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HomeMy WebLinkAboutProduct Approval R ,�t3• C _w`i 5SY .BCis Hame I Login ,User ReglstrotPon Hot Topic , Sgbmlt5urcharge Stats&Facts- Publications Contact Us,i BCIS Site Map Links 3 Search i bpj�ij "',j■� Ptodutt Approval I. USER:Puhiic User Product A116WOI MOM:>Product ar Atltlll a Hari 5rrareh>Annhrallorl.flat>-Application Detail FL; FL389-R9 Application Type Revision Code,Verslon 2017 Application"S.tatus Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)2094263- bfeeley@eastemmetal:eom Authorized Signature 811 Feeley Irddriguei@Oatternmetal.com ! Technical Representative Address/Phone/Email Quality;;Assurance Representative. Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from.a Florida Registered_Architect or a Licensed Florida Professional Engineer Q Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tllit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quali y.Assu ran ce Entity National Accreditation and Management Institute Quality.Assuranee Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann-Jr, 9 Validation Checklist, Hardcopy Received Certificate of Indepentlence F a89 Rn COI AM ERi AN SHI TI R SYSTEM ASSQC 1NC—ViRAW1NCt l.1-107 .ERT1FICATE 9 C—PENQENCLP-QF EL389 89 C0l AMER CAN SHU.MR S STEMS ASSOC- 1NC DRAW1Nn 17-106 CE911EiCATI NOFINQE ENDeNCC._l11M 171.389 R9 COI AMERICAN SHUIrER SYSTEMS DRAWING 17.108" CEBTiFIME OF INDEPENDENCE PDF Referihized:Standard and Year(of Standard) Standard Year, ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330� 2002 TAS 201,202,203 1994 Equivalence of'Product Standards. Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/ B/2017 Date Validated 10/18/2017 Date Pending FBC Approval 1011 9/2 0 1 7 Date Approved 12/12/2017 Summa of'Products FL# Model,'Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks.(top .3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use. Installation Instructions Approved for use in HVHZ:No, EL389 Ro t1 AMERICAN SH ir'r R SY Tt'MS t�RAWLNt;19� Approved for use outside HVHZ:Yes SD8 BERTJJ6 FIV A[f QRDION SHUT1Ei_6MI1M pQP 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 127-3"For 40 psf Evaluation Reports_ positive ASD.:load and 13'-01 for 35 psf negative ASD load the FI 389 R9 AE AMERICAN Shl UI SYSTEMS DRAWING 17- HV3:blade.w/o window blade,S'-2"for 110 psf ASO load for 108 PRODUCT EVALUATION R-P RT,PDF HV3 blade`w/o window blade and 8'-11"for 62-pSf,9'-11"for Created by.Independent Third Party:Yes 55 psf HV3 blade-w/window blade working.in unlson: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 Bert a HV'Accordlon Shutter-Blade gxtruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in.H,VHZ:No F_l�E3S Rn tt AM_Rt.AN SH1=ER SYE PM A5SOL Approved for use outside HVHZ:Yes j DRAWtNC 17-107" BERTHA HV ACOORD OU.S.HL7TER Impact Resistant:Yes SYSTI: ,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 134f negative-ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVi blade,8'-0"for-I64,-72 p,s.f. F-38n R9 AE AM-RI AN S iUTTER SYSTEM/ISSflC A.S.M load for HV blade for Keystone mountings 7'-0"p.s.f. IN DRAWIN i7-t07 PRODU F EVALUATION for metals stud mountings and 8'-0""for 110 p.s.f,for HV1A 1 e RL7 pop working in unison.See,sheets 7,11i and 20 respectively of Created by Independent Third-Party:Yes fnstaliation 6rawings1or other spans and pressures. 389:3. Bertha HV Accordion Shutter-. Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)forstorm protection. Limits of Use Installation Instructions Approved for use in HVHZ:'No Rki '1 AMERICAN S i1tY'r_R S dTPMA AS.OciN- Approvei:116r'use outside HVHZ.Yes L)RAWING 17tlOr f3MLiA_-ii\ =QRD1ON SHUTTL'll Impact Resistant:Yes" IPI) Design Pressure:N/A 'Verified By:,American Test Lab of South Florida.Inc, Other:Large riissile..Max: 16'-0."span at 30 pis.f ASD load Cr..eated by Independent Third'Party:Yes for Blade 1 and 18'-0"for Blade_2.See schedules on sheet12, Evaivatlon,Reports 25 and 28 respectively F-!Bh Rn AE AM-RI .AN SHQjjrR SYSTEMS Aq.SQC,. INC, DRAWING'17-106 PRQDU VAL tA71ON REPQRT PDP Created by Independent Third Party:Yes Bark Nwxt Contact us' 26LBlalrstone Road:Tallahassee FL 32399 Phone:8S0-487-1824 'roe state of Florida Is an AA/EEO employer.Convriaht 20074013 State of.FlondS..::,Privacy Statement::Acaesslbllity Statement::Refund-Statement Under Florida law,.email addresses are;public records.If do not want your e-mail address released In response to a.public-records request,do not send electronic mail to`ibis entity.Instead,contact the'offlce by phone or by traditional mail.If you have any questions,please contact 850A87.1395.-Pursuant to section 455.275(1), Florida Statutes,eifective October 1,201Z licensees licensed under chapter 455;,F.S,must provide the Department with an email address ef they have one.The emails• pmbGled may`.be'used for official communication with the licensee.However email addresses are public record.If you do'notwish to supply a personal address,please proviiIa the Oepartment[whh ao email address wl ich,'canbe'm5de av_ailable'to.the public,To:determine if you area licensee under Chapter 455,-F.S.,please click Mere: Product Approval Acccia�ptst M®�1`` GENERAL .NOTES: 1. BERTHA H.V.ACCORDION.SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017"(61h EDITION)OF THE FLORIDA _ BUILDING CODE;--THIS-ACCORDION SHUTTER SYSTEM-SHALL NGT-BE-.INSTALLED AT HIGH VELOCITY HURRICANE ZONES. - --' -- - -- "- - -- - DESIGN WIND LOADS.SHALL BE DETERMINED AS PER SECTION.1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10"AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE 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.O.DESIGN WIND LOADS AREA.1: NILBLADES(1)& 1(A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON.SHEDS 11.THRU 15, 19&20: GENERAL NOTES SHEET 1 IN ORDER TOWERIFY 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 ha USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM'COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND.AND LARGE MISSILE IMPACT LOAD HAS:BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609A1 2 OF THE ABOVE`MENTONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE.&WINDOW DETAIL -1W BLADE D {0214.01-03,.#0715.01-03,.#1004.01-05, 00609:01.-10 AND'.#0210.01-11 AS PER TAS-201,TAS-202.AND TAS-203 PROTOCOLS AND P ASTIR E-1886 AREA 2: HV BLADE M AND HV WINDOW BLADE,ALAI AND E-1996 STANDARDS(MISSILE LEVEL D.:WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&.203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ©10505.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE LEVEL.D.WIND ZONES'1,2,3) BASIC PROTECTION ONLY AND f 0725.01-8S AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 -- INSTALLATION.DETAILS A-F.CONCRETE/BLACK SHEET 6 2.HV BLADEQ AND HV WINDOW BLADE © 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 S.BERTHA H.V.ACCORDION PINS SCREWS),USED AT.BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE(I14x2.75"AND#14xl.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNDETAILSATING ITN SHEET 8 ' ) CENTERMATE ALTERNATING DETAILS HV SHEET'9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180.I®i TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS;REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS,MUST BEAR THE HV MARKING ON THEIR'HEAD- 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER"AS INDICATED.ON SHEETS 2-AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6.ALLOY IS 30.0 kei AND 35.7 W FOR END CONNECTION DETAIL$ 1-6, CONCRETE/BLOCK SHEET 10 STR MAXIMUM'SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL.SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN$0018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ks.MIN..TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE do BLOCK SHEET 13 AND SHALL 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 AIS1 3G4 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.FN BADE O:12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION.DETAILS S-X,WOOD SHEET 17 HV BLADE(D&© WORKING IN UNISON: 12, 13& 15 ENO CONNECTION DETAILS 7-12&.X,,W0a0 SHEET IB 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED; IN WHOLE OR IN PART BY U.S.PATENT#5'458;179 ISSUED TO EASTERN METAL SUPPLY,'INC. AREA 3• HV WINDOW BLADE 1nA ONLY 9.1T SHALL RE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE:STRVCTURE-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'HV AND HD. AREA 4' 'HV WINDOW BLADE n ONLY C04TERMATES AND ENGAGE.OR LOCK ALL HV'AND NO 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 WAILS SHEET 20 PLACED FOR{VERY OPENING,LABELING TO COMPLY WITH SECTION-1709.9.2 OF THE FLONDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING,AND ZONING,REGULATIONS PROVIDED BY THE JURISDICTION WHERE. PERMIT IS APPLIE TO. 13.(c).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 THE SELECTION,PURCHASE AND INSTALLATION,INCLUDING LIFE SAFETY OF THIS,PRODUCT,"BASED.ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON.THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE:CONTRACTOR'S.RESPONSIBILITY. .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(E.O.R.)FOR.THE PROJECT AND:WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE"P.ED.ENGINEER SHALL.SUBMIT 70 THIS LATTER,THE SITE SPECIFIC DRAWINGS'FOR RENEW:. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEA(:AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. )A�AA�"����>•..,� FLORIDA.BUILDINGCODE(Non High. Velocity Hurricane Zone 111 ®2017 EASTERN METAL SUPPLY, INC. i {\�. ,•, ��'��r,� 02017 TILTECO,INC. ." BERTHA MIA it Accordion C 0 Inc. A■&S■A. Accordion Shutter System H:v. MAX#T w/OR w/o H:v vdNDOW"euIDE opl . dfdFl. "� .� TLCLIT TESTING & ENGINEERING COMPANY AR19KiCO11 Shutter Systems EY:'N DESCRIPTION GATE DRAWN'BY: L.C. O AASFEt '+ Association, Inc. I OLD 15-085 7/27/1 DALE. 07/27/17 ,� 6355 IM Wt,5L.51e Ds_nRdNu cARDDis,naamA isle Phone t 68 Wesroods Drive z:(305)871-1536.'Fax (3D5)871-1531 47 DRAWING No .......... , ( a-maL6L'I- 06719,com West Palm Beoch, FL 33407 ` 17-107 uS,YNA4 WALTTR A.71LUT Jr.P.E. r' FLORIDA U-.0 44167 5 SHEET P. SEAt iii@VYCIRE/DATE fi I" OF 20 P 3'p'FaR M-DOW S ADE VARIES . r 5S� r q 4.371• r��� �„ 4.385• 082 SOLID BLADEHV COVERED UNDER US PATENT 5458179 UNIVERSAL FLOATER 37J � O5 HV 901t30 STARTER QUAUFlED FOR USE W QUALIFIED FOR USE'W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE�7 / to HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U(S�E W HV 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE 1 6063-T6-ALLOY AND TEMPER 't.500' 6063-T6 ALLOY AND TEMPER. •373- b 12a•. �. 