCE MOUNTING$E.G.&H ON.SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PO17fED ` BLOCK 11 ACARID C'01iC$ElE (A) TO EXISTING POURED CONCRETE(Min.rc-3 W) mWm (g)WALL SRL MOUNTING @ CEILING MOUNTING [14 1 FLOOR MOUNTING - t/4 0 TAPCON OR 7APCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX.(Min.f c=3 ksi) SPAN AN HFI c cP1,gNG LFr_:E:NO - 1/4.0 x 3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREWY,BOLT&SPECIALTY COMPANY.(Min.I'c=3 L-i) IN A GR NMUM PFMK RA9 D.DESIGN R8111NE fTtQ5INRE wX .t�ION 7✓FRI PR ORE IN,tiLtiO - i/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(LOO.fc-2 k i) 30 40 ki1i0l.J5 90 !2Q 160 30 46 6G 75 90 12O 160 205 40 60 75 90 12D}80 TAPCGN?gR... „. - 1/4"0 YAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREIV,BOLT&SPECIALIY L TAP,GOIT VVITHrADtiWNCE07d`- COAiPANY OR ANY OTHER APPROVES)LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 e 8 8 e 55 14112 10 9 8 B 8 a 12 f0 918 816 6 L,THE2EAQFORiA,TECHNOLOGt'� THIO-V.=3 ksQ 3'=0' 14 12 10 9 8 0 0 6 14 12 10 9 8 8 8 6 12 10 9 a 8 8 6 ALL POINTS SOLID-SET R LESS 14 12' 10 9 8 6 8 6 14 12 to 9 8 8 8 e 12 10 9 0 8 6 5 BLU£TAP W/CAP NOTES. 14 12 10 9 a 8 6 7 lk t2 10 $ $ a 0 $ 12 10 8 a 8 8 a A1)MINIMUM EMBEOMEN'f INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TiJRFADFaRM TECHNOLOGY ANCHORS AND 7l1PPER+ 1+ 12 10 9 8 7 5.5 35 14 12 10 9 6 8 e 6 12 10 9 0 0 6 5 TAPPER+ ANCHORS IS 1 3/4,AND FOR BLUE TAP W/GAP ANCHORS IS 1 1/2'. 4'-O' j4 12 10 9 8 8 6 6 14 12 10 9 8 8 8 6 12 10 9 8 8 8 9.5 14 12110 9 8 6 6 4 14 12 TO 9 8 8 8. 4.5114 12 10 9 8 6 4 35 ' A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14_ 12 10 9 6 a 6 Z5 f4 _t2 10 9 8 8 6 55 14 12 10 9 8 8 6 45 INTO STUCCO SWILL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO .; 14- 12 110A 9 7.5 5.5 3.5 - 14 12 10 9 $ 8 8 5 14 12 10 8 8 7 &5 4 EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 0 6 8 14 12 10 9 8 6 6 55 14 12 10 9 8 8 6 45 81A9' AA ON 50EEI 19 5.�A{ 14 12 TO 9 8 7 4 - 14 12 to 9 8 65 5 3.S 14 12 t0 a 6.5 S 3s 3 A,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OR ANY MEER BE FOUND ON THE ETRSTiNG WALL OR FLOOR, t4 121101 8 8 75 L5 - 14. 12 Ito 8 8 8 6 45 14 1 22 10 9 6 a 4.513.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 19517Z 65 4.5 - - 14 12 110 9 8- 75 5:5 4 14 112 10 9 a 6 4S 35 NOTES Ai)&A2)ABOVE.FOR INSTALLATIONS ON WNtL SIDING OR EIFS MOTH UR YJIMOUr AfELA1 STUQS CONSULT THIS ENGINEER FOR 6,_p. t+ t2 10 9 B 0 6 - 14 iZ 10 9 8 8 8 8 14 t2 10 9 8 65 5 3S tN5TALLAfl IN FNEO EWS WITH METAL STUDS SEE SHZET 20. 14 12 10 9 7.5 9.5 3 - 14 12 10 $.5 7 55 4 3 14 t2 8 8.fi 5,5 4 3 - 14 12 ISO 1 9 8 6 - - 14 121101 9 6 0.6 5 335 14 12 10 IS 8 5 4 - (8) TO DOSDNG CONCRETE BLOCK:(ASTM C-90) 14 }Z 1 6 63 55 3 - - 14 12 10 9 8 65 4.5 33 14 12 10 B 7 5 3.5 3 -1/4'0 TAPCON.OR TAPCON IM ADVANCED 1HREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BURDIX. 14 12 110 9 8 8 - - 14 12 10 9 a 7 5 4 14 11 10 9 75 59 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-$ET ANCHORS;AS DISTRIOUIEQ BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY, 14 12 to a 65 4 - - 14 12 9 7S 6 45 35 - 14 0.5 7 SS 4,5 3.5 _ -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASMOM DIRECT.INC. t4 12 10 eS 7 4 - - 14 12 10 9 7.5 5.5 4 - t+ 1? 9 7 J.5'4.6 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREYA BOLT&SPECIALTY 14 I1 7 55 4.5 - - 14 12 10 8 75 55 4 114 12 8 T 8 4.5 3 - COMPANY OR ANY OTHER'APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. B.