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HomeMy WebLinkAboutProduct Approval (2) r y s - ir o15 Product Approval Product Aoorevat WOU> PmdM a Anolic21'0 S"M'>pnnlication t:Kt`AprdeeaNx+=+RxeL�ii Application Type Revision Code Version 2017 Application Status Approved Comments Archived Pedduct Manufazttuer American Shutter Systems ASSWijiian,Inc. Address/PhonefEmail X1268 Wdestroads Drive \'Vest Palm Beach,FL 3407 (%1)209-8263 kfeeleY@easternmetal.com -Authorized Signature Bill Feeley trodrigue_ti'�easternmetW Isom Technical Representative .Address/Phone/Email - iUality Assurance Representative Address/Phone/Email Category Strutters Subcategory Accordion compliance Method Evaluation Report from a Florida t ee lstered Architect or 3 Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed .walter A..Tiilit.3r.F.E. the Evaluation Report Florida License PE 441G7 National Accreditation and Manam ceent Institute Quality Assurance Entity 018 Quality Assurance Contract Expiration Date John Henry 12/31/enry Kampmann,r, Validated By Validatton Checklist Hard--at?y Received eertlhcate of Fndepsndenee FL389 R9 COI AMERICAN SHUTTER SYSTEhI ASSOC INC. DRAWING 17 107 CERTIFICATIt:c nc HNDEPENDENCE.POF X384 R9 CQf AMERICAN SHt1TTER SYSTFM�ASSOC 1NC DRAWING 17-106 CERTIFI(:ATION OF INDEPEI4DFNCE 1).PDF FI-389 R9 COI A N SHUTTER SYSTEMS 13RAw11,410 11_.6 9 CERTIFICATE OF INDEPENDENCE PDr -Standard Year Referenced standard and Year(of Standardl 2005 ASTM E-IM 2005 ASTM E-1996 2002 ASTM E-330 1.994 TAS 201,202,203 Nuivalence of Product Standards Certified By - t+eQwrt fr6?S:tLeAeccle .. i product A:•i«3^atiaf li#etl:ad €�ieCl:oel t�F��z: Date Submitted '09M'2017 `Date Validated IWIS/2017 Date Pending FBC A.pprovai 1-011 9ro 17 t?ateApproved 12/12;21 t7 Summary of Products EL Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlockirin blades retained by tracks Slade 3-(Non•HVHZ)-Drag 27- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZz No FL389 R9 ti AMERICAN SH€ ER SYSTEMS DRAWIN Approved for use outside HVHZ:Yes 17.169 SERI HA HV ACCORDIC N SHUTTER SYSI-EM PDF Impact Resistant:Yes Verified By:American Test Lob or'South Florida Inc. Design Pressure:N/A € Created by Independent Third Party:Yes Other:large Missile level"D".Max span is 22'-3"for 40 psl Evaluation Reports positive ASO load and 13'-0"for 3S psf negative ASO load F_L389 R9 AF AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade ivjo window blade,5'-2"for 110 psf ASO load 17-108 PROOUCTT EVAL(iATION REPORT PDF for HV3 blade w/o window blade and W-11 for 52 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade worldnq in unison.Max.spar,for HV3 Glade w/o Window blade for installations into Metal Stud Walls is 79"for max.ASO pressure rating of 4-72,-72 and 84"for+64,-6+5 psf.See sheet 5 for other spans and ASO pressures, _ 389.2 Bertha t V Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Ott€y-(Non-HVHZ)•Orwq 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in rtvarz:Mo F1389_Rq iI AMERI AN SH ITjFR. YSTEM ASSOC. Approved for use outside HVHZ:Yes INC, OR,AININ6 17-107 6ERTr1A HV_ACC. lfr�otQN,sr+uTTeR Impact Resistant:Yes 5-STEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 � Created by Independent Third Party:Yes p.s.f negative ASO load depending on centermaces and Evaluation Reports locking rod configuration for the HVI blade,W-0"for+64,- 1U89 R9 AE AMERICAN SHQaER SYSTEM ASSOc, 72 p.s.f.A:S.O.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-¢"p,s.f,for metals stud mountings and 8'-0"far 110 p.s.f. REPORT.PDF for HVIA working in unison.See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. _=CB; ertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Nan-HVHZ)-Dniq 17-106 (top and bottom)for story, protection Limits of Use Installation instructions Approved for use in HVHZ:NoA3.4 119-11 AMFRi ,ANSHUTTER y5j MSA $O JNC_ Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA,fey ACCORDION SHUTTER Impact Resistant:YesYS� T.POF Design Pressure:N/A Verified E3y:American Test Lab of South Flanda Inc. Other:Large miss€le.Max. IW-0"span at 30 P_. .f ASS;load Created by independent Third Party:Yes for SSa I and L8'-o"for Slade 2.See schedules on sheet Evaluation Reports 22,25 and 28 respectivelyL 3'89 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC, DR WING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Ineependent,-1 hxd patty:Yes f"Mtact rts::2GtsTQr'. '3aj WS9x.�r'i . -r-�t,^'rltt.',ct Gi t'{=S.3a is�'t a.;,:�,FC?e[tex:'Ca.C �Yii-?:i«^`33:.'SRr's 3:>;e N FC^,rt£a,;:>Y:rt:Sd�•C^5��'ls.::AR'?e:e.'!�:'fie4at.`t�a.+a'aall! P"` eCu+sL w not I've:!c' -4 to th.ett3;,laws;:.cm T cr the C-; -y stw4e cs-u3:—��ra3 aa3.t"pe::t�.�ae} �^ase dater.'Ss4"Zs:.13g'a_=r-=U4:3:to 457.205 f{y,Fes-. a s:+atvws''= tS3're.0awe.i.2'Jt?, E2E':se.^.uY`w'+?caap"v-ass'F.S.=im ciepvfri`3e." aQ e;=.'.•:.''=re:ss K'.t.d'haro 21fle..73;z e_.445 pm—Zed°Cay tx-�_ 'Tw eti ikt:Cwz`F:Ztx37 2 NY.".an,:.+u -^C_ _t;zsx'•1=,,sea�.l':¢`-mss.nr:�"rL*tx. t* a 4� =tSxN Cerzxx�izalt i,;a'tl 3+'i c:a*.s3 -xss aha-tr csc. <r.»araac-r;.a w ca"FutL- _TO dee�z?: a�a alc;.-sea LaCE Never qa'=,i=.3-,tieaa di'�-'_ - Ptodmct AppmvA Acrertxs: GENERAL, NOTES: 1. BERTHA N.V.ACCORDIONSHUTTER SYSTEM.SHOWN'ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W17H THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED"AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SMALL BE DETERMINED AS PER.SECTION 1620 OF THE ABOVE:MENTIONED CODE;FOR A BASIC WIND-SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER.WILL. TABLE OF. CIJNTENTS 13E INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN.PREr�SSURE RATINGS-INDICATED ON SHEETS 11 THRU 15,.19.&-.20. IN ORDER TO VERIFY THE ABOVE CONDITION,.ULTIMATE.DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE"FIRST REDUCED TO A.S.D, DESIGN WING LOADS AREA 1: (-I;t! 13LADES.I& !)� BY MULTIPLYING THEM BY-0.6 IN ORGERTO-COMPARE THESE W/MAX.(A,S.D)DESIGN PRESSURE"RATINGS..INDICATED ON SHEETS It THRU 15, 19"&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 R INCREASE IN ALLOWABLE STRESS FOR WIND.LOADS WAS NAI 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.Y:'ACCORDION SHUTTER SYSTEM'S.AOEOVACY 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 SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&,WINDOW-DETAIL –HV BLADE 0_80214GI-03,.BD715A7-O3,;1.1004.01-05,81214.01.-05,80317:02-06.80809;01-10 AND 80210.01-11 AS PER,TAS-201,.TAS-202 AND TAS-203"PROTOCOLS AND ASTM:E-1886 ARR�E,IA�p,p: "W 8 A - CU.AND„KVItt1t�DOW BLADE 1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND:ZONES 1. 2&3)"&81220.07-10 AS PER TAS 201,203&X203 PROTOCOLS LARGE MISSILE:. 1i i1"`E AP(�LIBI„E}. –HV WINDOW BLADE 0$OSOS.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE"LEVEL D:.WIND:ZONES 1,2,3) BASIC PROTECTION ONLY AND 8 0725:Oi-68 AS PER.TAS"202"PROTOCOL. TYPICAL SHUTTER ELEVATION&-NOTES ON LOCKS SHEET 5 INSTALLATION"DETAILS A–F,CONCRETE/13LOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE pi ARE ENGINEERED TO WORK IN UNISON WITH.EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED"ON SHEET 19 INSTALLATION DETAILS—G-M: CONCRETE/BLOCK SHEET 7 3, BERTHA H.V.ACCORDION PMS(HV SCREWS);USED AT BLADES.KNUCKLE AND FOR DIRECT-MOUNT,CONNECTION TO TRACKS SHALL BE 81422.75"AND 81491-75"RESPECTIVELY, 410–HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k5L YIELD STRENGTH AND 180'kW TENSILE STRENGTH. PINS.SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS INV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER,SYSTEMS ASSOCIATION.PINS-MUST BR THE ITV MARKING ON THEIR.HEADEND CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 , 4.ALL ALUMINUMEXTRUSIONSSHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED SHEETS 2'AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6"ALLOY IS 30.0 k9i AND 35:7 tui FOR Fd 6005–T5 ALLOY. - ANCHOR -SPAN TABLES SHEET 17 ANCHOII R.SCHEDULE–CONCRETE h Bl.(lCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 31.6"AST SERIES OR CORROSION RESISTANT COATED.CARBON STEEL AS:PER.DIN 50018'WITH"50 W MIN.YIELD STRENGTH AND 90 W MIN.TENSILE•STRENGTH. .ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SMALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411;33.4, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6:.BOLTS To BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEOULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR:SPECIFICATIONS:W DUDE(D::12,13.14,18 AND 20 INSTALLATION DETAILS M–R, WOOD SHEET 16 INSTALLATION DETAILS S–X,WOOD SHEET 17 HV BLADE Q&© WORKING IN UNISON: 12, 13&15 END CONNECTION DETAILS 7712&X,;WOOD SHEET 18 &THIS BERTHA H.V.ACCORDION"SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE.OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,.INC: 9,IT SHALL BE THE RESPONS181UTY OF.THE CONTRACTOR TC VERIFY"THE SOUNDNESS OF THE STRUCTURE"AMERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SF•AL/CAULK AREA W WINDGW E T QN I ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19' To..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• HV WINDOW BLADE(1)ONLY CENTERMATES AND ENGAGE OR LOCK ALL MY SAND HD LOCKS: 11, SHUTTER MANUFACTURER'S 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 SHALL BE. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOREVERY 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 POW is APPLIED"TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES.NOT PROVIDE INFORMATION:FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E:D. (b) CONTRACTOR TO BE RESPONSIBLE.FOR INC SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT.'.BASED ON THIS'P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A;FLORIDA REGISTERED ENGINEER:OR ARCHITECT WHICH WILL.BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE'FOR THE PROPER.USE OF THE.P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER"TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS:LATTER.'THESITE SPECIFIC DRAWINGS.FOR REVIEW: - - (e)ORIGINAL P.ED•SHALL BEAR THE DATE AND,ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL:_ENGINEER OF RECORD THAT PREPARED IT: FLORIDA BUILDING CODE Non High Velocity NurriCOne Zone y01 "(AIF?'�"iw_ 02017 TILTECO.MC, @ 2017 EASTERN METAL SUPPLY, TNG. 1 'fir .A� ` Accordion BERTHA MVTM d an Shutter Sy stem1 LTE CI0D1N, A.� SA H.V.HMADE#1 w/OR W/O H . WINDOW MADE � American Sh6tfer Systems Ev.N 6ESCRWIROH DATE DRAWN 6Y: LC: �jU y TILLIT TESTING & ENGINEERING COMPANY r a Associctlon, Inc. 1 OLD is-obs 7 n/1 DATE: 07/27/17 .. ♦ ea5s eLw.asfn.