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Home My WebLink AboutProduct Approval !il rMRS SCIS Home I Log In I User Registration Hot Topic I Submit Surcharge Stats&Facts I Publi cations tions I FBC'Staff I BCIS Site Map,I Links Search I Florida R ';; Product Approval I �f USER:Public User g op Product Approval Menu>Product or Application Search>Application List>Application Detail ! FL# FL389-R9 Application Type Revision Code Version 2017 !^ Application Status Approved l Comments l'' Archived ❑ Iii Product Manufacturer American Shutter Systems Associa6oin,Inc.I Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com III ' ill I Authorized Signature Bill Feeley Irodriguez@easternmeta[.com i ! I�11 I Technical Representative ! li Address/Phone/Email l l I, Quality Assurance Representative Address/Phone/Email „ Category Shutters I I Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineler I' ❑ Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. l the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Managelmlent Institute iQuality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. l l 121 Validation Checklist-Hardcopy-'Received IiI Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPEIbENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION!01`INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PbF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 I 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 I 1994 , s ' I Equivalence of Product Standards i Certified By l ' i 3 I S ' I ' Sections from the Code I j Product Approval Method Method 1 Option D 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 I j FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for st&ni protection 108 I, Limits of Use Installation In'structio'ns Approved for use in HVHZ:No FL389 R9 II AMERICAN"SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent•Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports ';', positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE IAMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in J unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retaISH 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for st&m' protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAPI SHUTTER SYSTEM Approved for use outside HVHZ:Yes INC. DRAWING 17-107"BERTHA HV ACCO Impact Resistant:Yes SYSTEM.PDF I I Design Pressure:N/A Verified By:American Test Lab of South Fl Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent-Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI blade,8'-0"for+64,- FL389 R9 AE I AMERICAN SHUTTER SYSTE72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-1071.PRODUCT OF EVA 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7,11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm'protection Limits of Use Installation Instruction's Approved for use in HVHZ:No FL389 R9 II gMERICAWSHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE1 AMERICA SHUTSER SYSTEMS ASSOC., INC. DRAWING 17-106 !PROD ucT EVALUATION REPORT.PDF Created by Independenf;Third Party:Yes Ii Back Next I � Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 1 I 1 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released lin responseltoa public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public rec4d.i If you dd not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 1 1 ' I I I , i ' I I,. I I GENERAL NOTES: 1,BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION GOCUMM LP.E.O.)HAS BEEN ttERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA �.. . BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRTGWE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC VMD SPEED REQUIRED By THE JURISDICTION WHERE SHUTTER WILL TABLE OF. CONVENTS BE INSTALLED WITH A DIRECROHAUTY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASA.)DESIGN PRESSURE RATINGS INDICATED on SHEETS 11 THAU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LCADS DETERMINED PER ASCE 7-10 SHALL OE FIRST REDUCED TO AS,O,DESIGN WINO LOADS ARF_a t• F11!_AL�DE.$ & d BY MULTIPLYING THEM BY 0.6 LN CROFIRTO COMPARE THESE W/MAX_(A.S.D)DESIGN PRESSURE RATWCS INDICATED ON SHEETS ti TIM 15, 19&20. GENERAL NOTES SHEET 1 ITN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PY-0„AS TESTED,WERE NOT OVER STRESSED,A 33-n INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ha 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 HN.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 ASSEMBLY 38-44 SHEET 4 PO TYPICAL WINDOW BLADE&WINDOW OEIA L -ENV III(D 8021401-03.80715.01-03,81004.01-05.81214,01-05,80317.02-06.80609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 2: W BLADE G)AND BY wWNDM BLADE (ttA) AND E-VOID STANDARDS(MISSILE LEVEL 0.WIND ZONES 1,2&3)&81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE a 80505.01-08 As PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WINO ZONES 1,2,3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV OLADE0 AND INY WINDOW BLADE (D ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-M, CONCRETE/BLOCK SHEET 7 3,BERTHA HN,ACCORDION PINS(EPN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SKALL BE 8/4x2.75'AND 814x1.75"RESPECTIVELY, 410-tit MINIMUM SERIES C£N7ERMATE A ALTERNTAILSATING NG SHEET B STANLESS STEEL SCREWS WON 135.0 IaE YIELD STRENGTH AND 180 W TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTEfR1AATE ALTERNATING DETAILS NV 'SHEET 9 COATING APPLICATORS,REGISTERED WITH AUERICNN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE ITV MARKING ON THEIR HUD. 10 4.ALL ALUMINUM EXTRUSIONS SHALT.BE ALUMINUM ASSOCUTION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MAIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksl AND 35.7 kMAXIMUM SPAN ENDTsi FOR END CONNECTIONDETAILS 1-6.CONCRETE/BLOCK SHEET AOiE5 SHEET 1t1i 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEER' 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksl MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SK4LL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 0.OCLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASt 304 OR 316 SERIES STAINLESS STEEL YNON 35 Usi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWNG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D: 12.13.14,16 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE OO & WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SWEET 18 8,THIS BERTHA H.Y.ACCOROION SHUTTER SYSTEM BEARS A U.S.PATENT 86779,582.-COMPONENTS OF THS APPROVAL ARE COVERED,IN WHOLE OR iN PART BY U.S.PATENT 85'458179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA : FIV WiNDOW 13ADS ONLY 9,R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL FN AND HD RLME(T)ONLY CENTERMATES AND ENGAGE OR LOCK ALL INV AND ND LOCKS, AREA 4 w►NQOIy 8LME „ 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 SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WIM SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12•BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TNS UNAWNG PLUS ANY BUILDING AND ZONWO REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 13.(D)THIS P.E.D.PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. _ (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SATIETY of THIS PRODUCT,BASED ON THIS P,E.O..PROVIDED HE/SNE DOES NOT DEVIATE FROM THIS AW DRING SHALL ONLY BE—USED 7Q_____ -_—D,E_a#MDNS_pUALM_ON_�_�U,,ENT•_ U - -AT S,TE-Is-THE-CONTRACTOR'S-RMFCtSTBILLir. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.O.WILL BE CONSIDERED I VAUD IF ALTERED BY ANY MEANS. (d)5RE SPECIFIC PROJECTS SHALL,BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE FED.ENGINEER OF RECORD,ACTING AS ALC EL&q&7ED ENGINEER lO THE_P.ED ENGINEER SHALL SUBMIT TO THtS_CATTER THE SITE-SPECIFIC DRAWINGS-FOR — _- -- - - - -_ ..- -- -'- -"-' REVIEW.— (a) EVIEW_(s)ORIGINAL P,CO,SHALL SEW THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. N,rnrrrrArr„� FLORIDA BUILDING CODE(Kon High Velocity Hurricane Zone' -02017 TILTECO;INC. --- - --- -- -- - --- - - T-- ---'--'�201TF1u'TERN KETAL-SUPPLY,INC.- B RT A RVTm — N. TIE C O nuc NA.�S.S.Ax Accordion Shutter System tLv: MADE#1 w/OR w/o Itv.WINWNV RADE Ir }¢Ja� American Shutter Systems Ev.N DESCRIPTION DATE DRAWN SY. LC T TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27!1 bATG _07/V/17 �� es»IM 3M SL.w.�.VRMWA CAROM FLORNA 3)16 4x68 Westroads Drive 2 Ph—:1305)671-1530.Fcx:(305)871-1531 DRAWING No VF{Iv�.�'�_Y� a-ma'1:Illleco4sN.<om West Palm Beach, FL 33407 3 .s ,L/� pA�(( ',N/1/ WALTER A.oIt Jr_P.E. F-11 iETiU7 tt8f6S7A'ft3RE1DATt FLaRDn uC./,44187 SHEEP 8f 20 req w"a.SLOE VARIES 2 Ma" It-0 — -CS IF4. 4,857" .'.R.37 HV S0)_ID DEHY UNIVERSAL FLOATE OUAUFIEHV D f-OR USE W/ STAR ER COVERE 458179 OUAUFIED FOR USE W1 W BLADE(D HV BLADE�V (9 HY WINDOW I3LAQE 6005-T5 ALLOY A140 TEMPER OUAUFIED FOR FUAE W/ HV 6063-16 ALLOY AND TEMPER BLA 373L "SEE UMITATIONS OF USE OF BLADE Q ON SHEET 19 6063-T6 ALLOY A9b TEMPER :$24- -r 6063-76 ALLOY AND TEMPER 312 7064 1 (TYP-) ow N .670. 2,221. 