-0. t4 12 f0 It 8 65 - - 14 12 10 ,4 86 4 - 14 12 10 8 &5 5 3.5 - NOTES: 14 12 83 7 55 3 - - 14 12 8 6.5 5.5 4 3 -112S.9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPTR+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 75 6 - - - 14 12 95 8 8S 5. - - 14 112 8 6 16.51 4 1- - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS t'. 13 9.5 6.5 5 3.5 - - 14 12 TO 8 65 5 - 14. 12 8 6.5 B' 4 g.,A. 14 72 10 9 8 - - - 14 12 10 a 75 4.5 - - 14 12 85 7.55 4 - $.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE E7fiRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 IIS 73 5 4 - - - 14 it 7 5.5 5 35 - _ I1 8 55 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO is 12 6 65 45 - - - 14 12 BS 7 &6 4 - - N 19.5 7 &5 6 4.5 - EXIST.AND i'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 05 55 4 - 14 12 9 7 6 4.5 - - 14 11 7 55 45 35 _ 10'-0• 14 11 10 9 7. - - - 14 12 10 0 &e 5 - - 14 12 8 6 5 4 - 13.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER Be FOUND ON THE EXISTING VIALL OR FLOOR, W14 T3 8.9 &5 5 4 3 - - 10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BENNO SAID WALL FINISHES.ANCHORAGE SHALL Be AS INDICATED ON 14 11 7.5 5.5 - - 14 115 9 6 5 4 - - 2.S 95 6 5 4 4 NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR pry WITH OR%THOUT METAL STUDS CONSULT THIS IXGINEER O5 8 5 - - - - 14 12 B 0.5 35 4 - - 13 to 6s 5 4 3 - FOR INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 20. t4 12 10 - - - - 14 12 9 7 6 4.5 - - 24 tO5 7 5.5 i5 3.5 T1-0' 25 93 5 - - -12 9 6 +_5 4 3 9 7 CS 3.5 3 (C) ANCHORS SHALL BE INSTALLED,FOLLOHING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 34 -TO- 7 - - - - 24 f0k 7 3.514Z - _ 1.5 85 55 453.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 9.5 7 4.5 - - 14 11.5 7.8 0 5 12 9 6 48 4 12'-0' 14 t210 - - - - 14 12 8 &5 5.5 - - - 13 10 65 5 4 - - EDGE„015IANCE WISSU^S-SSPACING SCHEDULE FOR ANCNORG 15 83 45 - - - - - 11 8 55 4 :M - - S 64 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID'FOR EDGE DISTANCES 114MCATM BELOW.FOR E D.LESS THAN THE NOtCATED.REDUCE ANCHOR SPACING 35 93 6 - - - - - 13 9.5 &5 5 4 - - - 10S 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE SY THE FOUDCANG FACTORS, 0 Ks - 14 10.5 7 8.6 45 - t t 83 35 45 33 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE,LESS THAN MINIMUM SPACING INDICATED FOR FACH ANCHOR TYPE. 14 12 - - - - -114'111.5 7.5 6 S 9 6 45 4 - FACTOR . lu e - - - - 10 7.5 5 .4 3 - - 7,5 65 4 3 - - Ate- TAPCOON WfTH ADVANCED TAPPER+ 125111.51- - - - 12 9 e 4.5 4 - - - 9.5 7 5 4 - - - EDGE TAPCON ALL'POINT SOLD)SET BLUE TAP W/CAP TNRFAOFORM TECHNOLOGY 8 8 - - - -- - - 13 95 e5 5 - 0.S TS 5 4 - - - IAD - DIC7ANCE MIN.SPACING 14 12 - - - - - i4 05 7 &5 _ - - - IS 85 S5 45 - - - - E.Q. mN,SPACING a 3• MIN.SPACING=3' MIN.SPACING m 3 t/2' MIN.SPACING a 3" 33/4- 4' 10. 7.S - - - - 9 7 4.5 35 _ - 7 5 5.5 3 - - - V DE POURED CONCRETE& Tin E Cl1VClff1E BOCK POUR CONCRETE& POURED CONCRETE&Ppfiflm 0.l`PT�'tE tRmc 125 8 _ _ _ _ _ t1 6 5S 45 _ - 9 85 45 - - - CONCRETE BLOCK ED.-3 T MR.E -2 if2' CONCRETE BLOCK CONCRETE BLOCK EDa 75 - - 12 9 8 _ - - 9.5 7 43 - - - - OO1R1 tit E0..5 +�� MN.YD,=3 1 !FN E0.=Y 3 1/Y MIL E&=2 1/Y• 14 - - - - - ^ 35 10 65 - - - - 03 e s - BIAnE WORKING 3' to 0.90 T.o 0.78 t.O 4.84 1.0 9 _ - _ _ _ - 55 83 4 - - - - 65 5 3 _ _ ILj ,2�� 2 Sj2' - 0.81 1.0 - 0.67 1.0 1G - - IDS 8 5 - 85 6 4 - 1N Uig{SOS{7 2' 0.7T 09i 7 _ _ _ _ - 1.5 _ 9 65 4,5 - _ _ _ 1 3/4' - 0.91 - -• - 0.43 16',p•14 - - - - 95 6 - - - - - l0 7.5 5 - - - - 1 1/2' 0.35 0,35 a- - 8 6 4 6 4.5 3 .. - 9.5 - - - - 93 7 6 = - - - 8 a 4 - -i7.. FLORIDA.BUILDING CODE(Mon-High Velocity Hurricone Zone +14114 „{ -l�•���"` 02017 TiLTECO.INC, ED 2017 EASTERN METAL SUPPLY,JNC. 3 "UCF,y BERTHA HVTM a• a lC C? ■�. A,,�'„S'■;A. Accordion Shutter System n ) _ H.V.BLADE#1 W/OR W/0 H.V. WINDOW MADE TftLiT TESTING ENGINEERING COMPANY American Shutter Systems .H DESCRWTION DATE DRAWN'BY: La. & A7Lc�C ' 8353 N.W.38M,51„Sle.:(305)8 305.WRMW CARODIS.FLORIDA 3316 Association, Inc. 1 OLD 15-065 7/27/1 DATE: 07/27/17 t + Ph- 71^1530.Fex:(305)971-1531 4268 Westroods Drive 2 a 01:tit-fagot- West Palm Beach, FL 33407 3EB- DRAWING��a7 w4�1��......tp'�• Z.