-sti.sk 'DR vrRclxu CaRhsys;FLCRM xsre �y -,- " Phone:(305)871-1530.Fc :(305)871-1531 4268 Westraods Drive 2 DRAWING Na �tf^ p"(4��UAMr � 1 e W Duer000a,ccm West Palm Beach, FL 33407 S�V�L77y/'1� A117 WALTER A.ES-11L T718.P.E;: FLORIDA tic.d 44167 5 - SHEET P.E. A16MAY6RC/DATE t t 8F 0 11 Wff%� BLADE VARIES 1.491 ��� L—. 4..385--ry-_-^Y- ^ I 4.,371. 1 1 4,a57' By. ER (l)HV SOLID BLADE (�)�HV UNIVERSAL FLOATER Y\t9il�� QUALIFIED FOR USE W/ COVERED UNDERUS PATENT # 5458179 QUALIFIED FOR*USE W1 HV BLAOE(�) HV DIRECT MO HV BLADE 01 0 (DA 14V WINDOW BLADE'S 6005-TS ALLOY A140 TEMPER QUALIFIED FOR UMSERMH 6063-T6 ALLOY AND TEMPER BLADE Wl 373K. 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY A TEMPER :124!-' r.-8 6063-T6 ALLOY AND TEMPER 085' 1.500 2�670' TYP.) 9ge now ttt 3.556' .670' 2.26' 9 072 N o842 _f4o .'a '81 ­­--------­------ 07 BY ADJ. ADAPTER W/LIP 4.436V" J12 ..6v* QUALIFIED FOR USE W1 HV k�L72� 0,072' 80 OV .920 -HV WALK— __ER TRACK J1 BLADE(D OuAURED FOR USE W/ HV ).H @V TRENCH TRACK HV ADJ4 FLOOR TR_ K 6063-713 ALLOY AND TEMPER BLADE(T) QUALIFIED FOR USE VI/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AM TEMPER BLADE T ONLY. (1-0 HV RAINGUARD BLADE 5063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6663-T6 ALLOY ATD TEMPER 'j VARIES BLADE VARIES 1.936- 6063-T6 ALLOY ATD TEMPER 1.417" 1670 .100 f .083* §1_1_083- .093' in ,083- : oar T7, FT W, W .09 9• 14 670 -3.: .06w V 670 686-14 � �670 3.629' =3.529. HV HEADERISILL CIS) HD CEILING HEADERAI 1 HV CEILING HEADER QUALIFIED FOR USE W/HV BLADE,01ONLY JU4 HD WALL.HEADER/SILL 6&LIFIED FOR USE W/ HV BLADE ONLY, 6063-T6 QUALIFIED FOR USE W/ HV BIADEO SEE SECTIONS FOR VAUE)PI, SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ 14V 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B Ti T2 x 2* 2' 0.125* 1- 10.062.1 0 5-MAX. 1/8- 1/8- v 3" 3" 0.090" _ (08 2" 5*MAX. 0.192' 10.192- SIDE ANGLE DIST QUALIFIED FOR USE W/ KV ALUMINUM ANGLES (1:9) 2,5' 7'MAX.,0.190. 10.190- FIED-FOR USE W/ HV BLADE QUALIFIED FOA USE W1 HV I BLADE0 ALLOY T ig) ,131* 6063-Tfi ALLOY AND TEMPER 6063-T6 TEMPER BLADE Ul ONLY. 2* S*MAX.MAX� 0.139" 6063-T6 ALLOY AND TEMPER Ii FLORIDA BUILDING CODE{Hon High Velocity HurriCone Zone, 0— tR A. 17, 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. 10. BERTHA HV E t N, Accordion Shutter System cp A,S,S,A■ Kv. RAX#1 W/OR W10 KY.WINDOW BIAX American Shutter Sysfams qEV.ll� DESCROMON DATE DRAWN ITY: LC. TILLIT TESTING ENGINEERING COMPANY S9 I OLD 15�'085 07/27/17 DATE. 07/27/17 FTA A balaflon, Inc. OF 4268 Westroads Drive 2 --DRAWING No F,04,:( West Polm Beach, FL 33407 3 305)371-160D.F..:(305)871-1531 rzo P, tift.. E8-X06719. _ 4 17-107 WALTER A.TI UT Jr.P.E. P SMM0 FLORIDA Lk.#44157 5 SHEET AE/DATE 1 6 2 OF 20 114.—A, - 1/1'=20 IE CAS'( 4�76 _ � 4 2 293' i p. 4" FIAT 77=19 , 7liRF1DEn n�5!NG'EtuNEt LANi s Io (2S1YP. EwRG "TED TNRFAOED -'DIE CAST O ) HGLl5VG F.lLMtEI 1ia�0• I - a q�i�N •. 6+XEO PA�N1E0 l }"' - RESS iURN- I 75' e �. .318 �`( "S CVUN4ER 6PISS CYUNnEN I .J �H._ W 6 I &&KEYS(CHROME (CHROME PLATED) 21 HV CENTERMATE � s. <:..w .( QUALIFIED FOR USE W/ HV BLADE,(D& to ONLY (L 21 HV FLOATING. ¢ NTERMATE ��QQRNER °• \o• �.z..s25 - �I�/ LOCK � SIV EQ RESS LOCK. 6063-T6 ALLOY AND TEMPER. OUA IED FOR USE W/.HV BLADE�1,,&"ONLY �^ . 3023 -I 875'1 QUALIFIED FOR.(SSE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY SAND TEMPER `L B.LADE 1 a YA ONLY. BLADE'..1Q& (L ONLY. O�LIFIED FOR USE W/ HV BLADEU1 ONLY 250"0.0 PLASTIC HEAD ; 2874':M 6063-T6 ALLOY AND TEMPER .518' N } " .. .i 6 MOLDED TO. µiJss` '2"2'`'1 4.045" .31 ' SCREW n W f �--1 n'—"'s� :360"AFTER RIVETING t :If Q6ryl o pe;, Os�� o h BEFORE RNE(INC 1/4"9-20 x 3/4" S.S. THUMBSCREW t/4"0-20 RIVNUT* SERIES 9444 ALUMINUM.(2024-T3 ALLOY)LARGE fiANGE THN T.7,_,� I $'15D-_,.,,__•f a33......— { f.. SHEET NUTSERr PART}0820:AS-.MANUFACTURED 6Y.AVDEL ,r-��pLE -' 822' CHERRY'TWORN,PAR.StPPENY,NEW JERSEY 07054 OR EOJAL PLAN FT{ONr El1VAPON {.} :"T" 4.566" i 2� LOCKER FOR "T" LOCK CENTERMATE �7QUALIFIED FOR USE W/ HV BLADE t)ONLY l SIV FEMALE "T" LOCK CENTERMATE 1�.J" LOCK FaY ALTERNATIVELOCK 6063-T6 ALLOY AND TEMPERQUALIFIED FOR USE OUALIFIED FO USE WfNV QUALIFIED FOR USE W/HV BLADE 01 ONLY QUALIFIED FOR USE W/ HV SLADEHV.J)ONLY W BLADECl) LADE USNLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / ONLY. p 1,_917 1.917' "155• 3.761 --THLUM6TLIRN CYLINDER OR 214 063. •062" 2141 6 KEY CYUNDER 545- I3 It n. 0.675'Min. ° .40 ryV. 4 (�a � 1 :125'Mo.. HD CE N0WCKING ROD2 CENTERMATE W i ROD ° o 1w .QUALIFIED FOR USE W/ HV BLADE(1)&: AQUALIFIED.FOR USE W/ HV BLADE Q)& TA » 6063-76 ALLAY AND TEMPER E 80a`. 6063-76 ALLOY ANO TEMPER . VARIES 12 Mtr_ QUALIFIED FOR USE W! HV BLADE 1 &I{�Al: __ 1/4'c 20 S3.OR 3/8.0-16 1:130' 6063-TG ALLOY AND TEMPER THUkBTURN I I,GET.LLiHUM85CREWS, I1 - ---""I•CYIJNOER 1 (SFE DETAILS) .t!° OR KEY ,,,._. .... _. 1#15' iaT• �-„ .1:57 Min. CYCINOER -1 78'Alaz. LOCKING ROD A L' 1�4" ,4',� 4D LOCK 375•0L'`J QUALIFIED FOR USE W/HV BLADE(?i , HV 3fS" ;_-�6 ,/�CETrgL �rt{.'r �.-2p gI � 24 BYREGENT HARDWARE MORTISE LOCKS SERIES 2.333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER CJ - '.,'ERIES..S.S. '(�•(I�MI3S(a(71.N1S` QUALIFIED FOR USE W/ HV BLADE 1& ID /� gg5)1NSTALLATtQN WILL REQUIRE A 7/16" HOLE TNUMI3SGREWS QUALIFIED FOR USE W/ HV A(ADE i� DIFILCED AT TRACKS FOR PROPER EMBEDMENT QUALtF1E0 FOR LL HV 6LADF 1Q FLORIDA BUILDING CODE(Han High Ys(Oc;ty Hurricane Zone k�1 i/ „'- 02017.TILTECO:INC. . 02017 EASTERN MEf/VI..SUPPLY.INC:. ^. PBER1GVTm Eht A■ .5■A■ TMA~_H - " f 1 L E C O N� Accordion Shutter System H V. BLADE#1 W/OR W/O KV.'MMM M 711I American Shutter Systems qrv.U OE5CRIPR014 DATE _DRAWN 6v: LC. 7} TILLIT TESTING & ENGINEERING COMPANY "Q STA k '6365 AIN,3SM St:St 305,VIPM%A WDO S,TL.OROA Wt 268 W Association, Inc.Drit OLD 15-085 L7/27/17 GATE: .'.07/27/17 .gip STATE OF - t,�� Pnn :(305)VI 7530.Fa.:(305)671-1531 47.68 Wesf?ands Drive z _ DRAWING Na a-mal OW0.0d0:.— West Palm Beach, FL.33407 3 �aiD�` ,�'4t' Ea 0006719 4 tSS"•-••»,• _,�',� 4l4 WALTER.ti nluT it.P.E. PZ S£,40 t RE%D11E. FLORIDA 0..g"167 3 SHEET -6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR �— 4.1 12'MIN. LFA P (3gy t0 B�1ADGE- P 06?5' HV BLADE 1 40 r`-' It lE 1a .t675'I .�.£ HV BtAi)E 1A � `✓ `_ l HV WNDON BLADEoG2s' .o62s .o6?s' I' .,`` BLADES 7_ y -P GF`N{N .625 ..1875' Y HV LONG RECESSED NYLON,BUSHING I I--xx'tb'� .-, KNUCKLE V 0,0625'. � 39 N K N ) 7 l.J H7 SHORT RECESSED NYLON BUSHING '- C � a o ' ;SLAT Po mgH R1.750ol HV NYLON HAT WASHER �• (DOR r?.N a B -y.1 !;' >non _. _..._ ,I HV WHEEL CARRIAGE.151 302-303 SERIES f��o2s75q' X 0.870"x3/16" THICK NYLON WHEEL. e✓ ✓ 2 7/8'MIN. r+v�wiNJgnw '315"0 CLEAR 03.09 0.188"0 AISI 302 SERIES S.S. RIVETS 1� ' 5eL nN 0625 -0626` 3:75500' HV 1 3/4" ACCORDION PIN 00/ 8 MEAD * EXTERIOR DEME t s$/4- . /a `�.^..... ^... :��� OPENINGS (IN CENTERS"FGTT nIJ v Y HV 2 3/4".ACCORDION PIN W/ jJB HEAD 11 __...,I_ 41: ¢ 0 75Do * ..I _ i 7�,•2yj .v.�. + s zCLEAR E7aERIga r �noy POLYCARBONATE IMPACT RESISTANT HV WINDOW j r_. mTwaN TYPICAL HV WINDOW BLADE AND 3 t 5 POLYCARBONATE HV WINDOW DETAIL � or @ a. *' ((SEE NOTE 1111)1i j j y{{ REQUIREMENTSR) I I I (D OR Q� ( f *POLYCARBONATE IMPACT RESISTANT HV WINDCC r BAYER MACROLOV 3103 POLYCARBONATE. RESINS, UV STABILIZED GRADE OR SABIC j _1 I 12.'MIN. BLADE T ME tNNOVAntVE PLASTIC LEXAN 103 RESiN * My PIN RrIQUIRE KNUCKLE FOR) EWTS AT EXTERIOR BLADE lijil 1 I I 1 OR I � (SEE NOTE "F" ON SHEET 19). a ' j (D '`74 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR v i 4 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR 1 POLYCARBONATE SOURCES FOR 1 EXTERIOR tiV� BLADE. TYPICAL, SHUTTER ASSEMBLY 1 F RESRT N:T.S. TiP1U4 PROPERTIES SLWOMO oop swlc nouM' (2) HV PIN MAY 6E USED IN LIEU OF }�AND ONLY AT HV PIN @oR TRtAT I NES f EXAR01 it°' 1ww w rc. B"E.S KNUCKLE. F1DSV'!u: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D sD.32R" (SEE NOTE •FOR SPSOAC OWN ASM 0782 0.0.3 mt' aVe m,A4 BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 0 _ir ® REQUIREMENTS) 1 ieftr vao St www ASM 0838: -9.00 R %wo—L F1ER0RN.SiRE1. AT YIELL1 ASin 0780 12.500 0 1. 13.00 px.t (3) HV PIN 742 OR @3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® _ ' I FLMRN.iw6uws Attu 0790 30,060 P 3.5.000 wL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, "5j ;I; �x0 CC HEo rz00MI.0256 1 17 KT-1uC SHEET ©0 i� ;}i paaRr�ss W}IEEL CARRIAGE DETAIL � RAAX OF UVVMG �O' Cts X� C-1 CAM Na's. .SSE)LILY LA OUT 'SEtf iCK106N ASik 01929- 1040'F 980`F ,'Qop1j,'PjyQ: 4111 0 5 TIX4tF.SFTft?a1N*df1T7i-:WEA[h OSTIA 838 9302:P.11 88!0 C 5_ �ZHV BLADE SOLID & fA HV WINDOW BLADE DETAILS E'S0.E STREW S 6ET9 E"� °°" ASW sae R46;,.,s: 9R80"'. N.T.S: 1JNru.r7117114N__ si p irTTi . .7i * FLORIDA BUILDING CODE(Non High Velocky Hurricane Zone •• 02912 EA`SiERN METAL SUPPLY,INC. o2g17 nLTEco,INC. BERTHA HVTM {, Accordion Shutter System A.S.S.A. H V.GLADE#, W/OR W/O KV. W IMM EVADE American,Shuffar Sys{Atns EV.N DESCRIPTION DATE DRAWN BY: LC. >' TILLIT TESTING k ENGINEERING COMPANY p% t� •'I(,' e`` G3S6 N.W.38th.St_St.3AB. RCM CA1tWr,:.PAWo 331Association, Inc. t .ALG 15-OB$ 7/27/1 DATE,. :07/27/17 ' 4268 Wesfroods Drive 2 DRAWING No •_' —+'' Phone. (305)B71 5531 -t0::(305]871-7531 ss�!?MAL ENCS j�,r o-moED 000066710"cam West Palm Beach, FL 33407 117-.107 WAL1r.A.TILUT Jr:P.E: FLORIDA Uc.¢"167 s SHEET P.E SEAL/SIGNATURE/DATE 6 4 OF 0 a c c a u N s T u C Q4 *NOTES ON HV LOCKS AND CENT RRM,AT S, �°,�"�,, �„ 1. MANDATORY CONDITION ft ONE HV LOCK 2•'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ;111 OR 12'ABOVE OR B OW 2 QF SHUTTER SPAN FOR SPANS UP TO 105•,AND FOR INST TIONS AT ANY ELEVATgN. HV LOCK 2•or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To CENTERMATES W/(2) T/4'4-20 x lf1"LONG'FLAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE.AS INDICATED ON ('4 TYPICAL SHUTTER ELEVATION. `✓°A`✓°A 2'. fQRl ,IF DESIRED,FOR BEIT'ER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 w i • LOCKKSS 22 Cep OR ?9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES t�! V rOR LOCATION OF L LOCKS SHALL BE AS 13E AS INDICATED ONTYPICALSHUTTER ELEVATION. 3. OPTIONAL CONDITION 12 BAIn RYCONDMON#I OR LIMMM MANDATORY.CONDITION lit- V�I .12 S U_ Ty/�,0 H.Y. LQ=w LOCKING RODS ARE NOT REQUIRED AT.,�iURftICANE POSITION, BUT MAY ° d o X256 cnO au'(id 5 BE USED [F DESIRED 70 ENHANCE SHUTTER PF.RF4MANCE, LOCKING.ROBS ii�.OR AN ALTERNATIVE DEVICE 1Y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4./�AN1ATnRY CONDITION i2,ONE HV LOCK( SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN � � Y AND INSTALLATIONS AT ANY ELEVATION. "V LOCK 124 or!