095' t+ map .67D' �� -T 3:556' in (TYP.) 1 '� '? .670' �A Age Dow r 072 - 842 O 4.897' i I I. o •ilj O7 0.072' '-'"' HV ADJ. ADAPT W 4.436• 0.0 2' � 12 26 QUALIFIED FOR U ®HV WALK—OVER TRACK 1.920 1 7s ff ©HV ADJ. FLOOR TRACK BLADE 1D QUALIFIED FOR USE W/ HV EV TRENCH TRACK QUALIFIED FOR f sss 6063-T6ALLOY AND TEMPER (1� 3.70• .USE W/ h!V BLADE R OUAUFIED FOR USE W/ HV - - BLADE 6063-W ALLOY ANO TEMPER BLADE ONLY. HV RAINGUARD 6063-T6 ALLOY A D TEMPER Ni VARIES "+I 1:936• 5063-T6 ALLOY AND TEMPER QUALIFIED FOR. E W/ HV 1 1.915' o BLADE.1 Nbx.. VARIES.. 1.936" 6063-T6 ALLOY.A D TEMPER o r-.083' ...i 083' :093' !,1 'x1 m c .100 gi,1 .C93 o .125' .060. �t .060' .060•$ �+I !. 670. a' .-93' -93" C1 I 67U 1 I:686' .I r G•Z14. 670 .? o. 3.520' e2v 11` HV CEILING HEADER Ct HV HEADERISILL 13,�i�CEILING HEADERIMLL L�67 3.529' 0 IFIED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED FOR USE W/ HV BLADE OONLY SEE SECTIONS FOR VAUDITY7- 6063-T6 aUAY AND TEMPER - QUALIFIED FOR USE W/ HV BLADE 1Q 4 HD WALL HEADER/SILL 6063-T6.ALLOY AND TEMPER SEE SECTIONS FOR.VALIDITY. QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER BLADE.01 .ONLY. 6063-T6 ALLOY AND TEMPER T f 'COMDONENT A B T1'. 'T2 MN x MN.Y A4N 1 � 'I X Y l 7' i' OA82' I 2' 1 f0.125' t 17 2• '5'MAX. 1/8" 1/8" 2' _ 3" 3' 0.090" 18 2' 5'MAXI 0.192' 0.192' 1�6 SIDE ANGLES -- — I QUALIFIED FOR USE W/ HV- ALUMINUM ANGLES 19 2.5- 7•MAX 0.190•L0.190, 20' CORNER POSj� BLADE( QUALIFIED FO USE W/ HV oUALIFlEDFOR-USE W/ HV 6063-T6 ALLOY AND 7 BLADE .TEMPER BLADE ONLY. 2• -5•MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN.METAL SUPPLY, INC. CEt..S�.f� —' BERT- A. I A ZIMMEG O ANC. A�S,S,A, Accordion Shutter System xV. BLADE#1 W/OR W/O H,V.IMNDC)W BLADE TILUT TESTING k ENGINEERING COMPANY Arf'19EICCO Shutter Systems Ey,N. DESCRIPTION WE DRAWN BY: L.C. 61�TE QF ' 6W5 N.W.36M u,ft.305.NRwM°ARDEHs,ILoRZ 3316 Association Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Ph...:(305)871-1530.Fox:(395)e71-1531 4268 Westrool Drive 2 f`II�� a--a:a eo9««A West Polm Beach, FL 33407 3 DRAWING No WALTER A 71LUT Jr.P.E. ♦ 17-107 y. E/DATE FLORIDA l c. P 44167 5 —.SHEET 6 2 OF 20 660' 1/4"-TOXIN 1/4•-20 DIE CAST 4 76 _ r— '' 2:293,_' , MT 1lAD L=y1 . 7NAFwoED HOUSNG ENAMEL 2 1. 745' o i r- e.321,.� 7MREAOE 1 _ SS.N.S. OAKED PLANTED D' E CAST �4D•_.'I L__oH&DUSIN NIEO BAKED PNEL EGRESS IURN. a. m i 3 ro I %No9. .325' n� c ti rv� ..y .ate' CMNMR 8RI55.CVUNDER.. 4.Oa.! o 'I 11 KTED)(CHROME (CHROME PLATED)- 21 WV CENTERMATE o, ,o, L>S75 - HV HV EGRESS LOCK QUALIFIED FOR USE W/ NV BLADE lU& 7A ONLY 2 V FLOATING C c. a Q 6063-T6 ALLOY AND TEMPER QUA IEO FOR USE W/ HV BLADE i & 1A ONLY /� �. 3.ozJ' r .875' QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER @�/1�(+�NER CE R T DUDE�1 & �ONLY. BLADE.IQ& ®ONLY. r 'OUALIFIED.FOR USE W/ HV BLADE 1 .ONLY 250'O.D. .516• 2.674" 6063-T6 ALLOY AND TEMPER PIASHC HEAD 'ol . sa19 _ MOLDED TD 1,756• _I 922' 4.045' 2 ° SCREW .79' 1753" - L360'AFTER.RIVETING O o .. 625 BEFORE.RNE(ING ' m, 6. ^ h '/4n —20 X 3/4" SS. THUMBSCREW 1/4u -20 RIVNUT* al *SERIES 9444 ALt1UNUM(2024-T3 ALLOY)LARGE FLANGE THIN --E. m 1: T.Tso•_. 1 .. _ e22' SHEET NUTSERT.PART/DB20.AS MANUFACTURED 6Y AVDEL PLAN n FROM ELEVATION HV MALE nT" LO C. E t 4.565' i CHERRY TWORN,PARSiPPENY,NEW JERSEY 07054 OR EQUAL n n n n NV' ALTERNATIVE LOCK 27 LQCKER :FOR "Tn .LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t ONLY Z9 MV FEMALE T LOGK..GENTERMATE ® QUALIFIED I - LOCK ® QUALIFIED FOR USE W/ C QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE W/-HV BLADE ONLY WQHV©LADE@,ONLY BLADE DONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' / n o I f t D THUMOTURRN c: DIXI o DER OR .063 .062' L< 4 1 6' KEY CYUNCYUNDER =1 214 I d .214' N 'D 0.875'Min. m o 0 1 .t25'Max.. $1 HD CE W NO G 81) CENTERMATE W/ LOCKING ROD J'4 w 6 Id QUALIFIED FOR.USE 1W/ HV ©LADE 1 &. A� QUALIFIED FOR USE W/ HV BLADE 1 &VA 6063-TG ALLOY AND TEMPER i ^ $ 6063-T6 ALLOY AND TEMPER C S INSERTf QUALIFIED VARIES, 12'MIN. FOR USE V BLADE & to A T tf4'0-20 SS.OR 3/6'0-16 t.3D' 6063-T6 ALLOY AND TEMPER _ �--rMUMOTURN ACEiN,TNUMBSCREYS. *1/2" _ CYLINDER OR KEY • '_.,.....'".-�_/ if15' m. . t.57 Min.. CYLINDER W .m M 1T6"MOx. i LOCKING RODln� 1/4, (4_HQ- WCK QUALIFIED FOR USE W/ HV BLADE(!) �� 6063-T6 ALLOY AND TEMPER Ig HV 3/8"0-16 ACETAL 3Q HV 1/4" 4�-20 AISI 304 BY REGENT HARDWARE.MORTISE LOCKS SERIES 2333 HOOK EOLT LOCK. 55 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS. tiERiES S.S. THUMBSCREW QUALIFIED FOR USE,W/ HV 13LADE D& IA DN LIED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV GLADE�) OUALIFIED FOR USE W1 HV BLADE FLORIDA BUILDING CODE(Nor) Nigh Velocity Hurricane Zone .t 0. l/' ©2017 EASTERN METAL SUPPLY,INC. GE 7f`{�w_Y 92D,7 TILTECO.INC. B THA H _. P 'pV1 7M iL ECO �N�. AwSwSmA HvA�anECOIa oRnwohH�vtt NrDays✓gym American Shutter Systems IEV.N. OESCRIPDON DATE DRAWN SY: LC. TILLIT'TESTING & ENGINEERING COMPANY ASSOCIOtiOn4 Inc. 1 OLD 15-085 7(27(1 DATE 07/27/17 v 6355 H.W.a".SL.S.e.309.VLRGMN GARDD45,MOROA 3316 4As clatioods Drive 2 StATE OF' F— ,tip Pn Re:(nos)e71-:tit .rG :(SD5)e7t-7537 DRAWING No pp11 y �tt�•f b- all:-0acooa .corn West Palm Beach, FL 33407 3 17-107 ......... 41� E9-0006719 4 .......... LSn ♦'!'I y` \ti wAL7ER A 7ILLrt J..P.E. V�/� T E4` FLORIDA Lk:.9 44167 $- SHEET P:E.SEAC1% ftE/DATE G 3 OF 2q. SHUTTER ASSEMBLY SCHEDULE FOR -HV-M--HV 6A 41 '/e°I`- 1�un�cE 40 3�8 / _ Dszs" III. _EQGE lA .t675' 1 Uj HV BLADE 9 WINDOW BLADE .0625' Quo"y_X. •0625 .0525 HV BLADE to "' I' 1 BLADE'S ® HV LONG RECESSED NYLON BUSHING 39 )zX M KNUCKLE 'P OPEN�N .0625 C 1800625' Y-I N ) Q HV SHORT RECESSED NYLON BUSHING Y mm o I PORTION' I R7.750/11 j 3750' ® HV NYLON HAT WASHER O OR ® N y , FLAT B EXMMOR. 4(�1' HV WHEEL.CARRIAGE AISI 302-.303 SERIES r I' I .45�j'^ 40 I{i n X fA2.5750' X'. 0.870"x3/16" THICK NYLON WHEEL. 3 ./ I I �' n1-r NI 2 7/8"MIN. 'HV WINDOW + CLEAR0.188"0 AISI 302 SERIES S.S. RIVETS - , 31?"m 03.00 SEPARATION :3.7500' 0625' BETWEEN SLADE -0625" 4 HV 1 3/4-ACCORDION PIN W/ #8 HEAD * EXTERIOR I 4JJ � OPENINGS ON CCN ERs 5^ 062. ©3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * yI 41 .4�" o 7soo" n�' 2 1/4• EYIERIDR E E MON r ETWER HV WINDOW BLADE AA AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i' `. +nl ;�, 39 ; .� I BETWEEN POT�L�Y ARBONATE HV WINDOW. DETAtL. FOR / 4© or 43 ! 1 N.TS. (sEE NOTE 'OR @ FOR Lid O I POCY�ARBONATE IMPACT RESISTANT HV W(NOO! UIREMENTS) I SAYER MAKROLON 3103 POLYCARBONATE * Y r I 12'u1N.cE ICE RESINS, UV-STABILIZED GRADE OR SABIC to a E M INNOVATIVE PLASTIC LEXAN 103 RESIN HV PIN REQUIREMENTS AT-EXTERIOR SLADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). HV T ! Ii OORQ oaf (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR @ v� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR I I I i POLYCARBONATE SOURCES FOR HV t BLADE. I t EXTERIOR APPUCAME RESULT ® TYPICAL SHUTTER ASSEMBLY T1PGILPRORER116 SEMNMD Mp a"Oc wpmM N.T.S. - ♦HY PIN.®:OR 4 AT t '1hTERE2ICL u�e+cmvd ym ,aw.Im as (2) HV .PIN (9 MAY BE USED IN LIEU OF 14s AND ONLY AT # EXTC JOR BLADE'S KNUCKLE- mcf1c EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q ¢0-324' (SEE NOTE k FOR nEoOo ASiY 0792 DA4J Ib/ti 0.043 m/u BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D7r 3 REQUIREMENTS) leLSRE HE10 SRtaiGIN ASM D639' 9.400 p.t:. 9,500 asi FLEXURAL STRE1.URH AT.YIELD ASM 07G0. 11:5w a«: 13.100 P.,. (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER m' i 1 LI j FLEXURAL YODLUM ASM 0790 340.D00 P.,S, A.ODO pa]- SHALL BE USED FOR: DIRECT MOUNT INSTALLATION PER DETAIL X, f e� , 1 WAG' NDICNED QOD, A1IY 0230: ID fi-IDfn 17'R-IDS SHEEP OO WHEEL CARRIAGE DETAIL SU NE DENSTY ASM 02M3 as:% 64.5 s WX N.I.S. - ASSEMBLY LAYOUT RATE: OF OUTMG AST"om G-,CAW C-1 c Say KNDION 4111 01929 1040'F -900-F wE.YIUtINO: AV.G155 7R:39E SIFENPMH AOrTM FATNE9tNO ASTA 636 930T p.l CDW.0, In HV BLADE SOLID & f RE53 HV WINDOW BLADE DETAILS YEI ES6EFW WFATHEFNI: AM B"I P..L N.T.S: ,i1FtDesNt7�my� RORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1" m 2017 EASTERN LIErAL SUPPLY,INC. 02017 nLTEco,INC. BERTHA TM } /TiMECOA.S.S.A.N�. Accordion Shutter System H.v s(nnE#i W/OR w/o►Lv 141NDOIN BLADE v` American Shutter Systems EV.14 DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY 4 e` Association, Inc. f OLD 15-085 7/27/1 DATE: 07/27/17 0 /".• 6155 N.W.36'J�51.'SI 153 .1-:(305a,FLORDA 3316 4268.Westroods Drive 2 - f'lone:(305)67T.1530.FoX:(305)87f-1531 DRAWING No ....... t% ' e4:Ulf... 0. "cam West Palm Beach,. FL 33407 3 .17._,.1 p7 Ijj1II'� WALTER A TILUT Jf P.E, 6 FLORIDA uc.#u167 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 - Q • JES ON LOCKS AND GEyTERMATES ---« ry� �p0�•�+,� i. MANDAORY CONDITION i1:ONE HV LOCK. or 0 SHALL BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN 1 OR 12'ABOVE ORB OW 2 OF.SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR 1NSTALt�TIONS AT ANY [1EVATION. HV.LOCK :.1Ig MAY BE FUSED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO IDI OR tg r Inn In CENTERMATES"W/(2) 1/4.0-20 x 1/2"LONG.FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL 8E AS INDICATED ON TYPICAL SHUTTER-ELEVATION. 2. 11 IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 w 0 ,. LOC OR ,§MAY BE USED AS AN INSIDE OR.OUTSIDE LOCK.CONNECTION OF LOCKS,TO CENTERMATES,�! ,.