72 842 g [ T 1. .092 F 12 HV ADJ. ADAPT .920 s. 2 6' QUALIFIED FOR UE V11 BHV WALK-OVER TRACK BLADE I OUAUFIED FOR USE W1 HV HV TRENCH-TRACK (�)W"WA. FLO-OR TRACK 6063- ALLOY BLADEQ QUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY TEMPER BLADE( ONLY. HV RAINQUAR BLADE 6063-TO ALLOY AND TEMPER QUALIFIED FOR JE W/ HV ILAD YflD TEMPER 1,93 BLADE W 6063-TG ALLOY A VA!q- 6' A D 1 VARIES 1.930' 6063-T6 ALLOY TEMPER 1,917 pw. Am: Is 093, .12 ai 100 o. SI 670 ? 070 QUALIFIED U.2 HV HEADER15ILL HD CEILING HEADER/-S-IL HV CEILING HEADER FOR USE W� HV BLADE Q)ONLY RIFIED FOR USE W-1 W GLAD 0 6063-T6 ALLO AND TEMPER 0 NLY, QUAUFIED FOR USE W/ HV BLADE(D (1� HD WALL HEADE aL SEE SECTIONS FOR VAUDIP, SEE SECTIONS FOR VAUDIT" QUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEQ)ONLY. 6063-76 ALLOY AND TEMPER COMPONENT A a TI T2X Y III JAN,XURYMN,It I �U 2' 2' 0.125. 1. 1. 0.062* 2- 5-MAX. 1/8 IX 3" 1--A:-0_C90_@ 2" 5'MAX. 0.192* 0.192" X (10 SIDE ANGLESCO. CORNER POST QUAUFIED FOR qtw/--f�� ALUMINUM ANGLES 2Z' 7o LkAX. 0.190* 0.190* ----------QUAUFiED-FOR-USE = J,L1FtE FO USE:_"VL_-hV I — - ----606jZTeALLOYAND-fEU __-BLADE PER 2- V'MAX. 0.139*#0.131* 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1 FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone, oil 017 TILTECO,INC. ERTHA RVTm § Accordion Shutter System A.S.S.A. KV.BLADE#1 W1 OR W/O KV.WNDVW BLADE I LIECOiric. 4/ X12017 EASTERN METAL.SUPPLY, INC. American Shutter Systems RCV.No DIESCINPtION DATt Z de I TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-OR5 37/27/17!.N-TitL-95/2L1C/I-I ISM It%3601 St,St. —2 305.MGM WOM,FUX=k 33161 871-5 4268 Westroods Drive 1 30.Fo.:(305)871-1531 Ph.n. (303) DRAWING No fX .—M Ot... West Palm Beach, FL .33407 —3 ORION0 ES-001)6719 17-107 WALTER A.TIL Jr.P.E. 4 70 ROMM L.TIL 4411.7 5 SHE p?-;ZPWXk/DATE 6 2 OF 20 s, 0' A, 0J . $ n $ c o o — "��. .•ro M1v � r(atIVP5e.)AaT8 B . o— tT(N!R.'E�-Aa7 my!` 1-aa OR:CnY.745' aw N "P WWI. MO RRN PACrl 10109, Q°•4 -�J - • k Kfls((CHRD°FUE (CNgaut ) HV CENTERMATE � PIEa) QUALIFIED OR USE W/ HV BLADE( & T�A ONLY a-2) FLOATING C y�' 375 HV LOCK HV EGRESS LOCK 0085-T6 ALLOY AND TEMPER QU EO FOR USE W/ HV BLADE 5 & T ONLY °4} .M' .7`t QUAL(FtEO FOR,Ut�:S�E W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 01 & v:�'ONLY. BLADEQ& !1A ONLY. RALIFIED FOR USE W/ W BLADE 1 ONLY 250"O.D, te' ( t8( X74" 6063-T6 ALLOY AND TEMPER ELASTIC HERO Mt 1.7 6" Y 4 4$, MOLDED i0 ., • 2 SCREW n 074` t 7 3' 360'AFTER RIVETING •Og, o y -82 cJ D£FORE RIVETtNO 1/4 -20 x 3/4y S 1/4"0-20 RIVNUT*"y�v S. TNUMQSCREW —. - ( W'i � *sauEs oars N.UNWVM(2024-T3 Attar)1,wOE P1xr:DE s1aN 71 �I m 1 f.7EO' I HEFT HUTSERt.PART r 0620.0."+f/ANUr4(,tUPED 6r AWQ PIAN n mora ELEYATIGN HV MALE "T" LOCK CENTS - ... 4 ss' .s ' CHERRY TWORN•PARswPENY.NEW JERSEY 0764 OR ECUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ IJV BLADE 1 ONLY C HV FEMALE "T" LOCK CENTERMATE ® HV "T" LACK HSLA BLADE (D ONLY._LOCK 6063-F6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FORUSE tY HV QUALIFIED FOR USE W/ W BLADE TOONLY QUALIFIED FOR USE LO HN BLADE(i�ONLY W110' BLADE(!)ONLY. BLADE 1 ONLY. 8063-T6 ALLOY AND TEMPER 6063-T6 ALLOY a110 1EMPE - I. Tn 3.161 o m I o, 4 B/IIRtNUMDNR d f].214 / CYLINDERDOR u: .U63 .062' 6 KEY CYLItIOFB . i .214' P � 0.875"10. c � p I .125'Me.. 31 CENT T 0 OO t S? C ROD '; h O°" o = QUALIFIED FOR USE W/ W BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & TA 6063-T6 ALLOY AND TEMPERHD fCENTERMATES INSERT 'PA4 VARIES 12'MIN. 6063-T6 ALLOY AMC TEMPER QUALIFIED FOR USE W/ HV BLADE 1 &Qg 'P^ t/!'a-20-- OR 316'0-16 t 6063-T6 ALLOY AND TEMPER THUMBTURN ACEtIt 11NUOSCY+E`A8. 11/2' ER — __ OR-KE — R"KEY -- ^�171. I Ain CYUNDER LOCKING ROD A 1 7a Na.. OVALInED,FOR;USE-W/-HV--BLADEC -- ----- — _— -- — — 1~ - - ---- -- _ _ J77-H�..1 4''$S�`l�) AI,1-304.:Y----- - -8Y_REOENT HARDWARE=MORTI5E-LOCKS:SERIES-1333-BOOK BOLT-LOCK. - _�5063-T6.ALlOY.AND,:.TEMPER— - - - -: 6._HV=` S.G)=��5._AQUAL_. _-� J s � }INSTALLAT(ON WILL REQUIRE A 7/16'HOLE THUMBSCREWS SERIES S.S, THUMBSCREWS QUALIFIED FOR USE %V/ HV BLADE(D& @ DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR ,y HV BLADE(D QUAUFlED FOR USE YI/ HV BLADE tQ FLORIDA BUILDING CODE(Non Nigh Velocity "UrriGOne Zone _- dA- ....... - - - - `�- - -- -- - -- -- - - - - - ( •.�'�\�.-�"� " - -.'- f -02017 TiLTECO•INC. - X12017 EASTERN IJETAI SUPPLv,INC. 1 lT11 T P\ . �!r BERTHA N TM 1L N ✓9a S A Accordion Shutter System i L E CO IN C, A■ ■ ■ KV. Byte#1 W/OR W/0 KV,utNDOW RAM 7E T American Shufter Systems Ev,11DESCRIPTION DATE DRAww BY, I.C. TILL[ TESTING k ENGINEERING CdMPANY ` -a - sacs N.W.36%.St.St..M.MRG:"c•RDUM PtOROA 3316AS3calaflOnf Inc. + OLD Ts-aas ��z)/T DATL o1/z�lT� .fl STATE OF ` 4268 Westroods Drive 2 �� Plnne:(305)871-1630,ro.:(305)0)1-1531 West Palm Beach, FL 33407 3 DRAWING No OR IIA � a- .1:101.m°0o4am 7-107 .� ( EB-0008)19 4 �, tS••'•-•,•n••••" 1! WALTER A.TIWT Jr.P.E. P.Ew'sE � stn RVDATE �0�'ua.g 66167 a SHEET H 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV (IAV —� 41 3/a•o—i 10 HV BLADE 1 4D 12 T019MN.U DE T P N. OE tom, Q825' ® HV BLADE lA I �� HV WINDOW BLADE .0625- ,r-Y 0625 .0824' ® 41 HV LONG RECESSED NYLON BUSHING ! ° BLADES @ ppENiN 1875' Y KNUCKLE .0625 ti< HV SHORT RECESSED NYLON BUSHING 39 0 a i OYp) o.osz, 1 ® HV NYLON HAT WASHER Q OR ® N W CJ\� r ppRnoN" I� Rt.7 DM=iME i / J 50" 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 3 I I 3 � a1 4 I; R t ///@2 a 50' % � I I 0.870'x3/16" THICK NYLON WHEEL P1 2 7/8•MW NV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS ^ 1 315'o CLEAR @�Do SEPARATION 3.7500' BEnIMN .0625'_10825' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I 4 J OPEN aiENB GS ON CENTMS 43 HV 2 3/4•ACCORDION PIN W/ �8 HEAD 75DD' 41 �a - M flIIEF`AR t'?evAnorE ® POLYCARBONATE IMPACT RESISTANT HV WHNDOV! I I '! I I LEAR TYPICAL HV WINDOW GLAD inA AND POLYCARBONATE HVOOR ® or 43 (SEE NOTE FOR ; I ; REQUIREMENTS) I (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE AT * I i !EXTERIOR 91,ADE KNUCKLE EM _{ I 12 MM. CE RESINS, UV-STABIUZED GRADE OR SABIC 5= TO RLAOE ROTE M INNOVATIVE PLASTIC LEXAN 103 RESIN i o OR ® i ! (SEE NOTE "F" ON SHEET 19). (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR ® NNS I i BOTTOM KNUCKLES Of HV ACCORDION SYSTEM V!/ HV Q OR $ U 9 I ® EXTERIOR POLYCARBONATE SOURCES FOR a T HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY rip"PROPom APPLKABLE ST rv..5. r IHV PIN®OR 4 AT (2) HV PIN ® MAY BE USED IN LIEU OF®AND ONLY AT 107LPDxx �A/� nacre EKT RIOR uerwa nm roan Ov em EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D @p,32q- BLADE'S KNUCKLE. 9a9St1 BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. ®3 (SEE NOTE 1'FOR SPumc awmm ,slu 0792 (Io13 ro/'.' 0.0a3 wM REQUIREMENTS) 1410l6 1_ TIP, f I 1 TV'S E LIDO SMOIGM ASN 6619 9.400 P.O. 9A00 PA✓. (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER m ELDNRAL STINNOT11 AT naD Am 0790 12,500 P•+. 11,400 P.,J 5 I i I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, '8� II; I� FLOO R&MODLXUS ASN 0790 340.000 P.,J. 7A5.000 PaL --- SHEET ® --- -- -- iI xOTCRw ROD wu vise Ter-0/ 1N�iEEL CARRIAGE DETAIL fl1R SMOKE0� ASTM 01843 os s 046 x UU N..5. ASSES s MBLif LAi T PAIL Or 6UPNNG A87u 0033 c-1 C C-1 CLASS 9EV IMMCN ASN DION 1040'r 960 Y FE:�05ffii9: ASTM 0155 -------------- - ______ -- _- _ —______ _ -- NMIE -- - -- - �` - w WTATKM.0 --_ASN-638 =8"j--4:. -- --- �A�"=HV=WINDOW=BLi4DE DETAILS--- S -- -=_ N.T.S. PL TI/ -- - - - Q 4. - - -ozfli nuEco,wc.- - - - ---------- DE(Non 1 Hi VelMEraYsuN LYrf Hurricane Zone: FLORIDA BUILDING CO A`,Ae s' ENSF = B RT A TL, AI■S■S■A■ Accordion Shutter System =1L C O N C. TLV. BLADE g1 W/OR W/0 TLV.NINDOW BUDS ��o TILLIT TESTING & ENGINEERING COMPANY American Shuffer Systems N.N DESCRIPTION DATE DRAWN SY: LC, •• D•''••, 6333 N.W.36' St.S4.305.WtCM GMRMS,FLOROA 3316 Assoclaiion4 Inc. 1 ol.n 1$-Des .(= (OGIOP:'. .� /27/1 DATE: 07/27/17 ., j ............ ^— 0- Ph"a:(303)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 SS/ANAL E 'IE1L -%A:L�o0aw.com West Palm Beach, FL 33407 3 DRAWING No WALTER A.T01R Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLOWOA Uc.8"167 5 SHEET 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES• 1.d(k(QAIORY CONDITION-fl.:ONE HV LOCK 2�or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 12'ASOVE OR BEJ,OtV J.j2 OF SHUTTER SPAN OR SPANS UP TO 105',AND FOR tNST T10NS AT ANY ELEVATION- HY LOCK f ori MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 544®4 2. ('Q-NOrt[ON it:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO WLOCM 23 ,Rp OR q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q� - O 9 SHALL BE AS INDICATED ON NOTE ED ABOYE. L LOCA ON Of LOCKS SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPMONAL CONDITION#2 MID ONLY MULMANPATOFA COMMON 1 OR LIMITED MANDATORY CONDITION -x x - �� I SITS w/iLVo H.V. LOCK¢l: LOCKING R0D5 ARE NOT REQUIRED ATi URRICANE POSITION. BUT MAY NC ° 4 t6oa °t BE USEp IF DESIRED TO ENHANCE SHUTTER PERFO MAE. LOCKING RADS OR AN ALTERNATIVE,DEVICE V MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). .yA 4, u+uDATORY CONORION i :ONE HV LOCK �_y7''SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN B AND INSTALLATIONS AT ANY ELEVATION.HVL or 5HALl.8E USED A9 AN OUTSIDE OR INSIDE LACK, ATTACHED TO CORNER CTiN7M ATE W/(2} 1/ sd-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP&BO OM SHALL DE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xa�o-xyv^o� MA)auUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. •ONE ALT jig $ INST TONS AT ANY ELEVAITON.Al ERNATE LOCK IAAY BE USED A5 AN NSIOE OR QU[S40E LOCK.AITACHMEN7 �✓ PA' 4 OF TJ40-20x3J4'S.S.THUMBSCREW TO QI OR CENTEENlAATES SHALL BE MAGE Wf Tf4'0-20x3J4"ALUM, RIVNUT AS SHOWN ON SECTION HVE, SHEET 8.ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TVIO LOCKS AT 113 OF SHUTTER SPAN. �., 6."ANDATRY CONDITION#I FOR KEWDNE M0.NTM0 INSTAI!AMNS, ONE HV LOCK or 13 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 98,AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK 0 or 0 or I&MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q or @ SYMMEIRICAL CENTERMATES W/(2) 1/4'^20 x 1/2'LONG FLAT HEAD S.S. SEE ENDM.S LOCATION OF Q TP ANDLOCK SH LL BCOME AS BEAS NYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS Ot WJ 0 CONNECTKSN DETAILS ON 0 r E x I J K L Y P 0 R V W X eET�YP$.FULL *NQ II •NOTES ON HV "T" LOCKS AND CENTERMATES• "EIGHT. OF CORNER SECOND ALTERNATE NO CENTMMATES .uvmn a CENTERMATE 1 , .;ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN UEU OF HV LOCKS qq OR FOR ANY SPAN AND �°Ry�fel,O�fo'1�TD• � NN5TALLATION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OU SIDE LOCK.ATTACHMENT © . OF LOCK @ INCLUDES USING REINFORCING LOCKE AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND W/ 1 J4'o-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8*0 x 3/32' ©. • ]�]ox�6 •O eon �IMUM ABOVE ANGNUT OR W/ D BELOW IMIDSPAN, USE OF TWO ,LOCK NG RODS(W TOP AND al RpmLrr._J.CCK MAY BE INSTALLED ATBOTOM IS MANDAMOIRY.DSPOR 12' •®« �® II� --- ------ -NOTES K v T, :ONE ALTERNATE HD LOCK(5) MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS"OR(g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(8 MAY BE USED - AS AN INSIDE OR OUTSID„F�TACK.ATTACHMENT OF HO LOCK TO&11 W/3$8 X 3/8`F H S.S.M,S AND INCLUDES_ ._- ___ N.T.S. _ _ _ ____ _-REINFORCEMENT SVERT,,.-AS SH0WN-^_N SF-C'DONS H08-_ 'AY0� -HL":.SHEET tO.-LC.^K MA_Y BE iR ALLEO"AT__ - ----� - - -, -- - - - -- - - - M- - R- -MI SPAN USE OF LOCKING R MP LY OPTIONAL. _ v _ _ - __RENFORCESL _ _ _ - _�-.. _.._ _...__ _ _ ._ _—__ :_._ -MIOSPAN OR-12•MA10MU BELOW 0 ABOVE 0 ODS' 8 IS�CO 4ETE — — j1Np++++r++'moi+emsfN Qn High elocityurricone one - ---- (92017 EASTERN METAL SUPPLY. INC. 02017 nLTECO.INC. 7,, E T A M TM Q A Accordion Shutter System iL ECO ■ ■ H.v RADE#1 w/OR w/o H.v.WINDOW anDE T "d E �� *' TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EV,N DESCRIPTION DATE DRAWN 6r: LG T • 1F OF AssOOtatiOT1A Inc. I OL? 15-085 7 27/1 DATE: 117/27/17 d ,a sus hoA.36K ss,sw,sas,wa w wmcxs.�ca53 alta 4268 Wastroads Drive 2 Phone:(JOS)871-15W. . :(305)871-1531 DRAWING Na �1�•.,,,,••,..•�,�tA1l e_%11-00c67t9lcam West Palm Beach, FL 33407 a 7—��}T "IN1 WALTER'A TILL]Jr.P.E. URE/DATE U n,OROA U.-/44167 s SHEET P.E. SEALjS1G1{E�Fs 5 OF 20 POURED POURED NCRETE ANCHORS POURED CONCRETE CONCRETE (SEE SCHEDULE QY OR CONCRETE BLOCK CONCRETE REW� Swu 13) REQUIRED I//4'¢-20x3/4'S.S. REWIR 0 ._ CONCRETE ANCHORS CONCRETE ANCHORS NRCHRIE SCREWS / i; J .� (SEE"SCHEDULE ON W/ (SEE SCHEDULE ON SHEET 13) © �(SEE u;ur0nro®0N SHEET T) ( //% SHEET 13) NUTS 0 12'O.C. 120814 / i M:n. 1/4'0-2Ox3/4'S.S. -____ ED EQ MACHWE SCREWS !;.• ,:.i,. ,! t ,/___ _ USING 1/4'-20 NUTS E.D.• .250'ucx. 13&ORC15 /l i T �E.•D.°/ 13 OR I15 _7 .250'Max. E.0.0,, I' / \ I .250' L•- l�OPTIONAL II , �-OPTIONAL i IQL®MA71yJ 1 � � EOfDME aJ(ESEET � 1 EXUrRNG F^I I m19®�i I ---<DOR W ' ElOsnxc MIN.SEPARATIC To GUlss OlASS-i eA0¢mNgy MIN.SEPARATION TO CLASS I 1 GLASS SCFEWLE ON SHEET 11) r EXISRNC '-(SEE SCHEDULE ON SHEET IT)- OA 1)C HV WALL HEenFLt INSTALLATION ©HV WALL HEADER INSTALLATION HV WALL H_ADE INSTALL ATLON + KEYSTONE EXISTING CLA55 UTA tYPAOAtIxIT MIN.SEPARATION TO CLASS (SEE SCHEDULE ON SHEET it 1 i0 aASS I :I , 1 OR 1 i UW.SEPARATION TO GLASS ' ' 1 EXISTING ) i-'III MAA p 0T�A i�(SEE SCHEDULE ON SHEET 1Pa. '� OPTIOtW.OPTIONALt/4_Mox. __ / 19 EO EOR Q-{ ii/•/, %i_� 120814 .•% /`�_--- E EO PM -203/4' WHEAD I /// �: gym• / �• % 4'S.S.PHILLIPS J l' % 18 MACHINE SCREWS USING ' %_)!• ./ CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1' 1/4'-20 NUTS© 12'O.C. (SEE SCHEDULE ON POU1 CANCRETE (SEE SCHEDULE ON SHEET 13) / / A6n. POURED CONCRETE SHEEP 13) W/1/4•-20 NUTS 8 12'O.C. OR CONCRETE BLOCK %' / •/" i ' OR CONCRETE BLOCK v/AL1.REWIRED �p HV WALL SILL INSTALLATION I/ (SEE SCHEDULE ON REQUIRED CONCRETE) SHEET 14) FO 4V WALL SILL INSTALLATION OR_CONCRETE_BLOCK _ —- WALL REWIRED -- --- (� HV WALL SILL INSTALLATION ATION NOTE PoR Cm101t�eT10N aF c Clla� Lf♦i I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D..G_EDGE OISiaNCE. _ LA ASSEMBLY____ _- ____ LnARaTIGNc nF"USE cOR INSTALLATION DETAILS W 1=_MOUNTClG SECTIONS--CAV=BE COUBINEO _ _-(SEE-.SFECIFICAflCYS-ON SHELT_t3)-_ --.amu'-= BLADE IA ON SHEEP--19 :. -- - .__.__ _ _._ _ <'jJ-L.Iv -BLADE--. - _-- 8J ANY WAY TO SUR ANY INSTALLATION, A 1// 'oI R A. T! FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ';,,\ZENs• ✓t1 L_ 02017 TIUECO•INC. - - - _- - _ -- --- -- - -02017 EASTERN METAL SUPPLY, INC. - - - ER H H Accordion Shutter System VTM 4 "IL ECO N C. A.S.&A. KV. BLADE#1 W/OR W/O H.V.WNDOW RADE TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems .N DESCRIPTION DATE DRAWN BY: LC. '�•�•••.�ORIDP.'••V 0353 N.N.]6IR S(.,Sb.2D5,NRG"nA GARDENS,rLOROW J]76 Association, Inc. 1 DLD I$-Q$5 7/27/1 DATE: D7/27/17 -AI -- '{LT Pnm:(705)87'-1530.Fe.:(305)871-I53f 4268 Westroods Drive 2 S/pNALFN�'�t�ll e-mxEB�00067t0 ttm West Palm Beach, FL 33407 3 DRAWING No './/uif"" WALTER A.TILUT Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA L.c.p 44167 5 SHEET 6 6 OF 20 POURED CONCRETE ANCHORS Ica t7PAami1 R WY.WARD�/ O 1 CONCRETE (SEE SCHEDULE ON SHEET 13) m aAss(» r ® COSTING i 1 )„ Ta CLASS .t I REOUARED EOCE OF - —`/ /m9 M CAW Gt�1SS—^{ ux sfyualnl - I t8¢S I I) 3 SLAB IF i OI SMOLT-11i fOi i T4 ulss i g AFPIACAaE Et4StN ' •' ,' '�+• . / / � I II ••„ III I� ' I ! % f" ALTERNATE i i i ) I s i I EXISTING I I ✓/"!. / ',i '`/,'�.^' LOCA�TIC+Ri GtA55 #10x3/4'HEX WASHER HEAD i 1 13 OR T 5 3/ a4v. TEX SCREWS o 12'Q.C. i J %'J f J/'.•' '%rEDGE OF 3/e AaN. CONCRETE ANC ORS r 8 /,` ,, /' ',' f J/ApPUDCABLE (SEE SCHEDULE ON SHEET t3) �' %; E' I 'rJj/'`',fJ ,''/ ��` ' !,; r ./; i I/ ' ,; EDGE OF l% / . PIaStIJIG ECCE OF—+ �!i/;f j;)'!:-/'/ ili•/ / - / 'J/ i%' f, /' J/ StAD IF / py CLA'.3--� SUB IF I,/!//f ()J 1/2' •�aL.1 ,/ J,' EDGE OFAPPLICABLE / r,: ''%'%'/'/'i'% APPUCADIE / /'. ' ! U+ ; AiK gP�PAa01t f . - 0.. Q..'i" /: ;�•� SUB 1F • •'' POURED ' W a16K ! / !, f'/!- f,/,i APPLICABLE POURED E.D.• CONCRETE SST HEAD CONCRETE ANCHORS &OEpu,ON g¢T '! ,,. / ,!1. /;',;/,� /; f",• ;l/; CONCRETE REQUIRED (SEE SCHEDULE ON SHEET Le) CAM ♦ POURED I"' REOUtR£D CONCRETE FLAT HEAD CANCRVE ANCHORS g � 1 OR RECUR2ED D» D.•—J (SEE SCHEDULE ON SHEET 14) (9 TRENC-14 ANUALLATIKOA VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. 0 BY FLOOR INSTALLATION t O HV WALK—OV R INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE P. SHEET 11 EXMIA0 YN.UPARAMI r—--- �j Ar— CONCRETE ANCHORS ' w.stsuAtlPv , ro MASS 1a u-O SHEET 15EOUtE ON 1/4'13 Taw/ It�j IX 1[a+N-MY OR 1/4•0 Pcaa+s I \•tL/4• EXISTING---i EXISTING—7J(&,= i uxa>a41hTIOI Tp IxAS' GAS'"-'I FASTFhF.RS TAPPER-ANa+ .'{W/ . GLASS 1 } C•�S J( SO(OMD al ASE><tit — 1,!j ax ' Yat 1�uNnvt t0 L SJ4'Yti.OA1$Wfld O e• D III I J tea saawAc a se¢Iq A %OCC,FOUR S AIS Ua Fµi TwN 1 I 'A I i rr*^1/4 I ! 1 C-a•LP TO 8'-C ilAx.APRY VAX. // AT EY1Rr FASIETT.F IffAD ' S 3 N EEDwT i1(Ste tttt Ua3GiDt� 315 1/2• E as 15 I i met I i yr ER H CONT.SPINJI I t 3B 012'O.0 %' 8 ii Ii f i�'ji% Er �14At3/4• HEX NFitD +3 _ _ I•-) 1 3JB�/ I t I f % L/a'a-24.3!4'S5 CLS 3 � TEK SCREWS 0 9'D.C. J _ #14x3/4-S.Ds. I , „ I 1/4- A / /!f us=1/a'c-xo Hurs / CONCRETE ANCHORS ! _ b 7Q 3f / --- A I I I s %// ( 0 1r OX. OR L asLIT S'S'M.S. o e'o.c. MP:. W/HUT O 9'O.C. SHEET 14)DULE ON // - j�' r --»-- PAL / 17«1 18 1/z' 'I' f,/ 17 18 ( Ja t 2.00'LUN. w omm nroEcos RA"F"T Z :' EDGE OF vvV '' F.H.SA).S. MIN. , ED sti) SO, Stns IF / / \l Pa ZED CC'NCRM ,r'/• / '17/8', 1 7/B' .I f !'!//;!f' APPLICABLE 1, CONCRETE ANCHORS SEE NOTE 13{D} `� m 9'O.C. REgtnRE4 ,`j! ,' / ` % ,'` ,/ r' f /A"-•';r E.D.' / j'' POttRED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET I E•D;' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK � REQUIRED LEu'~TON MOUNTING INSTALLATION GPTiOrw POURED CONCRETE �`:/ NV WALL FL0012 INSTALLATION Q_HV WALL WALK-OYER.-INSTALLATION uA13L1uu WAITER SPAN s o• -- - REiX3iRm-- - (2),SIV RAINGUARD INSTALLATION t RM t THIS SHALL IN FOR aM t TION CF SECTION t RcEMNABLE WHEN N PERFORMED _ — E.0.a EDGE DISTANCE _ "` _�{SEESPECIF'CAT'v. '�SIS;ZT-13) .. --/SIJACETti'-70 AN OPEt1ABLE EXR. --♦`SEE-S9diAATiNNSHWF "I _- _ _ _ _ ._.. .. - - aEE'HE'. FG :G �t�I,�. _ _ .. QR:ENTRAHGE- �_BLADE �H.SHEET= "' - - - =W _`HV BLADE _ . `INSTALLATION DETAILS f N ALN WAY TO ECTIONS SUIT A IN ACAN BU,A ONtNEO 13j1J AL �" .- FLORIDA BUILDING CODE Non High velocity HUrricone Zone .