`z�SHALL BE USED AS AN xOUTSIDE OR INSIDE LOCK. K { ATTACHED TO Tq CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 1 AT TOP& Bp OM "HALL BE USED. LOCATION OF LOCK SHALL BE AS'INDICATED ON TYPICAL SHUTTER ELEVATION. ' a NDC-RYc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET' 12. N ° aeg s. �9 • ONE ALTERNATE HV LOCK ;.MAYBE USED IN UEU OF FIV LOCK or'R`�FOR ANY SPAN AND g1= 2� INSTA CATIONS AT ANY ELEVATION.AL NATE LOCK @ MAY BE USED AS AN NSIQE OR OUTSIDE LOCK.ATTACHMENT / H _ ek Hill Wo 1 OF 1/4'0-2Ox3/4'S.S.THUMBSCREW TO C OR @ CENTERMATES SHALL BE MADE W/ 1/4`0-20x3/4"ALUM. ' qr, ''•-�y YRNNUT AS SHOWN ON SECTION HVE, SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO �` C�3Sffi V "' LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONOI]ON 03 Egg KEYSTONE MOUNTING INSTiy AMON • ONE HV LOCK I&or(g or SHALL BE 1j I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ! I L4 4 TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO C or(2 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE D 1 M'.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS I&W/0 EN DON SEE EN { I 1 OR�TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON a F f H I 3 K L P s TTYYPLL S.FU& 11 t *NOTES ON HV "T" LOCKS AND CENTERMATES; HEIGHT. I OF CORNER 1 $AND CENTERMATE t..+ ?:ONE ALTERNATE HV AT LOCK MAY 8E INSTALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND T rA oR 6 7TH$ TO„3S°4 OF LOCK AT ANY ELEVATION, NF RNATE LOCK® Y BE USED AS AN INSIDE V OU SIDE LOCK.ATTACHMENT OF LOCK®INCLUDES.USING,RQNFORBING LOCKEft:�7 AS SHOWN ON SECTION.HVG, SHEET 9,WHICH.MUST BE CONNECTED TO CENTERMATES'@ AND f9'W/ 1/4'9-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32" �l w WINGNUT OR W/ 1/4"0-.20x1'S.S.M:S:.INTO A 1/4.0. 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" (/�,I7/�f��fjy��«��7v�-�� G..j(/�77}\�* T��M.cx MAXIMUM ABOVE AND BELOW MIDSPAN.FUSE OF TWO LOCKING RODS,�'`i)TOP AND BCTOM IS MANDATORY. ( .CA @.60°p 1 a'CSS ox CD 4 *NOTES ON HD LOCKS�CI ES: (� 1 ND erfr W/H .�ffiE�lY):$..>1 OR J W!rY� :ONE ALTERNATE HD LOCK(5) MAYBE USED IN UEU OF HV LOCKS Cgs OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(RMAY BE USED TYPICAL (1 HV BLADE SHUTTER ELEVATION AS.AN INSIDE OR OUTSIO •LOCK.ATTACHMENT OF HD,LOCK TO 0 IS W/3#8 x 3/8"FH:&S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT QV AS SHOWN-ON SECTIONS HOB- AND HOC-HVC,SHEET.10.LOCK MAY BE INSTALLED AT M16SPAN OR 12"MAXIMUM BELOW OR ABOVE MIpSPAN.USE OF LOCKING RODS C&IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High elocityurricane one 111 Q� .. ., /T s"••� 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY. INC. �ic�ros� •. ERA HViM 4 Accordion Shutter System C Hv. MAX#1 w/OR w/O KV.WINDOW eu/7,7L7E . O S A■ "d TICCIT TESTING & ENGINEERING'COMPANY American Shutter Systems •N DESCRIPTION 0ATf 'DRAWN L1Y;..LC. T! F Associdttan, Inc. 1 OLD'15 7Ly DAT& 07/z7/17 0" 036,NMI 38W:St..Ste 30S_WgMNA CiWOEHS.FLORVA 3]14 42Eg WfStFOd5 Drive(305)071-1530.For:(305)071-1531DRAWING No S31 -'}�rV lA a-m 11;VIL.-Gool.— West Palm Beach, FL 33407 3 ffiEj S�Q ai Fta lrll''' WALTER ACTLUT Jr.PS, 4 ROR®A Uc.1 44167 5 P.E. sFAiJs1GQTU>�£/QAT£ s -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED--, CONCRETE SHEET 13) REQUIRED x-•1/4'0-20x3/4'S.S. CONCRETE \ REQUIRED CONCRETE ANCHORS i MACHINE SCREWS REQUIRED (1� 1 CONCRETE ANCHORS +" - SA Fl STO!+E(SEE R'JUNnNG OoN SHED7) —•.-- T (SEE'SHEET 13)SCHEDULE ON W/1/4'-20 (SEESCHEDULEON SHEET 13) 1. 1 NUTS 72'O.C. • r 1' T-- - 12 OR(4 ` fi1/4"D-20;3/4'S.S. s 6Ein. tt EO EO- MACHINE SCREWS •,„' " ,) __ EO• EO' USING 1/4'-20.NUTS I >` 1/2":f a 12'O.C. Tf2 ^ E 0.4 4 1/x .zso'Mo;. 15 I .' _�_�.p� 13 OR 15 zso' 1 I i .250"Max. i/E.p !,% I \ r 1 1 i Mo.. _ i I. \ OPTIONAL i r I 1 ,I" / IPT10NAL 1� A61/TO OR m ` 1I —OOR EXI5RNG 1 MIN.SEPARATION TO GLASS 1 1 .EXISTING 'M •alTt'F 19 RXi 1 I "' (I 'It .� CLASS (SEE SCHEDULE ON SHEET 11)-`-'' E9ADLS mkQ i MIN.SEPARATION TO GLASS G[hSA 7(SEE SCHEDULE ON SHEET 1 'Y EXISONG I)-- GLASS---4 'HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION HIV WALL HEADER INSTALL A�ION + KEYSTONE EXIST *- i MIN.SEPARATION TO GLASS ING i (SEE:SCHEDULE ON SHEET 11) GLASS--) M SEPARAW41 OR 1 1 r 1 1 Fx15RN0 {II(flTl( i i! 10 aA15(SEE 'I I MIY.SEPARATION TO GLASS I GLASS %- (SEE SCHEDULE ON SHEET 1T) q1 SIM 19/1Yt oP'RdNAL a CLASS—( I E O I t� FL i MOx1/4'Max.aPnoNAL. 15;iEti- tThE. D." J r� 1 1 . ,L/2 __ 18 13 of, � i ,• Min. 12 OR 1 d� 1/4'0-20;3/4 S.S. PHILLIPS TRUSS HEAR 1/4b-20x3/4"S.S-PHILLIPS J r I fQ EQ {{I MACHINE SCREWS USING { t ._ CONCRETE ANCHORS TRUSS HEAP MACHINE SCREWS \`CONCRETE ANCHORS 1.i 1/4'-2d NUTS® 12'O.C.. j ���� \ (SEE SCHEDULE.,ON W/ 1/4"-20 NUTS 12.O.C. J ' (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE— SHEET 13) POURED CONCRETE�7 :` OR CONCRETE BLOCK OR CONCRETE BLOCK '^-''"' L-"" '" SSINCRETE ANCHORS REQUIRED WAIL REQUIRED � LL SILL INSTALLATION (SEE SCN£DuLE ON OHV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED 0 HY WALL. SILL INSTALLATION £1 IF FOR COMBINATION OF EECTiO,YS: INSTALLATION DETAILS W/ 7-SEE SHEET 4 FOR TYPICAL SHUTTER >E D.>EDGE DISTANCE- i Sf£'UMITATIONS OF USE FOR [.�\� [� ASSEMBLY (SEE 5PECIFICATIONS.ON SHEET 13) tlIADE IA'ON SHEET 1S 01 1 L Y BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, j tIJ tE ,d ,/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona •'�CE%VS ✓�� 02017 TILTECO.INC. �2017 EASTERN METAL SUPPLY, INC. ,, '•y` T1 F'•,••. � BERTHA TM .4 /+/� A A Accordion Shutter System ' �� E C d INC. ■, ■ ■ ■ HV. MADE#1 W/OR W/O H.V.W1NWWI RADE • , American Shutter Systems EV.N UESCRIP11011.. OATS DRAWN 6Y: L.C. Q' TILLIT TESTING do ENGINEERING COMPANY ly ,5 Associatign. In T OLD 1s-Das 1 v/1 DATE: a7/z7/n ^('(-��(-}'�^. lk� 6355 tF W.3Btp.51..SL ]O5,NPa'+U crROENs.FL06�0A x516 4268 Westrnads D"le 2 tV .•L\`I-IV PH...:('OS)HTi 1510.Fax:�(3os)B71-1531 DRAWING Na '-'ON{L,ti��:+'EI amEB—`4008771`91"m West Palm 'Beach, FL 33407 97-107 •ter......... WALTER Z 1TLUR Jn P.E. �,�" FLORIDA Lia t 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 Of 20 I _ Aa4SSEPARATION FEOETtuCPc1xE9 SmaEEhGLASS-1 r Kfsx:E i MO1N:.ro5sSrCIEE7w+kPTARAtsE Tt)ION CPQUREQ CONCRETE ANCHORS OR C (SEE SCHEDULE ON SHEET 13) EXISTING REQUIREDGE OF tA5- Y . uSLAB IF ;AEatEXISTING —(DkR APPOCAHLE iI r 1 CLASS' I nv SMEEr ALTERNATE EXISTING 1 LOCATIONi/ �lDx3/4 HEX WASHER HFAA. r `� I' S t'r y/ ',.� i I �f /�•; i 1 1 OR:13 OR T$ 3/g`may- TEK SCREWS 4 12'O:C. r v l r y EDGE OF ,rn*i 3/0 CONCRETE ANCHORS 8 ✓ - ! r r SLAD IF (SEE SC14EDULE ON SHEET i3} I / E I;`t0 / x _ r'.APPLICABLE :._.EDGE OF %!STING ' r,1 t i I SIR9 IF t t u f CLASS I r Sugg I i r`t/2i-1 r ' EDGE OF f a r rf f^ APPLICABLE 'i APPUCABt E ^'� ! SLAB IF uN.srAT+A,ta+ .'E-0; f.E.O / OPPD1:d$tE TOURED POURED_ FLAT HEAD CONCRETE ANCHORS TO aAu(� ;I > i r CONCRETE £ D CONCRETE. "SEE SCHEDULE ON SHEET 14 -1 1�F g mMp 1. I �0 'POURED ' '..f r r -T»... FLAT HEAD CONCRETE ANCHORS. REQUIRED ( ) a1;sEE1 19 sal r T OR CONCRETE 3 (�_,,,,����� REQUIRED ' a{+>604r Qa REWIRED L-- t• D.*� D.fi (SEE SCHEDULE ON iSHEET"14) I1 TRENCH INSTALLATION VAUD ONLY FOR UP 70 +70; -78 PSF A.S.D. ` Q HV CEILING INSIALLATION Q' HV FLOOR INSTALLATION .t V' WALK—OVER INSTALLATION— DESIGN 14EEDUIEJ3uSHHEEETTTr11�`FOR SPANS PER EXITNG YiA���,y . CONCRETE ANCHORS cuss lec sEruu»rse i - (SEE SCHEDULE ON' "M it) I_.. 1 I . tcs,ntiss h / t/<D nW BOiiDEX UPCO1 W/ "^'�^(s2.solTmrlE --•--•--^ ..-...lT..._" 'SHEET 1S) A AAWED TNREOFORu (D au srau,0 t a r EXIST114G 'EXISTING—i EXISTING^j CLASS--��_ FASTENERS TAF PM 1/4 0 ORS VNI I" 1 f4• I. GLASS I t'W`TAO^ ro GAss pA51.3/4.IA LDI AD60IT'i w/ MAX. GLASS r t "Ks2 rcxcwre nn sxFzr lX) I'. -- 1!,J f uW.SDAGifmt in nLG3 i 3 f IdN,t9t9fIiV,EN[D 8 1 1 � � W.�"����"A 1) 1 O.0 FOR UP TO 6-f1 SPAN PAO I TU i i I' ,I 4'D.C.FOR SPANS LARGER THAN I 1 1 it4• l r T 6 O UP TO 8'-4 IUY.&mY-'7 4ho y l i i i t SEAN AT EIVRI FASTENER HEAD , j MAX. !/ (rYP.)(M NOTE t ON #10.3/4 HEX iE.D° J SHEET''.I?R UleTATIONS 3I� 112-AX: � r 3 OR W.N. _TEKHER HEADSCREW$ r AJJ :"i t.CONI..SEALANT __ter p { ./' .a 52 O C 014.3/4- HEX HEAD. 13/8 \ TEX SCREWS L99 0C f -1-- +�� 4x-1/4 S05. s1 1SING-x/43-2 S5US TS OR 1/4.0-20 S.S.M.S. r CONCRETE ANCHORS Yi f. _ 6 4y S'O..C. t Mo.. �i+ 'vim 111......___...0 122•USING oC,��xO Nurs W/NUT®9•o.C. ! -(SEE'SCHEDULE ON __ 11/ �- _ t SHEET 14) {{ iiI .�j� r EXISTING'NON STRUCTURAL -1.7 OR)$ /2 ..1- f`1 } R T 6 f I>"• 2:.00 MIN. WALL TRIM(DECORATIVE x EDGE OF 1 '� It ^'` 'M 1'� ;-. 1 ..E,U Sill) SLAB IF . ,,' f �L it 9 3/04C F.H.SDS.. MFH. POURED CONCRETE 7/8-, 1 7/8 APPLICABLE ..-CONCRETE ANCHORS' 'SEE NDTE 13{d) > _REQUIRED I SEE NOTE 13(E) �--•--CEO POURED CONCRETE {SEE SCHEUULE ON .ON SHEET f I` r(tr:•� ,' 1 r / POURED CONCRETE ON SHEET 1 1.? ,r '�.,E D,. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK y ' REQUIRED REQUIRED R t� SONE MOUNTTtING'. t S+T L LATiON OPTIONAL- POURED", � 1TWVciMW�.50.DESIGN PRE5SUIR+t54,77 p, CONCRETE �`/ pJV" WALL FLOOR INSTALLATION WALL WALK-OVER INSTALLATION I,,ix„ZM SND tR SAN g_D• REQUIRED HV RAiNGUARD INSTALLATION tTHIS,INSTALLATION SHALL BE bu�ec. j{QyF_F-Qg ,pjAJ�6119N OF SECTIONS:. r •—^ !�. t RENOVABI.E WHEN PERFORMED G D."_.EDGE UISTANCE IMACENT TO"AN OPERABLE,EXIT SEE LIMITATIONS OF USE FOR 1-SEE SHIM 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR:ENTRANCE- BLADE(9 ON.SHEET 19 ASSEMBLY INSTALLATION N. DETAILS W/ HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED. ❑ BUILDING /� //��//Xt C tt�� 7 IN ANY WAY TO SUIT ANY INSTALLATION. fffil A �` '"r„ -! FLORIDA BUILDING CO�E(NOn :High" Velacity Hurricane Zone' ey \��A, d4 02017 EASTERN METAL SUPPLY, INC. 1 ,Y Q2017 TILTECO,.INC. sF HA H Tit ilio. � A A Accordion Shutter System L E C O =N(.. ■ ■ ■ ■ RV.etanE#T w/oR w/o N.V. ►wNxw WM % American Shu#I3C S}siia T1,S DESCRIPTION 'DATE DFw;N Ey! E.C. TILL TESTING k ENGINEERING COMPANY �p* '� '/a < Association, inc. r CLD 15"085 7(z7(T DAZE: "07/27/17 •fit/ t� 6355 KW.3SR,51.Ste 30&.HRptN4 QARDVIS,FLOTVA"IC - '+�§L anone (305)B71-153D.:Fnx: 30s)a71-,s31 4268 Westroads,Drive z Cf1 / t }� 1'X a-m 1 Rltacnood.c m West Palm Beach, EL 33407 3 —DRAWING.IN/a�7 ONAL L v(4t EB-GDOSlT9 4 7�I A7/ ......./IAA,FAF 1 WALTER A.TUUT Jr.P.L. FLORIDA Uc,9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 S WALL, EETS 10 & I ` ` A,c .( �/ SEE NOTES ON LOCKING RODS D„HV LOCKS� l/U T 90' l l � /—EXISTING GLASS I N STA L LA l Q N S W/ ) H Y **AND ALTERNATE NV LOCK ON SHEET 3, B /�('�[' �f +•� �y�( BLADE SLACK DETAIL-tNF IS VALID.FOR ALL. LADE W HV CENT�RMATES CENTERMATES APPLICATION WITH BLADEC3 �°R®°R d. j onoal'4 fox lJ 1J �, QFSR S(a}'�`ENd WALL CONN CTtON 0-6.