__:_,r OR SHALL BE"AS INDICATED OR NOTE (1)ABOVE. __jjV LOCO ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3: OPTIONAL CONDITION.J9 NAI In ONLY WMfflH DATORY CONDlT1O&,Jj..OR LIMITED MANDATORY CONDITION N - �� � � Ic USc_D WTNlO H.V..LOCKSI•LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4° ox�5 n(6 oa as BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE IY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY CONDITION ft ONE HV LOCK�) 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ffi AND INSTALLATIONS AT ANY ELEVATION. HV LOCK L4 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK i IF ATTACHED TO Tq CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS S�^ N� AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. JAI H t o gi> 02� 11 � fUT •ONEALTE2 Ri CATIONSAT/4'0x AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SNALL BE USED AT 1/2 OF SHUTTER SPIW OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® S.MANDATORY CONDITION iS fOR KEYSTONE M NENG INSTAL!LATIONSt ONE HV LOCK®ar or 0 SHALL.BE USED AT1/2 Of SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96';AND,FOR INSTALLATIONS AT ANY ELEVATION.w LOCK(8 or @ or®MAY RE USED AS AN.INSIDE OR - OUTSIDE LOCK.ATTACHED TO�„4.'or @ SYMMETRICAL CENTERMATES W/-(2) 1/4r-20 x 1/2'LONG FLAT HEAD&S. END� , - - M.S. LOCATION OF LOCK SHALT.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS C.W/ CONNECTION ) ! i` OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS.ON - SHEETS10& 18 TYP.FULL I+ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT, OF CORNER 1. SECOND ALTEIRNATE TO 0.AT0RY CONDITION&1 VILD ONLY FOR HV'1"'LOCK(� AND GEHIERMATES aANU CFJdTERMATE ONE AT HV 'T'LOCK SI`�MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND on oa 6 7 oa 8 7 0 I°A 1 Al lA'TION AT ANY ELEVATION, ALTEERNATE LOCK Y'BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ftia,INCLUDES USING REINFORCING LOCKER .AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE ,r��. ce/j�y CONNECTED TO CENTERMATES I&AND @ WJ 1/4'0-20 x 1 1/2-LONG S.S.THREADED BOLT W/7/8'0% 3/32" ©'U•VP1©+V*-t�$- MAXIMNur OR UM ABOVE AND BELOWiMIDSPAN. USEOOF TWO•LOCKING RODS 0 P AND BE INSTALLED IS MANDATORY. OIRY. OR 12' .®oAts•�+DDts•�s,��• g *NOTES ON HD LOCKS--& C JIERMATES: 1 '•D 3 / 'D•(,t�4RMATESN-31 0�2 W4L :ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL r1� HV BLADE SHUTTER ELEVATION HV LOCKS 4+OR ' FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED N.T:S. AS AN INSIDE OR OUTSIDf-LOCK.ATTACHMENT OF HD LOCK 3 TO®JS W/3 g8 x 3%8'F.H"SS.M.S.,AND INCLUDES REINFORCEMENT INSERT 0'AS SHOWN ON SECTIONS HDB-HV�B AND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LACKING RODS')IS COMPLETELY OPTIONAL. FLORIDA BUILDiiNG on High Velocity urricane one T11 Q� �J••� 02017 TILTECO,INC. m3017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A S S A Accordion Shutter System ` TL E C.O rNt. ■ ■ ■ ■ KV t #1 W/OR W/O KV.WIMW MAIDE d / American Shutter Sy9t8M& ZEV4 He DESCRIPTION DATE DRAWN 8Y: LC. TILLIT TESTING & ENGINEERING COMPANY Assoclation, Inc. I OLD 15-085 7/27/1 DATE 07/27 17 O 1 6J55 N.W.36N SL.S! ws..Aava cnxDSs F uamA 33T 4268 Westrocds Drive 2 -ty��AV Phone:(305)871 1530.FDx:(305)671-1331 DRAWING No s c T1y e I:IIN.�aoow.wm West Palm Beach, FL 33407 3 �J sf�NA4 Lt ;,TT'' 6719 WALTER ACRILUT 4,.P.C. A �/�I O� P.E. SEALJS3;AiURE/DATE TLORwA Le. 44167 6 SHEET OF 20 POURED ""CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON CONCRETE BLOCK CONCRETE CONCRETE SHEEP 13) ULRED 1� E 0/4•S.S. REQU IRED - _ _ __ ___ _ r CR ANCHORS 1 1 SCREWS REQ _ � _ CON ETE ANC R IN tlr _CONCRETE.ANCHORS ` t- `L:f 1$ $�A cfl�'•STORE(5EE uoUnTUaO®on snEEt T) r f (SEE'SCHEDULE ONW/-1/4`-ZO(SEE SCHEDULE ON SHEET 13) r/ l`, SHEET 13) 'NUTS a W O.C. a f 12 ORL4 1 MTry. -1ji•a-20x3j{"S.S. 9 f I Mi 1 p _ EO EQ- MACHINE SCREWS f �$' Jy/2 U�SINZ iO/�"-20 NUTS / 79 ^'EQ O I r E Ot �t f/ rf f .250'Mar. I L> 13 OR I t 15 r — 15 I 13 oRO .25W Mox. ! E D. .1" �/ I ...._ I t.Moo. OPTIONAL. 1 ,f�� - �: ✓ �PTIONAL MR SEP.HATION MIIFOR ass(sic r r. EXISTING i W9[Ei t9FiR L 1 OR 'V� EXISTING MIN.SEPARATION TO GLASS G1A55 i T I D0115m�Qy r O GS�(SEE SCHEDULE ON SHEET It)— ---r EE SEPARATION TO EET I � EXISTING (`(SEE SCHEDULE ON.SHEET 1) I �� -^• ' rt GLASS_i O HV WALL HEADER INSTALLATION _ 0 HV WALL HEADER INSTALLATION hV_ WALL HEADER INSTAg ATf tQ + KEYSTONE 'EXISTLNG G1AS5--� t0't SEPWwlm -- - �4- MIN.SEPARA7tGN TO GLASS y� ,l I VE4T t L t T OR `-_' ' M'.SEPARATION TO,GLASS t I I 1 EXISTING (SEE SCHEDULE ON SHEET It)— iW I 1 I``It rOR 61/nE mAta I�, i(SEE SCHEDULE ON SHEET IT} ` GLASS CN 9FET to fDR i t j] }{I y� EXVSRNC J T OPTIOILAL . f / i[j7aHT YHp._11) .. CItSS—+ _i �t r • f f t 't it i iii o'r•r OPAO t r t/4-Max. I tC".' LJ mm ( t 13 oR 1.5 �✓' ��,, /. _ - �, .i/2 r-- 1.3 OR i j t , ,^, y s EO EO 14 i 1/a`o-zOxJ/a` /t EO •EQ P1nLMPS TRUSS HEAD r / _ y- L CONCRETE ANCHORS f / '1©afi 1$ I _MACHINE'SCREWS USING L f n CONCRETE ANCHORS TRU55 HOF�MACHINE SCREWS (SEE SCHEDULE ON SHEET 13 If Y•j f/4'-20 NUTS 9 12'O.C., (SEE SCHEDULE ON W t 4•_:! / /. 20 NUTS m 12"O.C. POURED CONCRETE / � Min. POURED CONCRETE-- SHEET 13) OR CONCRETE BLOCK l fi' •' OR CONCRETE BLOCK WALL REQUIRED � `- �gNORETE.ANCHORS REQUIRED O �L�N `J HV WALL SILL INSTALLATION / (sEE scHEUULE ON POURED CONCCONCRETE BLOCK SHEET 14) F HV WALL SILL I ST eTl OR CONCRETE BLOCK WALL REQUIRED O NY WALL SIL 1NSTA f e HOTF FOR.�RINAT N a Tro••c: 7iON I-SEE SHEET a FOR TYPICAL.SHUTTER INSTALLATION DETAILS W ASSEMBLY -D. =EDGE DISTANCE ♦SEE.LIMI7ATIONS OF,USE FOR LJ /2-MOUNTING SECTIONS CAN BE COMEiINED. (SEE.SPECiF1CARONS'ON SHEET 13) BLADE IUA:ON SHEET I \1 j t-I V BLADE IN ANY WAY TO SUIT ANY INSTALLATION. � i'J!J _ A.Tj '" FLORIDA BUILDING CODE,(Non HI9h Velocity Hurricane Zone �k" ENS �y`^r 020t7 TtLTECO.INC. 02017 EASTERN METAL SUPPLY,)NC. z BERTHA HVTM I1'L IE C O,m�. Accordion Shutter System A,S S4A� H.V.aADE#1 W/OR W/o RV. WNDOW kADE TILUT TESTING & EN(MEERING COMPANY American Shutter SyStem9 Ev.N DESCRIPRON. DATE. DRAWN BY; L.C. •��._ �QpL�0.� .,,(rr 6355 N.W.J6tn.SL SY 70..mrasK wosc,FLORnn 37,5 Association. inc. I OLD 15 -085 7/27/1 DATE 07/27/17 \�-T,' Ph—:(30S)87t 1D30.FRz;(Y05)871-1531 4268 Westroads Drive 2 NAi lE �;J''T °m;I;tee°�gt'�°" West Palm Seoch, FL 33407 3 - DRAWING(No .i.. WALTER A.7ILUT U,P.E. 4 1/—1 O7 A.E. SEAL/SIGNATURE/DATE FLORIDA Gn•/44T67 3 SHEET s 6 0 F 20• CONCRETE ANCHORS 1.1cn ,,gvpH .1 l]R ♦ POURED 1 �RSEPARkMN CONCRETE (SEE SCHEDULE ON SHEET 13) , TO eras(aE NC 1 ceAs 1 REQUIRED ' '�W _ _ _ _._ _ __ ~(5¢5aEI1Ul1)D .EDGE.OE. -7,.1t RK I!/OC.mAY] _._ ._ — _- _ .. -_.- tASS--.) �. 9fEk�tt).. SLAB IFW S4ET 18iLR , S1AIYS10,1• I 1 r/ rr Dy'--.fir APPLICABLEEXISTING F1�ESmk�i y r(3E SCimttE , j 9. CLASS.• ' I i i py st¢r n7 I I ,I ALTERNATE- E)USTING ANCHOR 1, _ , ,1 GLASS LOCATION ' i d10x3/4'HE. TEK SCREWS 0 12'O.C. OF i ( - 19 7/!1.t CONCRETE ANCHORS 7 (SEE SCHEDULE ON SHEET 13) EDGE OF: rF :EXISTING I EDGE OF--•�// / 1 f / J Ali: f/rr / / , j SLAB IF / ! .p GLASS—) 1 r s !,I 1 2 / I EDGE OF f / �% i_ SLAB D t // f I -i % t j r %/,', APPUCPITLE f / % % 1 f ,/_ r SLAB 1F 1 f./. uN I PPPLMABLE %E.�f E4/ J J% f /r/" /`_;� APPLICABLE .POURED .POURED FLAT HEAD CONCRETE ANCHORS TO CLASS ! CONCRETE. ♦ 'POURED /% _,% �; �.J!.r ',/ / %i ,`(f CONCRETE SECURED (SEE SCHEDULE ON SHEET 14) ON SEE(t9 roq I 1 �R �� CONCRETE - REQUIRED FLAT MEAD CONCRETE ANCHORS: a�(D&0 1 , REQUIRED D:+ E.D. - .(SEE SCHEDULE ON SHEET 14). i1 TRENCH: INSTALLATION ---111 VALID ONLY FOR UP TO +70, -75 PSF A.S.D: QI HV FLOOR INSTALLATION t (I HV WALK—OVER INSTALLATION DESIGNSCHED P S UREERTING &FOR SPANS PER a MV CEILING INSTALLATION EXISTING YN.SiFlAA71p11 GIA55-�j (+TO CUSS j - CONCRETELE ORS • - O. - (SEE SCHEDULE ON7 c�t,'Ht:ET 1t) I 1 SHEET 15) 1/+•e AW�>H oWx ox SMUT t0 ' I' EXISHNG / 70C1m0=OR 1/1'0 FOAM EXISTING EXISTING---j - GLASS---r FASTENER TAFFER+A S W/ .. .CLASS .J M SEPAM"G",n""' GLASS�i (s2• a Cn S;rtiT tt) ��1 t F/4'DUI.a1-W SPA O B' I t 0 i 1 I —1 L slaw E m 0 ' °'D.C.rorus TH�Av I' I 1/4' r 1 '6-0'w ro e D NAa APTLr'j I SEAUW AT EV RY FASTENER tLDv 4 . / I aTE t cH t 3 ` 1 I - '' r U,.. i' ,•�M B f Ox3/4'HEX j`�O R f� SIM 11 1A4TATI O J/B t-1 . OR,15 4A17 co r.sEAwR14x3 4 'H(:X HEAD ' ®,2o C � 3 B f8 { I X, " - ra / / �1/,•o-200/4•SS DS EX SCREWS 0,V O.C. l /4" /� vSING 1/4'a-.20 NtJiS OR 1/4'p-20 S.S.M.S. CONCRETE ANCHORS _ _ + 3/ f0 12'O.C. W/NUT®9 0 C: (SEE SCHEDULE ON 9'0.C. -_-_ Idp_ _ axa _ _ t/2 / b// E mNG NGx smuD7uPui .18 1/2"J�- T.1' f./ /f 1:7 R 1'8. 1_» "•, 1 2AEUMIN' WALL TRIM'(DECOWK /~ f ✓ / / '/' / / 'r I ' ESIAB DF t / Q14x3/4 F.H.S.D.S. r MIN. pOVRID CONCRETE T/ ;/ 7 7/8�% 1 7/8• % f J / .'rfr APPLICABLE 1 —CONCRETE ANCHORS EE NOTE 13(6) I - ®B• T.G REOURED / % �•----=LED POURED CONCRETE (SEE SCHEDULE ON ON SHEET T SEE;NOTE 13(E) , POURED CONCRETE. .0N SHEET OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK —==--OPTIONAL POURED REQUIRED REQUIRED Q KEYSTONE MOUNTING INSTALLATION CONCRETE HV WALL FLOOR INSTALLATION VER NAXINUM ASA, SI PgESGURE:""+64.-72 p9 � , Q, HV WALL WALK—OM INSTALLATION REQUIRED vAxudutd S1IUTLft SPAM B•-0' �J HV RAINGUARD INSTALLATION t ) HIS INSTALLATION SHALL NOTE FOR COMBINATION'OF SECTIONS:. 4 TREM.OVABLE 11 PERFORMED E.D.d EDGE DISTANCE AOJACL'N7 i0 AN'OPERABLE.EXIT ♦ SEE LIMITATIONS OF USE FOR SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICAPONS ON SIfEET 13) OR.ENTRANCE: ISLAVE&ON SHEET 19 IN-STALLATIO:N DETAILS W/__.t7 HV BLADE ASSEMBLY 2-.MOUNTING SECTIONS CAN BE COMBINED -- IN ANY WAY TO SUIT ANY INSTALLATION• 1�j1+ fIi A F '%. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ••'".CAN i j 02617 nLTEce INC. •••' _02017 EASTERN NETAL.SUPPLY, INC. v sF p RTHA FIVTm *. 0.44 '�' A S A Accordion Shutter System a7■ ■ ■ w wv.,a-CE g1 W/OR W/o KY.WINDOW ELAM & . ' American Shutter Systems Ev:, DESCRIPTION OATS DRAWN en E.D. TILLIT TESTING ENGINEERING COMPANY �O Q Association, Inc. 1 OLD Is-oas T/zT/t DALE 07/27/17 .4• W � wss N.W.xak s<.St.,m0,vutaraA cAgas oD ,nw.s ons,6 O 4� PAam:(305)371 1530.Fo E,(305)871-1531 4268 Westroads Drive 2 DRAWING No S,O, ,y1t T.rlte O.W.— West Palm Beach, FL 33407 3 K ED-0006T19 4 17-107 �w w wwwX++rl�+ WALTER A.TILUT J1,P.rFLORIDA 5 SHEET P.E. SEAL/SIGNATURE/DATE LIa 14}67 6 7 7 F 20 SEE ENQ AEETS 10 & Id SEE NOTES ON LOCKING RODS D HV LOCKS®or 0 `F INSTALLATIONS W/ 1 HV "AD ALTERNATE HV LOCK®ON SHEET OUT _-____.. _. _ _gp- __ IN EXISTING-CLASS- o #+K LL BLADE SLACK DETAILNF.} IS VALID.FOR A BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLQE( SEE END ALL CONNECTION 1 OR { 10•1 �+1 - 3�1 1, ax �Exlsnrc cups DETAILS ON ((D 3 t/4. 7- a 1/2(8a63-Ts ALLOY)ALUM. OPPOSING , SYMMETRYCAL aNCLE W/(2) I/4"oTAPC IrN"'.RS TO CONCRFLEi CE ERMATE5 CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& QIOz3/4"S.MS.