��yi+1T WALTER A.�0R.1ITl J1.RE 4 1 / {152 t FWRIDA Lt.7 44167 s SHE P:E .+Sr4 {19C DATE 3 00 :r .«•• : r .�l• _ •- 1/ a 1 Ata' • r : � :il ':y :i. :a• 'J:: '•4r . .� .Ili, iY' •,:.::•� :51. •: ►,�+�:Xt. = • �"l: :1•�. :.1 W: 1 rr R�m®��1Q�F�mQlm®m�� �!��®mtmEt�Q�i��3ltx FF�mif���f E7EElEI7Nt7E#E�Op6lEFl®iFl®�iGP7Qf7i>AOOQF�pQFt9E� GitEEltE7Ell© Mr.1 a Mac r 12Id»>l iOdl�il�3[�dt »6�I�i�mammai�dii#�aQ dE R�p3dF3 KA "an KillivNNAM f"Et7E1E>t1�1© dE�R7E7Ell© EIlEEl1�I>fIA101111 lElla EElEDk�IEIf E�QEi>•E>fE>rlFaEiF/©EliElidE3ElfEEid ETEtiEIEI7E)KALE I7iflMMM 3EEM EI<Er7©iiQai7MM®©K11111 lAO MEN WEEi3#ikliflEPlwom"EFmmm"""Ell ltd©E11E10 ' tLl�ml7INIEN MMM FNQIA111 "KEW!7©d[l[E#[lit3E�El iLliElEIIpENKA fElEY7EFl[ElEMU FFiLIEMIAMM lEfiElfM FiE7ElwEN �il3m DOdRMmmIoiQA aF>l�pS DiQ�O©� a� 0 [EImM7E>fOEIfQIEIMt! 0 E> 01 iElELiIZEItE>fE3ll ffl�3[cif![3t�3C117NI 1111"" MtlF3E>idEJMWE WOKE + �iiliElEIIEf>![AEEINEiM 1191NEUMKlElE>AE>IIAMM1UMQ©E7MMM + its M N ES[ lBAKUgangma tM EM©ElKill l7M7� >111!& XMIMl © En an C37E1111d91103111FDI,ME> >u"Mrs a©E�EIfE Ell[El�iQ �USE!RIlUNER03KlEMMEAMEOla QEMU7ME0aEE3xI©7E! 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WALTER k TtUJr Jr.P.E. MAXIMUM A.S.11, DESIGN PRESSURE AftffRHESEMIRG MAXIMUM ANCHOR SPAONG Onj S-CHEQUILE FOR A I'l GIVEN MAX, SHUTTER_ N. MW'A_t'Q), PRESSURE-RAMNG AND A COR ING Typf. (SEE MOUNVINGS ON SHEETS 16& 17). '=ZZZ L_J F=;t 1=Z-T-f=;;�'. I=- SOUTHERN PINE Na_ 2 W/MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SO I No. SPRUCE PINE SPRUCE PINE SOUTH 1/2'MIN. COX 2 W MIN.. 55, FIR NO FIR SOUTH DOUGLAS FIR W/MIN, 0=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN D U V Fig NORTH 8 0.5 IV/ MIN, 0.43 W/ h4K G-0Z6 SPAN(0) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 &'o FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0& R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNUNGS 0.0. WALL MOUNTINGS W& x W& x W& x P &0 S&V S&V S&V 7&Efl�HFd114t(}� 6DN NLRE R29FT PIRG TJUf i7'�7i'fU17E(RSS1E&OILS(p3) Ds:I AS•)83:FbS9:EF.C76{p} Dal7s tFce7+F'sh'3gHr„thS{,M} SFt R�{:/srS,'E PdfS48LFtEW(f� 0301 t4tkif RtS�Ei'AY:¢.tj D9,�TRAAf vHYi4Tim:(,+0 TiR®A:ffIDRE FAT7D(td) _T005130140 60 75 1.90 1 f, 1 1 75 1901105130 40 160175 90 05.30 40 60 75 90 05 30 40 60,76 90 05 30 112 Z5 30 40 160 75 0 40 _�DT75 90 0 30 40 6075 190�05 30 40 60 75 so�05 30 140160 -21105 )'-W OR LEM 12 10 10 9 18 18 6 16 6 $ I_#16 112 10 10 9 8 a 6 16 1 6 6 6 6 12 10 10 9 8 18 6 6 6 6 6 6 6 5 4 4 " 3 12112 12 11 112 12 12 12 112 112 112 1 V.12 12 12 :12 12 12 CS 1 2 4'-0' 1; 10 to 9 a 18 6 6 6 6 112 10 10 9 8 8 6 16 1 6 & 6 6 12 10 10 9 a a 6 6 6 C, 6 6 6 5 4 -4 4 3 12112 12 12 11 12 12 12 112 12112 112 12 12 12 12 12 12 L2_10 I 12 j_ 6 5.5 12 10 10 a a a a is I a is 6 6 5 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 G 5 4 4 4 3 12 112 12 12 12 12 12 12 112 12 112 112 12 12 12 12 12 104 61"e 12 10 10 9 8 16.5 6 16 6 6 15.5 4.5 12 10 .10 9 8 5 6 16 6 5.5 15 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 6 4 3.5 - 12112 12 12 12 12 12 12 112 12 12 12 12 12 12 10 8.5 7-d' 12 10 10 9 Sx 5 14 6 16 6 5.5 4.5 4 12 10 10 9 5 3 6 1 F 6 5 4 15 12 10 10 7 3.5 6 6 6 5 4 3.5 6 6 4 4 - - 12112 12 12_1_2 12 12 _I2_r12_12 01 12 12 12 10.584 7.5 11.7.i5 41 3.5 12 10 10 6 3.5 - 6 11 -- 12112-12 12 12 Q 12 12 12 12 11 9.5 12 12 1-5 9 75 6.5 B!