\Joa EXISTING GLASS GLASS QUAILSON SHEEIS p"@OR&@s-{s}•Q� } --`- ----------___—_____ ______ z'xz xL/6 3 ;'/a' ' 6 1/2CENTER A (6063-T6 At4"I,.T P0" OPPOSING I SYMMETRYCAL ANGLE W/(2).1//407APCON 1/2" oR@",® ANCHORS f0 CONOIETE' I GEN ER RTES (TOPJ86TTOM}+�,, I .I. -- ..E5 MIN. SEPARATIpN #10x3/4•S.MSt 0 12- TO GLASS (a)lyfaxl/2's.Ms rG rueE.l ( O.C...FULL LENCKT. W' NV. L 4 or 5. , W'/ HV LOC,( o 44 AT EACH ANGLE-(TV)I I' � {SEE HEFTSCHEDULE) N 5 1 1 ON sNe�r ,t) Al HVA HVg /,^'1 c��A ea'�•.�7 oa$ ca41Q+1'3. POURED CONCRETE OR l'.FJ Dry V EXi571NG CLA5S CONCRETE BLOCK WALL REOU EO EX�SnNG �Q. �a+6J I* SYMMETRICa��- --j N- -( �0 Zj O ®�-_ . . I 8 " 8 oR 9" 1 5 �ExtST N CENTERMATES 6 8 i 8 0R g . MIN.SEPARATION ..iGLASS �k ��" �» (SEE SC EOULE W� HV f OPTIONAL Ory'SHE£T 11) n6�" 'r �"OC ! INTERIOR} 0 �c�19 13 a L MIN 5EPARATIO` ��JG"!Jy, m Z {S�SGLASS G I N IONAL .� J ON SHEET 1.1) (INTERIOR) nn{{��r _—,....___.. ,^;..—.. .�_.._.,�___._._ -—_ _--_..._ - - ` ^ it to T - ANCHORS®"! I � R r ...:f�1 VARIES Y F * w 'C7 �-('J 1!c+ I•/`Jt =06 i 6 1/2'MAX;SLACK -} f 1 4 i541). (EXTERIOR) HVE HVF** H Y\/LJdtN�>rtliti,��,o' I+ A FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone p •• - �!2017 EASTERN METAL SUPPLY, INC. 11 P 02017 TILTECO.INC, Accordion Shutter System AN 1LIEC C ■ ■S■A■' Nv BI:AOE#1 W/OR W/Oµv. WNDW BLADE ••*, AmerICan Shutter,Systems CV.N DESCRIPTION- DATE DRAWN 8Y LC: TILLIT TESTING & ENGINEERING COMPANY t I@ a Association, Inc: i OLD 15-06s 7/27/1 G- b7/27/n ^� • -,yr 1` 5355 N.W.35N.:SL,Sto 305,MRCWW CAROL7i6,fLOROA 3315 Fhom:(305)871-1530.-Fox:(305)871-1531 4266 Westrdads Drive 2 •r\ ilk a- 7:t1tucu0ooLcom West palm Beach, FL 334b;1' s DRAWING No ZONA! 'i�vt1t1 E8-0006718 4 17-107. o/IIIJIiLrIN'"If WAt1ER.A TILLR Jr.P.E. FLORIDA Uc.1 44167 5 SHEET R:E.SEALfSIGNATUREfDAT£ 6 8 OF 20 ALTERNATE INSTALLATION W "T" L O V L FE L "T" OCKS CENTERMATES & LOCKERS r2b WZ 1 HV BLADE SCE END CONNECTION DETAILS ON SHEETS 10-& 18 ItISTALLATION 0 HV BLADE OUT IN l� E%ISRNO,GA55 6LADEaSLACK OETAP.Mf.INDICATED ON SHEET 8. W[ HD CENTERMATES l I i`t I �. WELL As uNwER-UAL rtwk10 BLADE®DCTM.MDO-H4D. �W�d1:!•�:.1'�8�a'f6'®°' YNDUTEDON THIS SHEET.WAY BE USED wrtH Ma uTER SE END WA NNECTION 10• a �'��.®°` 1N5i noN DETAR H40 SHOWN R+THIS SHEET. DETAILS ON SHE 10& IS i ©�o•��a�a•®� (EGuT-Ta AnurJ AsstW. m f 35, 35# ) AviL h/L2)111•.TN 5ro' , - { AN PS M caNane I c-----_____._ (oanoNu} __ b - (4)d+rolyrs.NsleoTrDnreE i 71o.3H"sJAs.oiL. -- - ---------------- -'.r...,..--- ---- - -._-... _.._.� N E- s-to(IYP) O.C.FULL LEHGHT. # -'�-.---^.•..-.-_.(4}N.V.' I - I N (4}M.V. -I W m�AA.KADN 30 HV "T" Pim(rYP.) ) T J/4. PiNs{sYP.} j 5 5 TUE sGHmtAE LOCK (INSIDE) t a� —. 6 B' 2 T 5 3 OUT 31 oR L � 31 DR 31 DR 3 31--@l rr✓✓ # 35# *SEE NOTE 6 FOR HV LOCK 2 1/4" 0--20 x 1 1/2" S:S:M.S• b - 35 (OPTIONAL} • W/ 7j8"0 x 3/32" WINGNUT. toPnoNA1y HD B_HV9 OUT -HVC 'I'LOOK.ON SHEET 5, * SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE) SYMM�JR CAL HD CENTERMATES HUCa* Wj(3� LOCK (1=XT_ERIOR) W/ LOCK (jTlTEijiOg} 't SF.AILS-A1UIYNUL (2024-T3 AILOY)LARGE nANGE DPN �aiQ�an�8}+C}7`01 8Oa10.•®� SHEET NUTSERT.PART j 0020. AS WANLIM111801 BY AVOEL CHARY %�..:.•.JJ, \l TWORN,PARSIPPEITY,NEW JERSEY % ( •.t1�1caQ•Yl+�a 07051 OR EOL'li. @w.1c0•�o.GB.©.w YJ 1 #SEE NOTES Ati(q_fPN3 A=0 t MO LOc tR1 SHECT 5 uN'ERSLL PLMnnc®MEQWE HDD-HQ 6 �•1 -�J MLV rOR AIL cp2ERMAtEs o0txATon MTM ELIDE HDO—HVDsa FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane tone .••"' •.• w�'y„ 02017 EASTERN METAL SUPPLY, INC. y`I V, '•,�1L+t1pi `,,, 02017 DLTECO"INC. CEY `•• ?' BERTHA VTM 0.4 A S S A Accordion Shutter System L E C O I N C. H.V.BLADE#1 W/-OR Wj0 RV.WINDOW BLADE ' American Shutter SystemsCV.H OESCRIPNON DATE DRAWN BY: L.C. / $ TILLIT TESTING & ENGINEERING COMPANY ` Association, Inc. I OLD 15-085 7/27/1 DATE, 07/27/17 �� GJ55 N.W.38tlI, St..Eta.305.NAGWW OMDENS.FLOWOA 331E O (305}871-1530.FR.:(305}871-1531•' PhBna: 4268 Westroatls Drive z DRAWING No N (11 a- I:111-o-1— West Palm Beach, FL 33407 317-107•-OJY�L, � 4( EB-0006719 17^i 07 • -�'•• /!!lr+Fl Ft WALTER A 71LUf J1.P.E. 4 FLORIDA Lk.j 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 - POUREfl CONCRETE OR CONCRETE �ROUREDCON CONCRETE POURED CONCRETE OR �/�` OR CONCRETE � OR CONCRETE '\; OR CONCRETE ��,.—__,✓`. CONCRETE BLOCK WALL BLOCK WALL REQUIRED ?-' i i BLOCK WALL REQUIRED ,f --" -'-""j� BLOCK WALL REQUIRED REQUIRED 1 EXISTING GLASS EXISTING GLASS I f EXISTING GLASS2`iAtN. NG GLASS CONCRETE ANCHOR — M ® 16'O.C. r 1 MIN.EVARA714Nf L� 2'M1N..'-' 3�"" TO CLASS(SEE ) {' ?AN.SEPARATION � SCHEDULE ON SHEET WN. MN.SEPARATION EO EQ TO GLASS(SEE TO GLASS"(5EE t1 FOR R.MEQAND TO MASS(SEE SCHEDU.E ON SHEET SCHEDULE ON SHEET 1/16'x3'MAX. 7XJ SHEET 79 FOR i t1 FOR rAME�AJJO SCLr~cDLnE IXa SHEET 11 FOR BLADE CII AND (6063-T6) CONT. BLADES(JJ&Q$1 ON SHEET 19 FOR _ 77 FOR BLADE 1O"M@ titt ON SHEET 19 FOR ALUM.CLOSER ` 1 D7ADES©& tJ2• �ON SHEET 16 FDR (L AT , BLADES Q)& PLATE. (LOCATE 112�T/ I T� \ BLADES It'1J&Q ERrI R SIDE AT EITHER SIDE MINt--� OF s) 1/2"MIN, Of®) I I .RUSE 1'OR 2`MAX. iDX1/2`S.1d.S. - i �, .,_ (AS APPUCABLE)x2"xi/8"x4'-2' #10x1/2'S.M.S. , _____ _i til 16"0.0. _lam ALUMINUM CDP ANGLE ® 16`O.C. d ' ¢ I (6063-T6 ALLOY)AT MID IGHT (i) 81ax1/2`s.Ms.TO(k�& _ /jl/ i (2)1/4'4 TAPCONS ANCHORS TO SEE DE[AIL X FOR,./ WALL AT t'p.C. (LOCATE AT SIDE CONNECTION i OR �� OTHER SIDE OF®) I ) QR OR �� SEE DETAIL X FOR �(Jr TO TRACKS - SEE DETAIL X FO I SIDE CONNECTION _ w®w©•7�w 6U"w tO'®°A SIDE CONNECTION a "�"'V•U7"'�:,/w 10•�w ar�w6• 1 w64IO•EF�3w IO TRACKS E-:6. 7a"8 LO•�w i0•®>*�'�/©�•ii�w TO TRACKS 10•�w�'�'+�-�w • p.®°'©«�wt(�.®w f0'A�wA��,•���7"A©�°' ©'Oj '©'"®'l;,!'�°' 6-7 •A� 6+7 ' lJ'Q'�°'�.�j:�a. ®'�.•N~tAm6�•7�,•.V'w ®,�ari 6 6• Q �ar©� �°` a.0w0.®a@I@- Q.�w�.�ar p.�wp.pwp•p w�® END CONNECTION DETAIL�3 END CONNECTION DETAIL END CONNECTION DETAILt w END CONNECTION DSL(2Q i REQUIRED ONLY FOR SPANS'GREA7ER THAN 12'-0" /-POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL '� GLASS /--^EXISTING GLASS �` REQUIRED _T _. r i _ 1�"„-#Aa.Anact s nL51 ( } ------- -- - TO GLASS(SEE' ' I !”31___...—__ y r_ 16- WIN. MI1L SFPARAisON 1'/ ,-- — ©OR®OR.(DOR SCHEOL7E ON SI-al --------- -------- it FOR BIADENCR .0,010 COETE +'' 1/2'MWg� . SCHEDULE '. -.-_-_---__--_.. -" .- - ON SHEET 18 FOR ANCHOR o �� s ii FOR ELME SAND 4 i--,--- ---- @OR@OR(qOR(. CONCRETE BiADES m&Q)y/ 12`O.C. ? ON SHEET 19 FOR __ __ ANCHOR BLADES(D&a I OR 1� s r 6' O.C. ___{ 1!2 MIN. 4- ,I ED 2 ! MIN, 2"MIN BLADE S/,�� ON SHEET 79 yEW0OR3OR(OR(DpR(g y Y ! 5 eoR �• # PLAN iU` OR K(& :lI DF�c A �LL POURED CONCRETE OR w;�6•jwB�wiO•Q 1m : 1Q' P,©'�,h'�.®w ENV STAL A I NCONCRETE BLACK WALL 10 �'+'�•x:llJ'I�w 6 7 w 6 4:71 REQUIRED U•O'© @-0 0- (L HV BLADE OR 4 NV. WINDOW BLADE INTO &(D©@—•o 0- �w� ®o-n�ar © �ar(1 tiwC>7 ®� O'�w®•�w�•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL " N CTIO E Q w�.® FLORIDA 8UIlDING CODE(Non Nigh Velocity Hurricane Zone i %' lCEP1 '• ✓�}ti 0+2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. 1 L E C 0 - �■�. ■A■ Accordion i hutter System _____ ,_--- H.V;GLADE#t W/OR W/O H.v WNDOW MADE .T}% J American Shutter Systems Ey,N DESCRIPTIl7N. GATE LiriAWN Rr: L.O. 73 ( .: 71LLIT TESTING & ENGINEERING COMPANY rjQ' Association, Inc. 1 OLD 15-Da5 !2711' DATE- 07/27/17 t7 '•. F st 0 BSss Nw.3ssn.S"s e,aaa.Hue Nu cw v?s.FLatw 33 r '1 +� Phone::(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING Na V tr'" a-m, 671e�ooaa.com West PGIm Beoah, FL J3407 ff 17-107 til EB-00067ss�v11WALTER A TIL Jr.P.E.FLORIDA Uc.!9.167 SHEET P.E. SEAL/SIGNATUR£fDATE 10 OF .20 SCHEDULE/f 1. SCHEDULE _#2 SCJ(EDUIE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" "'— (ft.). FOR INSTALLATIONS W/ ,AL OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS - INSTALLATION LEGEND =N �~ CENTERMATES. & or or INSTALLATIONS W/ ty I CONCRETE & WOOD (t) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 0r 0 Or or & W/ ONE HV LOCKS `�` MANSORY POSITIVE A.S.D. DESIGN.PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or b'or' L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA, a 28 29 Vl ONE'. W/ NO LOCKING RODS OR -W/ NO.LOCKING WALL A. 9, C. D, E, M, N, 0, P. Q. A.S.D. DESIGN PRESSURE RATING. 4J / ® ODS MOUNTING F, K & L R. S, & V. tQ"T" LOCK 30 W/TWO LOCK NG (SEE NOTES f,t1) (VAUO FOR MOUNTING(91 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35�A,1T1{LO��TP��&+BOTTOM EE /� SNEE1 7) FLOOR/CEILING G. H, I, [1, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE k Woo INSTALLATIONS V CONCRETE&1Y000 CONCRETE MOUNTING & it w,p u+wuvY 'N lwcuw GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A9.G @SGV ASD DEIGN AS.11.DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CElUNG PURE WALL MOUNTING PRESSUIlt pR CEtuY.L MOUtmNG DETERMINE MAXIMUM SPAN 1+"FROM SCHEDULE. R.tINc RAi G / GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, �F» MOUNTING FLOOR/CElUNG MOUNONG (P.af.) OR DC (+On,-3 (+GR-) FLOOR ALL MOUNUNG TERMINE tdAXIbUM SPAN 'L-" FROM SCHEDULE. t+ (8) L-(8) L+ #Q L-(6) L+ (ft) L-(R) L.+ (I) t-(6) O MAXIMUM SHUTTER SPAM 't+"OR'L FOR 30 OR LE 16'-0' 16'-0' i6 0' t6'-0' 3d 76'-0' 16'-0 30 16'-0" i6'-g^ INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN G EQUAL-TO THE 35 35 tat:-i0' t4'-t0` 105 PSI,A.S.D.DESIGN PRESSURE RATING: MINIMUM DETERMINED SPA14 BETWEEN 1+'AND 'L-". 40 13'-1D" 13'-1g' 14'-2" 15'-2• 40. 13'-10 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE+MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3" 45 13'-1" 13'-f 45 131-4' 14'-3 •I HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S" IV-5" -12'-8" 13'-7" 50 12'-5' 12,-5, _50 12'-3' 73'-i' MOUNTING INSTALLATIONS. LACKING SPECIFICATIONS W/ FLdORJCEIUNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION ((2 55 11'-10" 11'-10' I2'-1' 12'11' 55 11'-IO' 11'-10" 55 11'-I' 11'-11" FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE 60 tt''4' T1'-4' 17'-7' 12•-4" 60 17•-4' ik'-4" _ 60 10'-2• t0'-7/" NOTE 5.SKEET 5, RATING: 65 10'-10" 10'-10' 11'-1- 11'-11' 65 10'-10' 10'-10' 65 9'-5" 10'-7" DETERMINE. Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 70 8'-9" 9-4' 70 d6'-6' 1D'-6' 10•-9^... ll'-5' 70 10'^6" 10'_-6" Lz+�+ MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10_;,-1' .10'-1' 10'-4' 11'-1" 75 _10'-1• 10_=1" 75 - 8'-9" .F INSTALLATIONS.. _ '�'F EXCEPT THAT MAXIMUM 5h1UTTER 80 9'-14" W-10• 10'-0" 10'-9" - 80 9'-10' V-10" SPAN"L+'OR'L-•AND MAXIMUM AS.D.OESiNG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE -- 85 9'-6• 9'-6' 9•-9' 10'-5' 85 W-6" 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE (BITING: 90 9'-3' 9•-3• 9'-5" i0'-1'_ 90 9•-3• 9'-3" OR CONCRETE BLOCK SNAIL BE UMIT£D AS FOLLOWS; DETERMINE: 1- CONNECTIONS TO KEYST014E MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' W-9•� 9'-2' W-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 P.s.T. AND 8'-0'.SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8'-4' 9'-0 9'-7• 100 8'-9' 8-4" MOUNTINGM)ON SHEET 7. INSTALLATIONS. 