® 12' W HV L 4 Of 5 W/ HV LOCK o �y�cTo GLASS 14)(I10r1/2•S.M.S.TO TUBE OC FULL LENGHT. 1 (SEE SCHEDULE AT EACH ARGLN Im') i \ ® w * 35* I n I �/��y��c Z ON SHEET 11 p, N T 1V \J J ) o.. !>4" X HV �- ** u ouT ® CaR ce6 . 7 �8 «10. 3� B _ 10'Q00.1�.�13�Q•Q HVA 1�.ut.®ca O•..�. SOtiO.*Q°& POURED CONCRETE OR o ©—©'© �'® EXISTNG GLASS CONCRETE BLOCK WALL 6 7 m 6 7 1 "I 10• 5 a 1 3 1 oa RED+) EO SYMMETRICAL IN ���• �'�` •®" —r. -- ---- -- — EXISTING MIN.SEPARATION CLASS 1i� ®�®,�,A 19•(�5 �Ex1snN CENTERMATES* 1 ��,�"�'�°P °" (SEE SCHEDULE 5 I _J GLASS m W/ HV` LOCK- OPTIONAL 8 • 8 9• 7 9, g ON SKEET 11) 1 1 MIN. SEIPARATION ca�•'® --�/ I (INTERIOR) O © ©.O @ ---- (SEE SCHEDULE IN OPTIONAL •- }'��• ON SHEET 11) (INTERIOR) 1 f1 T '-- ------Y_ --- —'-- - '—CONCRETE I �, L , `ANCHORS 0 A� .� _ X 5 2 * Al VARIES Nt, ;1 } l d` �-?' C7* w C/•lt Q:uT 6 T/2"MAX..SLACK OUT �W V D cExrEalaR, HVE �.l HVF** oT9TTs�A........sr�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �7 �Q• ,"•".' S 02017 DLTECA,INC. 02017 EASTERN.METAL SUPPLY, INC. BERTHA—HVTM A S S A Accordion Shutter System 1 L E C O N G. H.V. MADE#1 Wi CR W/D H.V.IMMM RADE `* American Shutter Systems IEV.N. DESCRIPTION DATE D TIWi TESTING k ENGINEERING COMPANY ( DRAWN 6/: L.C. Association, Inc. i aLD 1s-Des 7/27/1 DATE o7/v/n �t eau N.W.3ah,sl,sm.3cs.Kaanu cARDaa,F AROA 331 4268 Westroads Drive 2 Phone c(305)871-1530.r-:.(=)871-1531 DRAWING No tat-0 1—rn West Palm Beach, FL 33407 3 ?aroA►.eVG',�i' WIL,Ek a° aR1�r.P.E 17-107 air' S SHEET ALORIDA ao.I Jr.P. P.E. SEALlS1GNATURE/DATE 6 8 OF 20 ALTERNATE INST LL.A ION W H "T" L CK O V MALE IFEIVIALE "T" LOCKS CENTERIVIATES - LOCKERS It WZ nj Hy @LADE .SEE END CONNECTION DETAIL ON SHEETS 10 a 18. INSTALLATION n HV BLADE OUT IN `EasnNG GLAMOSIACK DETAIL MYT,INDICATED ON SHEET S. W/ HID 'CENTERMATES .__ I AS 53 WELL As UNIVERShL FLOAIOIG EIIADC 0)DETAIL HDO-HVO, 1 q s.`7 w a a'10• INDWATEO ON THIS s1FF.f.MAY 6E USED—THIS ALTERNA MSi TION DETAIL HYD SHOWN IN THrS SHEEE. ff $ ,END WALL CONNECTION I 10•®w©•�mQ•®w ➢EiAILS CN SHEETS 10 R 18 00 (11.12T6 24 AiLUY)AM1Y. 1 �.� 35,x 35 a A M/2 I/�Y TIPCOH _!/0' - -.- } TO CONCRETE (ovnoNAiJ 4* (opnorw.) , { (4)Pm1/auroitlRE. /70.3H sas n-iY ------ ---- ---- --- -------------`-----I --- - --__---- - 3 -- R CW01 .MtO(IYP) D.C.FULL{FAGM. Ik I 4)N.v, I I N (4)x.v. MN,s0+wmN 30 HV "T" PINS(TYPJ 7!/4' PINS(1YP:) .!! (SEEW.0-E 5 3 LOCK{INSIDE) -. 1 •------------ — - — — — —— 5 2s 2s t Me 5 31 OR 33 31 Da 3�9 31 oR OUT 31 on 3 * 3s 2 1/4" 0-20 x. 1 1/2" S.S.M.S. 4 (°PDONAE) VC SEE-NOTE 6 FOR NY.LOCK OUT HOC_H. ®' W/ 7/8"0 x 3/32 WINGNUT. (oPnonu) {��- �8 'r'LOCK,ON SHEET 6. * - SYMMETRICAL HD ENTERMATES SYMMETRICAL HD C NTERMATES ®0 HV "T" LOCK (OUTSIDE) 26 Wfn* LOCK W/ �` LOCK (INT-Ff IO2 ) t sEwes 94AA AL U-UU B G* (2024-T3 ALL"DACE FLANGE 1MN w�w©•U7 w,©n 10•®?° SHEET NUTSERT.PART 10620. T 0'�w®. Q'.®w AS MANUFACTURED BY AYDEL CHERRY c� TIYTORN,PARSIPP.ENY.'NEW JERSEY ^.O.®w©•O•®w 07054.OR EQUAL _ _ e.®m®,®w(�•.®mom.® •3 O *SEE NOTES QN IO a RODS®k Nu®toF ON SHEET 5 u-mmut.,FtAxAK m oE43 oaT NOD-KV * VAtl)FOR ALL CEN0 UMS.APPUCAWNS VIS EIADE O HDD-HVDs* )FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane .tone + 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. r vcEns�•..may ERTHA HVTM 4r 1 Accordion Shutter System L E C O 1Ii C. A.S.S.A. RV. LADE#, W,OR W/0 RV.HAPDOM/BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter.Systems. w.N. DESCRIPTION. DATE DRAWN 6Yc/LC: ,(. a Associaflon; Inc. I OLo 15-085 7/27/1 DATE, 07 27/17 „/ �� 63W kW.36N.SL,$Te.SOS,%VrG ..CAROENS,FLORRIA S31E f 0 �`' Ph"OC:(3as)6n-+saD.FoA:(3os)s7+-+5J1 4258 Westroads Drive r DRAWING No As "•"" 1 IL a -1;tTteco*-I-m West Palm Beach, FL 33407 - -3. !ONAI ENG++'+ ES-0006716 A 9�/—4 1 07 '•:•ri/NA.p WL R A T)LIIT Jr..P.E. _. FLORiDA Li,-8 44167 S SHEET P.E. SEAL/SIGNATURE/DATE e 9 OF 20 • \ , - '" POURED CONCRETE ON CONCRETE BLOCK WALLR POUREDC NC POURED CONCRETE OR. Sri' �r OR CONCRETE f�� OR CONCRETE �___ OR CONCRETE ti /// r--- \ BLOCK WALL REQUIRED r CONCRETE BLOCK iYAll r< / BLOCK WALL REQUIRED I r',! !� < REQUIRED / BLACK WALL REOl11RE0 �\% ���•-�--- � - _._ _ .l, -/' - r EXISTING.GLA5�5( �� ' EXISTING GLASS - ''•'< Jr -�_ - -. Lc ONCRETE ANCHOR-1.µ EXISTING GLASSIl 1 �� - 2•MINI.— 'SONG GLASS ® I6'O.C. ..0 _ _._!) JJJ ) �/ f%< t--t' 1•,:•/ f _ -j. / r NIt1 SEPAIUDwN TO GLASS.(SEE ��. ++ IAN.SEPARATION ;j f± Sp41DUiE ON SHEET L% 0.VUK SEPARATION I ''•' TO GLASS(SEE cot 1 Ea i<'r ro GLASS(SEE 1 f} 11 FOR QAND / SCHEDULE OGLASSN BEET ! !� <�1� ''. SCHEDULE ON SHEET ,1 I SDiEDU.E ON SHEEP 1/16 x3- MAX. QVV SHEET 19 FOR < 11.FOR BLADE NANO I1(OR BIADE,7Ir (6I163-T6)CONT. BIADESmh® CO1 StTFEf 19 FOR + 1/2" / ' IONSHEET 79 FOR � LOCATE AT I ON'3#ET 19 D ALUM.CLOSER I GLADES(D T----••- ( ) l wail(flk Q)J1 FLA;E. (LOCATE 1/2•r-' f 1. BLADES 1&. AF,R)SIDE AT EITHER SIDE MINA `- + 1 + ' 1(2"MIN. I OF®) I A USE 1'OR 2'MAX. I.._-� AIo Ill S.M.S. I I I _____ (AS APFUCABLE)z2'x1/e D'-2' (f IOz1/2"S.M.S: _•__—__„-i ® i6'O.C. ALUMINUM CUP ANGLE. I ® 16'O.C. <' '! 4 (6063-T6 ALLOY)AT MIOHEIGHT , (1).#,1Dz1/2'S.M.S.TO D& \ i ` OJ� / LJ1 7OR ' (2)1/4.9 TAPCONS ANCHORS TOWALL AT 1'O.C. (LOCATE AT SEE DETAIL E FON .EITHER SIDE OF@) ) ORSIDE CONNECTION 1i OR SEE DETAIL X FOR ). OR � TO TRACK5 SEE OCTAL X FO Q SIDE CONNECTION 7 w®"+©•70°'®'.10'®a m®mQ•�7 m® 10•®� a 6 7 a W .10-®'^ TO TRACKS w049.�}1a_a@ 10• SIDE CONNECTION '®:©.®q©•®m @_( . �°� ,p ®°'©.®aQ.®°" TO TRACKS f6.•®a®•�?•®•®a ©.O.Qa©.Oj •�w uy6Q,��,.�j •©apt©p��ay/0��•®0. ®•,�al©:�BmO'�°" ®•®a(,�'�•�"'`J•�m END CONNECTION DETAIL(3 END CONNECTION DETAIL END CONNECTION DETAIL(Jt END CONNECTION. DETAiL02 i REQUIRED ONLY FOR.SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL /— S ® GL �— ,. EXISTING GLASS :' � REQUIRED `r G�LA55 ., WK SEPARATIONLlIOx1 2 5.0.1. It SEE D - j` / TO�S(SEE l 16 O:C, AUtt SEPARATION y—_--_�— 't� / ©OR®OROOR 1 11 BLADE+O•v.D CONCRETE % 1/2'LAIN. MASSSCHEDULE ON SESE]fTSt]iEDULE ON(51iEET "- ""-":-�-"I -----_ - --' I ON SHEET 19.FOR ANCHOR 0 :7\ \ 11 FOR BADE QAND (- ----- •- .... OROOROR CONCRETE( 'MAES��.� 72 A.C. <� 5 I ON SHEET®� Q, t _____ _ OR(D ANCHOR' I 12 MIN, <'f 2"'MIN,% _ %Ed i E L ONNS OF�USE FOR �OROOR�OR�OR@ V!b''=L 1OR ®. i PLAN DETAIL. X POURED CONCRETE OR ®a©•O�©.10.®« + ,o.•®wp,�p.®,; END INSTALLATION CONCRETE BLOCK iYACI �10 ®a"Q•�Q•�,+ REQUIRED ©•OO •�«©•Q•®� (1!NV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL O'®a0O ®'�' ,�' NEC ION DETAIL.Q ®� FLORIDA BUILDING CODE(Non NIgFT Velocity Hurricane Zone' .2017 EASTERN METAL SUPPLY,.INC. `,,1 , �.�I;fs •,'v�` 02017 11LTEC0,INS. ® BERTHA HVTM A S S A■ RV Accordion Shutter System 3' :1 L E C O Inc. . . ■ . MAX#1 W/OR W/o H.v,uIMM BLADE i American Shutter Systems 2 TILLR TESTING k ENGINEERING COMPANY y REV.N DESCRIPTION DATE DRAWN SY: L.C. Q a Association, Inc. I OLD 15-Oa5 /z7/1 0Am 07/27/17 ut,SL,s 305.MOM cADEM.FLOROA 331a 4268 Westroads Drive x Phooc:(305)871-1530.Fcz (305)871-1531 DRAWING No �1...... $ e_ a Ial�aaoo9+.com West Palm Beach, FIL 33407 a �/ 1 S/V'•^���9•F1F WAI.TE®A. UTiJr. P.E. 4 / 1 O7 "�narni :F1AHW Lio.j A1.167 5 - SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE SCNHEDULE#2#2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR--INSTALLATIONS W/- OR "L- '(ft.) FOR -- R "L-" (1t.) INSTALLATIONS - 1N57A nTlll ON LEGEND - - -- - �--- '---"- - - -- CENTERMATES.® &e of or _ INSTALLATIONS W/ 1Y. I - CONCRETE & W/ ONE H.V. LOCK Or ® 0r Or WOOD (1) L+• MAXIMUM ALLOWABLE SPAN FOR A GIVEN /r� & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (a'W/ NO LOCKING RODS or ONE HV LOCK or ' or L-:MAX-ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA ?.8 29 W/ ONE W/ N0 LOCKING RODS® OR W/ NO LOCKING WALL A. B, C, D. E. M. N. G, P, Q. A.S.D. DESIGN PRESSURE RATING. ® • ODS MOUNTING F. K & L R. S, & V. t fl'T" LOCK 30 W/TWO LO`Q�K NG (SEE NOTES t,it) (VAUD FOR MOUNTING(i 1, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM 1flSEE SHEET 7) FLOOR/CEILING G. H. 1, 11. J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: NNrr77--rr��GG t�� /� CONCRETE do WOOD MOUNTING CONAWLF-I WOO INSTALLATIONS 0 MUM" �nwuuu CONCRETE & M A 0.DESIGN ASD.DE'SCN IN TA S :As.O.Gmm, INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN-PRESSURE RATING, PRESSURE WALL.MOUNTING FloORjCDUNG PR ARE WALL MOUNTING PRESSUREFLOpR/CEILING MOUNTING DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. y,� & .GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, MOUFTNG (P.aW �'•r) FLOOR/CEILING u071N17NG (p,cL) 0R DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE (+OR-). t�OR-) (+OR-) BOOR ALL'uGU11TtNG n l+ (ft) L-(9) L+ (ft).- L-(R) L♦ (ft) L-(N L+ (N L-(ft) INSTALLATIONS SHUTTER SPAN "L+"OR MITE FOR. 30 OR LE 76'-0' 16'-0' i6'-0' 16'-0" 30 16'-Ir 16'-0" d0 16'-o' 16•-0' 105pz.A. INTO GOOD SHALL BE WING. TO FINAL MAXIMUM ALLOWABLE SPAN 1S EQUAL TO THE 105 psl.AS,D: DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L-'. 35 147-'10' .14'-10 15'-2- 16'-0- 35 14'-10' 14'-10` 35 15'-2' 16'+10" 40 13'-To- 13'-Aa- 14'-2 ,5'-2" 40 53'-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'-1' 45 13'-4' 14'-3" t' HV CORNER CHNTERMATE Q3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 1 -5' 12'-8' 13'-7" SO 12'-5• 12'_-5 50 12'-3` IS-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W// FLOOR/CQUNG MOUNTINGS: 2' 55 11-10' 11'-to' 12'-1" 12'-1l' 55 11'-10' 11'-10' 55 I1'11- 11'-11- SHALL BE AS INDICATED ON MANDATORY CONDITION/(2 FOR A GIVEN.POSITIVE A.S.O. DESIGN PRESSURE 60 I -4` 1V--4` IV-7' 12'-4" 60 11'-4• 11'-4" 60 10'=2" 1,0-11" NOTE#5,SHEET 5. RATING: 65 o-10" 10"-10' 7T'-I 11'-11" 65 10'-10' 10'-10' 65 9'-5' 70'-1' DETERMINE' Lt+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 IV-6• IQ-6 1D'-9" IV-5' 70 10'-e 10'-6' - 70 W-9' 9.-4' - - L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" 10'-4" L7'-1" 75. 70'-1' 1o'-7' 75 - 8'-9' ttFXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-70•.. 9'-1o` 10' 0" i0'-9" 00. - 9'-10 9'-10' SPAN"L+'OR 1--AND MAXIMUM A.S.D.DESING FOR A GIVEN.NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6` 9'-6" - 9'-9• 10'-5" 85 9'-6' 0'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 0'-3' 9'-3' 9'-5- 10'-1' 90. 