-W 12 Ila io .5 4.5 3 6 6 6 5 5 1,.5 15 3 12 10 10 4 6 6 5 4.5 15 3 6 5 4 - - - r 9,-0" 12 10 10 5 3.51- 6 16 554.5 3.5 3 12 10 9 4,514 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - - 17.112 12_TT2__i2_10. 12 12 12 1.-9.518.5 12 12 10 a 6.5 5.5 iff-D, 12 IQ 7.514 -f-16 16 5 4 Y 1-2 10 6 3 - 6 6 4 13.5 3 - 70 3 6 6 4 3.5 3 - 6 5 - - 32 12 12 12. 1.5 9.5 12 12 72 tO_'8.5 17.5 12 12 9 7 6 f 5 6 4.5- 1 0 4.5- 6 5-5 1.5-r--1- I-I- I- - 6 15,5 +1- 1- .5 12 12 2 12 12 8*6.5 5.5 5 15- -112 1101-1- -16 5 13.5- 16 15 i 6 4 12 10 3.5- 6 5 12 7,5 6 1 V-a" 12 10 5.51- 6 i-2 5 12 2 11 91 7 B 12 1.5 1.- 2 12 6 F"k.,-g 1,IT5 122f 1 5 4 IS-O' 12 :.11: 6 (31 12 10 6 112 17ZI-1- 6 4.5 4�5 !2 2 12 10.5 8.5 2 a - 5. 21 4 I-qq 5E IEE22: 4 14"-Ir L2 5.5 55 _5 3 2 E 2 95 -E *2 12 jLa5 Bb s.51 4 2_1 9'5 1- 15'-6' 12 1 E2 Too- 12 1 V5 12 1 .5+5 16'-d' 12 5 1-111.81- .4_ IZ 12 8 ra ffl HV BLADE QR (!) HV BLADE WZ HV WINDOW BLADE. WORKING IN UNISON+ BLADE IN dN S.N£E1 19 NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL HE AS FOLLOWS: 3-SUBSTRATE SHALL CONSIST OF THE FOUDMNG: -SOUTHERN PINE No.2 W/C-G.55(;tDs) -1/4-0 TAPOON ANCHORS,AS IA4HUFACTURED By LT.%ODIUM( W/MINIMUM EMBEDMENT AS VOCATED AT -DOUGLAS FIR W!0.0.50(N.D.S.) EACH SECTION ON SHEETS IA&17. -SPRUCE PINE FIR NORTH W/C«0.43(N.D.S.) EXCEPTION..SEE NOTE 2 BELOW. -SPRUCE PINE FtR SOUTH W/C-ozs 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER UOUNWIG TYPE U.SHEET 11 AND SHALL CONSIST OF MIN, fIr CDk PLNIYOOD(1986 APA) LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4-AXC!��SHALL BE INSIAUM FOLLOWING ALL OF THE RECOMMENUATIoNs AND SPMFICATIONS OF THE ANCHOR'5 MANUFACTURER, FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 02017 TILIECD,INC. 2017 EASTERN METAL SUPPLY,INC. % BERTM HVTm -r-c- Accordion Shutter System /T7LE KV.MADE#1 W/OR W/0 KV,WNWN MADE oitac,\ A.SS.A TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.NDESCRIPTION DATE DFMH W. L.M Associafton, Inc. I OLD 15-085 OATU 07/27/17 0355 N.W.34W.St,St..305,VkINA G6ROONS,FLORSA 331V 4268 Westroods Drive 2 (305)371-1530.I-.(305)87t-1531 taw.a.m- West Palm Beach, FL 33407 -3 -DRAWING No .......... Es-0006710 - -_ WALTER A.TILUT Jr.P.E. -4 17-107 FLORIDA LIC.#44167 P.E. SF�plst��14/DATE SHEET 15 OF 20 JNSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & dk H-V* BLADES AS APPLICABLE /-WALL 0.T MAX. SHUTTER SPAN L+ OR L— EOR INSTALLATION!�_INTO WOOD WITH BLADE(j) rimLy SHALL 1�40.TAFCON OR 13E LIMITED TO 105.0 nsf. A.S.D. DESLGN- PRESSURE-RATING. SESHEET 19 FOR MAX SeAN & A.SA DESIGN PRESSURE RATING FOR INSTALLA11ON ITH BLADE (1)A IWA WORKING IN UNISON F N WITH ADVANCED THREADSRIA TECHNOLOGY I IeO TAPCON OR V TIN Rig ADVANCED THRFADFORM TECHNOLOGY ED AREA TO TXPC 14 PENETRATION OF THREA13ED AREA TO EXISTING T (W Min.PENETRATION F V11 JONI/jT'jJInt MPL SEPARKRON EXISTING WOOD HEADER. on(y 1. 