105 8'-7" 7.-11' W-9' 9'-4" 105 B'-7' 7•-71• 110 8'-4• T-T 8'-7" 9;-2' 110 8'-4' T-7" T- /'+ }��( FINAL MAXIMUM ALLOWABLE SPA14 IS EQUAL TO THE 115 8'-2- 7'-3• 8'-4" 8'-11" --.175 8'-2' 7'-3 SET-ARA7(OIY 10 GLASS SCHEDIDLE MINIMUM BETWEEN"Lr+:.'L2+`, "Lt."AND 'Lz-" 720 8'-0" W-11' 8•-2' W-9' 120 W-0- 6'-11• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0- 8'-5' 125 7-10" �W-8• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 73O T-8" 6'-5" T-10" 8'-1' 130 7'-B- V-5- WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7" 6'-2' 7'-s 7-9 735 7=7 MINIMUM sPAc1NG. 146 r-5" 5'-11" 7'-7' 7-6' 140 7'—s" s'-1, ASTM E-1996 SEPARATION 145 7'-3' 5•-9' 7'-5' 7-3' 145 7'-3" 5'-9" TO TSS �- 150 7^2" 5'-7. 7-4' 7'-0" 150 7'-2' 6'-7' _155 7'-0' 5'-5" 7'-2' 6'-9" 155 7'-0' V-5' 1 THRU 3 }„ 1.60 61'.-.I 1" 5'-2• -7•-7' _6'-7" 160 6'-17' --5'-2" 165 6'^10" 5'-1" 7'-0" 6'-4' - 165 b'»10" 5'-t' 170 6'-9• 4'-11" -W-11" 6'-2" 170 W-9' 4'-11" 175 V-7' 4'-9• 5'-9' 6'-0• 175 W-7" 4'-9 -ie6 6'-6' $-8 6'-8 5'-10 18tl 6-6' 4'-B HV BLADE 185 6'-5• 4'-6- 61-7' S'-8" 185 6'-5' 4'-6' 190 _ 6'-4- 4'••5" 6'-6' 5'-6' 190 6'-4" 4'-5' 195 6'-3 4'-3' 6'-5- 5'-5195.. 6•-Y 4'-3" 206 6'-2' 4'-2" 6-4• . ,3" 2200 6'-2• 4'-2• 205 9'-i 4'-1 6' ' -3' s-1'- 205 6•-1' ,�. '"'�. FLORIDA BUILDING CODE(Ron Nigh Velocity Hurricane Z04 \1r 7'.% Q 2017 EASTERN METAL SUPPLY. INC. 02017-iILTECO,INC. `''' BERTHA H TM * 1 L E C O INC. ccordion Shutter System y� .. H.V. BLI+DE#1.;W/OR W/O HN• WPIDON BLADE te American Shutter SY3t8Y$ EV.N DESCRIPTION DATE oaaw+a;:.M;mv..t.G.TILUT TESTING & ENGINEERING COMPANY l'% 6355 N.W.16th.SC,SL 365,NWNA GOADENS.MOMDA 3314 Association; Inc. r OLD 15-085 7J27/t oAtE 07[27f17 i'nona:(309)871-1530 (305)871-1531 426$ W@SfrOad5 QriVe 2 DRAWING Na ••..... -`�\ L71 p ej;t"t-0pol.ctan West Palm Beach. FL 33407 3 17-107 (� \ tf LB.1ILUT19 4 IP7t L rf� WATER A TnLR dr.P.E. ,rr•' FLORIDA Uc./44167 5 SHEET P.E. sEAL/S1 x%TURE f DATE 6 11 of 20 MAXIMUM (ICHOR* SPACING (in.) SQUEDULE.FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. D SI N NEGAITI& PRESSURE RUING AND A CORRESPONDING MOUNTING TYPE FOR CON{ ANCHORS SPA-( G7t E�ND POURED CONCRETE .1.0 WA A B.C,0'AN ON 6) POURED CONCRETE BLOCK _ TAPCON OR WA=VNA WAtt HEAD MDUNTING (&WALL HEADER MOUNTING WALL HEADER MOUNtiNO D VIALL SILL DUNTiNO (P)WALL SILL OUN1tNG C&(F)WALL.HEADER/SILL TAPCON WITH ADVANCED SPAN W W/ W/, W/ 4 MOUNTING THREADFORM TECHNOLOGY (R) ASA.O1 J1 NE6ATA9.PffSsrd RATlIG ASD.OESvtt 7SrtihL YFLSSUtE 84T9(G a4 A50.,EFS#i ttE6AthE PRF35LTtE RASG16 ASA.tFSCN tOLiTK PRMJ E AA191G As.p.L1Ea*ar.WrAtnE?Rf3 9An60 AS.O.DMW IZAIM PRMURE RAtwO ALL POINTS SOLID-SET 30 40 80 75 90 120 100 205 30 40 60 T 90 120 160 205 30 40 6p 75 90 120 160 2055 30 40 60 75 .90 120 160 205 30 40 0 75, 90 120 160 20S 30 40 SQ 75 '90 120 160 20S BLUE TAP 14 12' f0 8 e' B 6 .6 14 12 t0 8- 8 6 14 121101 9 8 8' 6 6 !4. 12 1O 9 B 8 6 - 14 12."70' 8 8' a 6 5.5. 8 tl 6 8 .8 8 7 5S 3'-0` 14 12 10 9 8 8 6 6 14 12 TO 9 a 8 6 5 14 /2 t0 a 8 8 6 6 14 12 10 9' 8 8 6 6 14 12 10 4 8 8�6 8 '8 8 8 IT 8 8� B' a 7APPEfti^ OR 14-12 tp 9 B B 6 5 14 12 10 9 8 -8 6 6 14 72 10 It t1 8 It 6 14 �I2 10 9 B 8 6 3 14 12 10 -9 1 8 0 5 0 8 tl 8 a+8 8' 8 6.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 i t4 t2 t0 9 8 8 6 8 14 12 t0 9 .8 8 6 - M 12 10 9 8 8 8 8 8 H B 8 8 8 0 7 141.12 1.10.1-9 B 8 8 a 14 17 10 9 8 8 6 6 fa 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 -Iq 9 8 7 5.5 - 8 8 8 8 8 7 OS 4 4'-0` f4 17 .10 9 8 6 6 4 14 12 10 9 6 8 6 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8 9.5 - 14 12 t0 9 e 8 6 6 B 8 8 8 8 8 8 8 to 12 10 9 H 8 4.5 - 14 12 10 9 8 8 6 4 is 12 10 9 8 8 6 6 14 12 TO--9 -8. 6 - - 14 12 10. 9 8 8 0 - 8 8 8 8 8 8 6.3 5 14 12 10 9 B B 6 { 14 17 10 9 8 8 6 6 14 12 10 0 8 8 6 6 14 12 10 9 8 _8 - f4 12 10 9 8 8 6 - 8 8 B 8 8 B 7 5.5 14 12 110 1 9 8 It 4.5 1 74 22 t0 9 8 8 6 3S 14 12 10 9 8 8 6 S 14 12 10 9 1.5 - 14 12' 10 -9 7.5 5.5 - - 8 8 8 8 7.5 55 4 .3 * SEE ANCHOR 5,-0" 14 12 10 -9 B 8 4.5 - 14 12' -10 9 B 8 6 3.5 14. 12 10 9' e- B 6 6 1{ '12 10 9 8 7 - it 12.-10 9 8 8 6 B H $ e. 8 8. '8 B 14 12. /0 3 $ 5.5 - 14 12 10 9 8 8:4S - 14 12 10 9 15 8 6. 5 14 12 10 9 8. 3 - - 14 12'- f0 9 8 7 ".8 .8 8 8 8 7 'S 4 SPECiFi{A720N$ 74 12 10 .B H 8 4 - /4 12 10 9 8. 6 0..35 14 12 10 9 6 '8 6 6 t{. 12 70 9 8 - - 1t 12 10 9 8 7.5 - - B 8 8 8 8 75 S.5 4" ON SHEEP 13 14 t2 10 9 0 5.5 S 14 12 10 9 8 B 4.5 - 14 12 10 9 8 8. 6' B )4 12 9.5 7.5 4 - - 14 12 -9.0 7.5 6.5 35 - - 8 8 0 7.5 6.5'4.5 3.5 - 6,-0" t4 12 iq 9 8 5.9 - - ti t1 iq 9 8 8 4.S - is 12 t0 9 8 8 6 b 14 12 10 9 8 4 - 14 12 t0 9 8 8 f - 8 8 8 8 8 8 B 7.5 I4 12 t0 9 8 J 1a f2 'tq 9 8 8 14 12 10 9 8 8 i5 3.5 14 12 10 9 4.5 - - 14 12 10 9 7,5 4 - 8 8 8 8 75 5.5 4 3 14 12 t0 9 8 5 w 14 12110 9 8 8 4 - t4 12 10 9 8 6 6 5.5 14 12 10 9 5 - 14 /2 .t0 9 8 4.5 - - 8 8 8 8 8 14 12 10 1 9 8 4 - 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 6 - 14 12 8 45 - - - 14 17 6 6S 5.5 - - - 8 8 8 6.5 7'-0` f1 72 10 9 8. 4 - 14 t2 10 9 0 85 3 - 14 12 10 9 $ H 6 - 14 t2 10 9 'S - F4 12 10 9 8 7 - 8 8 8 8 8 8 75 6 14 72 70 9 45 - - 14 12 10 9 8 S 14 12 10 9 8 7 4 - 14 12 10 5.5 - - 14 12 10 8 6.5 - - - 8 B a 8 65 5 15 - 14 12 10 9 7.5 75 - - 1a 12 10 9. 8 6 - - 14 12 10 9 8 8 6 - 14 12 10 6 - - - la 12 10 8.5 7 B 8 .8 H 7 5 .F 14 12 10 9 55 3 - }4 /2 10 9 8 45 - 74 '72 10 9 8 6 - - it 1i 7 - - - t4 11 7 5.5.3.5 - - 8 8 7 SS 4.5 3,5 - - �,-0, la, 12 /0 9 5.5 - - - ix 12. 10 9 B 4,5 - - 14 12 10 9 8 $.. - - 14 i2 ill 7 '4 -^ _� /4 t2 "10. 9 ''B. 3 = - B 8 8 8 8 7:5 7 4 __,,,__ •5EE LIMITATIONS OF USE FOR 14 12 10 5.5-,3. - 74 t2 10 9 8 - - - 14 t2 10 8 8 55 - 14 12 6.5 3 - - H 72 8.5 T '4 8 B 8 7 5.5 4 S BLADE to ON SHEET 19 74 i2 70 9 S - 14 12 10 9 8 4 - 14 12 10 9 a B - 14 12 4.5 - - - - 14 12 9.5 7S 4.5 - - - 8 8 0 75 6 4.5 - - 14 17' '10 6.5 45_- - 14 12 10 9 7.S-- - - 14 12 l0 9 8 - - - 13 9.5 4 - - - - - 13 95 6.5 5 - - - - 8 B 9.5 S 4 3 - -- --~-' B-0` 74 12 19 6.5 4 - - - 14 12 10 4 7.5 - - - i+ 12 t0 9 8 - 14 12 t0 5 - - is t2 70 4 55 - - B 8 8 8 8 8.5 6 3 t4 tt B.5 4 Ti- 12 TO 9 4.f' - la 12 10 9 7.5 - - 14 t1.5 4.5 - - - - - 14 115 7.5 14 12 10 6 4 - ix 12 t9 8 7 - 14 12 10 9 8 - - - 74 12 9 - - - - i+ 12 8 B.5 - - - 8 8 8 6.5 55 4 - ta 12 9.5 5 35 - - 14 12 1O 9 5.5 - - 14 12 10 9 8 - - - 1.5 8.5 - - - - - 11S 85 8.5 - - - - 6 8 5.5 4.3 SS - - - T0,-0" l4 12 9.5 5 35 - 14 12 10 9 55 - - 14. t2 t0 9 0 - - - 14 12 7 - - - - 14 12 10 7.5 5 - 8 8 8 8 6 7,5 4.5 - 14 12 55 3 - t4 t2_ 10 S 3 it 12 10 9 6 - ti tOS 3 - - - - 74 105 7" 1S - B 8 7 55 4.5 5.5 14 12 9 4.5 3 - _.... 14 12 -1P 9 5 _14 72 10. 9 8' - - 14 11 - - - - 14 11 7.5 - - 8 8 7,5 6 5 - - 14 12 7 - - - 14 12. 70 - - - t4 72 10 - - - OS 8 - - - ^ 0.5 8 5 - - - - 8" 8 5 4 3.5 - - 11,-D" 14 12 7 - - - - 14 12 IO - - - 14 12 10 - - - 14' 17 5 - - - - 14 12 10 - - - - - 8' 0 8 B 8 7 3S''- 14 12 4 f4 72 tp. - f4 i2 1q - - t2S eS - - - 7.5 9.5 6 - t4 12 8.5 - - - to 12 10 - - - - 14 12 M. - - - - - 13.5 10 - - - - 14 10 7 - - - - 0 8 7 i5 4.5 - - - 14 12 5.5 - - - - - 14 12 10 - i - - 14 12 to - - - 95 7 - - - - 9.5 T 3,6 - - - 8 7 4,5 3.5 3 - - 12-0" 14 12 5.S 12 10 - 14 12 10 - - - - 14 12 4 - - - - t4 12 10 - - - 8 8 $ 8 8 8 14 12 J - - - - - 14 12 8 - - - 14 12 10 - - - 1.5 8.5 - - - - - - 1_1.5 85 4 - - 8 6S5 45 414 12 S - - - - - 14 t2 10 - - - 14 12 t0 - - - - 2.5 9.5 - - - - - - 1S 9.5 45 - I- - - 8 8 6 5 44 12 - - - '^ - - 14 12 - - - 14 12 - - - 9 4.5 - - _ » .. - -965 - - _ Z - - 8. 65 4.5 15 3 - - _ �^ 14 12 - - ^' -' 14 12 - - - - - 14 l2 - - - - 88 8 8 8 K5 14 12 - - - - - - 14 12 - - -t3�-0" 14 S2 - 14 12 - - - - - 0.5 5.5 - - - - - - 0.5 6 - - - - .8 8 5 .4 3.5 - - - WINDOW VBADDE H/V BLADE OR n1 14 .12 -^ - - 44 12 - - - 1S 6 - - t.$'8,b - - 8 O' 5.5 4.5 - W! 1�V14 i2 - _ - 14 /2 _ _ 14 12 - _ _ _ _ _ $ 3 _ _ - _ a 5 .. _ _ _ 86.4. 3 _ - - WORKING IN UNISON 14�-0" 4 Y2Y4 12 _ _ _ 74 12 - - - 14 9 _ _ _ _ _ 14 12 - - - - - 0 8 a07.5 47t4 t2 - 14 12 - - - - 10 4 - - - - - 10 7.5 - - - - - - 8 75 5 4 3 - - 14 11.5 - - - - - 14 12 - - 14 12 - - - -- - - 0.5 4 - - - - - 10.5 B - - - - 14 - _ _ _ _ 14 _ _ _ _ _ 14 - _ _ _ _ _ 7.5 - - - _ _ _ 7.5 _ _ _ - - - 7.5 SS 35 7 14 - - - - - t4. - _ _ _ _ _ _ 1+ _ _ _ _ _ _ 8 $ 8 7 7 SS - 18-D' 14 - - - - - 14 - - - - 14 _ g _ _ _ _ g _ _ _ _ _ 8 7 4S 35 3 - 14 - _1_ _ - _ 14 - - - - _ - - 14 - _ 14 _ _ _ - ti - _ _ j 14 _ _ _ - _ - 7 _ _ - - _ 7 _ _ _ _ _ _ 7 5.5 3.0 14 -_ _. _ _ - Ia r. _ ..tq. _ 14 14 - - - 8/t _ _ - _ 14 - - - - t4 8 8.5. F 3Siq - - it - 14 - 0.5 FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone, 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY, INC.13ERTHA HVTM A■ ., .A. Accordion Shutter System H,V t _MADE#1 W/OR W/0 H.V. 1WNO W MADE 7tLLD'TESTING;& ENGINEERING COMPANY American Shutter,:Systems 'EY,Naompi nqN DATE DRAWN$Y: I.C.' 7Q S7 fA 6f `' r+ Asso4latlon, Ind. t OLD 45-O85 7/27/1 GATE: 07/27/17 + v3s5 N.W.36N.91.,9 a sas;wvcu i ci7 a rs FLORw x316 4268 Westroods Drive 2 � P9anc:(305)871-1530.F94:(305)871-1531 DRAWING No .•',�6 157 __j: OTItev09pt...rt West Polm Beach, FL 33407 3 `s`��aNAL Et3t'� 14,1 WALTER A TILUT 4.P.E. ` 27-107 FLORIDA U.1 44167 5 SHEET P.E. SEISL�313wtOR"E/DATE 6 12 OF 20 MAXIMUR- + SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A. D Or'"MN NECAM PRE IJR�RATING AMO k GORNTINGS E. GN &IH N SH TYPE TOR CONGREiE OR CONCRETE BLOCK INSTALLATIONS(SFE NWM7NfS E.G,&MON SHEETS'6&7) 1.ANCHORS TO SUBSTRATE SMALL BE AN FOLLOWS: PWfED Wt1 lE/COHCFQ78 elAOlf POURED CONCFIETE (A) TO EXISTING POURED CONCRL7E:(Min. ('c- 3 ksi) UAIOMIDN O WALL SCLC MOUNTING 0 CEILING MOUNTING �FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUiLDEX.(Min,f c=3 icq SPAR ANCHORS SPACIN•LEGEND --1/4"0.3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (3inr-f'c= 3 Ii) (TI) kS.DE Sa7 NFfdINE PRE3Aif✓E BALING D.DESIGN NEFAIRE PRISSM R1TaIC(Olt) .0E9G11 KrAINE PRESSURE 0ATL86 1/4.0 BLUE TAP CONCRETE.ANCHORS W/CAP AS MANUFACTURED RY FLORIDA fA5TENERS DIRECT,INC..(Min.Fc -2 ksi) TAPCON'OR - Ileo TAPPER+ANCHORS AS MANUFACTURED SY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS'SCREW,BOLT&SPECIALTY 3p 40 60 75 90 120 160 205 30. iO 60 7S 80 720 160 205 30" 40 60 75 90'120 160 205 TAPCONYATH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED.WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATIOB, INC. 14 12 to it ..8 e 6 SS 14 12 10. 