•••ry EA/ V,.rt -___- __ Op017 DLTECO,INC. (02017 EASTERN METAL SUPPLY, INC. 1PsF BEWTHA�#VTM tTLTE C O A.S.S.A■ Accordion Shutter System H.V.6tADE#1 W/DR W/o KV WNIDOW MADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. REV.N DlscmPnoN DATE DRAWN BY 7 O �kl Assoctatlon, a 1 DLD is-oas 7Jzr/t aATE: 07/27/17 6365 N.M.Seib.SL,Stt.TAS.N.aaNN CWaDA3,ROaaA 33it 4268 Westroads Drive z ' **D, �; Pharo:(305)871-1630.Fax:(SdS)871-L331 DRAWING No S�QNALN6 d e-mea:DltewOam.carn Wast Palm Beach, FL 33407 s --., \til E9-DDas7/s 4 17-107 '��" rrrrrrrl P WALTER A.TIWT.1,P.E. P.E. SEAL/SIGNATURE/DATE FLORIDAtx t 44167 6 S 7�OF 20 SEE–END-WALL ON EEM 10 18 SEE NOTES 0.Y LOCKmG RODS3�,MY LOCKS® OUT ,a• I IN r EXISTING Gam$ INSTALLATIONS W/ 1 HV **AJI3 ALTERNATE W LOOKS ®Dtt ET S. SLADE BLADE W HV CENTERMATES CEN,ERVASTTES APPLICATION„T"PLADEo I f 0•®�+©.®D°t©•©w SEE END WALL CONN GgQN /—EXISTING CLASS DETAILS 0 - ---------------------- -------------------------- 2 S 1 I © ® •.2'd/s•m'-2 j 8 . 8 9• w 1 • 5 3 1/4• r s 1/z' 7• (60&T-Ta ALLOY)A(UU, ANGLE vi/(2 1 .•m TAPCON , 2• w OPPOSING I urCHB�s�o caRCRETE I / ®'® i SYMMETTRYCAL (TOP/GOTTom)e CETE M S (1)810.,/2•s.us.TO Tug E B+o,3/1 sus.0 12' CENTER' ATES LAN.SEPARATION AT EACH ANGLE,MP) I 0•C.FULL LENGHT. Y/ V LOCK 4 or ! Wf HV LOCK (24T"Or 2�5 (SEE scn OULE ON SHEET 11) I I - ----------- - 5 a 5 1 1/2 Z« 1/2. a ®DA�w©•O7 OR 10 •©w O O w ® HVB oUT ® " * HVC 10•®wp•Qm�.,�w HVA , °R w s . s °R,° . °R ® 7 POURED CONCRETE OR ©•O.©w©•O•(1 ) © O O O © Ext$TMG GLASS CONCRETE BLOCK VALL v ) 10• 5P (STING�•@°IQ•®w®'®D.I C------------- _ O ®__©_ �%`_©04 —r------- REOU ED cuss SYMMETRICAL 6 . 7 oc 6 . 7 T--MIN. { N O•© O. SEPPRATION I •_®°— ®_°— ®_J��N b CENTER MATES* 6 r©.©�,�. ®� To GLASS 5 (SEE SCHEDULE MIN.SEPARATION °�©•® a ®* W V L0 °INTER 0) 1 O•©w •®oa�• ON SHEET 11) .I TO GLASS 3 (SEE SCHEDULE IN OPTIOUALERIOR ----------- -------°'®•®-------- l _ S SHEET it) (INTERIOR) - 3 — OUTJJr, CONCRETE' ANCHORSC. — - -- '— -- �J ' � I 18'0.C. r -- - ®— -- - - -- ----— -3 —VARIES— --- -- -- - - N E --- - --- - ---- -'- - - - — u2- SLACK w 0 U T 6 uAx. HVD ,�/,,,,.,��.. _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' _ ✓= ___ _ 02017 TD.TECO,INC, 02017 EASTERN METAL SUPPLY,INC. IL E C O .N.. A.S.S.A. Accordion Shutter System *; H.V. BLADE#1 W/OR W10 H.V.WIN M G ADE TILUT TESTING& ENGINEERING COMPANY American Shutter $y3f8m3 EV.N DESCRIPTION DATE DRAM(BY: L.C. % ��, 63ss eLv.36m.St.se.305.wreau w.aDars.noRa 33u A930CidfT0T1, Inc. 1 OLD i5-0.85 7/27/1 04TE: 0 7/27/+7 �'-t+'- Pnona:(-'05)671-1530.F°.:(30.$)871-1331 4268 14estroads Drive z S��NAL ENG 1tj1T °-m0:GI1ee°o°a.eom West Palm Beach, FL 33407 s DRAY/ING No 11 EB-0006719 �� 07 ♦///,/,•+ WALTER A.TILLR Jr.P.E. P.E.'SEAL�SIGNATURE/DATE vLoaDA U./1x87 6 SHEET 6 8 OF 20 AUTER N TE INSTALLATION WV "T" LOCK HV MALEJEEMALE "I" LOCKS CENTERMATIES 48) LOCKS WIn HV SLADE SENO CONNEMON DIZAILAS ON SHECIS-10 A IS INSTALLATION (1) HV BLADE 511w CLASS M.MXM4 F'TWZK WZ 80- C-ENTERMATES F001 04 I IS WCU.AS SKU,wy cf.USED WIN rfa WEIINA wx pCw w Ms Swq. ARM CON 00 @ 35 3 M - AIMY4'0 CONCIAIA L---------------------------------------- ---------------I- vw/awlrau) Shl-&0 Ir F.HAL Maw. F (4)H.V. I N ( "N • )gHV -T� PIMS(IP.) OOn/ L.CK (INSIDE) to 5 3 -A— ------------ - SL 29 — 3 OUT 2 1/4" 0-20 x 1 1/2" S.S.M.S. SEE NOTE 6 FOR LOCK@, 3/32- WINGNUT. HOC-14-y-C -?-Loex,ON SWAT 0. SYMMETRICAL HD CENTERMATE$ SYMMETRICAL 4Q-CfffES!LA= t mm 0444 ALUWaIM (OHV "T" LOCK (OUTSIDE) —HVG* W/- (B* LOCK (EXTERIOR) W/ (w LpjK-fwlER= (2024-0 AUAM v=nARX TW4 1;wul 1XV1=1 PART I Mo. ISO AS VANUFACIURW D Of AVOM OW 00 Mff=il PARSIPPEP14 NTW JERSEY 0704 CR C*VAL . ........... j9k-------- *$a MM ON wcwx F=(D&I (*Lo:.s on **-wvM-vlMM MA"a"Va�wc=w*a---=------- ka— It -----------FL0&TINQ-SlACK- FLORIDA BUILDING CODE(Non High Velocity Huretcone Zone, ....... 0 2017 EASTERN METAL SUPPLY, INC. 02017 TILMO.INC. BERTHA HVTM 4 =ILEC 0 A.S.S.A Accordion Shutter System 0 KV. MADE#1 W/OR W/b H.Y.W114DOW IXADE • DESCRIPTION DATE 0 1 BY: LCL Shutter Sysfams 0 % American Q TICCIT TESTING & ENGINEERING COMPANY Associeflon, Inc. I OLD 15-085D7/27 I GATF' 07/27/17 P N.N.361h,St.St&30 %MWM QkqDM FLMWA 3316f 2 OPI 4268 Westroods Drive .......... hone:(305)871-1530.ro.:(305)871-153t DRAWING No V.1t.c000..... West Palm Beach, FL 33407 3 CONAL WALTER A 113- IT=67 4 9Jr.P.C. 17-10 FLO%DA U..j 44167 5 SHEET .7111 9 OF 2 P.E. SEAL/SIGNATURE/DATE r--POURED CONCRETE OR I �i •--'POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OURED CONCRETE _ REQUIRED ' BLOCK WALL REQUIRED BLOCK WALL REQUIRED r'----' \ OR CONCRETE , '�•` _ I i `( BLOCK WALL REQUIRED --f` EXISTING GLASS EXISTING G1155 CONCRETE ANCHOR' �, J ` / / _ _ �' C 16'O.C. EXISTING GLASS — 1, ,r.- / ./2'MRI, /EXISTING CLASS '"1 2 MUI. T-—-7 i MIN.SEPARATION / /" It ' TO ILEOLASS(SFE tf 9M SWAPARON �^II IAN.SEPARATION j SOGffDULE ON S1QEi i '' �` j I MIN.SEPARATION EO ' EQ:' TO ana(SFE ' 11 FOR aUDEOAND f ON sH,E;Er !� f' I TO GAS(SEE SC•ffOutE ON 9 El ( i/16'x3`MAX. aN 5(1) Q '� .�" : SCHEDULE,1 FOR BtAYc OANO �_' sCLE0l1tE Ot!siEET •1 FOR MAOEOAND 6063-T6)CONT. C>!l�06 & ON SHEEP 19 FOR 11 FOR 61ADEOAND (LOCATE AT ON air 19 FOR ALUM.CLOSER SIDE) RADES O&® PLATE. (LOCATE 1/2 , 1 ESAOSO&® 1/2 aN S14ET 19 FCR OF S AT EITHER O; MIN % ' - B euro& I/2'MIN, I #10x1/2•S.M.S. I ( lT•USE i`OR 2•MAX. #10x1/z•S.M.S_� I -—-— (AS APPUCABLE)x2•xf/B•x0'-2• ® 16.O.C. - ALUMINUM CUP ANGLE I ® 16`O.C. l TOR (6063-T6 ALLOY)AT MIDNOG4 TAP(2)I/a•o rArcoNs ANCHDRS ToSEE DETAIL X FO WALL AT 1'D.C. (LOWE AT�� SIDE COO INETRCATICOKS1 DR EITHER SIDE OF@) (D DR OR ® SEE DETAIL%FORSIDE CTO TRACKSECTION SEE DETAIL%FO 4 d w 8)• 7 w 8 10•®w TO TRACKSw 8 0-0-10.®w IOD®w©•�©•®w SIDE COO NECTIOIWO ,OP®q©•O7 wO..10•®w ©•�•®�L=1'Q•®°' ©•O7 •®w©��01.®wTRACK 6'O7 •®w©•�/O7�•®w ®•®w0•®wO•®w ®•®w0.0-lSl•©°' 0'®°'�•OwO.®°' ®'®w0•®',.Ug.®m 0'®w®•®'®• w®� O•®w®•Owm•®w®•® �•®w0•®w®•�w0•® ®•®w®'®w0•®w0•® END CONNECTION QUAILU) END CONNECTION DETAIL 02 END CONNECTION DETAIL Q3 END CONNECTION DETAIL POURED CONCRETE OR i REQUIRE°OHLY FOR SPANS GREATER THAN 12'-0• EXISTING GLASS :' CONCRETE BLOCK WALL EXISTING 4 REQUIRED GtR55 4 - W SEPARATION #10it/z`S.M. i ------_---- \ / ro t;tAss(SFE ,/ a 16-C C. MIN.SEPARATION D 3------ J ------- �-------- I _- ' S'3iMLE ON SHEET i TO CLASS(SEE _ ---- �______ ___ ©OR®OR�OR r 11 FOR MADE OA.D CONCRETE % 1/2`MIN. EDULE CH 9@FT _ �________ 'CONCRETE,/** ON° T 19 FOR ANCHOR O ______ _____ L__ CANCHOR I MAOESO OAND &Qy� I2'O.C. ,' :', 5 11 FOR 19 4 1©OR 130R�OR� EQ 0& t9 FOR 16• ON �'' ---- - OR'I O.C. r'-' 1/2` I6 OR®OR(q OR EO <' / 2•LAIN', 1 "2"MIN. SEE UM"TIONS OR i 3 OF USE FOR © BLADE l'J ON SHEET 19 'I Oi OR OR OR(i .L1r=LT_!• 1 OR ®e � POURED CONCRETE OR ' OR ® �w©•O7 wO 1p.®w �w©•O-O 10•®w Et,J EA TI I STALLATIO CONCRETE BLOCK WALL ' �w®w©•®w®.®w ' i°Q®w®•�'©•®w REQUIRED 1°' -- — O_®w (1) HV. BLADE--OR HV WINDOW—BLADE INTO--- — -- — _©O — —CONCRETE�OR CONCRETE—SLOCK`-WALL.7 _ END CONNECTION DETAILSO pa•®w®•®w�.�w�®, N CDETAIL© 0 ®w® ®-®. FLORIDA BUILDING CODE® Non High Velocity Hurricane Zone: 'f• - _ e C EN 02017 TILTECO,INC. — 02017 EASTERN METAL SUPPLY,IIIc, ` 9BER H� � TM * IL EC O �N�. A■S■S■A■ Accordion Shutter System .e; 7M ALV. HA BIADE#1 W/CR W/O H.V. WINDOW BLADE '. •^�1/Y : TILLR TESTING & ENGINEERING COMPANY AmeNcan Shutter $y9f0m8 Ey,N DESCRIPTION DATE DRAWN 9Y: l.c. Association Inc. , mit`••;�� ;• Av 1�� GT55 N.W.36N.6L,Ste.305,RRCPM GARDENS,Roraw 3318 • OLD 15-086 7/27/1 wTE: .07/27/17 Phone:(305)671-1930.Fa::(305)671-1531 4268 Westroods Drive 2 s�ONA�ENG`1N,1L o- T:Wlecamootoom West Polm Beach, FL 33407 3 -DRAWING No AAAAAA....••N WALTER A.TRLlT Jr.P.I- a 1 7--107 P.E. SEAL/SIGNATURE/DATE `LORDA U.a NN167 5 SHEET 5 10 QF 20 SCHEDULE 11 �CHEOULE JF2 S�CfjEDULE#3#3 MAXIMUM SHUTTER R SPAN` 'L+" OR "L MAXIMUM SHUTTER SPAN'S 'L+' vuwum SHUTTER SPAN'S"L+- INSTALLATION LEGEND (ft,), FOR INSTALLATIONS W/. L - - •OR "L--- (ft.) FOR OR "L-- (ft.) INSTALLATIONS CENTERM6M @ &(g or(D or INSTALLATIONS Wj YSYMMEMICAL Ce= CONCRETE & WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN V!/ ONE H.V. LOCK I& Or ®Or or & & W/ ONE HV LOCKS MANSORY POSITIVE AS.O.DESIGN PRESSURE RATING, HD LOCK �W/ NO LOCKING RODS or ONE HV LACK or or OR Wj NO LOCKING WALL A B, C. D. E. M. N. Q, P. 0, AS.D. DESIGN(PRESSURE RA7oNGA GIVEN NEGATIVE CENTERMAI� 213® 29 W/ONE V!/ NO LOCKING BOOS of MOUNTING F, K & L R. S, &V. I�0^A-1' LOCK 30 Vt/TWO LO{QR NG (SEE NOTES t.t1`) '�.l (vAUo FOR MOUNnNGQ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM MIISEE SHEET 7) FLOOR/CEIUNG G, H. I, 17, J T, U. W& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONt�l�1VO INSTALLATIONS 0 " & '°°D CONCRLTE MOUNTING & }� UAMU 1 ASUagum r A I n0 Aye 1 GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, •Do. + INSTALLATIONS - WALL MOUNTING Ft40RJCQUt3i paes ai WALL.�3i8to tit: iLOCR/COttrrr uDUF+ii6'G DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE aarn & PAT" GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, 1141-) MOUtrRNG (Pet) FLOORJCOWIO MOLNTINO (0.M.l DETERMINE MAXIMUM SPAN'L-"FROM SCHEDULE. (t OR-} (r qt-) (�OR-) FLOOR RALL UOUNTINC (R) L+ (11) L-(4) L+ (11) L-(II) IN }dIWMUM SHUTTER SPAS •L+"OR"L-'FOR 30 OR L t6'-0' i6'-0' i6'-0' i6'-0' 30 16'-G' i6'-0• 30 76'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE TING, TO FINAL MAXIMUM ALLOWABLE SPAN E EQUAL 70 THE 35 14"-10" 14'-10- 15'-2• t8'-0" 35 14"-10' fa'-ttl' 35 75'-2' t6"-10' 105 pst.