1 : WOOD HEADER. (SEE SCHEDULE ON SHEET 15) , I �,i (SEE SCHEDULE ON SHEET 15) 1/4*0-20.3/4'S.S.ItACHINE To(SASS(SEE % SCHEXLE ON SCREWS W/ 1/4'-20 NUTS ELAVEVAND`__ a 12'O.Q ON%W 19 FOR M I MADES(D& A lfwfamm 11. �7 " / 9 M 1 011 1 7 ij i EXISTING MIR F1141SK rx4*WWC0D 11 il B ♦ EXISTING Not HEADER REQUIRED 2'x4'W HEADER MuREO 11450 TAPCON OR TAPCON WITH ADVANCED THI!WRI,T.FC.11'11OL"OY W/1 1/2' ExtsuMG ISH.SWEWPA4�PWAUTM GL TO (MET AREA TO 0.1%SEPARATION To GLASS EXISTiNG WOOD HEADER. I"' ON I (SE SCHEDULE ON SHEET 15) I I FOR EILADE QAND _2=�_(SEE SCHEDULE ON SHEET 11) E ON SKEET 19 FOR & 2.4,Cow.SILLADM(1)& PLATE REVb. &H-V WALL HEADER INSTALLATION 9Y WALL INSTAUATION �M HV WALL �R INMT LATION E)osnxc; . I; ;I T -I f__ EX, MIN.SEPARATION TO CLASS ,, I j_(S�T —Amu- 143 CLASS GLkss---�: j��E SCHEDULE ON SKEET Ily-1 SCHEDULE ON SHEET 11)— __01 T EXISAN 2wx4* SEPARATION TO CLASS O -1 Z� I GLASS---j WOOD Ste'EE SCHEDULE ON SHEET I 1 9 PLATE 11FA I 21 t t/4-0-20x3/4' 4;0jI;r20SxC3g S.S. MA 1/460-20x3/4"S.S. USING 3/4�20 HUTS ';MACHINE SCREWS W I WALL 11/4--20 NUTS 0 1 0 12'D.C. FINISH D.C. OR@CR CR ED] I OR 2`x4'CONT, WOOD PLATE: !i,;, /4"0 TAPCON OR TAPCON WITH ADVANCED -@ READFORIA TCOIF11 '2� REQt. LED!LLE�'. T W 2"x4",CQNT. 11 Min.PENETRATIONOTLORKED/111CA LATE I k — 1/4"0 TAPCON OR TAPCON WITH ADVANCED EXISTING WOOD HEADER. Ik I w'J f 'C N R bm- THRMFORM TECHNOLOGY W/ 1/2' (SEE SCHEDULE ON SHEET 15) I r-SE1 t'tWPENETRATION OF THREADED AREA 114TO PLYWOOD '/4"V TAI 0 a SH WALL 0 111 TAPQO.. ADVANCED $-SEE SHEET 4 FOR TYPICAL "For TECHNOLOGY FINISH (SEE SCHEDULE am SHEET 15) EXISTING MIN,27.4� 1 2� 1 "a" 7HREA! SHUTTER ASSEMBLY. w 1/2 PDJETRATION OF 2-MOUNTING SECTIONS CAN K STUDS 0 16,O.C.t PL'A 7=i*r C.M .G ANY L 1/2,MIN.COX PLYWOOD REO'D. N1 AREA INTO PLYWOOD COMSINED,IN WAY TO H REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY NSTALLATION. HV WALL SILL INSTALLATION I&XIST040 MIN 27.47 STUDS 0 16'D.C.MAX.REVD, ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WTH L�tW/ITH1�BEC1rGN 23g8 OF THE F,B.C. SECTION 2306 or THE @ HV W OF ®Z•�' SILL tySjAt1 ON F.S.C. ALL SILL INSIALLATION ;eE 16 SEE _�] 01 1 SME FLORIDA BUILDINGCODE Non High VeioCity HUrricone Zone, Y61161 k'Ok A. Ao« 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. • BER MA—H—W, 7k y 1 IL ECP INC. A. .A. Accordion Shutter System r S.SRV. BLADE#1 W1 OR W10 KV.WINDOWMADE American Shutter Systems TILUT TESTING & ENGIN EV-HE M"PRON tERING COMPANY - DATE DRMVN BY.- L.C. 5 NN.3W.St.,Ste.305,WIGINIA GARDENS.PUDRID4 3:316Association, Inc. I OLD 15-085 -6747/17 GATE 0/27/17 Ph.. (205)071-1530.I-:(305)871-1531 4268 Westroods Drive a — DRAWING No .-M.1 UJI.D.Ow.— West Polm Beach, FL 33407 3 WALTER A.7w J F.E. 4 17-107 E FLORIDA U. f 5 SHEET 44161 6 6 20 -INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR In HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L—FOR INSTALLATIONS INTO WOOD KITH HV 13ME El ONLY SHALL,BE LIMITED TO 105,0 psf. A.S . IG PRESSURE RATINg. SEE SHEET 19 FOR MAX INSIALLAT /-WALL FINISH ON WITH BLADE(I SPAN & DESIGN LOAD FOR & &A WORKING IN UNISON TAPCON OR EQ�2'MIN_ A _H ADVANCED 4'xg" EXISTING EDGE(IF APPLICABLE} ODFOVE 'Y WOOD I.M11 REQUIRED, —777 '7'7_jr7r_ THR& A M TECHNOLOGY STRUCTURAL ADEQUACY I. *S.S. V//1 1/2 PENETRATION OF THREADED ARE 1/4 0;S20A3US4S OF EXISTING WOOD BEAM I HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER 1. WOOD ER. w.] MACHI/N REGISTERED ENGINEER OR 4, 5) W1 1/4"-20 �SCM 7RU ES OR (SEE SCHEDULE ON SHEET 1 4-20 NUTS ARCHITECT PRIOR TO EQ- 0 12'D.C. sHLITTER INSTALLATION. 1/2 RAFTER 0 24* D.C.REQUIRED 4;11 OR yl"t ORO EXISTING SOFFIT YA COTNAPM ADVANCED 3/4'Max.THK. • THREADFORM TECHNOLOGY PENEM71ON Max. 4 • ED EQ-1 CONT.ALUM.TUBE f • • (IF'THRMED AREA TO 5/4 (6063-16 ALLOY)W/ N SHEET 15) A 1, .0 LAG SCAM To �257" EXISTING WOOD HEADER. 5k VI/1 1/2 W. JORAL F7 D.C. I (SEE SCHEDULE 0' Dlor Or @ (3)5116 Qt or @ or EACH RAFTER 09 TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER.