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HomeMy WebLinkAboutProduct Approval -FL389-R9 • i . - t ' l.: ,,,:.:f.r.','.?.:.'trl,fil.,z'i:Rq?f,:?. , , , .,..... __ „,_ i -- 1 ,''.':.;.,; II•p,-, , I ' LtiiYifirq_Ff-5'.T.) '71--Tidi*. i.'.011.6.1j't;, 14-1NOMTi. , , • ._...._,•..!:,... ..--._:,...;,....... ' . ... _ _ 1:-...--__,—_—_,......:,:—... '• . ! ..,,... ..._ ..,:::, , 1.-;.,.........,La.....:.,....—i ../-puntnow ,licio WSW WO ovimors letINTAATOSIT BCIS Home , Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications , FSC Staff BCIS Site Map :'Links Search 1 ._.,_ dbalg)r .„.., ;.,,,,,,Product Approval • ,.. USER:Public User , P:r-Y=.:r.:•. , Product Aonroial Menu o Product or.4 ponconart Seareti>Opplication Lis‘o Application Dotail , FL389-R9 i ------'' ' Application Type Revision Code Version 2017 • Application Status Approved Comments.' Arthived U. Product Manufacturer American Shutter Systems Association,Inc, RECEIVED Address/Phone/Email 4268 Westroads Drive West palm Beach,FL 33407 (561)209-8263 NOV 0 5 2018 bfeeley@easternmetal.com permitting Deportment Authorized Signature Bill Feeley .; St, Lucie County Irodriguez@easternmetai.com i 1 I )4' Technical Representative Address/Phone/Email • CL, I 0 Quality Assurance Representative coAddress/Phone/Email i LW Category Shutters I Subcategory Accordion ....,0 1 ....., Ligati Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Talk Jr,P.E. 'I the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute I Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr, I li.,?i Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.'.INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE,PDF• 'I FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC„INC. • DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1),PDF FL389.R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF'INDEPENDENCE,PDF . .„. Referencer1Standard and Year(of Standard) Standard Leos ; ASTM E-1886 2005 ; ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 • Equivalence of Product Standards Certified By 1 . Sections from the Code 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 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)forstorm protection 108 Limits of Use Installation Instructions 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 Dy:American Test Lab of South Florida Inc. Design Pressuret,N/A Created,by IndependentThird 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 AMERICAN 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;1-1V3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,=64 psf.See sheet 5 for other spans and ASD pressures. - I • 389:2 Bertha.HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only (Non-HVHZ)-Drwg 17-107 (top and:bottom)for storm protection Limits of Use -Installation Instructions Approved for use in HVHZ:No 'FL389'R9 [( AMERICAN SHUTTER SYSTEM.ASSOC, Approved for use outside HVHZ:Yes INCH DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM:PDF Design Pressure:N/A -Verified By:American Test Lab of South Florida Inc. • Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0".for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 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 NV 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 Instructions Approved for use.in HVHZ:No FL389 R9 II AMERICAN SHUTTER 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 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT'EVALUATION 'REPORT:PDF Created by Independent Third Party:Yes (Brick] t rn Contact Vs::7601 Blair Stone Road,Tallahassee FL 32399 Phone;050-4137.1824 The State of Florida Is an ANEEO employer,Copyright 2007-2013 State of Florida:::Privacy Statement: Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request;do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have anyquestions,please contact 050.487.1375.