&S.D.DESIGN PRESSURE RATING, td(NIMU14 DETERMINED SPAN BETWEEN 1+'AND"L-'. 40 73^70" t3'-10' 14'-2" 15'-2' 4p 13'-l0' 73'-70` 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 '-1- 13'-1- 13'-4' 14'-3' 45 13'-1• 1a'-1" 45 13'-4' 14'-3' t ITV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS (3 5o 12•-5' 72'-5" i2'-8' 13'-7' 50 12'-5' 12'-5" 50 12'-3' 73'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 11'-10" IV-10' 12'-1' 12'-11' 55 I1'-10" 11'-10• 55 11'-I' 11'-11" SHALT.BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 f t'-4' t 1'-4' 11 12'-4' 60 i t'-4' N'-4' 60 /0'-2' 10_71• NOTE J5,SHEET S. RATING: 65 10'-10' to'-10' it"-1- 1t'-11- 65 10"-10• 10'-10" 65 9'-5' 10"-1' DETERMINE: Ct+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 16-6' 10'-6" 10'-9• 1Y-5' 70 10'-6' 10'^6" 70 8'-9' 9-4- L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 1tl"-1 l0'-1• l0'-4" 11--1' 75 to"-1" t0'-1' 7s - B'-s" ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. B0 9'^70' 9' IO' t0'-0' 10'-9" BO 9'-10' 9'-10" SPAN"L+"OR 1-•AND MAXIMUM ASA:DESING FOR A GIVEN NEGATIVE AS•D. DESIGN PRESSURE 85 9'^8' 9'-6' 9'-9' 10'-5' 85 9'-6' W-6- PRESSURE RATING FOR INSTALLATIONS IMO CONCRETE RATING: 90 9'-3' W-3' 9'-5' 10'-1' 90 9'-3' 9'-3• OR CONCRETE BLOCK SHALL BE LIMBED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt--MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-O' B'-9' 9'-2' W-10, 95 9'-0' 8'-9' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 10D 8'-9' 8'-4' 9'-0' 9'-7' 100 8'-9• W-4' MOUNTING®ON SHEET 7. INSTALLATIONS. 105 W 7' 7'-11' W-9' 9'-4- 105 8'-7' 7-n' 110 8'-4' 7'-7' 8'-7' 9'-2- 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3• W-4' 8'-11' 115 8'-2 SEPARATION TO GLASS SCHEDULE MINLAIUM BETWEEN•L1+: L2+: LI AND L2-- 120 8"-0' 6'-11' S'-2' 1 8--9" 120 8"-0' 6'-11• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-W 8•-0' 8'-5" 125 7'-10' 6'-B' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-6` 6'-5' 7'-10' 8'-1" 130 71-8' 61-5• WIND ZONE I 1 PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-r 6'-2' Y-9' Y-9' 135 7"-7' W-2' MINIMUM SPACING. 140 r-5• W-11- 7'-7' 7--s' 140 7'-5' 5'-11" ASTM E-1996 SEPARATION 145 7'-3' W-9' 7'-S' 7'-3' 145 7'-3' 51-9' TO GLASS 150 7'-2• 5'-7' 7'-4' 7'-0' 150 7'-2: 5-7- 155 7'-0' 5'-5• 7=2' 6'-9' 155 7'-0' 6'-5' 1 'rHRIJ 3 i r. 160 6'-11' 5'-2' 7-1' 6'-7' 160- 6'-11' 1 W-2- 165 8'-10" 5'-1' 7'-0• 6'-4- 165 6'-10- 5'-1" 170 G'-9• 4'-11" 6'-11" 6'-2' -- 170 r'-q- 175 6'-7' 4'-9' 6-9- 0 175 6'-7' 180 6'-6" 4' 6!-6' a4'-_1GF` _� -- ---- H V BLADE -B 6-B 5_1DiB0 — — 1135 6'-5- 4'-6' 6'-7' S'-8' 165 6'-5" 190 G'-4` 4' 5'-61 _ 190 6'-4- 4'-5' _-- __ ---------- -4' _-_-4• 5'-3' 200 8'-2' V-2" 205 6'-1' a-1• s'-a• s'-1' zos s'-r to r., FLORIDA BUILDING CODE(Nan High SielDc;ty NurriCane Zane _ 02017 TLLIECO.INC. 0'/2017 EASTERN METAL SUPPLY.INC. acENsF' `' = BERTHA RVTM "�= sA S A Accordion Shutter System *: IRE E C O ANE. ■ ■ ■ ■ 11x. BI.ODE#1 W/OR W/O H.V.WMOW RADE American Shufter Systems -O�yrAXt TINT TESTING & ENGINEERING COMPANY Y Lw.N DESCRIPTION -- OAT[ ORAxT+�9+: L.c• Assoctatlon Inc. 1 OLD 15-085 7J27J1 MAIL- 07/27/17 9 L- AA �N.W. ( n..ste.Sob.nRall (305) 1-15nA-X1-�, F � Phone:(303)871-1530.For:(303)871-IS31 4268 Westroads Drive z DRAWING No e-mail;tazea000a.eam Vest POI�O Beach, FL 33407 3 17 —1 07 fsS�aNAI E�� i` f9- 719 4 rr" WALTrA A.1I LR Jr.P.F. P.E. Sea;'/SIMA%RE/DATE FLO AMA ua. 4.167 c SHEET OF 20. 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD QMM yEGA,T6e ORRESPONM KOUNitNG TYPE FOR{;OMEM OR CONCFEE BLOCK INS! LAMONS (SEE UWNM=E.0,&H ON Dims e&7) 1.ANCHORS TO SUBSTRATE$HALL BE AS FOLLOWS; POURED 111M POURED OONDOETE (A) TO EXISTING POURED CONCRETE:(Min,f e.3 kah UAXgIW �1yALL SILL MOUNTING a CEILING M6()NTiNG H FLOOR (+(OUNRNG - 1/4-e TAPOON OR TAP004 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX.(Win,f C s 3&f7 ANCHORS SPACING__ 9M - 1/4'0 x 3/4'ALL.POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (WGn.f d.a.3 k50 SPAN (!i) km owa Kws PR MMft . .DEilOI lEYATNE P A.9?E RARVGAmGY3WTN FA1d0 - 1/4'p BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFAGTURED BY FLORIDA FASTENERS DIRECT,INC.(Mtn.FC-2 kml 30 4D 60 75 90 120 180 20S 30 4p 60 75 90 120 160 205 JO 40 fA 75 90 120 180 204 TAPCON OR - T/4'p TAPPER+A)NCHORS AS.MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUMORIZED MOOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, f+112 9 8 6 s S 14 12 t0 9 8 8 0 0 14 12 10 9 a s 6 8 TNRFASIFORM 7ECNNOLOGY 0Gn.PC=3 kv) -0110 10 9 8 B 6 6 t4 12 10 9 B B 6 a 14 12 10 9 0 8 6 8 ALL POLARS SOLID-SET OR 10 9 8 6 6 6 14 12 f0 B 0 6 8 @ f4 1T f0 9 8 8 6 5 BINE 7AP Wf CAPNOTES; i0 9 8 8 6 7 t+ IZ t0 9 8 6 0 6 14 12 10 9 B 8 6 6 A1}MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECNNOLOGV ANCHORS AND TMPER+ 10 9 0 7 5S 33 14 12 10 9 a 0 6 8 14 12 t0 9 0 8 6 5 TAPPER+ IS 1 3/4',ANO FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'.4'-0` 10 9 0 a 0 6 14 t2 10 0 8 8 e a 14 12 10 9 8 8 @ 5.5 10 9 8 a 6 4 N 12 10 9 8 8 6 4S 14 12 ,0 9 9 6 4 J3 0.2)I,Ol10AUM ETABEDMEM Of i/4'p x 3/1'ALT.POINT9 50U0-SET ANCHORS SHALL BE 7/B•INTO THE POURED CONCRETE.ND©ABEDNENT 10 9 0 8 6 45 14 12 f0 9 a 6 6 5.6 14 [2 f0 9 B B 6 45 ONTO STUCCO SNAM.BE PERMBTED.1/{0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO i0 9 7.5 33 33 - 14 f2 10 8 8 E 8 5 14 12 10 9 6 7 53 4 45EE LWT[AT*1S CF usC f0B EXIST ANO i'MINIMUM FOR WALLS WITH NO STUCCO. f0 0 8 B 6 0 14 12 10 9 8 6 8 SS 14 12 f0 9 8 8 6 4.5 6IADE ON SnE6T 19 5'-D• 14 12 10 B a 7 + - 14 12 10 9 a 03 5 35 14 12.101 8 65 5 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EfOMO WALL OR FLOOR, 14 t2 10 @ 8 75 4.5 - 14 12 10 9 0 8 6 4.5 14 12 10 B 0 6 4.5 .75 ANCHORS SHALT.BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 OS 4,5 - - 14 12 f0 9 8 7.5 5.5 4 14 12 10 9 8 6 45 3S NOTES Ai)dC A2)ABOVE,FOR INSTALLATIONS ON VWYL 90910 OR EIFS WIN OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 t2 10 0 8 8 6 - 14 12 10 9 0 8 6 5 14 12 10 9 0 6$ 5 3.3. INSTALLATION ttDO flF5 WITH METAL STUDS SEE SHEET 20, 14 12 10 9 7.5 5S 3 - 14 12 10 04 7 3S 4 3 14 12 8 6.5 5.5 4 3 14 12 10 9 8 6 - - 14 12 10 9 8 a3 3 75 14 17 10 8.5 8 3 4 - (8) TO F705TONG CONCRETE BLOCH:DUAN C-9a) 14 12 8 6.5 5S 3 - - 14 12 10 9 0 BS 4.5 33 14 12 10 8 7 5 3.5 J - 1/4'p TAPCON OR TAPCON WITH ADVANCED MREADfORM TECHNOLOGY ANCHORS,A5 MANUFACTURED BY I,T.W.BUILOEX. t4 t2 10 0 8 8 - - t4 12 10 9 8 7 5 4 14 12 10 9 7S 5S + 3 - 1/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTR19UTE0 BY ALL POINTS SCREW,BOLT&SPECIM.TY COMPANY. y.O' - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 f2 10 0 6S 4 - - 14 12 9 73 6 45 3.5 - 14 0.5 7 53 45 3S - - - 1/4b TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 SO 6S 7 4 - 14 12 10 9 7.5 5.5 4 - 14 12 9. 7 73 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.TNG• 14 11 7 54 4.5 - - 14 12 10 9 7.5 93 4 - 14 t2 9 7 6 4S 3 8'-0' f4 12 10 9 8 8.5 - - 14 12 10 9 a 6 4 14 12 10 6 6.5 5 33 - NOTES: 14 12 6.5 7 3.5 3 - - 14 12 8 63 55 4 3 - 25 9.5 6 5 4 3 - B.7)MINIkiUM EMBEDIAENT UNTO CONCREtE BLOCK aF TAFCON,BtAAE TAP W/CAP ANCHORS AND TAPPER+ANCHORS i5 1 f/d`ANO TAPCON 14 ,T 05-b-6 8 - 14 12 BS 8 85 5 - - 14 12 B 6 6.5 4 - - WITH ADVANCED TNRFADFORIA TECHNOLOGY ANCHORS S 1', IJ 99 @.5 5 33 - - - /4 12 iD 6 65 5 - - 14 12 8 0.5 3 B'-0. it 12 t0 9 9 - - - 14 12 10 9 73 4.5 - - i4 12 8.5 7 54 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4°ALL POINTS SOUR-SCr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S 7S 6 4 - - 14 11 7 5S 5 3.3 - - 11 B SS 4S 3$ - EMBE1fUE14T INTO STUCCO SWLL BE PERMITTED. 1/4'd-20 SS.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO t4 12 a 6S+3 - - 14 12 &S T 5.5 4 - - 14 05 7 5-5 6 4-5 - E'XNST,AND 1`NINDAUM FOR WALLS WITH NO STUCCO. 1,5 Bb 53 4 - - - - 14 12 9 7 6 4.3 - - 14 1 t ] 8.5 1.5 33 IO'-0' 14 12 LO9 7.5 - - - 1t t2 t0 8 85 9 - - t< 12 a 6 5 4 - - 8.3)DU CASE THAT PRECAST STOWS,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE It705TMO WALL OR FLOOR, 14 103 7 5 33 - - - 13 95 B.S 5 4 3 - - 10 7.51 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MA04 STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 It 7.5 5.5 - - - - 14 ILS 9 6 S 4 - - 25 9SI 6 S 4 4 - - NOTES 9.1)&B.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10.58 5 - 14 12 B 83 55 < - 13 t0 63 5 4 3 - - FOR INSTALLATION INTO EIFS WITH META. OS SEE SHEET 20, 14 12 10 - - - '- I+1121 9 7 6 45 - - 14 IOS 7 63 43 35 2.8 9.5 5 - - 12 9 a 4.5 4 3 - - 9 7 4S 3.5 3 _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - ff 110.51 7 5.5 4,5 -I- - 115 83 53 4575 - 94 7 4.5 - - 14 11.5 7.5 a 5 - - - t2 9 6 4.5 4 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D,)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 10 - - - - - 14 121 8 BS 5.5 - - - 13 10 83 0 4 - - - ED,D.Q,,,DISTANCE VERSUS SPACING SCHEDULE FOR Atj HC ORS: 11,5 OS 441 - - - - - 11 8 5S 4 3,5 - -1 8 e 4 3 - - - MA)OMLM ANCHOR SPACINGS ARE VALID FOR EDOE OSTAt.'CES INDICATED RELON.FOR E•D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 SIS 8 - - - - - 13 9S 83 3 4 - - 0S a 5 4 - - - 8Y MU AFLYUS SPACING SHOWN ON SCHEDULE 8Y THE FOLLOWING FACTORS, 9 6.5 - - 14 105 7 $3 4-5 - - tf 8.3 3- 43 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0" 14 12 - - - - - u ns 7.5 6 5 _ - - 12 9 6 4S ♦ _ - - FACTOR 19,5 a - - - - 10 7.s s 4 3 - - 7s s5 4 s - - - Adv TAPCON WRH ADVANCED TAPPER + 12.5 e.s - - - - - 12 9 6 4s 4 - - - s3 7 s 4 - - - EDGE TAPCON w SET BLUE TAP w/CAP B.5 83 5 - - - 0.5 7.5 5 4 - - - - BLADE O,R DICTANCE SHREADFORM T<TFtNaL(X±Y MN.SPACING t4'-0' 14 12 - - _ - 14 105 7 55 _ - - I1 OS 55 4.3 = _ - - -ED.