9 8 8 6 1 '12 10 9 8 8' 6 THREADFORM TECHNOLOGY 3 ksi) '3'-0'' .14_"t2 to 9 "8 8- 6 6- 14 12 10 4' 8 8 6" 6 14' 12 10 9 8" 8 -fr 6 ALL POINT$SOLID-SET- OR LESS 14 12 10 B 8 B 6 6 14 12 00 1 .'FJ- 8 6 6 U' 12-'10 9 8 'e 6 $ BLUE TAP W/CAP NOTES: 14 t2 AD 9 8 8 6 7 14 12 10 8 8 e 6 6" 14 12 10 9 8 e 6 6 TAPPER+ AI)MINIMUM EL48EDMM INTO POURED CONCRETE OF TAPCON OR TAPCON Wait ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 5.5 3.5 14 12 10 S 8 8 6 6 14 12 10 9 0 8 "6 S ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". ¢._0. t{ t2 10 9 B 8 6 6 14 12 10 9 B e 6 6 14 12 10 9 8 8 B s.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 as 14 t2 t9 9 B 6 4 3,s A.2)MIN04UM EMBEDMENT OF 1/4"0 X 3/4-ALL POINTS SOLID-SEr ANCHORS SHALL BE.7/8"INTO THE POURED CONCRETE, NO EMBEDMENT 14 12 10 9_ 8 8 6 4,5 14 12 10 9 8 8 6 5.5 14' 12 10 9 8 8 6 4S INTO STUCCO SHALL.BE PERMITTED. //4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 t2 10 9 7.5 SS 3.5 - 14 12 10 9 8 8 6 S. 14 12 10 9- 8 7 55 446FF U_%MOOS O: U 19 SF FOR EXIST,AND'1*MINIMUM FOR WALLS WITH NO STUCCO: 14 12 00 1-8 8 6 6 14,12 10 9 8 8: 6 5S: 14 12 10 9 0' 8 6 4.51euOE ' 14 12 10 9:' 'B 7 4 14 12:'10 9 8 45 5 3i5 -14- t2 10. .8 8.5 s- 3:5 -3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS;PAVERS,OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 1 I 9 8 7.5 4.6' -. 14 12.10 -9 8 8. 6 4.5 /4 12. 10 .9 '6 e. 4-5'. .75 ANCHORS SMALL BE 'LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED 4H 14 12 9.5 7.5 6:S 4.5 - = 14 12 10 9 -Er 7,S 5.5 4 14 12 10 9 8 "'5 45 3.5. NOTES At)&A2)ABOVE.FOR INSTALLATIONS.ON VINYL'SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR t4 12 10 9. 8 B 6 - 14 12 10 9 8• B 6 5" 14 12.-10 9 8- 6.5 5 3.5 INSTALLATION INTO EIFS IM METAL STUDS 31E SHEET ZD. 14 12 10 9 7.5 5.517 - 14 12 10 8.S 7 5.5 4 3 14 12^ 8 6.5 5.5 4 3 -_ B TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 i0. 9 8 6 - - 14 12 10 9 8 6.5 5 .75 14 1Y 10 85 8 5 4 ' t)1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILOEX. 14 12 8 6.5 S.5 3. - ^ 14 12. 10 0 e 6.5 4.S 3.S 14 12 l0 B 7 S S.s 3 - 1/4'0 4 3/4"ALL POINTS SOLID-SCT ANCHORS,AS DISTRIBUTED BY All POINTS SCREW,DOLT&SPECIALTY COMPANY. 7•-0' t4 12 10 0 8 e - - t4 t2 to 9 B 7 5 4 t4 12 t0 9 7S SS 4 3 - i/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. It. t2 i8 8 6.5 14 12 9 7.s 6 4S 35 - 74 10.5 1 5.5 4S 3.5 - - 1/4'0 TAPPER,ANCHER ORS•AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&.SPECIALTY 14 12 10 8.5 7 4 - - 14 12 -10 9' 7S 5.51 4 1-.. 14 12 9 7. 73 4:L _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS-ASSOCIATION.INC. 54 it 7 5.5.45 - 14 12 10- 9 7.5.55 1 4'1 114. 12 9 -7 6.'45 3 B._O. 14 12 10 9 8, 6.5 - -' 14 T2 10 0 8 6 14 - 14,. 12 10' 6 65 "5 3S - NOTES:, 14 t2 18.5 7 5.6 3 - - '14 12 8 64 5.5 4 3 12s 9.51 6 5 4 -.3 8.1)MINIMUM-EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON T4 12 19.5 17.5 6 --. - - 14 12 9.5.- 8 8.5 5 - - t4' 12 8 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I'. 13 B5 6.5 s 14 12' 10 8 63 5 14 12 0 6.5 5 4 9,_0. t4 i2 i6 9 8 - - - 14 t2. t0 9 75 4.5 - - i4 12 6S 7 55 4 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 z 3/4'ALL POINTS SOCIO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO la n,5 7 5 6 4 - 14 11 7 55 9 3.5 - - 11 8 5S 4,5 3.5 - EMBEDMENT INTO STUCCO SR41L BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 !2 8 65 4,5 - -114 12 83 7 55 4 - 14 104 7 5S 6 45 - EXIST.AND i'MINIMUM FOR WALLS WITH NO STUCCG, 1a-5 - 6.5 53 4 - - - - t 4 12 9 7 6 4,5 - 14 11 7 5.5 4.5 3.5 10'-0" 12 10 9 7.5 - - 14 12 10 8 6.5 5 - - 14.12 8 6 5 4 - 8.3)W CASE THAT PRECAST STONE;PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUNO.ON THE.COSTING WALL OR FLOOR, OS 7 S-3.5 - - = 13 93-65 5- 4. 3 - -" 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH.THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 11 75 5.5 - i4 11.5 9- 6 5 4 ^ 2,S 95 6 5 4 4 NOTES 8.1)&0:2)ABOVE.FOR INSTALLATIONS ON VINYL,SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 8 5 - 14 12 a 6.55.5 4 - 13 10 I.E.5 5 4 3 - FOR INSTALLATION INTO ETF5 WOH METAL STUDS SEE'SHEET20. 12 10 - - - 14 12 9 7 6 4.'3 - - 1t 70.5 715 .5 (C) ANCHORS SHALL BE INSTALLED'FOLLOWING ALL OF'THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AICHOR'S MANUFACTURER. .5 5_ - 12 9� 8 4.5 4 3 - 9 7 45 3.5 J - - - t 7 - - - - - 14 IGS 7 5.5 45 - - 1S 85 S5 4.5 3.75 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E=D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. '7 4.5 - - - 14 113 7S 8 5 - - 12 9 5 4.5 4 - 12 10 - - - - 14 12 8 6S 5.5 - 13 t0 63 5 4 - - EDG (1tsTANCE VERSUS SPACING SCNEDTt,�.E FOR AC7CHQRS: S2-D` 85 4,5 - - - - - 11 8 5.5 4 3.5 - - B 8 A 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUU FOR EDGE DSTANCES INDICATED BELOW.FOR E.D.LESS TWAT THE INDICATED.REDUCE ANCHOR SPACING 95 6 - - - 13 9S 8.5 5 4 - 0.5 8 5 4 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. S - - /4 0.5 7 55 4.S - - 11 8,5 5.5 4.5 35. - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 12 - - _ - 14 t1.5 7,5: 6 .5 - - 12 9 6 45 4 - - AOTUAL FACTOR6 - - - - 10.75 5 4 3 - 7.5 5 4 3 EDGE TAPCON TAPCOK WITH ADVANCES ALL POINT SOLID SET BLUE TAP WI CAP TAPPER + .5' : - - - 12. 9 8 4.5 4 - - 95 -7 5 4 - - UI EDGE THREADFORM TECHNOLOGY MIN.SPACING 13 95 BS 5 - - - a5 7.5 6 4 __ - V BLADE V,i E.D. MIN.SPACING m 3` MIN.SPACING c.3' MIN.SPACING=3 1/2' MIN.SPACING-3' 3 3/4" 41 14-D" 14 12 - 1- - - .. 14 105 7 S.5 - - - - 11 8.5 55 45 - Io 7.5 - - - - 9 7 4.5 3S - 7 5. 35 3 - BLADEPOURED CONCRETE& pups GOT 47ESE BACK POURED CONCRETE& POURED CON FWD FWD{ONa1LlE COND31E R,Op{ CONCRETE BLOCK GONG RtIE BLACK CONCRETE BLACK 175 8 - - it 8 55 4,5 - - 9 6.5 4.5 - - - `/,_ D MN EU,.3• UK ED.'31/2'WN ECt•21J2" ICN,EA.•3 1 l6N E0..3" 4IN E0.•3 I/Y Y11 ED.•21/2' 73 - - - - - 12 9 6 - - - - = 9,S 7 4.5 - - - - _ 3" 1.0 .0090 1.0 0.78 1.0 0.84 1.0 35 to 63 - - - - i05 6 5 - - - BLADE.WDRKlNG 15'-0` B _ _ .. _ _ .. - B.5 6.5 4 - -M - - - 85 5 3 _ _ _ _ - ry .2.1/2" - .0.81 1.0 - - 0.67 1.0 _ - - - 85 6 4 - - - IN UNIS N 1 2' - 0.71.... - _ 10 - - LOS 8 5 1 _ _ _ 115 0.5 6.5 - - 9 8.5 45 _ _ _ - 1 3/4' - 0,91 - - - 0.43 14 - - - _ _ _ - ffg 9S 6 - - - -10 7.5 S - - _ 8 6 -4' - - - - :6 45- 3' - - 4 tj2` 0:35 0.35. ._ 95 7 '5 - - - - - -8 6 4- - - - FLORIDA BUILDING''CODE(Nan High.Velocity Hurricane Zone 'yi1ttl g4l`l •jy �T=` 02017 BLTECO,INC, X208 MA17 EASTERN METAL BUPPLVTM V �( I,- A S S.A Accordion Shutter System /VrEq oO ,N . . KV a"#1 w/OR W/0 H.V. WNX)W MADE 'TIU:1T TESTING & ENGINEERING COMPANY American Shutter SystemsEV.N DESCRIPTION. DATE DRAWN 6Y; 'LC. RW.361,SL,Sl SDs.VMQNIA CAROM'tiOWCA 3316f Association, .Inc. I OLD 15-085 07/27/17 DAM. 07/27/17 4' F' Pnono (305)871-1530.Fo.:(305)071-1531 4268 Westraads Drive x DRAWING No ' - 0m ,Ult.oOol.- West Palm Beach, FL 33407 3 I••• � 17-107 7_I�7t WALTER A.ILUT J.P.E. 4DAFLORIDA UG/44167 eSH1PSEMAT{JREfDATE 3 OF 20 MAXIMUM ANCHOR!SP CIN (in.) SCHEDULE FfaA.�1YEN MAY :HS1TiER SPAN. P8 0 DESIGN N A PRESSURE RATI G AND A'CORRE:S OP NDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAL LAMONC (SEE MOUNTINGS 4 J.K k L ON SHEET 7). 'POURED CONCRETE POURED CONCR CONCRETE BLOCK ANCHORS SPACING.LEGEND tWOMDM 1 WAiK OYER& 1 7RENOtt _- @RNNGUARD MOUNTING (R)IVALL/FlAOR MOUNTING QWAL/WAU{OVER MOUNitNG SAN V �a -_w::.:__'__. TAPCON OR. (tt} DESCN:6TWK PRES lily MM -0.EfS6S 1:cC1mE.PREMIM P�TM @a,ASA 1115Kxi.AEWA PKWE 16mNc DEM t1EGA1NE K=M PAW(P9 TAPCON.WITH-ADVANCED 30 40 60 75 90 120 1601205 36 40 60 ;YS;90 120 160 203 30 X40. 50 176190 720 160 205 t30 40 60`75 90 120 160 205 THREADFORM'TECHNOLOGY >. " !2 'f0 9 9 8 6 6 12 12 112"12 12 11.51 6 7: 7 T 7 7 1'7 7 S5 9 5 .5 5 :s S- ALL:POINTS SOLID-SET /2 8 6':6 9. 12 12' 12 12.'12.12 9.5 7 7 :7 7 7 :7 7 7 5' S 5. 5 5 ^5 5 :5 BLUE TAP R LESS t4 12 f0 '9 9 8 6 6 12. 1T-:12 12 0,5 8_'6'.4.5 7 7' 7 7 7 7 7. 6.6 5 5. 5 5 S.' 5 5 5 is-1$� t0 8' .9 e' 6. 6 12 1? i t2 t1. i0 7.5 @ 7 7 7 7 J 7 7 7 5 & 5 5 5 5 5 .5 TAPPER+ 74 12' 10 9 9 S 6 6.'12 12 .12 12 1.5 B.S 65":5 7 7 7 7 7 7 5.5 4 5 5 5 5 S 5 4 §,-O>14 72 1Q '9 8 8 '6 6 12 12 12 12 12 9.S T.-5.5 7 T 7 7 7 7 7 7 -57- S ,56 S '5 5' S 14 'S2' 10 ft 9'."8"1 _G 12 t2 12 e.S 8 6 4.5'3.5 7 7 7 7- 7 7 55 5 5.. 5 5 5 5 5 S 8 14 12 f0 9 8 '8 6 6 12 12 12 '12 10'7:S 5.5. 4 7 7 7 7 7' 7 .7 S:5 5 7--i S t4 .i2. 10 9 8 8 '6. @ 12.. 12 12 11..-9 .7 '5 4. 7 '7 7 '7"7 55 4. 3 5 5.'. 5 5,:6 5' 74- 3 12. -12 12 12..:10 7.5 SS '.{ 7' 7: 7. .7,7 7 : 7':)S. .S S :5 5 5':-5 9 t4 42 t0 & 8 8 8 6 t2 12,95 7.5--6 4S 3.5 7 7'--? 7 T 7 5 33 5- 5 5 :5 5 5' .5' :4' t4 12 10 9' B a a 6 12 12 12 9S: 6 8 4.5'. - 7 7 :7 7 7 7. 5.5 4- !S 5 5 5' 5 5.'S 4.. SEE ANCHOR 14 12 10 9: 8 8 6 6 12:12 1.6 9 7.5 5,5 4 3 7 7 7 7 7 4:S 35 - 5 5 S S 5 4.5 3.S SPECIFICATIONS 6,-O. 14 t2 t0 9 $ 8. 6 6_ 12:12 12 10. 8 6 4S 3:5 7 7 ,7 7' 7. 7 7 7: 5 5 5 5 5 5 5 5 ON SHEET 13 14.:12 10 9 8 .B 9 �6 i2 12 8 ,6 .5 4 .3 7 .7 7 7-7 5.9. 4 _ - 5 S 5 5 S 5 4 3 ik.t2 10-9- 8 8 8 @ 12 T2 10 8 6S 5 .?5 ^. ? J 7. 7 7 6 4.5 -T S. 5 5 5 5 :5 4.5 14 12 10 9 8 B 6 6 .12 12' 10.-6 6.5 5 3.5 7 7 '�7 6.5 5.5 4, - - S '5 5. 5 5 4 3 ?:-O•' 14 12 9'. 8 8 6 "@ t2- 12 1T FtT- 5.. 4.. 3 7 7 T 7 7 7 7 6 `5 5. 5..5 'S- 5 �5 T4-t2 1'00 -9 8 $ 6 6. 72 10 65 :5. 4:5 3 - 7 7 7 J 6.5 5 3 5 5 '5' 5 6 5.3.S' 3 14 72 10 .9 6 8 :6 G 12. 12 $.5 :7.ss y. 7 7. 7 ':J 17. s 1- - -:5 5 '6' s s: 5 4 Q VALID ONLY FOR UP TO +70, -75 14 72 :10' 9 @. 8 .@ - 12' 12"aS.:7 S.5 4. 3 ..? T. 7 SS 4S '3. - -:::s 5:...5 5 4:3:,TE- PSE'A.S.,D DESIGN:PRESSURE 54 12, 10, 9 8 8:: 6 - 12. 12 OS 7,3 6 4.5 3.5 -: 7 7 7_ 7 7' '.7 7 '4 5- 5:'S '5 5 5 5'..5. RATING & FOR SPANS'PER .14 12 10 :o 8 8- 6 - 12" 4 -6 4S 4...3 7 7..'7 7 5.5 '4 - 5 5.:5 5' .5. 4 3 - 14 12 10 9 8. 8-1 6 12 ll 7.6. 6 5 .7S - 7 7' �7' 7.5 .6.4.5 - 5 5'. S 5 5'4.5- - - SCHEDULE #3, SHEET 11 14 12' 10 9 a -8; -' 12 11.5 7.5' 6 5 3.5 - 7 7 C5 5' 4 - 5 5. 5 .S 4 '3 - - 9,-O. it 12 tff. 4 B 8 72'12 9:5,@.5 5.5..4 3 - -7' 7- 7_'7 7 7 6 3 'S 5 5 5 5 I4 12 10. 9 a a 0.5 B. 5, 4 3.5 - 7 7 �7 e'.5 3.5 - 5: 14 12 50 9 8 8 - 12. 10 6.5 5 4.5 - - - 7 7 '7 63 5,5 - - 5 �5 5 5 $ 4'• - - 14 12 10 9 8 8 12 0.5,'.7 55 4.5 3S - : 7 7 6.5 4.5:3S - 5 5 3 4.5'3.5 - - 14-.12 10 8 8 8 11 11 B.5 6 5 35 - 7 7 7_ 7 7 7 4.5 S. 5 5 S 5 5 5 4.5 is, :T2 50 9. 8 8 - Ts 7 4S 3.3.-3 7 '7 7.. 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'6 '4 3 - - - 7 7-S3 43 3.5' 5 5 5 4.3 4 3 14 t2 10 9 8 10 7.5 5 4 7 T 6'' S - 14 12: 10 4 8 - 0.6 8 5 _4 35 - 7 6.6.4S'-3.5 - 5 5- 43 3.5 3 14 12 10 9. e_- - 1.5 8S 6' 4.5 3'S 3 - 7 7_':7 7 7"4.5 - '5' S S 5, 5 5 4:5 3S t4 t2--10 8 8 '7 35 3.5 3 - T 1.;'.5 + 3.' - S 5 -5 4: 3 14: t2 10 9 6 `9 7 4,5 3.75 - 7 1 7 5.5 4.5 5 b 5 4S 4 14 12 to '9 - 10 7.5 5.. 