•Pursuant to Section 455.275 • (1),Frorlda 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 emalls provided may beused for official communication with the licensee.However email addresses are public record:If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click Jere. 'I Product Approval Accepts: GENERAL NOTES: 1. BERTHA N.V.ACCORDION SHUTTER Sr51EM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (5th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BESNSTALLED 010THSSHALL BE A DIRECTIONALITY FACTOR d OBS.USIINGAS PER SECTION IASC�IID AND SHALLHE ABOVE nNOTDCODE,FOR A IX EXCEED THE MAXXMUM(ROD.)DESIGNic WIND SPEED OUIRED By PRESSURETHE RATINGS NDICATED CTION WHERE SHUIItH WRL TABLE OF CONTENTS ON SHEETS 11 THRU 15. 19-&20. • IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)& AIA BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE-THESE W/LOX.(AS0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CDm1.60 WAS USED FOR VERIFICATION OF'FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEIOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE A5 PER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE Sc WINDOW DETAIL -IHY BLADE 01 #0214.01-03,#0715.01-03, #1004.01-05. #1214.01-05,#0317.02-06,#0509.01-ID AND#0210.01-11 AS PER TAS-201,TAS-2D2 AND TAS-203 PROTOCOLS AND ASTM E-1666 AREA 2: NV BLADE©AND HV WINDOW BLADE -4 AND E-1996 STANDARDS(MISSILE LEVEL 0,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-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER IAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HY BLADE®AND ITV WINDOW BLADE ©. ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL,LIMITATIONS AND CONDEMNS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-61, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#1412.75"AND#1411.75'RESPECTNELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND.180 I sI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA NV DACROSMIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE ITV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6(J63-T8 ALLOY IS 30.0 ksi AND,35.7 ksi FOR 600.5-T5 ALLOY. - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE SEAMLESS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET' 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS1 304 OR 315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FADE 0: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD N BLSHEET 16 FIV BLADE C)&Q WORKING IN UNISON:12. 13& 15 INSTALLATION DETAILS S-IL,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 B. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS-A U.S. PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT #5'455.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE GIA ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE.CONTRACTOR.TO VERIFYTATE 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 WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VIABLE PLACE WITI1 WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS-HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL FN AND MD - AREA 4: WINDOW BLADE()ONLY ONLY CENTERMATES AND ENGAGE OR.LOCK ALL MV AND HD LOCKS. 1I.SHUULK,MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. . 12.BERTHA H.V.ACCORDION.SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN IRIS DRAWING PLUS ANY BUILDING-AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:.T.e.WHERE THE STTE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONDITIONS TOBEDETAILEDRESPONSIBLE DOCUMENT.TH CONSTRUCTION PURCHASEHAT N IS THE CONTRACTOR'S INCLUDING LIFE FESSA SAFETY IL OF THIS PRODUCT, BASED ON Ems P.E.D.,-PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WELL BE CONSIDERED INVALID IF'ALTERED ER ANY MEANS, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R:)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER-OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE PLO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. (e)ORIGINAL R.E.D.SHALL BEAR,THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD'THAT PREPARED R. . •04 v, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 111F5S+�.c%.TIQ.... it' . 