- MIN.SPACING 3' MIN.SPACING v 3' 1/2' Mw.SPACING m 3' J 3/+" 4' TO 75 - - - _ 9 T 4S 3S - 7_ 4_35._3_--.....-=- BLADE W P.OURfO CONCRETE-&-p01p. rE. -BIDD{ E&-PQURSO-CIX2CREfE-&p(I1S 0 - - - - - 11 a 53 4.5 - - - 9 654HV I ��S' IPL CM-3 1/2' LCL EO•2 OltI CONCRETE C% CO MC�•HL3.00K MN.ED.•J I/2'MN ED•21/2' 14 - - - - - - 32.5 10 s5 - - - - - o_ es - BLADE WORKING 3i.o D.Ba /D tD Gas 1.a 9 _ _ _ _ _ _ a5 6.5 4 - - - - - a5 5 3 - - - - iN U ISON0,97 i.o1D - - - - - - D3 a s - - - - - a3 .0.71 -- - -0.51----- ------- _ ---' - - 9.5.Ss ca..O5.45 i4 _ t 9s-6 - - tD 75 a - - - 1 112- 0.15 - - - - 0.35 g 6 4 - - - - - 6 4S 3 - 5 - - - 95 7 s - - - B 6 - - - FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zona' 02017 TILTECO,INC, 02017 EASTERN METAL SUPPLY. INC. '-- -- ---- - - - ,LtiiY"'•.•'Gi�•.�{/,� - BERIHA TM A S S A Accordion Shutter System I L E COIN,. ■ ■ ■ *: ? KY. RADE#t W/OR w/o KV.1MKM BULDE TICCIT TESTING & ENGINEERING COMPANYAmerican Shutter Systems PEV.x DESCRIPTION DATE I DRAWN BY: I.C. 6355 N.W.362.S.,s1A.305.1111=44 6AR0DM.njDFM A 331 Assoaeotton, Inc. t OLD as-ass 7/27/17 DATE 07/27/17 Phane:(305)871-1530.Fm:(303)871-1531 4268 Westroads Drive 2 DRAWING No ° ARIDA '7` 4t a-mat;t41caa0a+Icom West Palm Beach, FL 33407 3 ' -107 1Q7 ,,, / ••• •�P'��It WALTER A TILUT Jr.P.E. 4 °rtcANTTGtttE/DATE FLORIDA U.Of 44167 6 SHE of 20 1AMMUM AK=R� SPACING (in.) SCHEDULE FOR A GM 14fAX. SHUTTER SPAN, A S.n DESIGN NEGATRE PRESSURE RATING AND A CORRESPONDING MOUNTING. TYPE FOR CONCRPrc OR CONCRETE BLOCK INSTALLATIONS (SEE tO UNMOS 1.J.K Q L ON 94!Et 7) I10lIRfD CONCRETE - --POURED stm ANCHORS SPACING LEGEND IIA>DUOL I ALK CVER7` 1 i6F. N OJ RAINGUARD MOUNTINGKQWALL/FLOOR MOUNNNG ©WN.L/WALK OVER MOUNTING TAPCON OR spm DES'CN www PRMM t=M aw,twa6E MWIZE Rag Od xw Cezu RLct K FM=MW W ASA DEM 1451162 FMM px1r, TAPCON WITH ADVANCED 30 i 40 160 175 190 11201160 205130140160 175 90 120 160 205 30 40160 75 1901120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY t4 HZ 110 1 9 1 a I e 16 0 12 12 12 12 12 1 5 s 7 7 7 7 7 7 35 5 9 0 5 5 5 $ 5 ALL POINTS SOLID-SET I4 12 10 0 8 0 0 6 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 3 S S 5 5 BLUE TAP OR LM 14 12 10 0 8 8 6 6 12 12 2 12 05 a 0 45 7 7 7 7 7 7 7 95 5 5 5 6 5 5 S s 14 12 10 9 9 8 8 6 12 t2 12 12 12 t0 75 -6 7 7 7 7 7 7 7 7 S 5 S 5 5 5 5 5 TAPPER+ 14 12 10 9 0 0 6 0 12 12 12 12 1.5 BS 65 5 7 7 7 7 7 7 55 4 9 9 5 S 5 5 0 4 4'-0w 14 i2 to 9 a a 0 0 12 t2 t2 12 12 95 7 S5 7 7 7 7 7 7 7 7 5 a 9 5 S 5 5 5 14 12 10 9 9 8 6 0 12 12 12 DS 8 8 45 SS 7 7 7 7 7 7 OS 5 5 5 5 S S 5 5 5 14 12 t0 0 a S. 0 0 72 12 12 12 t0 75 S5 ! 7 T r 7 T 7 7 SS 5 S S S S S S 5 14 12 10 9 a 8 6 0 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 9 5 5 5 4 $ W-0w 14 12 10 9 a B 0 0 12 12 12 12 10 75 55 4 7 7 7 T 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8. 6 b 12 12 RS 75 6 45 35 - 7 T 7 7 7 7. S 35 5 5 0 fi 5 S 5 4 14 12 10 0 8 0 6 8 12 t2 12 9.518 a 45 - 7 7 7 7 7 7 55 4 0 5 5 S 5 5 S 4 SEE ANCHOR 44 12 t0 9 8 8 8 6 12 12 SS 9 75 5.5 f 3 T 7 T 7 7 iS 35 - 5 5 S 9 s t5 35 - SPECIFICATIONS 8'-Ow 14 12 10 9 e B 0 6 12 t2 12 10 8 6 4S J.6 7 7 7 7 7 7 7 7 $ 5 5 5 5 5 5 5 ON SHEET 13 14 I2 10 9 8 B 6 0 12 12 8 6 5 ♦ 3 7 7 7 7 7 S.5 4 S S S S 5 5 4 3 t4 12 10 9 8 8 6 6 t2 12 TO 8 85 S .75 - 7 7 7 7 T 6 43 - 5 5 6 5 5 5 44 - 14 12 10 9 B 0 6 0 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 S 5 5 5 4 3 i< 12 10 9 8 8 6 6 12 72 12 8.5 T S 4 3 7 7 7 1 T 7 7 6 3 5 5 5 5 5 S 5 14 12 SO 0 8 0 5 8 12 10 $7.58 45 3 - - 7 7 7 7 65 5 3 - S 5 3 5 0 S 35 3 14 t2 tD D e e 6 e 12 S2 55 4 - - 7 7 7 7 7 5 - - 5 5 5 3 5 5 4 - 0 VAUD ONLY FOR UP TO +70. -75 u tz to 9 e a 6 - 12 12 55 4 3 - 7 T 7 94 s5 3 - - s s 5 s 45 ss - - PSF A S.D DESIGN PRESSURE 8,-Ow t4 12 10 9 tl 8 6 - 12 12 6 4.5 35 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 8 RATING SC FOR SPANS PER tb 1z to 9 a B s - i2 9 4 3 - - 7 r T 7 5.5 4 - - s s s s 5 4 3 - SCHEDULE #3, SHEET 11 14 t2 10 B 0 e 6 - 12 11 5 .75 - 7 '7 7 75 6 4.5 - - $ 5 5 5 S 45 - 14 12 1 9 8 8 _ /2 7.5 S 3.5 - 7 7 85 9 4 - - 5 S 5 5 4 3 14 tZ t0 9 e e - 12 12 55 4 3 - 7 7 7 7 7 76 3 5 5 5 5 5 5 5 5 14 12 t0 9 a tl - 05 8 35 - 7 7 7 6 S 35 - 5 5 5 S 9 4 3 - i4 t2 t0 9 8 a - 12 10 45 - 7 7 7 65 5.5 ^ - 5 S S 5 S 4 - 14 12 10 0 8 8 - 12 10.5 7 5S 4.5 3.5 - 7 7 S.S 45 33 - - 5 - ID'-0"14 12 t0 9 6 @ - - 12 11 a.S 8 5 3.5 - - 7 7 7 7 7 7 L5 - 5 5 S 5 5 S S 45 14 12 10 9 8 a - 9.5 7 4,5 3-53 7 7 7 55 U - 5 5 S 5 45 35 - 14 1F 10 0 6 8 - 12 9 8 5 4 - - - 7 7 7 6 S - - 5 5 5 45 5 - 14 12 10 1 9 8 8 - 12 9S 6 -5 4 3 7 7 5 4 3 - 5 5 S 4 35 - - 11,•-Ow 14 12 10 1 9 a e - - 12 10 7 55 4.5 JS - - 7 7 7 7 7 7 3.5 - 5 5 6 5 9 5 5 4 14 12 0 8 9 - - 8585 4 3 - - 7 7 6 5 4 - - 5 5 3 5 4 3 H V LADE ONLY 14 /2 10 IQ 4 D B e - - 11 8 5S 4 - - 7 7 7 5.5 45 - - - 5 5 9 S IS - - 10 14 12 10 9 8 - t5 65 S5 45 35 - 7 7 4S 3.5 - - - S 5 4.5 35 3 - - 12'-0"14 12 10 19 8 - - 12 j9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 S S 5 9 5 45 3.5 14 12 t0 9 0 8 6 ! 3 7 7 55 45 JS _ - 5 5 5 45 4 3 - ti 12 10 8 a - t0 T3 $ 4 7 7 6 5 - - - 5. S 8 S a 14 12 YO 9 0 - OS 8 5 4 JS _ 7 6.5 45 3S - - - $ 5 45 3.5 J 13'-0"14 12 10 9 8 - 15 8.5 6 45 35 3 - 7 7 7 7 7 4.5 - - S S 5 S 5 5 4 35 14 12 10 9 6 - 7 5S 3.5 3 7 7 $ 4 3 - - 5 8 5 4 3- 14 12 10 0 B 9 7 4.5 .75 - - - 7 7 S.5 4.5 - - - S 5 4.5 4 - - - i4 t2 10 1 9 - t0 75 9 4 17 6 4 3 - 5 5 14 13 - - 14'-0"14 12 10 1 9 1- I- - a5 8 5 4 3.5 - - 1 7 7 7 7 7 4 - - 5 5 5 5 1 5 1 5 14 J t4 2 t0 9 - - - 855 3 - - 7 7 S 3.5 - S. 5--5 ------ t4 T2 10 It - - 05 SS 4 - - - 7 7 5 4 - - - 5 S 3 4 - 14 12 10 - - - 9 7 44 35 3 7 3.5 35 - S S 3.5 3 - - - 15,-Ow 14 12 10 - - - - - 10 7.9 S 4 3 - - - 7 1 7 7 7 7 3.5 - - 5 S 5 5 S 5 4 3 14 12 tO - 6 4.5 3 7 1 7 4,5 3 5 5 4.5 J3 - - t4 12 10 - - - 8 8 4 _ _ _ _ _ 7 7 5 - - - - - S 5 5 4 - - - - -10_ 14.t t0- 'J- "SLL 5 5 5 5 1 t2 7 6.5 4 - - 4 35 - - - 14 1x 10 - - - - 7.3 5.9 s - - - - 7 ti - - - - s 5 4s - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1't11 ./�= - - p2017 11L7EC0,WC, 2017 EASTERN METAL SUPPLY,INC. •'L1cE�rs .. BER HA lHVTM rAccordion Shutter SystemtLEO w . A S ■ HN.BLADE yt W/OR W/O KV,WINDOW ELIDE 2 : J�� a American Shutter Systems ,N OESCRIP110N OAtE ORAYM BY I.C. ' ^11'rhC/ '* TILL] TESTING g ENGINEERING COMPANY Association. Inc. 1 OLD 15-085 7127Ji COTE: 07/27/17 p:r ♦ 6155 Nw.Jsn,sc s:e.Jag,vmmat 6umcN5 naRw Js,a DRAWING No --- 1, Plloea:(30,5)871-1530.ra.:(305)071-1531 4268 Westroods Drive 2 �! .......... �A G `44 1d s-mall:tat$a Cwt.a West Polm Beach, FL 33407 3 7-1(y7 +v1/V1y/t L• ,t+ E8-0098719 4 X111 WALTER A.TUIi J,P.E. FLORIDA ua.4 44167 5 SHEET P.E. SEFCtf3fiGNAYURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DES(GN PRESSURE RATING (p a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHE13UL GIVEN MAX, SHUTTER SPAN, NEGATIVE-A.S.D. DESIGN PRESSURE RATING ANDA CORRESPONDING MOUNTING TYf?E., (SEE MOUNONGS ON SHEETS 16&17). ��- LJ B TF=e ATE U H If SPRUCE PINE SPRUCEPIN J12 OUTHERN PINE No. 2 W/ MiN. 0-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2"MIN. COX 2 1 MINp,C»0.55, RR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD f.&V R W/ W/ MIN. G=0.43 W MIN. G=0.36 (t0 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT TM, N, O& R- FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0& R FLOOR MOUNTINGSWALL MOUNTINGS B.O.WALL (IOUt4TtNGS B.O.WALL MpUNTINGS B.O.WALL MOUNTINGS W& X W & X W & X P & 0 S&V S&V S &V GSA am PWR Bfw'W -ex ist ww(4 MxwxMMM&w44 =wVou'EFOSxaMJG(t4 Dmf x9OE RS9A EClD t}� E1 maw BYI3EE we(,y) DSA xD7f_YPL194F TADS ta! DAA NC"£ "C"((0) LfmIi=Z30 40 6075 SO 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 6075 90 05 30 40 60 75 90 05 30 40 60 75 90 05 3040 6075 90 05 30 40 60 75 90 05 30 t0 60 75 90 05 30 40 6O 75 90 OS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 b 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 a 4 4 3 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 " 12 10 10 9 8 8 6 6 6 6 6 6 12 10 f0 9 8 8 6 8 6 6 6 6 12 10 f0 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 t2 12 12 i2 10 t0 9 8 8 6 6 8 6 6 SS 12 f0 10 9 8 8 6 8 b 6 6 5 12 t0 t0 9 8 T 6 6 6 6 b 5 8 5 t b a 3 12 12 12 f2 12 12 12 12 12 12 i2 12 12 12 12 12 12 0.." 12 10 10 9 8 6S 6 6 8 8 5,5 4.5 12 10 10 9 8 5 6 b 6 .5 3 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t0 8.5 • 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3,5 T2 10 10 7 S - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 OS B.S 7.12 10 10 7,5 d5 3 6 6 6 5 a 3.5 12 f0 10 b 3S - 6 6 5 S S 3 12 10 f0 4 - 6 6 S .5 .5 3 8 5 4 - - - 12 12 12.12 12 12 12 12 12 12 11 9.5 12 t2 1.9 9 7.5 6.5 ' i2 tp 10 5 3.5 - b 6 5.5 S 3.5 3 12 10 9 4 - - 8 6 4S 4 3 3 52 IO 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - t2 t2 72 12 12 10. 