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 W-0• 8'-9" 9'-2' 9'-10" 95 9'^0" 81-9 1- CONNECTIONS TO KEYSTONE MOUNTING. Li MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED.TO +64,-72 P.S.f. AND 8'-0' SPAN, SEE La-. MAx. SPAN FOR FLOOR/CEILING MOUNTING. 100 8'-9' B'-4' 9'-0' 9'-7" 100 8'-9' 8'-4" MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 8'-7• 7'-11 8'-9' 9'-4' 105 W-7" T-I:1' L TO 110 W-4• 7'-7" 8'-7' 9'-2• ITO 8'-4' 7'-7" - - - FINAL MAXIMUM ALLOWABLE SPAT: "AND L2'L THE. 115 B-2 7-3 6'-a a'-„ „5 B'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'li+: t2+'. "L7 N 120 8'-0' 6'-11- - 8'-2' 8'-9• 120 8'-0- 6'-1.1' - (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10, 6'-Be W-0' 8-5- in T-10- W-8' ALLOWABLE'SPAN AND NEGATIVE A.S:O. DESIGN 130 7.!-B" 6'-5" 7'-10" W-1" 130 7'-e' - 6'-5' WIND ZONE PRESSURE.RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7" 6'-2' T-9' T-9" 135 T-T 6'-2 MINIMUM SPACING. 140 7'-5• W-s,•- 7'-7" 7•-6" 140 7'-5- 5'-11" ASTM E-1996 SEPARATION 145 7'-3'- 5;-9' 7'-5" 7'-3'' 145 7'-3- 5'-.9- TO GLASS 150 7'-2" -5'-7" 7'-4' 1 7'-0' 150 7'-2- 5'-7" 155 7'-0- 5'-5' 7-z" 6'-9' 155 7+-0" 5'-5' 1 THRU 3 1" 1'6D 6'_il" 5'-2" 7--7" 6'=7" 160 6'-11" 5'-2' 165 - 6'-IV 5'-1- -7'-0' 6'-4' 165 61-70' :i-1• 170 6'-9" 4'-11" W-11" 6'-2- 170 W-9• 4'-11' ___._.175 6'-T 9-9" 6'-9` V-1" ,75 6-7' 4'-B" ( H V BLADE.. . 180 6'-6' 5'-10" l80 8-6' 4'-8` 185 6'-5" 4'-6• 6'-7" 51-8" 185 6'-5" V-6" 190 6'-4' 4'-5" 6'-G" :i-6" 1 so W-4" 4'-5" 195 6'-3' 4'-3`. 6'-5' 5'-5" 195 6'-3' - 4'-3" 200 10D :6'-2'' 4'-2' 205 6'-Y 4'-1 6'-3" 5-1' 205 6'-1' ,�. FLORIDA BUILDING CODE(NDn High Velocity Hurricane Zone r•�•>?�, ••••.., / 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY;INC.BERTHA Nv A S S A Accordion Shutter System • 3. 1 Mi C O N KV. BLADE#1 W/OR W/O FLV.W1M W BLADE American Shutter $ stems. T1LLIi TESTING& ENGINEERING COMPANY Inc. 7v:N. Descl5-08 L2 DRAWN 0 Mi7:V17 Association, c 1 OLD 7s-o6s 7/z7/7 a1E D7/27jn 6759 tLW 3BU+.55)57e 103E NPpNIA GARDENS,(305) 1-153 J.1t A + 4268 Westroads Drive 2 Ph ne:(909)871 ;01 .Fax:(309)077-)931 DRAWING No t'n rr\ +++ a-may; 00367aot.am West.Palm Beach, FL 33407 s ,17_t07 sS/ONAL C�V,14 R A.TILUT 4 4 S �J1 WAITER A TWi Jr:P.C. /�•r 'FLORIDA'Lim.B 44167 5 SHEET P.E. SEALISSGI�FATURE/DATE 6 11 OF 20 �mQ7 t37®mom m[�]®[sibE��[�I m� �I� [F37ilFiO ®5fii170[,OOIi� tT7E740[�[�®4W4f>Z[�[�0®®i11E]w 000mlmils4t�[>t4©ffi.....BMW ' �®��DOI'Q�amm®�ad�0p�®�m000p��m®�OO��EQt��mOOAp�Q��OO�C1p�� ®mi13�Ata0l7[31Slmli17da0t�[!®mliflEf4Qi7QiS'1��71FlQO[7QmR©D]1F'O" ; ........M �®mMnUMto • ®Ap 000M� �m0" 0 ®4q�[MM ; WOm� OdOt7�inmtiDE>lDOt�OO �Q]ODOaQ�ifl000®p OQ : �[iE1�f ® mmE700046>y Q ®®[iIdODOs!®mQdOA04®Ff�Q74000[31®I®Q100fL1CfA®I3fFa©!70[�d4 1i7O4Q4t� R4l�4QG0 �p4®���dOQE �m�0 [Qom®�®q0® ap4QA[tl4d®®Md °' 6aREM"t34aa!®m�E7�I0LL�ia6f6�iF][7�AA�M�RSQ7E1dE1�f [f3mIF�171}7�tiE� ®IE= QmKUM.w �ICr®® d ®4E37tSlMMM"i.�11311i ml�lonaes 4Q740E�Qcf4 r 7EaKX ° ®mma®moop0immml°�aoAm"1ml®moAAo mmmooAma®mmonmm�nnapmmnn� ®mmmOOvp olwm��nn®�®mm oppommmwp�IQe>:Q mm�lEml©admm[71L7 ®aa ISfmQ'E�E>y©ad®mm4[1[�Hp E®mit78O[�[!e�]Q74NHIMS �a�®m®m4OIL7�O0BA4O�Rt1�1d �RmAUHH"r Q®1��pp�p�p��E>I�iLf�®d��ad� Q ®Q� ��3��0�0 OR7aP3l®6�l7d MKIIIN 1®�iiL>E6!I®Q7E>IIODICf�®I®m00A[iQm�Q��QQ@�®iF1W�1E�Ql�a4�Vill"" mUll rz,E3 a®® m • "Mm mmmaoeaaaa�mm®Qesesammmnc�Q®estanoln�® ®mmomoa�tpAamsm�MIMIMM�iHHHoa�®tmmQ mm�aQ®��� �M®®no : ., ,• MEN al�¢timQlE> MMMM� � KE a ��®oaQomnmA®sales - mmmtFll©Qeaea®mmornneata mmvo � laai�i �a srs,® p�.� asmiGEir�ae�OmmnFLl��®�m0lOQ0®m®Dappdm®m0®®eQSOntlnOmcQ•�EQ7 mmm o a m aaat�i Q ®mom as a �a®� �io��'a®ml yQrai��f'maMm00® MMEHM®mw • �m®m"Ea m®im� mo�i® ®m nQao®moaavmQMmmm®dl�o�mlpAa®m®m®1� E€! ®® ®Q ®fISE1r[�eiQa®IIZ<i000a1LEQ®[ 3E/�Qp at70E&jlDIE�EN lRa14t7LE7®aC>1�ILlif�Q7MEN mQMMMUMCIIII llinaaaaC[QIS1®t�3Q®®� �0m=wMm�tQQQ���m�������®�����® ®eIn��QR=NMo�®ag �.>�a = RliFafP37Q mmic>,aaes QdQl�7Q7 vases m aemmaQaQes®mQ] Q al�ml©iLIQOQQO i17aQOQRaQISlmIFi�QQaQ®O 4®®oaeal 0®Fi®OQQAa�mm® � II!®iL>iQQMg MM=MQMZ wM=M=®=a0®0� M MM ®HUMNOE� ®mffluQm Q =Mla 8211tp1 cEo�m10QQ5Q®C�fOe ao_ 0�®IF7CaieralO®Itsesan mesa® e • . . s QIIiF�eiQei iflMMMp MaMwAM=M QnOE€7QQeig69a [i�lQa E Kill �7®®I1i©QMp ®as aQQQ�®®aQQQcf ®mei®oa®®®4eipQQi/QQy®�IY3e�Qm�QQa4�lEtARaiC7l9 aQQO��®®Q�QQMO�iFF�E3�Q =�i[Q�3®®®per®�p!]I®®�Q�O i • Y ®tm�QQQQ m®QQQQQQ ®mQ QQQes®a ®4a�QQa®®mmummmmal QQ�QaQJQeaoaQaO®Q®aAQ04rJO��I.>taea , � ®i7O OfilQeialE;lQOmana®6EE6lQiiaQ�QLIetIQ�i000 MuseQQ®uK" MMEM ®® BOBasaaas®iiQQQQO®®6�aQaQ 1�7e1O®®QH000am ®®ippr e71F7i®lMM M �f�OO®ON�ii ��0 ®O�Oa®O�=ME an m.mmumma®ar• pNOOf7B® ®{iCfQQQ p 0Q®QQapOealbaal{9CfQei000a ®eatiiOlep��®Q®Q®QfA�®¢1eiQaQ®QO[Hi�ElDppOOde� O®��®�=MMM�AmOOOa��tiO®an®Mesons ®�a0 d[QO��O ' ®®®aesm�ii®mlli®0aO O®es C�i:TJ�GZZ^�a®gsw �OQesL7®C�d04®®IO17ae !'t : 1 11 MAXIMUM ANCHOR* SPACING TT 1 SCHEDULE FOR A EN MAX. UTTER' PI'Ati SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES �aM NE A NEGATIVE PRESSURE RESSU R47IING WING CORRESPONDING GIV ONDING MOUNTING TYPE FDR CONCRETE OR CONCRETE BLOCK INSTAU_4TIaNS (SEE MOUNIINGS.E G.&H ON SHEETS.6&7) t.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: PjX-M.CON0XWCWCREFE.BLWK _ _____ ,____ ...POURED-CO17CREIT__..._ _ __ _ _ _ _ (A) TO EXISTING POURED CONCRETE•(Alin. I"c-3'6) tIA®I,w QE WALL SILL MOUNTING ©,CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNGLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.rc=3'ici) ANCHORS SPACING LF D - 1/4"0 z 3/4'ALL POINTS SOLID-SET.ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min:.rc=3.IoQ (N) DS{97 78G110E PRf9511RE W= .OSM KMK ROSIME.RATDM A. ItEG75T PR=K FAIWO. - 1/4"6 BLUE TAP CONCRETE ANCHORS-W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.'(Min.f'c-2 ksi) TAPCON OR _ 1/#'0 TAPPER+ANCHORS AS MANUFACTURED 6Y POWERS FASTENERS,INC..AND DISTRIBUTED'SY ALL.POINTS SCREW,BOLT&SPECIALIY 30 40 BO 75 90 120--205 JO 40. 60 7S 90.120 160 2O5 30 40' 60 75 90 120 160 203 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED.WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATIOB,INC. 1k 72 fo B .8 8 1 6 155 14 12 1 l0 1 9 1 8 1 8 1 6 6- 14 12 10 1 9 B. 8 s s THREADFORM TECHNOLOGY (ASin.rc= 3 liy) 6' 6 14 12 110 .9 1 B. 8 8' 6 14 12 10 9 8 B: 6 6 ALL POINTS SOLID-SET OR LESS f4 12 10 9 8 8 6 8 14 12' 10 B 8 8 6 6 14 17' f0 9 8 8. 6 5 BLUE TAP W/CAP' NVI= U 12 10 9 -e 8 6 7 14 12 10 9 e 0. 6 6 14 12 TO 9 6 6: 6 6 .. Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 t2 10 9 e'. 7 5.5 3.5 14 12'•10' 9 8 e 6 fi 14 t2 10 9 8' B 2 5 TAPPER+ ANCHORS IS 1 3/4".AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 .12 10 .9 B• -8..6 8 14 12 •10 9' g g 8 8 T4. 12 f0' 9 8 g'.-6 5.5 - 4'-0' 14 12 10 9 8 D 6 4 14 12 10 9 8 8 6 4;5. 14 12 10: 9 8 6 4 3.5: A2)MINIMUM EMBEDMENT-0F I/4'ft z 3/4*ALL POINTS SOL10-SET ANCHORS SHALL BE 7/BT INTO THE POURED CONCRETE. N0,EMBEDMENT 14 T2 10 9.. 8 8 6 44 t4 12 10 9 8 e 6 55 -14 12 10 9 8 B 5 4.5 - INTO.ST000O SHALL BE PERMITTED.1/4.0-20 SS..MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO ty 12 tO 9' 75 SS 3:5 - l+ 12 10 9 8. e e 5 14 12 10 9 8 7 K5 4 •SE6 A 's AF i EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14. 12. 10 9 8 8 6 5.5 14. 12 10. 9 -8 8 6 4.5 BUCE $ SX'_L71ST 5'-0• 14 ,12 10 9.: -8 7 4 - 14. 12.40 9 8 6.5 .5 3:5' 14 12 10 8.8.5 5 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 10 9 -8 7.5 4:6 - 14.•12 10 9 B e 6' 4.5 14 12 f0_ 9 e 6 4.5 ,75 AN SHALL BELONG ENOUGH.10,REACH THE-AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 f2 9.5 7.5'.6:5.4.5 - - 14 12 10 9 8 75 5.5 4 14 12 t0 9 8 '6 a.5 J.5 NOTES A7)&A2)ABOVE FOR INSTALLATIONS.ON VINYL SIDING OR EIFS WITH OR WBHOUI METAL STUDS:CONSULT THIS ENGINEER.FOR 6'-0' 14. t2 10 9 8 8 e - 14 _t2 ,0 9 8 B 6 5- 14 12 IG- B 8 65 5 3.5 INSTALLATION INTO;EIF•S WITH METAL STUDS SEE SHEET 20. 14 12 t0 '9 75 5.5 3 - 14 12 10 BS 7 S.54 314 12 8 8.5 5.5 a 3 _- 14.,2 TO-' 9 8 6 '.- - l4 12 t0 G 8 6.5 5 1.15 14 12' 10 6.5 8 5 4. - (8) TO EXISTING CONCRETE BLOCK:(AS1M'G-90) ' f4 12 a 6.5.9:5 3 - 14 12 10 0 a 6:5 4.5 3.5. 14 ,2 10- e 7 .5. 3.9 J - 1/4.0 TAPCON OR TAPCON'WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS'MANUFACTURED BY I.T.W.BUILDEXS 14 12 10 B 8 8 - - 14 12 10 9 B: 7 5 4 14 12 '10 9 75 55 . 3 - 1/4.0 z 3/r ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT-&SPECIALTY COMPANY. 7'_O• .-... _ - - 1J4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10. a 6.5 4 -- - 14 12 9 ZS 6 4_5 3.5 - 14 0.5 7 55 4.5 SS _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED;BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 10 BST 7 4 14 12- 10 9 7.515.51 4 - 14 12 9 7 75 4.S - - COMPANI'OR ANY OTHER APPROVED.LICENSED OR AUD{ORMED VENDOR REGISTERED WITH THE AMERICAN SHUTTER'SYSTEMS'ASSOCIATION,INC. 14 ,l 7 5.5.-45 -- - 14' 12' 10 9 7.515.514 '74. 12. 9 7 :6 45 3 - 6'-0' 14-.12 �10 9 8 6:5 - 14 12 10 9 a 6 '+ - 44 12 10'.8 6.5� 5': 3S = NOTES: 14 -t2`&5 7 5.5 3- - 14 12' 8 6.5 5.5 4, 3 - 1"9.5 6 5 4 3 - at)MINIMUM EMBEDMENT INTO"CONCRETE BLOCK OF TAPCON.BLUE TAP WJ CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND IAPCON 14: 12 9,9'7.5 6 14 12 9.5 8 0.5 5 - - 14.' 12 8 6,B.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 3 B5 GS 5 S:5 - - - 14 12 10 6 8.5$ 14 12 a 6.5 5- 4 1ST,-O. t4 t2 1D 9 8 _ - 14 T2 t0 9 7.5-:45 __ 14 12 85 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF 1/470.x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY.EMBEDDED INTO THE.CONCRETE BLOCK.NO .14 165 7.5. 6 .4 - 14 1, 7 5.5 9 3.5 - - -11 8 SS 4.5 3.5. - _ EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW'USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO -14 ',2 8 65 43 - 14 12'ILS 'T S,S 4 - -14 10.5 7 S.S. 6. 4.5 - ENLIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. tJt &5 55 4 - - - - 14 12 9 7 G 4,5 14 11 7 55 4.5 3.5 - ta-.,2 to. 9. zs - - - fs 12 10 8 as 5 - - aa- 12 a 6- S 4 - - 8.3)IN CASE THAT PRECAST STONE,.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 M.5-7 5'3.5 - - - 13 9.5`6.5 5 4 ! - - 10 7S 5 4 3 - -- ANCHORS.SHALT.BE.LONG ENOUGH N REi4CN THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS:INDICATED ON t4 1, 7.5 55 - - - .