4 3 7' a 4 3 - - 5- 5 4 3'14'-0'J4 42 10 9 - - - 0.5 a 5.5 4 33' - 7 7' -7 7, 7 4. - & -5 -5 5' S '5 '4 3 14 .12 10 o - - 6.5 5 3 - - - 7. 7 S 3.5 - - - - 5 'S 5 4' - - - S4 12 1D 8 T 8.S S.5 '4 J 7' 'S 4 _ _ _ 5 .5 'S 4. - 14 12 10 - - - 9 7 4.5 3S 3 - - - .7 5S 3,5 - - 5. 5 3.S -3. S'-O"14' t2"10 - - _ 10 S. 5 4 ,3. - - 7..:7 7. 7 7 3.5 - 5 S S 3. 5 5-4^ 3 14 12 10 - _ 6 4.5' 3 7.'7 4.5 3 5 5-4.5.3S 14, 12 10 " _ - - - 8 6 4 .. -. 7 14•'i2-tD - - 8.5 6,5 4 3.5','- 7 5.5.35 5(..5. 3.5 T6-O"t, 12 10 -_ - - - - 93. 7 43 3.5'. - 7 7: 7 7 6 3' -.'5 5 6...c5 5 43.3:5 - t4 52 10 6;4:5 3' - 7 6.5 A - - - - >5�.. 5 <., 3,5 - - - - 14 12 t0' - - - 7.5.5.5 75 - - - 7- "J/ ti - - - -..s 6 43 MAXIMUM A.S.D. DESIGN PRESSURERATING s.f)SND CO RESPONDING MAXIM!16A ANCHOR SPACING '(in,) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING A )ING MOUNTING TYPE (SEE MOUHONGS ON SHEETS 16.&17). IS3 L_ ! B T t AT f= SO NER NE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE FINE FIRSOUTH T/2",MIN. COX '2 W MIN.G-0.55, FIR NORTH -FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 W/ MIN. G=0.43 W/ MIN. G=0,36 PLYWOOD MNU`0.50 W/ W/ MIN. G=0.43 Yl MIN. G=0.36 wxluuM SPAN III) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N. O & R - FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W& X W& X W & X P & 0 S&V S &V 5&V tC97L+Fa0'$cRM9 G71C(zf1 OSO1 tQV,LtL RFi9FT£MF6(p} CE6m KG76T{71S]P PAtC tgr}LIE wat ma7A£ffma E67C 7P$un aGQI RTft K REf%-W m 1 M 6Lmat AM0 w4(F$0.=M diTudMnz FARC t.] OTJ. &XA KMP WK(W) lues(cd) m 40 60 75 90. 05 30 40 60 75 90 05 30 40 F.75 90 DS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 50 75. 90 05 30 40 60 75'90 05 30 40 64 75 90 05 30 40 60 75 90 05 '-0'OR 12 10 11019 8 8 6 6 6 6 6 6 t2 ID 10 9 8 8 6 6 & 6 6' -6 i2 10 t0 9" 8 8 6 6 6 s -6 6 8 5 a' 4' < 3 72 12 t2 12 12 12 12 12 12 72 12.72 12 12 12 12 12 12 4'-0' 12 10 10 9 $ 8 6 6 6 6 6 6 12 10 10 9 8 8. 6 6 6 6 6 6 12.10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4. 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 74 70 9 $ 8 6 6 fi b 6 5.5 12 10 70 3 8 8 b 6 6 6 6 5 72 t0 10 9 8 '7 6 6 8 6 6 5 6 5 a s d 3 12 12 52 12 12 12 12 12 12 12 72 12 12 12 72 12 12 0.5 12 10 10 9 8 6.5 6 B 6 6 5.5 4.5 12 10 10 9 8 5 6- 6 6 .5 5 4.5 12 TO 70 9 6 3.5 6 .6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.8.5 7-_0• 12 t0 10 9 6.5 4 6 6 6 .5 4.5 4 12 TO 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 a - - 12 12 12 12 12 12 t2 12 12 12 12 0. 12 72 72 O.5 8.5 7.5 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 t0 10. 6 3.5 6 8 5 .5 3.5 3 12 10 10 4 - - 6 8, 5 .5 3.5 3 6 5 4 - - - 12 12 12 _i2­1 2 t2 12 12 12 12 i1 9:5 12 12 1.5 9 F12'-O* p• 12 10 i0 5 3.5 6 6 S-5 .5 S 3 t2 t0 9 a - 6 6 4.5 4 3 3 12 10 4 3 - - 6. 6 a.5+ 33 6 5 3.5- - - 12 12 t2 72 72 10. 12,12 12. i. 9.5 8.5 2 12 10 8 $.5 5.5 -0' 12 107:5 4 - - 6 6 5 4 .3 12 10 6 3 - 6 6 a .5 3. 12: 10 3 - - - 6 6 4 .5 3 6 5 - - 12 a2 12 12 1.59.5 12'12 12 0. 8.57;5 12 12 9 7 6-0' 12 10 5.5 - - 6 6 4.5- - _ 12 50 4.5- - - 6 5.5.3.5 - - 12 10 - - - - 6- 5.5 4 - - - 6 5 - - - 12 12. 12 12 10 8.5 12 12 12 9S 8 7 t2 T2 8 6.5 5.5' 4.5 72 10 4.5 - - 6 0 4 - - 12 d0 915- - - '6 FS 3:5- 12 10 - - - '6 5 3.5- --' - 6 5 - - - 12 11. 12 7.5©:5 8 12 i2. Il 8:5 7 6 12 7.5 7.5 6 5 4 13"-0" 12 10 - - 6 6 - 72 10 - - - <6 4;5 - - t2 7,5 - - - - 6 4.5 - - - - 6 4.5 - - - - T2' i2 12 0: 8.5 7.5 12 12-10 8- 6.515.5 12 0.5 7 5.5 4.5 4 14'-0" 12 10 6 5.5 - - 12 7 - - - 5.5 4.5 - - ^- 12 7 - _ - --5.5 4.5 - -- - 6 .3 - - - 12 12 12 9.5 8 6 12 12 9,517.5 6 4,5 12 9.5 6-5 5 4 3 15-0' 12 - - 6. t2 - - - - 5 - - - 12' - _- - 5 - - - - - 6 - - - - - 12 12 it 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - i6'-0' 12 - - _ - G - - ^ 12 - - - - 5 ^ - - - -^ h1:5- - - - - S - - - 6 - - - - - 12 12 10. 8.S 6.5 4 12 12 8 6.5 5 3 1.58.5 5.5 4.5 3.5 1 HV BLADE OR d) HV BLADE W/ 1(A� HV WINDOW BLADE WORKING IN UNISON* •"I u1.504Ns OF USE FOR MAD- 19 ON sMEEF Ili t Ji,OTES ON ANCHORS REQUIREMENTS:'WOOD SUBSTRATES. 1.ANCHORS TO WALL.,FLOOR OR SOUO WOOD SOFFIT SHALL BE AS FOLLOWS: 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No,2 W/0+0.55(N.D.S) - 1/4"0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM DAVEOME14T AS.INDICATED AT -DOUGLAS FIR W/000.50(N.OS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(N.O.S.) EXCEPTi4&SEE NOTE 2 BELOW- -SPRUCE PINE FIR SOUR W/0-0.36(N.O.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) - 2.ANCHORS TO HOLLOW CEILING SHALL.BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAO SCRORS AS PER NOS 2015 SPECIFICATIONS p.AN S MANUFAC BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECOCATIONS OF THE FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone 11111"- •.t!�� 02017 TiLTECO,INC. �` 2017 EASTERN METAL SUPPLY, INC. tijL ••'i�frvs� „L�e. A BERTHA. TM TIL �wc. IiI,■ .A■ Accordion Shutter System 3 H.V. BIADE#1 W/OR W/O.H.V WINDOW BLADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY. L.c. tiY r COMPANY IN E TILLIT TESTING& ENGINEERING OPA 'f Association, Inc. I OLD 15-.085 7/27/1 DATE 07/27/17 ¢ ( $ &335yw.36o,,St..sw 05 YRGUIlA cARa,Er s.FLORIDA 331 4268 Westrobds Drive 2 .. 6 Phone:(305)871--1530.Fox (305)871-1531 DRAWING NO yaf�T�`n !! ;t• `4411� e-1: West om West Palm Beach, FL 3:3407 A 17-107 ,,Ili WALTER A 7ILtr Jr.P.E. 4 rFLORIDA tic.-1 44167 5 SHEET P.E. SE/tIf3tPidA1t1RE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR a) HV & 9 HV* BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR IMAILLATIONT INTO WOOD WITH HV LYS HALL WALL FINISH BE LI TO 105.0 psf, A.S,D, DESIGN PRESSURE RATING, SEES ET 19 FOR MAX SPAN & 1/4-0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITE1 13LADE QA) WORKING IN UNISON TAPCON WITH ADVANCED F%Y/ 1 1/2-M;..PENETRATION OF THREADED AREA TO EXISTING THREADFORM TECHNOLOGY 7 T TAPCON4*0APIC110TIlOR OF THREADED AREA TO l ADVANCED THREADFORM TECHNOLOGY Yl/ 1 1/2"Min. PENETRATION I Int SEPARATION WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 -@OR EXISTING WOOD HEADER. TO CLASS(SEE (SCE SCHEDULE ON SHEET 15) -0CHEDULE ON SHEET 1/4 -2.31-r S.S.S.S�MACHINE 14-- SCREWS OW/1/4'-20 NUTS I I FOR 0.40E(D a 12"O.C� E= OR F ON SKET If i I'Min, EXISTING I ELAcCS(a)&(go) <E�A i GLASS­4 WINISHALL F 7-1 '.LL�_DOPT[O1`#1L �_WALL Ei SI ACTING MIN. OR 03 Ga��E�XIIS.CTWG NMI 2.4 W OV ♦ I 00 1/4--TAPCON OR TAPCON WITH ADVAHCED fEADER'RE(0)OIRED 2".4'WO HEADER REQUIRED THREADFORM TECHNOLOGY 2 EXISTING MK SEPARATION Min,PENETRATION or THREAD1110/1,11FIA/T0, To GLASS(SEE EXISTING WOOD HEADER. s4m �N TO GLASS SCHEDULE ON ',1"-SC.,=,ON SHEET 17Y— ...N. -(s (SEE SCHEDULE ON SHEET IS) "BFOR PLACE(DAND GLASS--j ON SHEET 19 2.4*CONT. SILL ADES Q&g I I PLATE RCO'D. I I (J HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION &HV WALL HEADER INSTALLATION M T_ 1 MIN. SEPARATION TO GLASS I 'E SCHEDULE ON SHEET IIF_ SEPARATION TO GLASS ;I I —_(SEE EXISTING —(SUIN'SCHEDULE ON SHEET 11)-: 1 EXISTING OLAS�� EXWIN,_,� EE GLASS--} SEPARATION TO GLASS CLASS SH GULF ON ECT I1) 0 jo �S.S. 2'x4*CONT.q(sMIN-S., WOOD PLAT USING SCREWS REIM 1/4*0-20.3/4'S.S. USING 1/4'-20 NUTS MACHINE SCREWS%'1/ 0 12'O.C.— 1/4'-20 NUTS 0 12- OR@ WALL. FINISH I OR 2.4'CONT ME, WOOD PLAT I 0 I I - REOD. ii I Min. i I-Min. 1/4"o TAPCON OR TAnON WITH ADVANCED THREADFORM TECHNOLOGY%V/1 1/2- tl Min. ENETRATION OF THREADED AREA To T2*X4'CONT. ILL ATE EXISTING WOOD HEADER. ­rnN OR t1l, /4 o TAPCON OR TAPCON WITH ADVANCED 'A' (SEE SCHEDULE ON SHEET 15) A TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL THREADFORM TECHNOLOGY W/ 1/2- Ly� OON SHEET 15) 111 1/2-MIN.Cox\ -, 11 1� i\--WALL FINISH 1'IiMin.PENETRATION Of THREADED AREA INTO PLYWOOD SHUTIER ASSEMBLY. (SEE 11HREAD RM.TECHNOLOGY SCHEDULE V/ 1/2tO EXISTING MIN 27.4' PLYWOOD R Mij PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS 0 16 D.C.MAX._\ EwQAIO FiNISH__\ THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO /2-MIN.COX PLYWOOD REQ-0, GCQ'D.PLYWOOD TO BE c ON SHEET Is) SUIT ANY INSIALLATION, MY WALL SILL INSTALLATION �.ISTING WN. 2.4' STUDS 9; Js`O.C.MAX.REWD. ATTACHED TO STUDS IN PLYWOOD TO RE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE WITH 23 SECTION 2308,OF THE @ HV WALL SILL INSTALLATION C-1 MATIONS UL I ON si� to "VA"LT SILlo"I r.B.C. E ECT OF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' HV F-1- oil A- 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. 1A BERTHA VT Accordion.Shutter System /711-7rE C 0 ,Nc�N A.S.S.A.. KV RADE#1 W OR W/O KV.WNDON MAX TILLIT TES 0 American Shutter Systems TEV.N. or IRIPTIOR DATE DRAWN BY. L.C. TING & ENGINEERING COMPANY SC U7/27/17 DATE, 0/27/17 %"'m'Ro,DARDEN% Association, Inc. I OLD 5-085 f7A FLORMA M16t — OP SL. Phone (305)671-1530.r..:(305)871-1531 4268 Westroods Drive 2 —DRAWING No _dll V1t­QQj­. West Polm Beach, FL 33407 3 0 000 1 17-107 67 9 R x WA41E TILUT Jr.�P.C. P.E DATE FLORIDA UG 1 44167 5 SHEET 1 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & I& HVO BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV B IXDE M ONLY WALL FINISH SHALL BE LIMITED TO 1M0 psf. A.S.D. DESIGN PRESSURE BATING. SEE SHEET 19 FOR.MAX /4"0 TAPCON OR SPAN & DESIGN WAD FOR INSTALLATION WITH BLADE 1A) WORKING IN UNISON MIN­ h EXISTING _77"Ji '_EQ__ ED RMUI 7 I TAPCON WITH ADVANCED WOOD a * RED. I ',-MOE(IF APPLICABLE) THICADMIR11 TECHNOLOGY STRUCTURAL AD UACEA� R GZ4* ill THR142'EIM!,PENETRATION -2Ox3/4'S.S. 3 D 1/4'0 OF EXISTING WOOD 8 OF AREA TO PHILLIPS TRUSS HEAD TO BE CERTIFIED By EXISTING WOODH EXI INC WOOD p (SEE SG ON SHE. 15) MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES R N E6 0 NUTS ARCHITECT PRIOR TO _7 1/2% 1/2" RAFTER 0 W/ I iO.C. SHUTTER INSTALLATION, 1/4'0 TAPCON OR OR STING SOFFIT TAPCON WTrH ADVANCED PENETRATION J.257 THRMFORM TECHNOLOGY M- I Ilr I'S' (6063 76 ALLOY)W/ V OF EQ' Ed"* #14, CONT.ALUM.rUB THREADED�R- HEAD C EXISTING WOOD V 0 6 -0 LAG SCREWS TO E Dior @ or Q(RAFTER OR TRUSS. (SEE SCHEDULE ON SHEET 15) (3)5 16 EA, or or @ LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD EXISTING MIN 2"X4" I I I MEMBER,{2'Min,NOMINAL ISTI I I OPEN HOLE A I WIDTH)W1 2 Min. -TI .I. G SEPARA ON TO CLASS ST �T. PENETRATION OF THREADED EXISTING-^3t ON SHEET IT)— EXISTING 511WO LAC GLASS—, SCREW AREA.VALID FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72psf I I MAX.XS.D.NDESIGN LOAD ANG L MM=X EXISTING WY gpm=04 w-o'MAX.SPAN.THIS HV WALL HEADER INSTALLATION IT)GAS(SEX 114STAL-AnoN IS ONLY VAUD -j (DAko SCHMLxr ON shm FOR WOOD W1 MIN�SPECIFIC , RUT CLASS 11 FUR MAX 0910 GRAVITY OF 0.50 AS DOUGLAS _j ON SFW 10 FM 140155 amm(D&@) -0 OR FIR OR SOUTHERN PIKE No.2 I-SEX SHEET 4 MR rYPICAL SHUTTER ASSEMBLY OR EQUAL. 