12 /2 12 i 9.58.5 t2 72 t0 8 8.5 5,5 " 12 10 7.5 4 - 6 6 5 4 3 - 12 10 6 3 - - 6 6 d .5 3 - 12 t0 3 - - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 t2 1.59.512 12 12 f0. 8.57.5 12 12 9 7' 72 lq 5.5 - - - fi 6 4.5- - - !2 70 d.5- - - 5 553.5- - 12 10 - d26 5.5 4 - - - 6 5 - - - - t2 i2 t2 f2 10 8,5 i2 T2 12 9.5 8 7 17" 12 1tl 4.5 - - 6 6 { - - 12 10 3.5- ^ - 6 S 3.5- - `• 12 10 - 5 3.S- - - 8 5 - - - 12 12 12 7,3 9.5 B 12 12 11 6.5 7 B 12" 52 t0 - 6 6 - 12 14 - - - 6 4.5 - - - - 12 7.3 - 4.9 - - - - 6 4.5 - - - - 12 12 12 O.'B.5 7S 12" 12 t0 - - 6 5.5 - - - - 12 7 - - - 5.5 4,5 - - - 12 7 - 4.5 - - - 6 3 - - - 12 12 12 9S 8 6 12" t2 - - - 6 - - - ^ t2 - - - - 5 - - - i2 - - - - - - - b - - - - - 12 i2 tt p" 12 ^ - 6 - - - 12 - - - - 5 - - I1.5- - - HV BLADE ORI HV BLADE W/ d�A HV WINDOW BLADE WORKING iN UNISON* •SEE UxgbnoyU5c M. .UDE of 11 t9 } NOTES ON ANCHORS REQUIREMENTS. WOOD SUBSTRATES. 1,ANCHORS TO WAIJ.,FLOOR OR SOLO WOOD SOFFIT SHALL BE AS FOLLOYF: 3.SUBSTRATE SNAIL CONSIST OF THE FOLLOWNO: , ------- -� -LL ----_SOUTHERtr-PUIE-w 2-W/-0a0:w(N41) _ -- -_-i-- - 1/4"0 TAFCON ANCHORS.AS MANUFACIURED BY LT.W.SUIUxX W/UXUUN EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C-OM EACH SECTION ON SHEETS 16&17. -SPRUCE PINE ESR NORM W/G-1143(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE POKE FIR SOUTH W/G-0.38(NAS) -MIN.1/2"COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUTICHG TYPE U.SHEET 17 AND SH4A L CONSU^T OF -tAG 5(RfEM5:A5 PF]t:NOS-2015�9PECffiCRtONS. -` .._ NCHOR i MANUFA TURE,RhSTAt}.ED FU•1Ormtb aLL cF;THE tiECCttNR:aT10.Y5 R7O"SPEGFlCATtOhS OF TE,E"-_-_ _ _ __ _. _ ..___ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone', _tll .. - - - ---02017 TIlTECO,INC. 02017 EASTERN METAL SUPPLY. INC. CEN # r 13ERTHH m_ LEACOrdOnwowerVTM A�&SA■T �vaE# tQRf wNDo TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,x DESCRIPTION DATE DRAWN BY: Lt 'fl S 7 t Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 Cy RY 6355 N.W.36th St.Ste.303,VIRGINIA GARMUDIo,FIOROA 331 4268 WestrOOdS Drive 2 � •�'- 1 Phone 1(305)871-1530.Fo.:(305)871-1531 DRAWING NO f/y R�TtSt ,t *- 1 Oit..0-L.O. West Palm BOOCh, FL 3340? s 'esu/V�MI,C�x it EB-OG667f9 4 17-107 WALTER A.TILLIT Jr.P.E. FLORIDA Uc./44167 5 SHEET P.E. SMISt�tNAYt)RE/DATE 6 1 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & ffAl HV* BLADES AS APPLICABLE . SHUT-TER + O L— OR ST IONS TO WOOD W TH H BLADE Y H WCL 1n" ' ,BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RATING, E S SP 1/4.0 TAPCAN ca A.S.D.-DESIGN SUE G F I I D A O K G ! U Sfl TAPCOM VAT.ADVANCED THREADFORM TECHNOLOGY t/4.0 TAPCONOR i W 1 1/Y Mtn.PENETRATION f' �'"'` TA WITH ADVANCED THREAOFORM TECHNOLOGY f / ! Ok TfiAFADED.AREA TO 'I � y t ,J2'Mm.PFtiE you aF THREADED AREA TO E%ntio p WL SEPARA ID4 ETOSRNO WOOD HEADER. WOOD FfEAOER.(SEE SCHEDULE ON SHEET 15) E TO MAS(Std I + 1 OR iv (SEE SCHEME ON SHEET 15) v�i 1 1 1/4"0-20x3/4-S.S.MACHINE SCNEOUfE ON SHEET j 1 �, _ 1 18 SCREWS W/1/4'-2D NUTS �"—11 FOR BIKE QAND g OR, I , T _ � @ 12•a', - ( ON°3fEET 19 FOR s `� r i 1 ,•utn. EXlsnfla I ESf)ES(Ddt } Mr NP WALL ( 1 � II 1 OR L Famsjx7 ti ' ( if 1'14 1 it + -aPTtONAL / ! WALL 1 �N! i1 FINtSH aano MRN. , )4'YlODo ♦ LJ� E10$TING ON. HEADER REO1nRED 1 OR 1 2'x4•w00D % c t{ t TH o TAPC9N OR TAPCON MATH ADVANCED EX-DNG 0 ema SEPARAnoI t I I HEWER REQUIRED ) <`i �.THREADFOMA TECHNOLOGY Y!/ 1 1/2• t .t Min.P£lNETRATI9N OF THREADED AREA 70 cLAss-� ro p�$g t MIN.sEPARAnCN TO CLASS l I 1l. 1 / } Ex sr Na wa9D HEADER, QSkat IE ON 9EET i [�n511NG �1; 1 (SEE SCHEDULE OU SHEET 15) I FOR EON 4)AND (SEE SCHEDULE ON SHEET 11) CH SLEET 19 RYi G '�"•T it 'll t�� 1� �' 2'x4'CONT.SILL t fa,At3ES(D&I t PLATE REO'D. l")BY WALL HEADER INSTALLATIONI OHV WALL SILL iNSTAIL14 O @� WALL HEADER INSTALLATION I I EXISUNG I MIN.SEPARATION TO CLASS + ' )""-(sm scgmut£Ot;�SHEEET ti) I ) CLASS--. p85nNG (SEE SCHEDULE SCHEDUE ON SHEET 11) t EXISTING t . "___ i PAIN.SEPARATI U TO CLASS f t ) GIASY ctAs5--1 S WOOD PtATEI E2'x4^COHH(sE SCHEDULE ON SHEET it) i i [ I s fJ4.0-20x3/4 S.S. REO'0. i 1/4'0-20x3/4•S.S. \ t USING 1/4.20 NUTS ( l I 1 i` MACKNE SCREWS W/ I I 1 © 1Y O.C. i I r ff',r• •3«L WALL \ i 1/4•"-20 NUTS fD IY �_� FINISH L ! �V Ot. I I I 1 �.. 1 OR 1(�8 Lel t oR 1 1 OR 7 i 1 OR a �� /Ni ,\ ;I 2 Ya•CONT, WDoa Pur :F REO'D. it t l L .... 1'MIA. I/..� . r 1'Min. 1/4-0 TAP99N OR UPCO14 WITH ADVANCED _ v l�z xa CONT. I16 MMI PEADENF RnnorEi�a °lLQaeAYDe ASE1n/so— - ' TAaCCN OR TAPCON WITH_AD_VA_N_C_ED —�-t- ir�t '--i j SILL PuaE-i1-t-- CASTING WOOD HEADER. "-"-THREADFORM-TECfiNOI.OGY-W , 2 1 4 11 TAPCON OR p'QTE: 1,REO'D. G! (SEE SCHEDULE ON SHEET 15 "_xt / J APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL t.' t i'` WALL FINISH ) Min.PENETRATION OF THREADED AREA INTO PL1M'000 , IAN.Cb7�jc.\ _ I� f.._ {SEE 50HE4ULE ON SHEET 15) EXiSTINC MM.2'x4" _ \ THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. -_ STUDS 0 18.O.C.M11X. PLY1YOOD REO'a. \ W/ 1/2"1Gn. [KID PLYNI OF 2-MOUNTING SECTIONS CAN BE LI/2-M'N.COX PLW.TlOO REQ'0. REO*,PLYWOOD TO BE WALL FRNI MREWED AREA INTO PLYY.'5) COMBINED IN ANY WAY TO _ __ jL __ _ - --- Ef{t5nNG-EXISTINGY:4"STUD5 O'16'"a,c<'_WK.?EO•D._ _._ATTACHED-m-STUDS!N- _._..,_ _(SEE SCfiEOUCE;ON SHEET- - __SUR-ANY-INSTAt(ATiON _-'_- _ �* s)— �_ .-- R,HV WALL SI, INST ' TiON -'- EXISTI G-M.VLBE-ATTACHED TO Sf0v5-iN ACCORDANCE ---- -+�RD;NCE-W[TH- - KRnN SECTION T3O8 OF THE P.R.C. SECTION 2308 OF THE �...;J HV WALT_ SILL tNSTALLATiON ♦SEE LW(i%ATWt$�u of P�HV WALL SILL INSTAL�,ATION F.B.C. BLADE�+AJaN s,EEr 19 ARIDA BUILD[N6 CODE{Hon High Velocity_Hurricane_Zona -- - '- - -"`_- - -`- --- `11+L' Ln T! `""� -- _ - - 02017 TB.TECO.INC. 0 2017 EASTERN METAL SUPPLY,INC. ' BERTHA HV TM _.— _ _ Accdrdidn Shutter System +#: iTTEco mc. A.S.S.A. KV. BKA X#1 W/OR W/O HV.iMNDQ#MADE w .p; •d`ri'� GA TILUT TESTING & ENGINEERING COMPANY AmoriGan ShuBer 5)F$19FnS LV.N DESCA1Pn011 DATE DRAWN BY, LC. 7�• ASSOCIaticnt Inc. I OLD 15-085 7/27 i DAM 07/27/17 '•'Q /y 8355 N.W.36th.SL.Std 305,VAtliN'A RDENS.ROROA 3318 0 Phare:(705)871-1530.Fm:(305)871-1531 4268 Westroads Drive 2 DRAWING No �OgiU�.•. '� �� e-ma8:tRt_ftoLco West Palm Beach, FL 33407 3 •.........• � d't wALTE1iBA 7fw87r'a..P.E. 17-107 0 pp r 4 FLORIDA Uc 0 44167 5 SHEET P.E t4%E' BATE a 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV*_BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WIT HV BUDE ni- ONLY WALL FINISH SH LL BE LIMIT D TO 105 0 sf. A.S.D. DESIGN ESSU E RATING 9 FOMAX 1/4'4 TAPCDN OR SPAN & DESIGN LOAD FOR NST TI WITH BLADE rf & a WORKING IN UNISON / "� ,;✓ TAPCON WITH ADVANCED 4 i8'(Min.)E116RNG ! ° 2'MW. >~' THREADFORM TECHNOLOGY W000 BE REQUIRED. f EDGE(IF APPLICABLE) i3 YJ/1 1 2`lFin.PENETRATION STRUCTURAL ADEQUACY // I/4.0-2Dx3/4's.s. / iF• OF TF(RFADEp AREA i0 I• PHILLIPS TRUSS HEAD OF EXISTING WOOD BEAM EXISTWG Y'000 HEADER. LGn. MACHINE SCREWS TO BE CERTIFIED BY \ f ` (SEE SCHEDULE ON SHEET 15 REGISTERED ENGINEER OR EXISTING WOOD '- r- ri/1/4-20 NUTS ARCHITECT PRIOR TO ,- EO-- ---E TRUSSES OR 1 II••EO--)'-EO O 12'O.C, SHUTTER INSTALLATION, p '•��-"'"� , 7 i f 1/2'- 1/2' RAFTER O 24' I D.C.REQUIRED OR — i /1\ I f "• 1 1 1/4'0 TAPCON OR / —' TAPCON WITH ADVANCED i .1�� i r � I J `=3 .257' THREADFORM TECHNOLOGY % 314-EXISTING SOFFIT THK. Max. W/ 1 1/2`Min.PENETRATION 1 I / � �s1 ` ' t-OPWUAL I I OF THREADED AREA To / ED ED 81sx3/a' EQ Eo•-I 'xs'x1/R'CONT.ALUM,TUBE ! i EXISTING WOOD HEADER. / %/ SAAS. I (6063-Te Au0')W/ I (SEE SCHEDULE ON SHEET 15) 1 r O 6'o.c. I 1 or 1 Or 15 (3)5/16 C LAG SCREWS TO 1 •'s, o Q or 1© I © O EACH RAFTER OR TRUSS, EXroTINC MW 2.4 I I I LOCATE LAG SCREWS AT 1 MIDWIDTH OF EXISTING WOOD EXISTING- fl -1I HEADER RFA'D c I I MEMBER.(2'Min.NOIAINAL CLASS I1,' MRL.SEPARATION TO GLASS i OPEN HQLE AT EACH VADTH)W/2'Min, 1 (SEE SCHEDULE ON SHEET 11) E70� 1 S/16�0 TO DG S EE�W ((1 PENETRATION°F TF!READEO. _� AT CENTER OF TUBE. {!1 AREA. FOR 1 vx�rFa1f� I I llttjllll INSTALLATIONS MESIGN LOAot AND QS 1�V WALL HEADER INSTALLeTION I *° (� ( Otl$1SS , UN��*a! �+ e'-0"MAX.SPAN.THIS ,j 1�1EB W%m .'3, OLASS To mom(SM INSTAL:ATIGN 1S ONLY VAUD I wstET to rax OOR®♦ 1 it FM CN mnm FOR WOOD W/MIN.SPECIFIC BI/06mAc�i OJ 9r0.T iD Fa! CRAVITY OF 0.50 AS DOUGLAS 1-SEE SHECr a RIR hPIDV.SHtIRER ASS006LY I OtJ"IT 11"1 ♦ OR OR SOUTHERN PINE N0,I 2 Mouumc sEcrorJs cA+I cOMaNED (�T NV CEILING INSTA I eTInAI 1 OR OR EQUAL IN Al1Y WAY To SIxT AtfY fNSTALUIN°„. _ U V CE LING INSTAL 0 -! AM= MIN.SEPARATION TO GLASS „J SOTOaanEa S1tgT CLASS= -OR - I MIR. (SEE SCHEDULE ON SHEET f i) EXISTING H FDR HtLEQJAM1D SEPARATION I EXISTING I GLASS I MM to Fel TO GLASS GLASS-.) 1 i BMDFS(D&S) (SEE SCHEDULE I I 1 t \ ION SHEET 11) I I 6 I ANCHOR I I I WALLANCHOR I LOCATION I I EXISTING 8 I I FMIShA I I 1/4' ©y.n U.4. WASHER AD ' —~�• IAox. U—i— 3/B �!. YJASHER HEAD TER G�S� I I ( 2'x6'MIN.W.'0 I. I DECK REQUIRED 13 OR 2'x6'MM.WOOD SCREWS®12'o.c 2 FINISH DECK REQUIRED(NO I - ALLOWED) �. FINISH ALLOWED) - EDpBPLICADIE___.