- 14.11.5 9 6. 5 -4 2.5 25 _8 5. a s` - NOTES B:1)&B.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. ,O5 e E - - - 14 12 `e 6.5. 5.5' 4 - 13, 10.6.5: 5 6 3 - FOR INSTALLATION INTO FJFS WITH.METAL STUDS SEE:SHEET 20. t'1'-0' 14 12.10 - - - 14 "12 9 7 6 4.5 - 14 10.5 7 5.5 4.S 3.5- - 124 9.5 S._ - 12 9 B s,S 4 3 - s 7 45 3.5 3 - - (C) ANCHORS SMALL BE INSTALLED TaLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 f0 7 - - - - - 14 IDS 7 5.514.51- - - 11.5 8.5 55 45 75 - - _ (D) SEE SCHEDULE'BELOW FOR EDGE.DISTANCE,(E:D.)VERSUS:SPACING RELATIONSHIP FOR ANCHORS. B5. 7 4.5 - - - - - 14 114 75 6 5 - - 12 9 6 4.5 4 - - - 14 12. 12 8 8.9'S.S - - 7J 10.6.5 5 4' - - EDGE DISTANCE VERSUS SPACING-at".HEDIjLE FOR ANCHOR$g 115 85 B.5 4 3.5 - 8 6 4 3 - - - - MLWMUM ANCHOR SPAGNGS ARE VALID FOR EDGE D+STANCES INDICATED BELOW.FOR E.D.If55 THAN 1HE.INDICATED.REDUCE ANCHOR SPACING MSS 95 0 - - - - 13 95 6,5 S .4 - - - IO:5 8 ,.5 4 - - - BY MULRPLWHG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - t4 105 7 35 4:5..- t1 8.5 55 4.5 }5• - - REDUCED SPACING OSTANED USING.FACTOR SHALL NOT BE LESS THAN PAINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t4 12 - - - u 11s 7S 6 5 _ _ t2 -s 6 'ts a - - _ .:FACTOR _ F- e - - - - - 10 75 5 4 3 -.75 55. 4 .3 ACTUPl•. TAPOON WITH ADVANCED -TAPPER 115 85 - - - - tt 9 A as' t - - - 95 7 :5 '4 - - - EDGE -TMCON .ALL POINi:5000 SE'f BLUE TAP W/CAP 0 6 - - - - is 9.5.6s 5 - - - - IDS 7:5 5 4 - _ - - 'I N 8 D , OR OICTAtNCE THRFADfORM,TECHNOLOGY -MIN.SPACING 14 12 - - - - 14 105 7 SS - - - - If.eS 5.514.5 - _ ED. MIN.SPACING m 3' MIN.SPACING=3'. Mill.SPACING Q 3 1/2' MIN,SPACING-,3' 3 3/4- e 10 73 - - - - - - B 7 a.5 35 - - - - 7 5 >s-3 - - BLAD .- POURED CONCRETE Al 14aTrF.O Oay7&TE CONOEE B= POURED CONCRETE t POURED CONCRETE&w186D GorCtslE TDNUM BLGL7c - - - 7, a 4.1 4.5 - 8. 6.5 4:5. - CONCRETE BLOCK &y EO,J 1/T LON..E0..2 1/2' CONCRETE BIACH CONCRETE BLOCK MN,CO.•3 I/2•tM.E0..2 1/Y ITS e _ .. _ _ ` _ - - .. - - - - V... ADO.. MK ED.•3' LL4.ED..31 UK Fo.•3'. 75 .'- - - 12 9 6 - - - - -'9.5 -7 4.5.:_ -,.-. 1.O 090 LO - 0.78 1A - 0.84 1,0 16'-07 1i - - - - - 35 to. 6.5 - - - 11805 B 5 - - _- - BLADE.WORKING _ _ _g _ _ _ _ - BS 6.5 4 - S 3 - - - - 1/ 081 067_ _ _ UNISON ♦ a 2• t.o 1.0 to -.105 Bs - 6 s - - - ' 2' - 0.71 - - - O.St15 8. :5.5 _ - 6.5 45 - - ._ O.SI - - _ 0.43-14 - _ _ _ .. IZS 9.5. 6 - - 75 5 - _-O. i.5 3' _ _ ..1.1/2' 0:350,358 - 9.5 7 5 - 6 + - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 414t�L ...bi T� N. . 02017 OLTECG.INC. ®2D,7 EASTERN METAL ERTHASuPPLVTM Or, v AS ��' A Accordion Shutter System ■ ■• i N c_ . ■ wv ELATE$T W/:OR w/D H:V.WNDW MADE • !� TILLIT TESTING.& ENGINEERING COMPANY' American Shutter Systems ty,N' .oescwPnoN oATe DRAWN M. L. A *; w59 N9.369 6L,SE,305.MRemA w 8w9:nOwca 33, Association, Inc. , OLD 15-085 7/27/1 DOTE 07/27/11 O �OF 7 Pone:(305)071 153D.Fc 4268 Westroods Drive 2 ;(305)e77-151/ DRAWING No ��trnn',Od...... A 6-mEa-00067719LEom West Palm Beach, FL 33407 3 17--107, ��V/Q••• (�``\ AIL WALTER A.11LLIT Jr.P.E. 4 P.E.SE {9f�-' DATE FLORIDA uG B 44167 a SHEET 3 OF 20 uAxIK4U11 ANGHO1t+ SPACING Jjn ACHED C FOR A LIVENMAX, SHU�R SPAN A.S D DESIGN NEGATIVE PRESSURE RATING ANQ A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE HOUNUNGS t.J.K 4 L ON SHEET 7) .POURED CONCRETE - - -- POURED CONCR CONCREIE.BLOCK - ANCHORS SPACING LEGEND - - - - --- _ - -_'- Y1ALK:OVER h 5 TRENCH OU RAINGUARD MOUNTING QK.P/ALL/FLOOR MOUNTING ©WALL/Y/ALK OVER MOUNTING wt9MUM 1 TAPCON OR u0y SPAN �DMM h'C01111£PK=K W&C .D..[t5 M hVAK P�9Lff ROM ASA DMIGN 6ZAM WINO OES&N KGifYE Pi3S982E.RAIWG _ (a) - _ ... _..... TAPCON WITH ADVANCED b 40. 60 75. 90 120 560 205 30.40 60 75. 90 720 760 205 30 40 60 75 90 120 160 205 30 40 60, 79 '90 120 160 205 THREADFORM TECHNOLOGY 14 t2--f0 B 8 B 6 6 12 12' 12 12 12 1.5 e. B 7 7 7 7 7 7 7 S5' S 3 5' 5. 5 5 -5 5 ALL POINTS SOLID-SET 3'-0- 14 '12 .10 9 8 6 6 fi 12[12 12 12. '12 12 9.5 7 -7 7 7 7 7 7 7 7 OIR LESS/4 12 10 9 8 8 6 6 12 12 12' 0.5 8 6' 4.5 7 7 7 7 7 7 7. 6.5 5 5 $ 5 -5.. S 5 3 BLUE TAP B- 6 6 12 17 12 72 L07S 6 7 7 -7' 7 7' 7_ 7 7 3. 5 5 5 5 5 5 5' 1Af PER+ 14 12 10 9 8 a 'e a I7 12 12' iS 8.5 6S 5 7 7 7. 7. 7 7 5S 4 5 3 5 5 S 5 5 44'-0' 14 t2 10 9 8 B 6 6 t2 12 12 12 IS 7 SS '7 7 7 7 7 7 T 7 5 'S 6 5 5' 5 514 '12 10 9 a 6 B 0 17 12 9.5 a 6 4.5 3.6 7 7 7 7. 7 7. 0.5 $ .5 .S 6 5 '5 514 12 10 9. 8 8' 6 6 12 17 12 10 755.5 4 7 '7 7 7 7 7 7 5.5 5' S 5 5. 5 5 5 5 14 12. 10 9 6 9 6. 5 17 12 11 '9 7 5'. 4 7 7 7- 7 7 55 4. 3 3. 5- 5 5'. 5 514 I2 10 9 8 8 fi. fi 12 /2 12 :70- J.5 5.5. 4 7 7 7 7 7 7 7 7 5- S 5 5 5 S. 5 5 14 12 10 -9a H a 6 12� 95 7.5' 6 45'3.5 7' 7' 7 7 7 7 5 3S 5 5' 5.- 5 5 5 S14 12 -10 9 8 a 6. 8 12 12 9S 8 8 4.5' - 7 7 7 7 7 7 SS 4'- 5 5 5 S 1 5 1 5 5 4 SEE ANCHOR 14 12 10 B, 8 8 8 8 72 12 1S 9 7S SS :'4 J 7 7 7 7 7 4.5 3.5 - 5 5 s s s 4.5 3.5. - SPECIFICATIONS 6'-0' 14 12 10 9 8 8 6 6 12 12 12 10 8 6 45 3.5 7 7 1 7 7 7 7 7 7 5 5 5 5 5 5 1 5 5 ON SHEET 13 14, 12 10 9 8 8 e 8 11 12 9 6 5 4 3 7 7 7 7 7 $.5 4 - 5 5 5 5 5 5 4 3 54 12 10 9 8 H 6 6 57 12 1D a 89 5 .75 - ] 7 7 7 7 8 4.5 5 5 5 5 5 5 4.5 14 12 10 9. 9 8 6 6 12 12 10 a 6.5 5 3.5 - -7 7'"7 6.5 SS 4 - 8 5. S 3 5 4 3 �,-0. 14 12 10 9 s- 6 -6 6 /2 12.'12 8.5 7 5 4' 3 7 7 7 7 7 7 7 8.':5 5 'S S 5 5 5 5 14 12 10 9. 8 8 6 6 12 10 6.5 '5 4.5 3 - - 7 '7 7 7 65. 5 3 - 5 5 '•$ 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12.e-5 ss 4 - - -7 7 7 7 7. 5 - - 5 5 s 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 u ,2 10 s e a s - u 1z a5 7 s 4 3 - 7 7 7 55 45 3 - - 5 s 5 s 4s 35 - - PSF A.S,D DESIGN PRESSURE 14 1z..a6 9 a e 6 - 12 1s`os xs 's 45 as 7 7".r 7 7 r + 1 -5. 5 5-:s s s: 5 RATING & FOR SPANS. PER 14 12 10 ':9 8 B 6 - 12 9 6 4S 4 3 - - 7 7 7 7 55. 4 - - 5 5. 5 5 5 4 3 - SCHEDULE //3, SHEET 11 t4 12 12 17 7.6 6 5 75 - -7 7 7 7S 6 4.5 - 5 6' 5 S 5 4.5 - 14 12 10 9 8 8 - 12 15 7.5 6 5 3S - 7 7'6.5 . 4' - - 5 .5 5 .3 4.'3 - - 9,-0. 14 12 '.10 9 8 8 - - 12 17 95 6.5 SS 4 3 - 7 7 7 7 7 7 6 3 5. 5 5 5 5 5 5 5 14 12 10 9 8 8 0.1 8 5 4. 3.5 7 7 7 8 5 J.5 - - 5 5 5 5 5 4 3 14 12 10 9 e 8 - 12 10 6.5. 5 4S - 7 7 7 6S 5.5 - - - 5. 5 5 5 5 4 - - 14 17 10 9 a B 12 05 7 5.5 4.5 15 - 7 7 5.5 4:5 3S - -- 5 5 5 4.5 &5 - - - t0'-0"11. 12 10 9 8 B - - 12 T7 8S 6 5 35- - - 7:. 7 7 7 7 7 45 - 5 S 5 5 5 3 5 45 14 t2 10. 9 8 .B - 95 7 aS 15 3 7 7 7 55 4.5 - - - 5 9 -S '9 4.3.3.5 - r. 12 10. 9 0. B - - 12 9 6 3 _4 - - -7 7 7 a S - -. '5 3 5 4.5 5 - - - 14 12 10, 9.'. 9- s - 12 9.5 6 5 4 3. - 1 7 5 4 3 - 5 5 5: 4 3.5 - 11,-0.14 12 10 9 8 e - - 12 10. 7. SS-4.5 >S - 7 7 7 7 7 7 3.5. - 5 5 5 5 3 5 5 4 ,4 ]2 10 9, 8 8 - 11 8:5 4. 4 3 - 7 7 6 5- a - - -8 5 5 5 a. HV BLADE ONLY 14 12 f0' 9 8 9 - it 8 55. 4 - - - 7 7 7 5:5 4.5 - - 5 5 5 5 44 - - 14 12 10 9 6 1:5 8.5 5.5 4S 3.5 - 7 7 45 3.5 - - - "5 5 4'.5 3.5 3 - - - 12'-O 14 12 10 9 8 - - 12 9.5 6.5.:5 '4 3 - - 7 ] 7 7 7 .6 3 - 5 S 5 5 -5 S-4.5'3.5 14:12 10 9 a 8 6 -4 J - 7 7 SS'4.5 3.5 - -.:S 5 5 4.3 4 3 - 14 12 10 9 8 - 10 7.5 5 4 - 7 7 6`.. S -- - - - '5 5, 5 5 4 - - 14 /2 10 9 8 - 0.5 8 5 4 3.5 - 7 6.5,4S 3:3 - - - 'S 5 4.5 3.5 3 - 13'-0•74 12 tO 9 8 - - - 15 8.5 6 4.5 35. 3 - - 7 7 7 7 7 4.S - - S 5 5 5 5 5 4.5.3.5 t 12.YO 9 a 7 5.5.3.5 3 7 7.;$ 4. J- - 3 -5. 5 4 3 - - - 14 12 10 9 8 - - - '9 7 4,5 .75 - - - 7 7 5.5 4.5 - - - 5 5 5 4S 4 - - l4 12.10 9 _ - - ,0 7.5 5 4. 3' - _ - 7 '6 4 3 :_ _ _ - S' 5 14'-0" 14 12 10 0 - - - OS 8 5.5 4 35 - - - 7 7 7 7 -7 4 - - 5 5 S 5 5 5 4 3 PI 4. 12 to 0 - 65 5 3 7 7' 5 3.5' - - - 5. 5 5 4 - -14. 12 10 5 - 8S 85.- - - _ - 7 7' 5 _4' - - - 5 $ 5 4 - - - - 14 - - - '9 7 4S 3.5 .3- - - - 7 5.5 3.5 - - - - 5 5 35 3 - - 15'-0`14' 12 t0 - - - - - 10 7.6 5 4 3 7 3.5. - 5 5 14 12 10 6 4.5 3 �' 7. 7 45 3 - - - - 5' 5 T-4 3S - - - /4 12 f0 _ _ _ - - 7. '7 5. - - - - - 3 5 - 14 1T 10- - - BS 6.5 7 SS 3.5 - - - - 5 5. 3.5 - i6'-0"tq 12 10. - - - - - 9S 7 45 3.5.: J - - 7 7 7 7 6 3 - 5 5 $. 15. 5. 4:5 3S. 14 12 10 - - - "6 4.$ 7' 6.5 4 - - - - - 5 5 4 - 14 12 10 - - - - --7S.6s .75 - - - - 7 .,. - - - - :S 5 45 - - - - FLORIDA BUILDING-CODE(Non High Velocity Hurricane Zone ..... _•�,,w 02017 TILTECO.INC. @2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM. lL EC . Accordion Shutter System H.V. BLADE#1 W/OR W/O,H.V.WINDOW BLADE American Shutter Systems EV.N. DESCRIPOON DATE OMWN-Br:.LC ryyhL(,/ TILUT TESTING ec ENGINEERING'COMPANY Association, Inc. I OLD 15-085 7/27/1 DATe 07/27y17 1 6355 N.W.36ft St.St 30.5 11RG.W CAR071S;PLOftn 3316 Phone;(305)871 153o r. (305)971-1531 4258 Westroods Drive 2 DRAWING No , �►f1U''``r!� -1 AA uR coo.t m West Palm Beach, FL 33407 3 4 ~� /7{.•4`vv� 1111 WALTER �LLR 9 P.C. 4 1 7' O7 S`v}7�7� FLORIDA L:-A 44167 5 'SHEET P,E. S�iCCj`3tGNAfURE/OATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE BONG (per f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR.A. ----- - - GIVEN-MAX;-SHUTTER SPAN. 'NEGATIVE A.SA DESIGN_PRESSURE'RATING AND A CORRESPONDING MOUNTING TYPE. (5E MOUNTINGS ON SHEETS 16&17). !S-3 L_"_S IF T F ;Z AT I SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR'NORTH SPRUCE PINE FIR SOUTH SOUI//N N PINE No. SPRUCE'PINE SPRUCE PINE 1/2" MIN. CDX 0oUGIA4NRR W%5. FIR NORTH FIR'SOUTH DOUGLAS FIR W/ MIN. 0=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN:C=050 W/ MIN. G=0.43,.. W MIN. G=0.36 MAXINt1N � - SPAN 00 WALL MOUNTINGS CEILING MOUNT T :WALL_MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, 'N,0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR.MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS - B.O. WALL IdOUNTIN65 8.0.WALL MOUNTINGS e.o: WALL NOONTINOS' W & X W & X W & X P & Q S&V S &V S&V 11901lSAIb[RiT41E�W) D9OI t1L9FL µnc(Fy) oEnr I(MRd RtiN7E emc IA+1 OL'III NagIE nEsvaE Duet(Pit 0.501 HUOSt>ti976.k1a16 ip) tF3TN 1EWih iR55FE aac ipn .1T92I 1tgT.flglSSE TRFG G 1 'RSa>EGt`x 74mm FIL+S.(mp -OtS91 IFUIId�FARC 7� tL97'11�T7Eii�.F71tC Uhl'. J-DI 0 40 60 75. 90. 05 30 40 60 75 90 OS 30.40 60 75.90 05 30.40 60 75 90 OS 30: 40 60 75 O 05 3D 40 60 75 90 05 30.40 160175 90: 05 30 40 60 75 90 05.30 4D 60 75 90 05 30.40 60.75 90 05 L 12 10 10 9 8 8 6 b 616 6 6 12 10 10 9 B 8- 6 6 -6 6 16 16 12.10 10 g 8 ,B 6 6 '6 6 6 '6 6 5. 4 4 3 12 12 12 12 t2 12 I2 12 12 12 12 12 12 12 12 11 17. 