(2'MIn.NOMINAL EXISTING MIN 2*0' _F F 'A EXIST I OPEN ROLE� EACH-•/ I CrCr=V 2 W� PEN GLASS SCHEDULE TO QASS EXISRNC STUD TO ACCEPT N OF,THREADED (SEE ON SHEET 11)- 5/16-0 LAG SCREW AREA VAUD FOR AT CENTER Of INSTALLATIONS WITH 72pst MAX.A.S.D.DESIGN LOAD ANG WL SEPAW)M • EXISTING VA SEPAW=4 96'MvL SPAN�THIS TO MASS ISM @HV W Jf I I SCIC=Q(SHEEr FOR WOOD W/WN.SPECIFIC ALL HEADER INgAUAT—ION SOFFJAXE ON SIS GLASS TO QASS(SM 94STALJA'RGN IS ONLY VAU0 I I FM BL-DE 0" MR II.AM Dr DOR CN SIM 9 FOR I S�m 10 GRAVITY OF 0.50 AS DOUGLAS MACESqj&o FIR OF.SOUTHERN PINE No.I IM SHEET 4 FOR T*CAN 11' OR EQUAL �S. Aro."_ HV CEILING 2- 10ING SECTION*CAN '': ED IN WAWJ WAY TO SUIT MY INSTALIAV& 11J, C I NG INSTAL] TON F_ --@0R& MIN, 1.41N.SEPARATION TO GLASS S09DME W SEPARATION EXISTING 11 FOR ELADErVANS TO CLASS (SEE SCHEDULE ON SHEET 11 FOR S & I(ONEE SHEET SCHEDUL11E) EN.ISTING CLASS\, Is LOCATION WALL 3/6 M. HEX 2'.EMIM WOOD FII 1/4' 4 3/6 fAH. -WASHER HEAD 7EK I OR 2-.6-MN.WOOD \-,6 SCREWS a 12' (NO FINISH DECK REQUIRED ALLOWED)DECK REQUIRED(NO FINISH ALL 2' EDGE EDGE OF DECK MCDK-) a' EDGE OF DECK IF IF APPLICABLE IF APPLICABLE APPLICABLE 1/4 I 4�OOTAP PHILLIPS TRUSS HEAD T� kPCOM OR N WITH ADVANCED MACHINE SCREWS 1/4-0 TAPCON OR T-APCON WITHADVANC�E�D_ T14AMFORM TECHNOLOGY%V/1 1/2-mim. MIN. 2"x4'MIT. THREADFORM TECHNOL013Y 1/4-0 TAPCO OR TAPCON!VffTH AD CED MIN- PENETRATION OF THAWED 4.SILL PLATE 4;'! TV/"/2 i W/,'/4' MS 14 TAREADFORM OF 'Mn-PENEIRATIO" 0 2'O.C.. TECHNOLO _t ED AREA To Gy VI/ I Ile Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EMSTNG WOOD REAM.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) OX HV WALK—OYER INSTALLATION OVO HV WALL SILL INSTALLATION FOR OWHV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ................. 02017 TILTECO,INC, 02017 EASTERN METAL SUPPLY,INC. rL B"R NA RVv VUO�,�. A,S,S,A Accordion shutter system �7 E M HV.BLADE#1 W/OR W/O RV.WINIM BLADE American Shutter Systems REV.N� DESCRIPTION DATE 90r.7 L C TILLIT TESTING & ENGINEERING COMPANY 7 - I OLD 15-085 27/17 6355 NAX 38.,St.SIN.305,MR90A(IMENS.FLORM PUN Association, Inc. 28YU. Pb�:(21W)371-1530-.Fax:(306)871-115311 4268 Westroods Drive 2 DRAWING No .-M.11: West Palm Beach, FL 33407 3 EB-0006719. - 7—107 L WALTER k MLUF J''Pl. A 167 5 SHEET P.E. SEAL §1_G*N'A*T*UFLORIDA Vc.144'RE/DATE 1 6 17 OF 20 END INSTALLATIONS (f) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS sews REa'a ,x1r. . r",NIL y ml*ne u .00 SIMS. ,J{•0 UK. (u/J�f"UHBJ �i \ / .eTto+OR O e•a.C. '� \\ !f P t 1 Cal j \ r sums°s 00"tl \ J x a oamvc GLASSy� EISSMG GIASS ,/T M Gmt /r i �1 :( ' lh , I SS'M DIM. lz : mvs GUL•.s' � t` roosru,G CLASS -tl f \\ I i .WL 59+YA.— x-1/1,rm,.cot ro ' eun �s:rAwla - io o aRss 0W PLm Rw slGaut w GLASS(SEE n•In cm seem• w sett t/,e•Ps' pa „Eaz eAGE R,a s1EGint at sear Fi.Yi.Tla. se1•wt w stir tt FSXi 9A£mR'D w a1fi1T I9 iw „Ra 811E®Ma , 1,(f1t B..ACE FCR ar+1nfsfUa G fsbss-my caYr. GO SIECT m,rn=SER BW„u ,a Ew M, nu,E(LOCKIT ,!z tfAT E,iNER SS1:WO L,a—III-05 4 � 1A' A.;, wL•*racSEEOTAL x FOR.. 01 RO 43- 1 ORtSEE _x 11 VEMN"�G� ,b naes -fS_V^Gr^e @- STE mr"s`'"cc"s� C- GOO'�-J•Q1” (gym-0, Q,i..0,r"7.s- ®•�'� END CONNECTION DSI (—S 00, CONN TfON EtAtt �Q EMCO ECTION DUAILIT END CONNECTION DETAIL 8: DusnNG •nERNiEO tWLY Fat SPAS GRE„G3 now tr-°• �Gtt.SS z'.{'ax rm ,/+o TM°AR,RmNo,s ,Hro woo. a A;CY.Cfl3 f,m " snros REa'6 Wf,,lY— WJ c aGtlz I E1oSTING PASS�, Paa,EtpiOn 0 O I3.O.G PE.Emrmn 0, 0.. W, W GLASS .♦ SEE UA10AlI0P1S OF USE FOR 1 `,n'�^L SOCItLE w�srEE .