- ' 2' 1" O7 K_IF JgrE --_ _ _. _E OF DE _ 1 4'0 TAPCON OR 1' 1/4'0-20x3/4'S.s. APPLICABLE -.- .- -" IF APPU- 1,� / LGn. PHILUPS TRUSS HEAD 2- �• ��- t. 'III TAPCON WITH ADVANCED 2'x4'CONI. MACHINE SCREWS ---�`— •_ /' SILL PLATE I THREA 1/2' TECHNOLOGY W/ 'D.C.0 NUTS r 1/4'0 TAPCON OR TAPCON SYTH ADVANCED % }r!}}Q•p -'1t SII W/ 11/2'IA'..PENETRATION ® 12'O.C. 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/ 1 1/2'Min. -OF THREApED AREA-TD___. __ TECHNOLOGY_W/J 1/2'Idm._PENEMrION OF-THREADED.—_--____�MIN_ PENETRATION OF THRWED _ .�- T EA-TO'r.Ifq"Tn I ift H€ADEIw�`SEE - .. !DA -- .,,RFh.1G-E+sianN�'�5(3CA'e_nEa_�N.=( �CIEE '.E_C;:-SHEETi.:f 5)_ _( - - - __ .-----(SEE"SCHEDULE-ON-SHW-IS)-_._._ .. .._ __._.____.� _ _�__ _ —_.__ SCHEDULE ON SHEET 15) ♦SEE LIMIT OF USE FOR Q HV WALL SILL INRTAI LATION a WO HV FLOOR INSTA 1 ATION QX NV WALK—OVER INSTALLATION FLORIDA BUILDING CODE Non High Velocity-Hurricane._.Zone •••.... �-�0___ 02017 TILTECO,INC. 02017 EASTERN META/L�SUPPLY. INC. *jVCENSF. v�`; 11f1f� BER A VTN. a IL E C O 11NdrI. A.S.S.A■ Accordion Shutter System FEV. RADE#1 W/OR W/0 KV. WINDOW RUDE �'• •'•* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION iOATf DRAWN R1': L.C. �%R ,� 6385 N.W.36th.St..Ste.305,MRGWA GA11004%FLOFWA 33te Association, Inc. , OLD 15-085 /27/1 DATE: 07/27/17 + 83 Ph—:(JOS)071-1SJp.Fox:(305)671-1531 4268 Westroads Drive 2 ..•• PP\4,1 t-mol:tllae00aoleom West Palm Beach, FL 33407 3 DRAWING No -CONAL ENG ,,�� Ee_OW67,9 17-107 WALTER A TILLO Jr.P.E. 4 P.E. SEAL%SIGNiITURE/DATE �ORDA LI`'!44167 5 SHEET B 17OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD -STUDS ...won sTpw Awt, 714-QW.ROW 214•U24. . s1vo5 REtYD. It=STUy tp•.rMaF+ /XXI i %J- r f / . o�a�4� 415 ePPUGr9it1 \\\ //f stmmtft'r \1 j (t5 k➢FI,GBLE1 II „� N14'll EMT71L CL40 f %1/7.Cox _ ; PLxirocv W9 !� IN=y_ ,___ � t�1 IN=owl tames' f^-EY6Tw6 CtA4s 'i / (� 04"4 CLAWX11( I /EO%r/ it0I 11 to, MI 10 rfY wrl.eoz �-. ro aA:S W.T. IC4 S�/.WTYY+ 1. upa swRAnu+ F1.M90o. « J1hntE tet s,st ( to aJw{tEB rprt Cax , W e7AS:{3y tt �R I cruxle 11 ER luralTva_+,12* t2•nae. " — oieo,c� Pto.rf2• I~ oto os. S i- j1U -tpreatafu2p•W:=- .. o J' mu u I-eT.G u 1 OR em�TA9,x r OR � Baca sa OR Qg�� 1 OR '� ssc TO TRACKS Iirt _ .O.O OO CeTa^t1•�" TO VAM n`ar m BUBAS II-G�d` k• �'ro �•d• .©.Gj.�- RAMM �, -®•�� 110 •. Q0�-. Q•d•�••(J•C�• � O d•18"�n.� i•td.O•£a^rJ U- END CONNEC ON DETAIL 9 END CONNECTION DETAIL O END MINNECTION QUAIL(Z) END CONNECTION DETAIL(#) tL-- d rf Ensaas RarRTB SP✓s+s f21E/:1ER,w:•,Ir-p- 2 it"taN,II -t/4'e stPC4!+tkLMa:s tfri TIPG6}i stl• l/Cus�'�•SNS. 31UGi��' IIf t tf2•ltei. N/11/2"4T4 018 0.G. �` y fll141nii CW'S� f4@7W10pN O t7`OCG ppii�O f7.O.G7 'SEE Uh A710NS OF USE FOR tpi .rrnolai `. -ti `. 4 .' / ,' / %!/ t/2•uIN. 50f7fUE w 9p91 4 4 LADE 1A aN SHEET 19 II IOR CIIDC rSyJRUA 1 offa°'��ua --_ Il 019tp t9 CA 1/1•uN � I I --^ - - � cc II I ��R i •Ucr. !'' {I]OR ' I 4 -fv G✓OO d-(or�s• -- "Au ffam 7iT`.v+,wnoB uALJ-- {k.pTd�(e}«`g.�� pa;3cc'i3ca'tS a "�C3-©j3- says REOT> fM le a"L3•t 9.0- PLAN 0.0-t-0.0- 7 .0-C d id- _ =$NQ-CONNECTION-DETAI END-CONNECTtON'DETAIL-12 - ,u4/�"""'�., FLORIDA BUILDING CODE(Non High Velocity Hurricane.Zane --- -- ��T1ya �T •� - -- - - __ 2017 vLTECO,INC.- - 02017 EASTERN METAL SUPPLY,INC. INSF•. ��; — B T A HVTM t L E G O ,N c. Q■S■S.A. Accordion Shutter System ttu eIaDE1 wj OR wjo H.V.WINDOW RAX • l /x• TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems qcv.He BCSCRIPTIOH BATE BRAWN BY: LC. gyp'., 6' ,r sus N.W.tee.Ss.Ste.30S,WROM r,.,oes.FLORIDA.3316 Association, Inc. 1 OLD 1s-ass Ants DATE. o7/2z T7 Phone:(3057871-1530.Fox,(305)871-1531 4268 Westro0d9 tt3Y�ve z DRAWING No v-mal:IAte<p6pal,eom West Palm Beach, FL 33407 3 17-107 STs;'••........ `''t�,: ES-000x719 •�=j�NAL`��•. WALTER A.TILT Jr,P.E. - 4 $DEET P.E. SEALjStGNATURE/DATE n4 9*x187 a 18 OF 20 •GENERAL LIMMATIOl{5 AMD ftNQ1TIf NS OF USE FOR BERTHA MV MADE ACOORDION S MER WM WORKING IN .✓ 1,WAY A.S.D.DESIGN PRESSURE RATING:+110,-110 pm.F. 16 2.VAX..SHUTTER SPAN:96' 3.ALLOWED MOVNRNCS:A,0.0&H ON SHEETS 6,7:AS WELL AS MOLWICS it,0,T.UQZ&W ON SHEETS 16&17. ONLY CENTERJU;A ESSYfANEfRfW.OR OPBOTH P03iNG�LAYOUi Di CASE OFARE ALLOWED nOPP NG 4loc®� (vDR 5 IX "UST BE INCLUDED ONLY-AT EXTERIOR ACCESS SIDE OF n � TVP.EA.END + • • • + + r+ 5.(A)NJ WINDOW lADEQ SHALL ONLY ALLOW A WUDMLM Of S CPEN(NOS (3 C HOLES)FOR d�4 PER BLADE AT SPACW68 SHOWN ON SHEET 4, Tta%.S W . (8)uRL aLUMCE FRO TOP OR BOTTOM EDGE, Of HV WINDOW BLADE + OF ANY 3•e HOLE FOR C"SHAM BE 12'. ALLOWED AT IN iii WWDOW BLADE (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENOS MAY BE HV WINDOW GLAOC • • : • i . i r• (0)HV WINDOW B1 R MUST BE USED ALTERNATE TO A SOLID HV DLADE(5 3"t THROUGHOUT SHUTTER"S WIDTH. c • • • P SI ADE OT'IM EfT H SIDE ALWAYS f THEX INSTALLED ADJACEM ro a SOLID NV 1 $ fr 1 D (F)POLYCARBONATE W WINDOW SHALL 8E INSTALLED SO TAB5 FACE SEE CHO ¢((SS99 THE INTERIOR OF THE OPENING 8£t.'8i PROTECTED.}N WBiDOW MUST BE • • s • /SETTING TOOL PROVIDED BY ASSA. OCE NLOONtiSHEETS �g ++Y r ONLY UWAL ED AND LOCKED USING AIT+r INC. 3 1FULt ffiEi >h �� G.SEE ANCHOR SPACING SCHEDULE FOR INSTALIATOIIS INTO WOOD FRAME ( ggS d BUILDINGS ON%W t5.AS LIMBED BY SPAN AND,DESIGN LOAD(SEE.NOTES P P Aw i &2 ABOVE}, E 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS WTO POURED (v CONCRETE OR CONCRETE BLOCK WALL.ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). y��am.,��,L.�t7(( 8.MINWUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1999: �^,�J ITY TOP &FOOTTOM�VENTS) W ' ce�� WTD ZONE MINIMUM SEPARATION TO CLASS D N -IJI UNLIMam WID 1 THRU 3 1'— IGN.SEPAFWKN TO QAS _—* Emsnllc cuss ENATION SLE so�unE w SMR n Tae &@ 4 s.xs• iN591EET Tai LAP---- "Sly)p G CEMMAUS X4 UMMICIR ONLY) P. RICAA�L�JCENTERMATES x�t 1� WJO SE NOTE 4 ABOVE) ELAN— --- :_ __- -,. TYRICAI ( -H'il Bt:�4DE-Wl7RKiiVG x+ a'x 0.03B-TkCCIC INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2�I -�a.DDD•�t,<. r urn. A A-65J GPADE 4Q M'n' VARIES v W^0-6e CALM,srEEL INLO METAL STUD WALLS METAL STUDS AT-+$•Q.C. 43b .: - - - 4O 47 t''41' L W W -- -- 1/2 0$ Qc • 3 L C 3p 1-4"0 GENERALUMINUM—S 12 _ _� OACCORDION8063-TS ALLOY st4'x$v4 Q.Qa$ r1lc7c LCn, 43c 434 a 25TEM INSTALLATION TO METAL S iD WALLS A(zAt 1 CANT.WLV.G1E£L fPACK CHANt1EL. O G'4.C. O 8.O.C.^. ,•„--3400'.• ASTM A-6SJ GRADE w 00 40 T---� - 4N Tq GLASS S U QALVA0nca TAST1a+ED Ta sTw6 " i. MAY(. A.S.D. DESIGN PRESSURE RATING; +75, - 75 sf '�'E ry View' W/(2)/6x1/z'TEK 5CA137S ON EXISTING FlNISN 3g � � (P } - +164 k LAMImR.rAGE- AS APPLICABLE T 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION 4Jc LENGTN + I' EwST+NG cross LAN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS �+�--- (SEE SCHEDULE) 4 1 T'}lau 3 1» 43 /4"0-•20X3" ,BOLT"- ) 4. ONLY ENTERMATE 21 W/.24 HV LOCK ARE ALLOWED MUST PENETRATE 3c 1" WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6 LONG. MINIMUM) MUST ALWAYS BE 4 4" 1,373' 1 J 4•x 6 1/4'1 0,036•TMCK MG'( EXISTING PINISH T -+ INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF ABO• � 030" COtltASID A,60 OWE 40 M-m. .G1LV.STEEL TRACK Of WlNE4 i} as APPLICABLE ,, ,, CENTER6{ATE. r Q-60 GALVANIZED FASTENED TO STUDS ✓{?—'•� �u NVO)#5x1 a'TEK SORET�S QN 43c 43a irtrrtu4A 6; FACE O$-O.C. O G'O.C. 81 1/4"0•-20 THREADS ��` BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43c i f 4"0 EI CO CONSTRUCTION S 'ry _3 1/2" 12 8 CENTERMATE 21 APPUcaw WITH BLAOE 1Q 0BODU FAME— O(N K HO : -------- 43b x I I/2.O.Ow Two( � �'O.C. COMPONENTS ASTM A-053 GRADE 40 :.,; {(Adj%M1., Min,c-710 MV.STEEL +' .1 MS WALL HEADER15ILL INSTALLATION IXiSTtNG T1N75H AS APPLICABLE SCAi.E:3/8"- i• (TYP,TOP&BOTTOM)yw '-_"'" 1 3/4">0 1 4'x 0.433'THICK Mtn. _ tL,f_;t,,, ,_,; M( 0 43b 4 Yyy.c V:.;,i ,'.„'�''`W •,,.-s:r•.?-:*,I ,. •..,..SYM MET RYCAL '« f `[: I, :rI. I 'I «•^�y ':'.• f I t 1 CONT.OR&V.STEEL EKRMACK CR CHANNEL.6W �srDxc c _ RAG40 u1 FASTENED TO STUDS VARIES z-RAYONMN.sEP -CENTERMATES W/. •, CENLFRNATES W/ TO GLASS N I : ,;; i ,; _ i ' I: •I S (SEE SCHEDULE) e EXTERIOR ACCESS SIDE _; «` « ; INTERIOR ACCESS 1DE $"fr'A'•) IN (8•Min') -- ---------- --- – -- -T- -- - - =_ --- -- -- -- - -- -- - — - �,I -- -- ---- 2)42 ` 21 21 r 21 LOCA D AT 12 ----- - ' —- ---�--'---- -- --- ----- --- - HV HEADER/SI ENDS - -—- -------- — _ ___ _= _ - -= -----:_ _ - =sloe corvNECo TRncK --.� _ 174'=(Trc•) -1 - r �( ! J -__.__..- ._�.._=°✓.:._!+. �. __ 7' }_. 7" S.� t G 1/2•NA1C:$LACK #' (con — t} sitz (TyP-) ! 8 SLACK DETAIL HVF .F,�yg NYS � FLORlQA BUILDING CODE(Non Nigh lletocity. Nu7•ricone-Zone' -- --- _ --'0201-TZLTECO.SNC. 7 t�•n A *f� A 2017 EASTERN METAL SUPPLY, INC. 14 1~�• 1I ! RT VTM AA A Accordion Shutter System I L ECO .w . . . ■ FEV.BADE#1 W/OR W/O H.V.WNDOW BADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems LY.N DESCIIpiIDN DATE DRAWN M. L.C. 6355 K%36th.A.,St..:05.VLRGMA OARO9�.5.not"3316 A93CCiC11I0('Ty Inc. t OLD 18-085 7121 t DATE: 07/27/17 - E— �` Pho.0:(305)871-1530.Tox:(305)877-153+ 426B Westro0ds Drive = DRAWING No '• t� o-moa:ta+x000el.eeen s West Palm Beach, FL 33407 `•.prf: ��ORtD4 ��'t,+' Ee-0DQs71s 0. DATE aa WALTER A.TILT Jt.PX4 17-1017 P.E.SRI FLGRQA U.B 44167 a SHEET q OF 20