12 12 10 10 9 8 B- 6 6 6 6 6 6 12.10 10 9 B B 'fi 6 6 6 6 8 12 10 10 9 . 8 8 8 6 6 G. 6 6 8 5 4 4 4 3 12 12 i2 12 12 12 I2 72 12 12 12 12 12 12 12 12 12 12 _. 12 7D 10 9 8 8 6. 6 6 6 65.5 12 10 10 9 8 B '6 6 6 6' 6 5 12 10 10'9 8 7 6. 6 6 6 6 5 6 5 4 4 4 3 12. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 '5 6 6 6 .5 5 4.5.12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 1212 12 12 12 12 12 12 12 12 12 12 12 12 72 12 1 72 10 10 9 6.5 4 6 6 6 .5 q,5 4 1210 109p6 fi 5 + 3.5 12 10 10 7 3.5 - -6- 6- 6 S 4 3I 6 5 4 4 - 12 12 12 12 12:12 12 12 12. 12 12'10. 12 12 12 0.5 8.5 12 10. 10 7.5 4.5 3 6 6 6 5- 4 3.5 12 10 10 6 3.5. - 6 6 5 .5 3.5 3 12 10 10.4 - 6. 6 5 .5 3.5 .3 6 5 4 - - 12:12 12 12.12 12 12 .12.12 12 11 9S 12 1 tS 9 12 10 10 5 3.5 6 6 S.5 ,5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4:5 4 3 3 6 5- 3.5- - - t2 12 12 12 12 10, 12 12 12 11. 9.5 8.5 12 1' 12 10 7.5 4 - - 6 6 5 -4 3 - 12 10 6 3 - - 6 6 4 .5 3 12 10 3 - - - 6 6. .5- 3 6 5 - - - - 12 12 12. 12. t.5 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 6 5 12105.5- - - 66-4:5- - - 12.104.5- - b. 5.5.3.5 - - 1210 65.54 - 65 - r - - 12121212108.51212129.587121286.55.54.5 " 12104.5 - 664 - - - 12103.5 - '653.5- 1_ :y 1210 - - -':653.5 - - 65 - - - - 1212. 121.50.581212118.576121.57:56 54 ' 12 10 - 6 8. - - 12 10 - - - 6 4,5 - - 6 4.5 - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 8 6.5 5.5 12 0.5 7 5.5 4.5 4 " 12 10 - - - 6 5.5.. - - - - l2 7 - - - - 5 4.5 - - - - t2 7 - - - - 5-5.4.5 - AE � 3 - - - - 12 .12 12 9.5 B 6 12 7.5 6 4.5 12 9.5 6.5 5 4 3 6 - 12 - 5. - - - - - 12 - - - 8. - - - - - - - - 12 12 11 '9 7.5 5 12 7 .6 4 12 96 $ 412 - - - 6 - - - - 12 - - - - 5 - - - ^.It.S- - - - - 5 - - - - - - - 12. 1210. &56.5 4 12 6.5 5 3 1.58.55.5.4.5.3.5 - @ HV BLADE OR d) HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON* •.SFE U�/0,�:'A�IIONS OF:USE FOR SLM'(9 ON SHEET 19 'F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SCVVKEPH PINE No.2 W/G-0.55(N.D.S) -'t/4'0 TAPCON ANCHORS,AS MANUFACTURED 13Y I.T.W.OUILDE% W/'MINIMUM EMOEOMENT AS INDICATED AT -DOU'LAS.FIR W/6=0:50(N.DS.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/0=0.43(N.D.&) EJ(CEMION:SEE NOTE 2.BELOW. -SPRUCE PINE FIR.SOUTH W/Ge0.36 -MIN.1/2'.COX'PLYWOOD(1986..APA). 2.ANCHORS 10 PER N C2017G SHELL AT AS PER MOUNTING TYPE U.SHEET 17 AND SHALL'.CONSIST OF LAG SCREWS AS PER NOS 2015 SPIO IRCARONS. 4,ANCHORS SHAM.UR INSTALLED.FOLLOWING ALL OF THE RECOM7dENWRONS AND SPEC4TGRONS OF THEANCNOR'S'MANUFACTURER. FLORIM BUILDING CODE(Non High Velocity Hurricane Zane 11111(_`p`r �>,+ 02017 TILTECO.INC. CJ 2017 EASTERN METAL SUPPLY, INC. 'Si _ ... BERTHA VTM, Ir i,L B C O A,S,S,A, Accordion Shutter System sir: �YA' R, a` KV. RARE#1 W/OR W/O.H.V.WINDOW BLADE ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV..' DESCRIPTION - DATC DRAWN BW. Lr Assoclation, Inc:: I OLD 15-06s 7/27/t DATE 07/27/17 l am N.W.36N.5t-Ste 0%V.Kom WOENS.FUDAOA 33t e 4268 Westrocds Drive 2 Pnoee:(305)871 fU3o, -1 (305)871-1531 DRAWING No A / ♦ �� e- a ' ,110 West PDIm Beach, FL 33407 3 tJ[e/O�M l E9 ��15e E8 0006719 4 �7'� Q/ V I;l WALTE7t A iR1.R J P.E. ' W FLORUM Lk.1 44167 5 SHEET 1p.E SEIC`31�Wf4A'IURE/DATE G. 15 CE 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN + OR L— FOR- INSTALLATIONS WOOD WITH M . B -LADE ONLY--S ALL -- - -- - WALL FINISH' - - BE LIMITED JO 105.0 psC A.SD. DESIGN. SSU RATING SEE SHEET 19 EOR MAX SPAN & 1/+"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON i! `•� ` TAPCON WITH ADVANCED m THREADFORM TECHNOLOGY1i1 1/40 TAPCON.UR D i W/1 1//2'Min:PENETRATION OF THR TAPCON WITIi AVANCED 7HREADFORM TECHNOLOGY EADED AREA TO ! I '� W/ 1 1/2'Min.PENETRATON OF THREADED AREA TO E70ST1NC I ' - / r F UN.SEPARATION 1 I EXISTING WOOD HEADER. I I WOOD HEADER. (SEE SCHEDULE ON SHEET 15) L. CIA55 1 \ I (SEE SCHEDULE ON SHEET IS) \ I 1/4"0-20x3/4"S.S.MACHINE SCHEDULE ON SHEET 1 �. r/ ` ✓� �`I',t ! r ' 18 / SCRLlVS WI 1/+"-20 NUTS �-11 FOR BLADE-(DAA%"—.... I x OR�' \ I t 0 12'O.C. L ON.SFFF.T 19.FOR I I EXISTING i BIlaES(1)do 1.1 GLASS I OR 1 N 1 FINISH `L--OPTIONAL FINISH OR L EXISTING MIN. y y-r �� •\ , 2'x4"wooD 1 OR T • -- E1RsrLvc MIN. I r HEADER REQUIRED ;-� C 8 —2"x4`WOOD (r ( ) 1A+'0 TAPCON OR TAPCON WITH ADVANCED tl HEADER REQUIRED { tI 1.1 y q t �! THRMin.EADFORM TTi.ECHNOLOGY W/1 1/2' EXISTING tl' M?L SEPARATION I I a I , } 1 t 1 CL SS TO GABS(SEE ..I I /-` 1 1 �1� '' I i. EXISTING WOOD HEADER. HREADED AREA TO SCHEDULE ON Sim t. MIN.SEPARATION TO CI:i55 I 1 .I (SEE SCHEDULE ON SHEET 15) T'"— I1 FOR�ADE Q EXISTING (5EE SCHEDULE ON SHEET 11) I I4 1 1 t 2'xb'CONT. SILL ON SHEET-19 FOR GLASS.-1 I. `V� 1,,1,)} t �,_} i RADESO&Q d - � PLATE RCO'b. ON HV WALL HEADER INSTALLATION BY WALL HEADER INSTALLATION L OOHV WALL SILL INSTALLATION � �— _ I I I I {---- IdIN.SEPARATION TO GLASS ' EXISTING MIN.SEPARATION TO GVL55 GLASS—.` EXISTING �—(SEE SCHEDULE ON SHEET I1) 1 (SEE SCHEDULE ON SHEET 11)""—i { 2"x4'CONht SEPARATION TO GLASS I I Y E%ICSnN�,€ s (SEE SCHEDULE ON.SHEET 11) GIlu'S WOOD PLATE 2 REO'O• 3 0 f(.. � tl� `"^�. ' MACHINE 05CRINIS.5. v .1/4'0-20x3/4"S.S. p I I I r MACHINE SCREWS W/ .I I7 USING If4"-20 NUTS I/4"-20.NUTS® 12" ( ® 12 O.C.--, I I I l• .i WALL - f r l,� I .,. FINISH OR@/ \ 1oR 15 1 OR r W COAT. WOOD 000 PLATE L—. 4 f REQro. j --; I fI ! i"Min. ( 1'Min. /! ` 1I �® � - - 1/4"0 TAPCON OR TAPCON WITH ADVALNCED � i1NREADFORM TECHNOLOGY W/1 1 1'' Mn:PENETRATION GF THREADED ALtEA 70 1/4 P TAPCON OR TAPCON WITH ADVANCED ;' `` ! � 1 �.' - SILL P EISTING WOOD HEADER, THREADFORM TECHNOLOGY W/ 1/2" s TAPCON ORREOD (SEE SCHEDULE ON SHEET 15) - TAPCON WTM ADVANCED 1-SEE SHEET <FOR TIPICAL\ kz!/2- Min.PENETRATIONN OF THREADED AREA INTO PLYWOOD 2 MIN CO THREADEORM TECHNOLOGY SHUTIER ASSEMBLY. '= WALL FTHLSN I lt,i Yi 1.l^Af f 7 (SEE SCHEDULE ON,SHEET 15) EXI511NG MIN 2 4 /" �+ STUDS 0 I6 D.C.MAX. `.PLYWOOD REO'D. W/ 1/2 Mtn.PENETRATION OF 2-MOUNTING SECTIONS CAN BE MIN.COX PLYWOOD REO'0.. WALL FINI THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO RCQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSIALLATION. .®BY- WALL SILL INSTALLATION EXISTING MIN.2�x4"SIUDS 0.16"O.C.MAX.REO'D. ATTACHED TO STUDS.IN - PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH - WITH SECTION 2308 OF THE F.B.C. 'SECTLCN.2308.OF THE ®.HV WALL SILL INSTALLATION ♦SEC UM ATIONS OF USE OF P yy WALL SILL INSTALLATION F,e.c. BLADE 1A a',sHEET 19 O p FLORIDA BUILDING CODE(N High igh Velocity Hurricane Zone EIR A. t�`'"�� @2017 EASTERN METAL SUPPLY, INC. tl1tl�T` .. �f� � 02017 TILTECO,INC. 'Li...... BERTHA HVT1A 1:L E C O ��,�. AwS,S,A, Accordion Shutter System ttv e�AD> 1 w/OR w/o RV. wirDaN manE T TILIIT TESTING& ENGINEERING COMPANY American Shutter Systems Irv.N. oescwrmox .oAi[ DRAWN Dr: L.c: Association, Inc.. , - olD ts•-Qas 7/27/T DATE-. Oi7i 717 6355 N.W.36t St.St:3M5.kips l GAIMDtS.11.0MA 331 Ni Pbone i(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No =.FS ��l?lill� �4 p44 c-m EB000B'o/iguaom West Palm Beach, FL 33407 3 17-107 S1-/�{�"� :Ly��(SYA� ,\ WALTER A TILL U' ?Jr.P.F.E. + P.E S � fy 4)R /DATE FLORIDA U.Q 44167 5 SHEET 6 10 OF 20 . INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & g HV♦ BLADES (AS APPLICABLE) MAX.- SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE(1)-ONLY -- - - -- - WALL FINISH ALL BE LIMITEO TO 105.0 psf. A.S.D. DESIGN PRESSURE BATINg. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD. FOR INSTALLATION WITH @LADE 1 & WORKING IN UNISON 1/0.'0 TAPCOLJ R F' -£Q EO --2'-MIN. TAPCON-WITH ADVANCED 4'XS"(BFJN4 EXISTING ! �11 -- _ THREADFORM TECHNOLOGY WOODf� y - -- _� EDGE(IF APPLICABLE) W/1 / 2'Min-PENETRATION - STRUCrURAL ADEQUAC'! /• ! 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM %n I l r• W iHRE/AOED AREA TO 1• PHILLIPS TRUSS HEAD / EXISTNG WOOD HEADER. TO'BE CERTIFIED Tit' , 1 {•`�` /{\ 1 ry Min: MACHPIE SCREY75 REGISTERED ENGINEER OR f !^-_ -_ _ /-EXISTING WOOD 1 (SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO -r—EO _T __ TRUSSES OR / r l E -t/2 ... '� 1/2•` RAFTER®24' J a 12'O.C. SHUTTER INSTALLATION. - Gjj!lttf �� -.---t-�- O.C.REQUIRED 1/4'0 TAPCON OR S: — _ -_ f 1 OR EXISTING SOFFIT 1$ TAPCON WITH ADVANCED / r�✓ r/; y . i j !. r ;257• THREADFORM TECHNOLOGY 3/4•M..THK. W/ 1 1/2'.Min.PENETRATION -ED EQ r a'x z + - l I I OF THREADED AREA TO / EQ r �14x3/4' , ... 4 xt/8 CONT.ALUM.TUBE 2'(:\ ! ! i S.E/S: 6063.T6 ALLOY)W/ �OPTLONAI DLISRtiG WOOD HEADER. ®6'O.C. (3)5/16 0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) 1 1 1 Or 13 or 15 / y .. •1J O - O' EACH RAFTER OR TRUSS. Or 13 Or i S 1 LOCATE LAG SCREWS AT •`• ) MIDWIDTH OF EXISTING WOOD EXISTING MIN 2'x4' 1. 7. I T MEMBER,(2'Min.NOMINAL EXISTING---'! HEARER REO'D - i OPEN HOLE- EACH GU Ss IL WIN.SEPARATION TO GLASS WIDTH) TI 2"Min: (SEE SCHEDULE ON SHEET 11) UISTINS I STUD TO ACCEPT 1 PEIIEIRP310N OF THREADED 5/t6b LAG SCREW AREA.VALID FOR �I AT CENTER OF TUBE. INSTALLATIONS WITH 72psf r I .10Y SEPARkyyCII E I MAX,A.S.D.DESIGN LOAD ANG EXISTING esv.SEPARUM N g'-0•MAX SPAN THIS SO HV WALL HEADER INSTALLATION = HE alas tsEt r cuss ro miss J 54 al 9�ET (SEE FOR WOOD IS ONLY VALID 11.Fta mADc(DA•A • -SIC=CN g¢T FOR W000 W/MIN..SPECIFIC 1 ON SHEET%S FO{ I OR© j I FOR EM OiND GRAYtt OF 0.50 AS OOUGIAS EFAJ76mk .I a4 SKEET 1.FVt A"� 1 I BtxE50h8 1 OR`CY• nR OR EQUAL. PINE No.1, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSDABLY f 2-MOUNTING SECTIONS CAN BE COMBUIED THY CEILING INSTALLATION U. HIV CEILING INST LLA N IN ANYWAY TO SUIT ANY INSTALLATION. -� MIL SEPAPg1DH r OR �.(-- WIN.SEPARATION TO GLASS SEPARATION (SEE SCHEDULE ON SHEET 11) EXISTING 11 FOR ELIDECOMO I TO CLASS FOR _ ( GLASS I � d� I I(SCG SCHEDULECUSS-- 1 ON SHEET 11)ALtEFt A I 6 1 ( 1 a ( ANCHOR 11 I 8 I I \ P WAw 1 LOCATION � ! L_..:_ EXISTING I =._7 l 1 - y/4. I 3 8 UN. #IOx3/4-HEX GIA55----I 11 ....-i ( 2'xC•6 MIN.WOOD 3/8 Mao. WASHER HEAD SEX _ I SCREWS® 12'ok DECK REQUIRED 13 OR 2'x6 WIN.WOOD l (NO FINISH 'DECK REMiRED(NO _ --- PIED) FINISH ALLOWED) Z• 1•. EDGE �-„-`_ �--.•'�"-• _ EDGE OF DECK _ '-" .,� .EDGE OF DECK _ IF APPLICABLE IF APPLICABLE _ `,.__-- _ 0:".� Y�-_-^"�� APPLICABLE _�.�-_. 1 1/4•p-2Ox3/4-S.S. 1` I 1/4'0.TAPCON OR 1• 1. 