� 4' BLAl1E f7A ON SNEEf 19 JttL s,vtRIG�iw •+ :' „10R BIOS FOR - roa4W 'wa2fa --_ -- 5 I oBI➢CS 1-0t'� ON tN '92II11� to N,1, \ i ` D _ _?'' .._ _ 61Gv`✓ORQrC� ZAI 4 --- 6C3� @0pC3)"(q&qk3j VIEW �Y I IS. rr mx Waw l VuL_•' +��-Q.i7s•p. •O 6-t3-t�O• Z�•Q3- srvas Rta'a EWw lr II-�i°©d3- PLAN @•s-a•r6-u - c•0-4•t;•0- c�•v�- a-c�•� DETAILS, END CONNECTION DETAIL (9END CONNECTION DETAIL 1`22) �aaPfP� FLORIDA BUILDING CODE(Non High Velocity Hurricane Iona { 620,7 tiL1ECa.INC. 02017 EASTERM NVAL SUPPLY,INC. ti ,.�E,_, BERT VTM AS & A y b Accordion Shutter System a i! E C?�N�. 0 RV.»#1 W/CR w/0 N.v.wlNWN BLADE aAtc n American Shutter Systems Taut TESTING A ENGINEERING COMPANY ems e,, QESGRB1161, RA e �c E e :° 63"N.W.360L 6L,SW 703,YIRGRM GAROe?6,R JOAA 331 Association, Inc. 1 OLD 15-offs 7/zT I ogre: o�/z�/I� phmw:(305)671-133a.Fat:(3as)871-1531 4268 4Veetroods,!„Ive z DRAWING No f1•'•.,,•••••,,.•'• —.D:totwo-L.am West Polm Beach(, FL 33407 3 .Vs tn1 X#:•r ES-0006716 ; 17-107 P.E. SEAL/SIGNATURE/DATE F ARIBR U°.#44167 a SHETE$OF 20 �7 y iA�� 1 ° 0' °� •GENERAL LIMITATIONS� C-aNOQIaN5OF USE FOR.BERTHA jr o> UNISON 1111 k 0 5' I 1,MAY.A.S.O.DESIGN PRESSURE RATING-.+110,-170 psi. 2.EIAX.SNLRTEB SPAii:B8 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS E,7,.AS WELLA$ MOUNTINGS M.0,T,U&W ON SHEETS 16&17. ��-.s ONLY CENTERENTES 21 (BOTH W/ OR }AAE ALLOWED WITH OR','L5 ¢$�AR tN A SYM OR OPI D NG LAYOtR,IN CASE.OF OPPO ING 05 .04. N LA N MUST'BE INCLUDED ONLY AT 09ERIOR ACCESS SIDE OF 66' TTP.EA.END r I A 5.(A)HV LVINDOW BLADE 1@ SHAG.ONLY ALLOW A M=MUM OF 5 OPENINGS (3'pHOLES)FOR®PER BLADE AT SPAaNGS SHDYR7 ON SHEEP a. (a)MIN.CLEARANCE FRO L TOP OR BOTTOM EDGE OF NY WINDOW BLADE MAIL 5 WINDDWI3 t a r + OF ANY3'0.HOLE FOR,i(9 SHALL BE Ir. ALLOWEDNf!V u� rWINDOW BLADE 1A C{)FORST OR LIST'BLADE COMttaG¢UT FSM STARTERS AT ENDS MAY BE F3V VANODIY BIAOE 1 A^� //11A (D)HV WINDOW BLADE LTD'MUST BE USED ALTERNATE TO A SOLID HV 6LADEU THROUGHOUT SHUTTER'S WIDTH. r r r is (E)C MATES SrWl ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEN. a J gg SEE END THE PNTERIO DO F T i1V WINDOW®SHALL BE INSTALLED SO TAPS FACE CONNECTION r ! r • r r M 7NE 1NSEA10R OF THE OPENING BEMO PROTECTED.HV WINDOW MUST Be ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS' 10&18 TYP. 38 INC. FUD.HE4CMT. 9: 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS:"M WOOD FRAME BUILDINGSONON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z P P 1&2 Agave). IS 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATLoNS MTV POURED CONCRETE OR CONCRETE BLOCK WALL ILI ON SHEETS 12&13 AS UNITED BY ES SPAN AND DESIGN LOAD(SEE NOTI&2 ABOVE). i"/�($EE PLAN FOR REQUIREMENTS) B.MMMUM SEPARATION TO GLASS SCHEDULE.PER ASD.!E-1996: '�5 D H 1' TYP TOP&BOTTOM W --1��}mt .'aL *�7}! 'VMD ZONE UNNU14 SEPARATION TO GLASS NLMAITED WIDTH-- - 1 THRU 3 1• ELEVATION MIL WARAnav TO GLASS EKISONG GLASS SEE SCHEDULE DY SHEET 11 FOR BIADE(i1 4 6.25' _ _ __^ AND QY 7H6 JIEET FOR F1At Ta-�A _______�f ____�� —_______ __..____ � Mn TYP. SYMr EF14CAL CENTE 0 RMAT(5 17/ �i 0R$ MID Vt/0 (5EE!�'NATE 4 ABOVE) PLAN PLAN \ / TYPICAL{j} HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE to SHUTTER* ---_— '' FLORIDA BUILDING CODE(Mon, High Velocity Hurricane Zone 0201711TECO.INC. 02017 EASTERN METAL SUPPLY,INC. v '-J � w BERTHAVTM •' a - Ao S■ .A. Accordion Shutter System IL ECO:«�. wv.BI.AOE#1 w/OR w/o KV.W)NDOw BLADE t T1WT TESTING & ENGINEERING COMPANY AmeTICOiR Shutter Systems EV. DESCRIPTION GATT DRAWN 6W. I.C. Association, Ino, 1 OLD 15-085 7/27/17 DATE:. 07/27/17 b355 141%36N,SL.fila:05.NRGINIA OWENS,RCR=331E PNono:(3Q.5)871-1530.Fos:(305)671-1531 4,2fi8 Westroads Drive 2 ,1i a_maE 111teco®aN.Lrom West Palm Beach, FL 33407 3 DRAWING No ....... f�} ,' EB-0006719 4 17-107 `^.