2_UOVR`ftNG SECTtan CAN BE COMBNED IN ANY WAY,TO SUIT MY INSTALLATION. Of HY CEILING INSTALLATION UU HV CEILING IN ALLA I OR J%ur.11%1 I MIN.SEPARATION TO CLASS SEPARATION SEE SCHEDULE ON SHEET 11Y__ EXISTING ON SHEET J, TO GLASS ------- GLASS (SCE SCHEDULE EXISTING ...... N1 MAUSO&IF I ON SHEET 11) CLASS- ALTERN ANCHOR I I EXISTING WALL LOCATION 3/8 #10�3/4;IHEX -7 3/8 WASHER EAD TEK FINISH CLASS-n 2".6"MIN.%VOCC M... 7 DECK REQUIRED 13 OR r.fil MN.WOOD SCREWS 0 12' c NO FINISH DECK RMOtRED(NO - ALLOWED) FINISH ALLOWED) Fr EDGE OF DECK ti EQ 18 EDGE OF DECK EQ DECK IF IF APPLICABLE IF APPLICABLE -2 APPLICABLE 1/4:*0 11/4 Sls� PCON wll)_­�' 1/4*0 N OR M. \ 2� . - ...- I _EHILUPS TRUSS HEAD TAPCON ADVANCED WACHINE SCREWS 1/4-0 TAPCON OR 4 MANCED ED' MIN. MIN-- THREADFORM TECHNOLOGY W1 1 1/2'Mi.... Li I THREADFOR TECHNOLOGY W/ i/4"-20,NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM -----2^MIN.— PENETRATION OF IHRE"EO LL 4PIATE I I SILL PLATE W/�1 1/2'Min.PENETRATIONO.C. 2*0 TECHNOLOGY W/ 1 1/2"Mim PENETRATION OF THREADED OF THREADED AREA 70 AREA TO EXISTING WOOD HEADER. (BEIF d( # EXISTING WOOD HEADER AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET is) 5) SCHEDULE ON SHEET 15) OX HV WALK—OVER INSTALLATION (SEE SCHEDULE'ON SHEET I HV WALL -SILL INSTALLATION I T OR HV. FLOOR INSTALLATION ALLATION 41 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �11..�._ ZF 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY. INC. \3 ENe e%.:pt BERTHA NVTJA Accordion Shutter System "Tc o ,.C. \ A.S.S.As I RL E KV. SLAM#1 W1 OR,W/O RV. WWOW MADE American Shutter SystemsM RNo DESCRIPTION DATE DRAWN BY. L.C. TfLLIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 5-6E 07/27/17 DATE-- os5 N.N.3w. 4268 Westroods Drive 2 Ph... 1`6::(303)871-1531 DRAWING No .­il:Ut—O.W.— West Palm Beach, FL 33407 OAFA L 10 Ee-0006719 17-107 WALTER A.TILUT Jr.PZ4 FLORIDA Mo.IT 44167 P.E. SEAL/' RE/DATE SHEET % 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'W YM,x000 F min M'D. %IX)I)Slum-. 1 7%4'W4. "/4. lie URL Al GLA%I= lKKo STUDS. (AS APPLCMLO "GlIl'a GLISS i C- 1 0 OA I'll,.1%T9 PLYWOM V w CM —Dasim cw� CL"s x X'1 w%Cox—, / �l f ` —S ..t j fa�o�� ti j L _ To GaLl-S W WMTICN M Ml�(Sa f"dixtr ON. S..w.Sim lf�MXA 0" ft"raw" Mimi:ON%W Fm a,,11,)" it MR ov SR age 0)-D (OW063-T6)C '/2-NDN. W S-T 19 RR NULL CLOSER W- 11ATE MTC MNS" Ulm AT CRH M, tfC6 flftl/2'IMLS 0) 4 T. 4 M DOWL X roe Colltt'M VIE cvml x To TRA= SEF DEAL x f0Aj VIX CO.,%= WE CON.MMON 01 g To TPI= T @ TO Man (D-07 END CONNECTION DETAI (7) END CONNECTION DETAIL 80 END CONNECTIONIDETAI 09 END CONNECTION DETAIL REWD MY FM;;W-G 214'1—W000 T.-Cw ANCNQRS 1/4-0 TA ON '1Z',1.4 MN. 016 M saes R "w a PENETRAMI 11*Q.. SMAPA01 SEE Ulht ATIONS OF USE FOR Soottit W SIM 4_ BLADE 11A ON SHEET 19 FC5) -a T==9 4 -1-C 10!OR 43` l.' y 010R&t-f Mw 21%e 41H, Mw 110'DPLAN Sao r - fff-0.6-06-G DETAIL END CONNECTION DETAIL (13, END CONNECTION DETAIL ......'!-", FLORIDA BUILDING CODE(Ron High Velocity Hurricone Zone: 02017 YILTEC6,INC. @2017 EASTERN t.IETAL SUPPLY, INC- BERTHA HVT1 Accordion Shutter System KV. IKAX#1 W/OR W/O KV.. NDOW MADE EIAS.S.A =1L co N . . . 4 giffz TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 3EV.ft 'MORIPTIDN DATE QRAWN BY, L.C. Associationj Inc. a OLD 13-085 07/27/17 DATE. 07/27/L7 6455 tiw.35�SL.$w W51 MRCL��C"Aaam,FLOMA 33t& (305)B 1-1530.I'll.i(305)871-1531 4268 Westroods tMve -7 — DRAWING Na . . .......... .. —1 Ut...0.0d.— West Polm Beoch, FL 33407 3 %�' EB-CM6719 —107 701V�L FLO CA A T(LUT Jr.P.C. A WALT 17 F.E. SEAL./SIGNATURE/DATE I RDA U,,.0 44167 5 SHEET 1 5 18 OF 20 i '"'''j �MA�} �p��y ,..7�7� (J���r)�°...,,,);�> 3�0" "`u..J • GENERAL LMMAT10NS AND.CONDITIONS.OF USE FOR BERTHA A C 5 � - ( Y Y Y 1.MAX.A.S.D.DESIGN PRESSURE RATING;+110, - 110 p.s.f. 2.MAX.SHtlTTER SPAN:45` J,ALLOWED MOUNANGS:.A.0.G&H ON.SHEERS 6,7:AS WM AS MOUNTINGS M.0,T,UTES�&t W ONSHEETSSHEETS 116&1777..-��,� T'�� �"} 5 , LOW Qq�� �t OANRLRY^�JCQ£�NMA SYMAEf&(80R OPTH POSINGRLAYPU7.IN CASE OF OPPOSi.ED WITH 4C x„).04°" iv r `-�•�• Y(N7r,(35)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 106 m@Q CENTER1rA E. TYP EA END • • • • I , •\ 5.(A)HV WINDOW BLADE C1A�SHNI ONLY ALLOW A MA)OMUM OF 5 OPENINGS t l r (3•0 HOLES)FOR 4i'PER`LADE AT SPACINGS SHOWN ON SHEET 4. //'-}� 4 / (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADEQ II,AW.LLOWED WINDOWS a r r r • ° OF ANY 3*0 HOLE FOR®SHALL BE 12". ALLOVY£D AI NV • a• WINDOW WADE + (C)FIRST OR LW SLADE COMING OUr FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE T a H • ♦ r r + t.I (D)NJ WINDOW BLADE 1@p MUST BE USED ALTERNATE TO A SOLID HV BLADE 1@ } 1.G THROUGHOUT SHUTTER'S WIDTH. j • (E)C MATES DIAL ALWAYS BE INSTALLED ADJACENT 10 A SOLID W o r • • • r BIAOE 1 AT£QHER SIDE OF THEM. SEE ETO (3�t� • (F)POLYCARBONATE HV WINDOW Q SHALL BE INSTALLED SO TABS FACE SEE L'BON _ r s r r r '" s THE IMERIOR OF THE OPENING B..ING PROTECTED.HV WINDOW(4j)MUST BE ONLY INSTALLED AND LDCKEd USING A)N SETTING IDOL PROVIDED BY ASSA. DETALS ON SHEETS • • B J INC. FULL HEIGHT5'5R 6.SEEANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME l8;19. BUILDINGS ON.SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES p p 4 9 I &2 ABOVE}. 65�� 7_SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK.WALL ON SHEETS 12&13 AS LIMITED BY Jul�1 , lif SPAN AND DESIGN LOAD(SEE NOTE'S 1&2 ABOVE). J 8.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: 15F.£PLAN FOR REQUIREMENTS) W j)-�-- h 1 WIND ZONE MINIMUM SEPARATION TO GLASS D N .✓ TOP&BOTTOM i�i. �b � _ --.... UNLIMITED WIDTRI- ••- -- -'-"•� 1 IHRU 3 1` E - LEVATION MSEPARATION TO EXISTING CLASS-L. SEE SCICDw UE£T LE ON SN11 GLASS FOR RJCE()` a _. 6:25'—' AND(W- --FOR (Q-0i OA . "TY AND W1 ORA (SEE NOTE 4 ABOVE) LL-ul � SYMf iRl CENTERMATES 21 Q: •� �''r1j WIT 0 AND TES(----''�� _ fwrsoe w/D 5{SS CTE<AeovE) PLAN 21 TYPICAL (7) BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* fTl,,,r, .,•. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone iyii�Q• •• 1,/�' 02017 111-TECO,INC. 0 2017 EASTERN METAL SUPPLY. INC. ��cEr,rs�: . � BERTHA HT. F77i'L77E'Z76777\ A■S■ ■A■ Accordion Shutter System * �( H.V. &ADE#t W/OR W/0 KV.%AMM BLADE 71LL7 TESTING & ENGINEERING COMPANY .American Shutter Systems EV.N DESCRIPTION DATE 'DRAWN BY: LC.Association, Inc. 1 OLD 15-085 7/27/1DATE: 07/27/17 Ai In R In??' 6534 N.W.36M 51 j4 .St..3056 NRDNA GAACENS.FLORIN 3318 -.rWR-1.i1.• 1 Ph*A :(305)871-1530.Fax (305)871-1531 4268 Westroods Drive 2 DRAWING No = �QNAt 0-4: 005OGal.com Wast Palm Beach, FL 33407 s 17—i 07 -DO0LIIi4 '�+, WALTM-0005719ER A_TRLT Jr.P.£ 1 I FLORIDA U..1 44167 S SHEET P.E. SEAL/SIGNVt RE/DATE 5. t9 OF 20 6•. , ,/2"x 0.035.THICK 1` INSTALLATIONS W,j� HV .BLADE & HV CENTERMATES , -,2.000'Mox.! Min.ASTM A-653 GRADE 40 .. Mln.,—VARIES MIT.L STU S At STEEL Cr Z Maz. 43b INTO METAL STUD WALLS * 4 483' M Z --- METAL STUDS At 16'O.C. y y•09 -------- NOMINAL 4p 4t a 6'D.C. -/4"1a ox- W w - --- --- 1/2- 14751 * G N A CONDITIONSO USE ALUMINUM,SLEM FOR BERTHAffl HV BLADE ACCORDION SHQUER 6063-T5 ALLOY tr 3/4 X 5 1/4•x 0.033•TkCK I�6n:I 434 43a In f r ATF INSTALLATION TO METAL STUB WALLS 'CONT.CALV,STEEL TRACK CHANNEL;®6"O.C. 0 6'O.C.^. _ I N AaD` ASTM A-ssa caAoe 40 urn.c-60 T-•---# SEPARATION TO GLASS S�,'.�i�'dUL GALVANIZED FASTENED To STUDS " 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psi) N Mo..'-- w/(2)16+1/2'TEK SCREWS ON EXISTING FlNISH 3g ) a 11 10R @ EXTERIOR FACE I AS APPLIGIBLE 1 1 '� 2. MAX. SHUTTER SPAN: 84- MINIMUMWINO ZONE ASTM E-1986 SEPARATIONax LENCTH +. 1" MIN. SEPARATION w 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING CLASS—T 70 GLASS -(SEE SCHEDULE) 43 x f/4"f6-2QX " BOLT " 4. ONLY ENTERbtATE 21 W,/ 24 HV LOCK ARE ALLOWED 1 THRI) 3 i" ( (TYP.) MUST PENETRATE 3c t' WITH 21 ARRANGED A SY METRICAL LAYOUT. = n USE 0 35(2) (6" LONG, MINIMUM),MUST ALWAYS BE 4 4" T 3/4'x s 1/4"x 0.035'rNicK Min$ EXISTING FINISH 'I T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE DF1.373" CONT.GALV.STEEL TRACK CHANNE4 j AS APPUCABLE ,1j I CENTERMATE; o! 250•- (- 050" ASTM A-653 GRADE 40-Min.0-66 N + _j._--.L o GALVANIZED FASTENED TO STUDS �� N/(2)/6.1/2•TEXSCREWS OILi 434 43a s w 1/1/4"0-20 THREADS ,INTERIOR&EXTERIOR FACE ,1 i t O 6 D.C. O 6'O.C. I n% ## BLADE SLACK DETAIL HVF IS ALSO VAUD.FOR 43c.f/4"O E O CONSTRUCTION 'wj w _ T/2" 12 3 CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS FAB—LQK A-653 GRADE40 HD .6 i T 43b _ 1-4,ASM THICK VARIES 6" OC. - COMPONENTS 2";MBii,.,1 Min. STT S AT Ir"D 1" , ;I MS WALL HEADER/SIL L INSTALLATION _ METAL SND'AT,6"O.C. Mtn. ,,.�I DGSFING FINISH AS APPLICABLE SCALE-3/8-- 1" ` (TVP.TOP&BOTTOM) VA -~� 1 3/4'x 6 1/4`x 0.035"THICK Min. — — — — — CONT.CALK STEEL TRACK CHANNEL �-j EXISTING CLASS l g5Dd A-653 CRADE AO Min:G-60 FASTENED 70 STUDS SYMMETRYCAL I / SYMMETRYCAL MIN,SEPARATION VARIES /(2)Isx, 2 TEN SCREWS ON I i W f" 11 43N3 43b 430 I i I i i 1 I i i TO GLSS 2" I NN'fER10R&EXTERIOR FACE I CENTERMATES_W[ E1�ERMA Ems_W1 I 1 s ( I I I i 11 I s• (SEE SCHEDULE) Mor. s t I INTE E i E I EXTERIOR ACCESS SIDE I I RIOR ACC S SID ¢ ---- -_- -------------------------- - -- --- --------------------------- ----- ------------------ --- 6• (6-Min.) ---------- - ---------- -- - 24 ---------- -- ---- - -- ---- --- --- — - -- -- - --- ------- ----- ---- — - -- ------ ------------- - -- - -- - - --- ------ ----------- - - _—--- — -- - ------1----.__...__._ � � � 3 2 -, _ _ ----------- -- --- -- - — —_ - - --- --- -_----------- _ _ - _ _ I t i 2)42 2,l 2 1 -(2� LOCAT D AT f 2 0 i i-. '\ HV HEADER/SILL ENDS �Lj,�-- - - —- -- - ---- - -- ---- --- --- ----_ - - _-_-----__-- ----_---- - ._ - -- -- VIEW Y "115 LJ- '2 3 t/<-(Typ.)— I (6'Min.) —.__ _--__ I -•-,'.-- 2�' � 6 1/2-MAX.SLACK **-.----_.I SIDE CONNECTION TO TRACK HVA BVB BLADE SLACK DETAIL FIVE I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone "'000 02017 71LTEC0,INC. t 02017 EASTERN METAL SUPPLY, INC. BERTHA NVTM ME A S A Accordion Shutter System CO 1 N C. ■ ■ ■ ■ H,V. RLADE#1 W/OR W/O FEV. WINDOW MADE TICCIT TESTING & ENGINEERING COMPANY American. Shaffer Systems LY,N DESCRIPTION - DATE DRAWNpT>F 08tt. L.C. 6356 N.W.36th.St.,Sta 30.4.vIRC3,A GRDENS,'£LOP.OA.}316 Association, Inc. / - OLD 15-485 7f27f1a7j2?f 17 --rJT&Tp np i Phonc r(305}871-1530.Fox:(305)871-1535 4268 Westroads Drive 2 DRAWING No SSC 1. t a-moi:Nlloco0aol.com West Palm Beach, FL 33407 3 pe''+.,�OR19P.•r ., EB-tlDOfi719 17-107 ,s wALMR A,TILLrr Jr.P.E. 4 P.E. SEACA EtDATE FLORIDAuc.l 44167 5 SHEET 6 '20 OF 20