1� 111I z Min. �HILUPS TRUSS HEAD lt. _ TAPCON WITH ADVANCED lAACHINE.SCREWS. - - 1/4'0 TAPCCN OR TAPCON hWTH.ADVANCED ,,{{ 2'x4 CONT THREAOFORM TECHNOLOGY Y!/ i/4'-20 NUTS THREAOFORM TECHNOLOGY W/1 1/2•Min. 2 MIN.-----T SILL PLATE TECH TECHNTAPCONOLOGY / TAPCON WITH ADVANCED F THREADED -/ -..L•Hui. 4r W/ I I/2'Min.PENETRATION. 0 12'O.O, �PENETRA71pN OF THREADED } }REO D t 1 OF THREADED AREA TO TECHNOLOGY W/ 1 t/2'lAtn:PENETRATION OF THREADED AREA TO EXISTING.WOOD HEADER. SEE EXISTING WOOD HEADER: AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) .SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) sEe UM- g"o�f�tisE FGR. QX HV WALK—.OVER INSTALLATION UV HV WALL SILL INSTALLATION ,:u" OW FLOOR INSTALLATION FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone �d @�,••• ^� 02017 RLTECO.INC. @2017 EASTERN METAL SUPPLY. INC. IA OZ +,tGEFdg .;vy } O BERTHA N TM AccordonShKttr System A■S■S.A■ Kv. � R /o + w all`�i 'sir American Shutter Systems REV.N DE6CRIPD01! DATE DRAWN BY: Lc. d� TILLIT TESTING & ENGINEERING COMPANY 6)fis H.W.x11,:se., a 305,vuavN�4 GARDENS,rlowoA 331 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27 17 .(30S)871 1s30 Fox:(305)871-1537 4268 Westroads Drive 2 ^0s/QNo O... a �� �EITA �-m0E8 tit..0S-1 West Palm Beach, FL 33407 3 0 RAWIN 17 C1•Q7 NAL ,-, WALTER A RWr Jr:P.E. 4 P.E. SEAL%SIGiJA1URE/DAIS FLORIDA Li--6 44167 5 SHEFT 6 17 -OF 20. END -INSTALLATIONS 1 HV GLADE OR WINDOW BLADE INTO 2"x4"- MIN. WOOD STUDS— - - 2•11-"lC wow SNUS REOD. 3•.4'YN,WOOD ,r 5fU05 REO'D. (A9 N'FU Wkt) \ /F�.I CCM:Mt.w DC, r ) / �i:; > �.r Tw/'U`'W�m�bM�ID�5�.� \\ // 1`511 PI 8. / \ GAS+' /\ \ jF0 \ / �r EXISDNG GLASS ih LI i - / 1 I� NOS EXIST. I 1 DWRG CLASS, C 1 1 `` jExernNe cuss / .t� [xts,wG uss I I EEO\\ \ �,/T"PLW'Dar'� /; \ {1TO O� . TO5✓+A4.01TPLM'OCO. O"S"LE at 51t17 ro QA55(SEE 1/Ywt1TORA ELAM(D" ,/le cT•1E41L A WiL 11FIR9lt�m/M 50EAxEmSNM MYN000. Sof])t ONO(SNQ l9 fa (OCW-re)COtR: Flt✓E11 '-,%2•'wlt C0z CH:?Fkl'18 f6t 11 M BKE IDNO 11 fUi fI.UE DNA SLAOR-0l, FAT (WCAT' tfAitsme® W.1.1. ON 514T,e.FLN ' OY 4fEf 19fUR NN. HATE(1AGtE 'MNf � RN6N ' '� liJ.'16md�hT EiMFR 510E wN- i sus. 2•a15 0.CpiD.t/z•sus. _ am 2' • " ceo-nnsenDu nr�arMr�xiOR anon so¢arBRSEE W t;x FOR. OR TOsoE cowcTIML a-E f3 ©p�O m • 1 TO TRACKS t�©�-BO•�L �' O OO ^' - ro TRACKSR3- ©2 0 CSA, -@-8.0- Ca C6se3r�`Q ©•G'@`©O Q�° L�0-0 C�O d�- G.L�-53•L1 © ` Q.�-�•®.1�s,.�P �•1�`®'e3-OO'i�i= ap•s�,�•Cs.t�•,b EO'�"(�'y�"'3'{� -® END CONNECTION DETAIL 9 END CONNECTION DETAIL�/j END CONNECTION DETAIL Q O F�pN CONNECTION DETAIL Q0 EXISTING •MUNiED MY FOR SPANS GWATER TMW lY-r 3 SI1xK RFAa I/s"f 1APCON Ax01KIR5 1/4'0 17111 MCOH +IO.T(Y S.WS. -- —) . lr/,11m v ac. 1]c51n:G GW'S METRAMN O IY 0.0, Pell-.RM1110N O 12"0.. KK SWMhi'RI TO QASS DYE �; , 4 ♦ SEE LIMITATIONS OF USE FOR (L.....� tls'uiia: :gETx>r wETEET l:J 'BLADE hqi ON SHEET 19 K:T'.4t`ntn01 _.- / II KR 9lilE mNq i. N aASS(SR'.„WRIENE �—,PY 9�19 FOR - IO»oj n � -- aBAOc�Sma FCR I I uN � t t � p ---- --•' { r - _ 6..cP BQoR�oR I i `JAR Ijg,. 1 5 i fin'° •`v. ,\ !, FOR ot- I b 4 YIEW �To,L mwi 3•.e V.. +�Q� ©Q- DTAs,R[DD: W5N "L�'�f3-�J�• PLAN DETAIL X END CONNECTION SAIL Q pND CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 YILT1Eco•INC. ©2017 EkMPN META.SUPPLY, INC. UCENS� ;"9 =MiTwi E THA H TM CO N�• A.S,S�A, ccordion Shutter System H.V.HV BLADE#1 W/GR W/o H.V. 4NNDOW BLADE /r * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems a,.-N. DEScRIPTIBN DATE. DRAWN BY: L.C. R� Assoclatton, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/1-7 • � 6J95 N.W.38y1.SZ. to SUS.NRC.tM.GROD+S.:LlOItaA 3JI6 Pnnnf.:(30s)e71 1s3o.F" (305)871-1331 4268 Westroods 09ve 2 DRAWING No .-a:bit..G.nlc m West Polin Beach, FL 33407 3 EB-ss�aA►AL ENS\'` WALTER 1.°TIUITT'J P.C. 4 17-107 P.E. SAC/SIGNATURE/DATE FLORIDA V.dte7 s SHEET R 18.0E 20 1 � • GENERAL I IMTrAClAy RLADF WORKING IN TONS AHD GONDRIONc OF USE TOR BERTHe Ilso S IYU f.YAK.AS.D.DESIGN PRESSURE RATING;+110. 110 p,s:f. .._ 2.LU%.STK1TfER'SPPN:96" 3,ALLOWED MOUNTINGS:A D.G&M ON SHEETS 6,7;A6 WELL AS MOUKTIHGS M.0,T.U&E-7W�w^yOONL SHEETS 16.&17. 2� .9 ONLY OUT 3 OUT. b MUST BE UDED ONLY AT FO(iERIC OR ACCESSICASE OF OPPOSING O-04 N r� J OR OPP Y ,., GEK�.E. 16 w(�G • • • • I 5.'(A)HV WINDGW BLADE(l-h.SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA:ENO �� '•i (YI,HOLES)FOR®PER LADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE TRIM TOP OR GOVOM EDGE OF HV WINDOW BLADE 10 MAx.5 WINDOWS Y v > LP OF ANY 3'0 HOLE FOR®SHALL BE 12'. ALLOWED. WINDOW BLADE 1llP o; (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY DE HV. W WINDOW BLADE 1V y • • • • � �• • (0)NV:WINDOW BLADE RI MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O 714R000HOUT SHUTTER$WLDTH. - i�G -• (E)CL'f![FRMATES S7 ALWAYS BEINSTALLED-.ADJACENT 10 A SOLID HV , _ BLADE 1 AT EITHER SIDE.OF THEM. 'S� ' ' • (F)POLYCARBONATE IN WINDOW 4nd SHALL BE INSrALLED 50 nw TABS FACE SEE'END I$$ • THE'INTERIOR 0F'TILE OPENING BEING PROTECTED.h1V WINDOW MUST BE CONNECTION • • • • • • 12 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS, • m 4 t �A. INC.'. 10& T8 TV?. a33 - FULL HEIGHT. R; b.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME. BUILDINGS ON SHEET 15,AS LIMITED.BY SPAN AND DESIGN LOAD(SEE NOTES P Tp � n 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO.POURED CONCRETE OR..CONCRETE BLOCK WALL ON SHEETS12&13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). LL 6.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: SET.PLAN TOP&,BOTTOM REQUIREMENTS) H (y ) pp�DR + � WIND 20NE, MINIMUM SEPARATION TO GLA55 D �7f-' .. iINUMREO WIO - -- 1.THRU 3. 1' EZIsnNc.c ELEVATION MIN.SEPAWON TO GLASS CC a 6.2s uss sIf sGIIFnAE oN stir 11 ELR m�.E .._ —L7 •� ,� .Ata Wd 11E$51§FT FCiT 61ADE5 Q&:�Q� ,a , TAND W1 OR ($EE NOTE 4 ABOVE) YP \ 1. to 'TYp, SYMM RI CENTERMATES 2 t Q W/2 OR 5 AND YL/O (5£E NOTE 4 ABOVE) PLAN u; TYPICAL Q HV BLADE WORKING IN UNISON WITH HV WINDOW :BLADE CIA SHUTTER* ff�,,,•AAs.,_ T • p,, FLORIDA BUILDING CODE(Non Nigh Velocity-Hurricane Zone ,- - 02017 EASTERN METAL SUPPLY, INC. a2Dn nLTFco,INC. BE HA HVTM 11L E C O �N�. A■S■S■A■ Accordion Shutter System ' $ H.V. BLADE#1 W/DR W/O H.V.WINCIM BLADE ,o American Shutter Systems Ev.N . DESCRIPTION DATE DRAWN BY: L.C: i.. ,TILLIT TESTING & ENGINEERING COMPANY N 4,,. Association, Inc. 1 OLD 15 oes 7/27/1 DAZE o7jz7/n OY •.FLnI�LnP �V N.W.3:(305:7 153 .F..A:(305+5,1-1FLOF53 3316 4268 Westroods Drive 2 Phone:(305)B. 1530..Far:(305)871-1531 DRAWING No Lf'"• �j',,� e m ,:O ocoDool.eom West Polm. Beach, FL 33407 s 'S�OPJAL���,, Ea_ODD6T,9 4 17-107 WALiFR A.Tglf(J(.P.t> "'' FLOROA Tic.d.167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 6-. 1 1/2.0.1135'THICK -i INSTALLATIONS W„rS1'�.HV BLADE & .HV CENTERMATES �1 , -12.000•Mo.. Ain.ASTM A-653 GRADE s0 1 Min+ VIES i _ W 2 Max. 436 - INTO 'METAL STUD- WALLS 4� ^�- - 7Mn.C-60 GALv.STEED © .083 "METAL STUDS Al-f6"-O.C, .r b y 9'pQ ' _---- ®s•o.c. 40 4l ��f4'tla.NOMINAL LIMIT0 A CONDITIONS-0 ALUMINUM SLEEVE FOR BED NV BLADE ACCORDION SH1mER 6063-T5 ALLOY Lt NT r 6 1MT77KN 1AiR.I 43'a 4*D It 12 ' � SYSTEM INSTALLATION' TO METAL STUD WALLS CONT,GALV.STEEL TRACK CHANNEL.I®6.O.C. ®6.O.C. I - - G MIV A-69J GRADE ao 70n.G-60 I -� SEPARATION TO GLASS SCHEDULE max, . cavANlzEo FASTENED TO sTOos `` 1. MAX..A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) M"` - W/(2)J6.1/2'TEK SCREWS ON i. EXISTING FINISH 39^' z INTERIOR @ EXTERIOR rACE -I AS APPLICABLE ! N 2. MAX.-SHUTTER SPAN: 84" WIND ZONE MINIMUM x ASTM E-1996. SEPARATION a3c LENGTH + 1^ i MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING CLASS To GLASS n' -(SEE SCHEDULE) 4 = 1 A 0-20X3" BOLT to 4. ONLY ENTERMATE 21 WJ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 43c 1" 21 ARRANGED VA SYMMETRICAL LAYOUT. I 1 a USE (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'.6 1/4'.0.035'THICK MXn., EXISTING FINISH ',� ; r' INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF �1373*-jONT.CALV.STEEL TRACK C17WNEL I AS.APPLICABLE , CENTERMATE. o� 050• ASTM A-653 GRADE 40 Yin.C-d0 I 64LVAMZED FASTENED TO STUDS !� Y�`b W/(2)f6.1/2'TEK SCREWS ON INTER,OR&EXTERIOR FACE i`p 6.O C '0 6•O.C. ' N�$ - _ _ 1/4'0-20 THREADS ., *f BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 114"0 ELCO CONSTRUCTION 'w a 1/2' 38 CENTERMATE.21 APPLICATION WITH BLADE 1 0 O PRODUCTS FAB-WOK HD 43b 1 1/2•.0.005^THICK w VARIES ® 6" O.C. Mtn.ASTM A-653 GRADE 40 x TAB71;- COMPONENTS Min.L STUDS S=V.AT STEEL ," -.1 MS -WALL -HEADER/SILL INSTALLATION METAL STUDS AT STEEL O.C. Mirt .. I -EXISTING FINISH AS APPLICABLE SCALE: 3/8= 1• 1 (TYP. TOP BOTTOM) 0.035'THICK Mln. LEXISTING CLASS ASTM -65GALV STEEL TRACK CHANNEL, _ _ _ _ _ _ _ _ ASTN A-653.GRADE 40 Min.G-60 SYMMETRYCAL : GALVANIZED FASTENED TO STUDS X•' I I I I i i i ' I I SYMMETRI'CAI:, ' '~ '1 MIN.SEPARATION VARIES , i W/(2)@6.1/2`TEN SCREWS ON I 43a 43b 43c I I CENTERMATES W/ `'CENTERMATES W/ ;, TO cuss 2" 1 I c 'oR&EXTERIOR FACE •.EXTERIOR ACCESS SIDE—, ; ; INTERIOR ACCESS SIDE I; (SEE SCHEDULE) M 4 --- ------B'^-�.'------'---- IN 3 (6"Min.) - _- -- _= 24 - --- - - - - - - - v - - -- - __ -- a - 12 ---------------- --------- - -------------- ---- ----- , 2} ----- --- ----------�-- -- ------- -- - _ ---- --- a)42 -- - - « « 2) 2 2 LOCATED AT 12 1 - - -- - ---- - ---- - ------- = - --- - - - -- ---- - --- - -- -- - Hv HEADER/SILL ENDS VIEW Y -- 1 35(6-Ivt)D.) 24 I SIDE CONNECTION TO TRACK �___ �_ 3 1/4".(TYP) _G 1/2'(TYP•)---- I �7^ 7" G.I/2•MAX.SLACK ** _ (coot') H A BLADE SLACK DETAIL HVF H/C FLORIDA BUILDING CODE(Non Nigh;Velocity Hurricane Zone' 11d a ti� a201?TLTECO,INC.0 02017 EASTERN METAL SUPPLY,INC. BERTHA NVT. o p , ' Accordion Shutter SystemA S A iL EC O INC. H.V. BI-ADE#1 W/OR W/D FLV, WNDOW MADE TICLIT TESTING& ENGINEERING COMPANY American. Shutter Systems ICY.N. DESCRIPTION DATE DRAWN Sr. L.C, '� 6355 H.N.36IA.St.St -_`09:NRCJNV,O4RODI5:,iLOR1U 331 Assoctctlon. Inc. 1 OLD is-085 7/z7/1 DAM 07/27/17 ATF A N Pha.,:(305)971 1530.Fax:(305)871-1531 4268 Weslroads Drive � DRAWING No ' ,t AC9(�7- +t� j� . co.rR«°o°Isom West Polm Beoch, FL 33407 s �j 7 �J OJPA.�cQ.�V.TYIv4rTT���S,,y+t WALTERBA."UUT Jr.P.E. 4 .. /�•1 O! Pl. S�F1CC }ATt7RE/DATE FLORmA Lk:i 44167 5 SHEET 6. :. 20..0E 20