• :.•� WALTER A IRDT Jr_P.E. _ P.E. SEAL/SIGNATURE/DATE J'- FLORIDA Lb. aa1s7 a SHEET OF 20 i (M?A-653 GRA7HICDE 40 Min. VARIES INSTALLATIONS W f n HV BLADE & HV CENTERMATES1 -,2.000°MQ..; Iwn.a-6D GALS.STEEL 2 Mq4 ; INTO METAL STUD WALLS * y © 063• NZ METAL$NDS Ai 16 oc. g I 43b 41 0 o I -- --- t/2• 4711' 43 114"gMINAL W W L S 0 US ALUMINUM SL'EEV`E FOR SERTI- CCOROIQN SHUTTER,3/4'.6,/a:OMV marc wn.s 43c / 43a `oma 6063-T5 ALLOY CONT.CATV.STEEL TRAGK CHANNEL,+®6"O.0 f o 6'D.C.*: �' 1 z SYMM INSTAr�i AT10N TO METAL STU WALLS o ASTM A-653 GRADE(O A ZO ! SEPARATIONTO GLASS 5Ck#EDULIs s--3�°oYp• GALVANREO FASTENED a— I ' f. MAX. A.S.D. DESIGN PRESSURE RATING. +75, - 75 sf 'W/(2)t6v1/2'TEK SMUTS ON 1 �E7p511NC FINISH 39 �P ) •' INTERIOR @ FJSi'tF1Oft FACE i AS APPLICARLE 1 2. MAX. SHUTTER SPAN: $4" WIND ZONE MINIMUM i ASTM E-1996 SEPARATION a3c LENGTH+ 1' I MIN.SEPARATION w 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO GLASS c EXISTING rYASS—!(SEE SCHEDULE) di m T THRU 3. 1„ 43 1,4"0t 2iO3A SOLT 4. ONLY ENTERbtATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A 5 METRICAL LAYOUT- htU5T PENETRATE OF (.2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1/a`x O.a35 mlcx un{ EASTNG FINISH ; 1 INCLUDED AT-ERIOR OR INTERIOR ACCESS SIDE OF 2sD' t.373��� �CONC.GALV.s,EEL TRACK CHANNEL.{ AS APPLICABLE II, CENTERMATE. A5iM A-Lv, GRADE 40 is C-w , o 25 GALVAA 65 FASTDg TO-C- n-r—"" _-Lm I Wj Cz)C6YL/2`TM saws ON I 43c t 730 N iDtIEWOR&EXTERIOR FACE ,e 6"O.C. t ®6"O.C. n 1/4"0-20 THREADS a a ;.sti:". I I BLADE SLACK DETAIL f4NF IS ALSO VALID FOR 43C 1,14"0 ELC CONSTRUCTION } 38 CENTERMATE 21 APPLICATION WITH BLADED PRODUCTS FAB-Loi HD I -- d3b ! !6-. I 1/2i 9.035'THICK B '<'•v r 5;: 0 6" OX. COMPONENTS ' AGn.ASTM A-553 GRADE#o ;kax; i G-60 GAL'V.STEEL ;• �$ WALT WEADE SILL INSTALLATIQN METAL STUDS AT 16.O.C. Ain.:. —IXI58Ne FINISH AS APPLICABLE SCALE:3 8"= I• (TYP.TOP&80TTOIA) I _ t 1.3/jAiE "z O.ti,')5-I}31CK td'+n. t!-—————'^ —— — — —— s —— /DNTGAMEEL 1RACK CHANNEL, z ISTING GLASS ——- - - - - - - - ASTMADE 50 Mn.G-60 + i GAWTENED TO STUDS •.;. .:,.1• .- •:+ '• N INTERTERI I SYMMETRYCAL � I:'•..��: ' � I `' SYMM�TRYCAL '�J tv/C "TEK SCRLvr,ON I r 434 436 '43c` = { I. ." :1 I' I I ='i L`:' I ! =' Lr.IN. SEPARATION vAtilEs OR pacE I I` CENTERMATES W/' I ''•` { {'<•CENTERMATES W/"= ; {:..'rT.;. TO GLASS I i•. I ;I I (SEE SCHEDULE) 1: 1 +• •.I I 1 14 I; ''s: '•+ _EXTERIOR ACCESS SIDE: NTERlDR ACCESS S1DE':•'•� - I i_---------"'__�_�....___ —---IN' -- ----------- (5"Miri.} -- -I _ �...,__ ____ _ ______ _ ___ __ ______ __ _ _______�__ _ __ _—_______ _--_ 1221 -- -__ 1 2)1 N, 1 - - 21 21 LOCAT Al2 { - _ i __— \ _ _ i HV HEADER/SILL ENDS 1 2' r - ---------- ------ - -- VIEW Y �) -- - i 24 SIDE CONNECTION TO TRACK 3'1/4` 6 1/2,(TYP•) I- 7"— (Cont.) „t �.. 7” 6 1/2'IIAX.SLACKI' BYA BLADE SLAG DETAjL -HVF tMC FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 52017 TILTECO,INC. 02617 EASTERN METAL SUPPLY,INC. l, ,,` ••'+J }11':��9:, �,� BERTHA HVTM + N A A Accordion Shutter System A 3 1I l rE C D LNC. ■ ■ ■ R RV, BLADE#1 W/OR W/O RV.WIM M/®ADE TILUT American Shutter Systems EV DESCRIM00 DATE' DRAWN Sr. L.C.TESTiNG & ENGINEERING COMPANY Association Inc. , OLD 15-0115 7/27/17 DATE- 07/27/17 6755 N.W.36117.,61.,Ste.303,MWAM GARDENS.FLOROA 3315 i ` Pna m:(305)8 1-1530.FoY:t=)871-15314266 W6straads Drive 2 DRAWING No �afi`•���11IQ�` ;\LelA e-molB-MOS719 cm West Palm Bench, FL 33407 c Q EB_ppO67/9 17-107 .(� '-•.,.... "iir': + WALTER A.TILUT J.P.E. F RMA Tic.B 44167 .S SHEET P.E. S L�jA1�11EtDATE 6 .20 OF 20