02017 TILTECO,INC. RO 2017 EASTERN METAL SUPPLY. INC. - \\,d��''CIEN,94-••;:9 z� BERTHA HVTM z A S S A Accordion Shutter System 2 ' ILL IE C O TNG. . ■ . . H:V: EXAM#1 W/CR W/O RV.1MPIXW 9AOE x ' �OIA I'U� * TICCIT TESTING & ENGINEERING COMPANY Arnarican Shutter Systems pN.No OESCRIPI10N DATE DRAWN BY: LC. I '0 At LLB»AAA v 7:, \ Association. Inc. I OLO 15-085 07/27/17 DATE: 07/27/17 - \ 6355 NW.05th SL.Ste.305,51801501 0450.715,110565 33161 r Phone:(305)871-1530.Fox:(305)871-1931 4268 Westroads Drive 2 DRAWING NO DAC '•.`�F6ftIC)a�' d 0-mol:GpecoOool.cpm West Palm Beach, FL 33407 3 _ 17-107 SS/ONALtw;,0l', WALTER 5.1UJT1JJr.P.E. 4 FLORIDA Us.I 44167 "5 SHEET. P.E..S;Fttf51FNAYURE/DATE 6 ' 1 OF 20 ].TSR MYA09 sear© VARIES 1.4.1' 7 C ay, 2 r, 197- - v .• of MO.. '�n � °'019: to O' o ni ' 0.4 4' ... 2.1.. ,091 fa ..... 4.71• -t J ,,5 --- -J...3,1: I 4.385' _i = �' J 0 •1 ays,. • 4.999• li, ✓. .3 5' � ()NV 90'%180' STARTER t•HV SOLID BLADE 3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ COVERED UNDER US PATENT >p 5458179 QUALIFIED FOR USE W/ HV BLADE 7O HV DIRECT MOUNT HV BLADE.® 1® HV WINDOW BLADE' 6005-T5 ALLOY AND TEMPER QUALIFIED FOR (�TEMPER USE� W HV 61163-16 ALLOY AND TEMPER .SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY ELLOY A ND '37" r 124• of 6063-T6 ALLOY AND TEMPER 1.500' I \c. .670- b. 6 a' 3:556' n I __ - .99i• Imo' ...0' I .670' 2.726' �^ c g R ‘1,,;-[ '0 1111 '" ..^il DD- I D.D a 0 HV ADJ. ADAPTER W/LIP --1.920 T75' 6• OUAL.IFIED.FOR USE W/ HV (CO HV WALK-OVER TRACK i=ce ®HV ADJ. FLOOR TRACK BLADE O OUAUFIED FOR V E W/ Hv HV TRENCH TRACK -I , 55' 3.7 0• .6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE VI/ HV QUAUFIED FOR USE W/ HV 6063-T6 ALLOY.ARO TEMPER :BLADE`J ONLY. ( HV RAINGUARD. BLADE '' 6063-16 ALLOY.AND TEMPER QUALIFIED FOR U' E V7/ HV 6063-T6 ALLOY A 0 TEMPER VARIES ':Ell 1.•36' BLADE T 1• 1915• VARIES 1.936' 6063-T6 ALLOY A D TEMPER • ___ 1.917• - i of `�• t., 1.7-1 mI t To, o r.083' 083' mIIN�f"83' o I. c WT -1193' o R . 25"�I r T- mir � `t t. - `�• hm 561' , 670 a .093" ,19 .•I .I pp I0 I�i060' I ': - .060• - .. L §I • mi0,p1 1.686' I ' 0".. 3.529' ' ....1161 7v 3520' i L 1 HV HEADER/SILL 13) HD CEILING HEADER/SILL __3,529-�` 11 HV CEILING HEADER � C � L O IFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/'HV BLADEUQNLY QUALIFIED FOR USE W HV BLADE 1 (RND WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER / Q SEE SECTIONS FOR VAUO SEE SECTIONS FOR VALIDITY. QUALIFIED.FOR USE W/ HV 6063-T6.ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE'Q1 ONLY. 6063-16 ALLOY AND TEMPER _X.., T COMPONENT A 8" 71 12 X ! Y I l y M?L X MN,Y MN.l yI 2' 111.125' r- 1. I. 0.082' 1 2r s'MAX. 1/8' 1/8' I ' 3' 3' 10.090' IB 2 S MAX. 0.192' 0.192- _ 1® SIDE ANGLES ` _______:_to_.... '-,---- L_.._..- (�; CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES .ts. 2.5• 7'MAX.I0.190'10.190' uAUFIED FOR USE' W/ HV BLADE Q QUALIFIED F06 USE W/ HV , j BLADE Q 6053-T6 ALLOY AND TEMPER BLADE I ONLY. e j 2' 5 MAX.I 0.139' ,0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I ,. M�iew,,,,,` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; It11111',`CF k Ti ---- ( 2017 EASTERN METAL SUPPLY, INC. 4 r! 02017 PLTECO,INC. 40,�a� •.......... ._ BERTHA HVTM •`, L`�ENs$ 9 / ` A S .S A Accordion Shutter System �L. 'I L I E C O N C. . . . 1. ITV. BLADE#1 W/OR W/0 RV.All, OW WEE ,i American Shutter Systems. REVyNc DESCRWRON DATE• DRAWN Pri: LC. 41;71(./1/.0 i* TICCIT TESTING h ENGINEERING COMPANY Association, Inc. 1 - OLD 15-085 07/27/11 DATE; 07/27/17 •: TE()fasss N.M.3Sl( SE,Sm,305.NUM.DAMN%n.-RaA 33,66 DRAWING N0 ?O,0 1•F ,..,,.(t..\1.' Phone:(305)871-1530.ro.:(305)871-1531 4268' Westroads Drive. 2 • r (agIQR,(,� ((.. ... a-mw:wl.roowl.eom West Palm Beach, FL 33407 3 17-107 --- / VA01' WALTER A00TDLT19r.P.E. 4 /ONAL 1 --- MORE%Lin 1 44187 5 SHEET - - --- - - P.E'SF.4iIpONE/DATE_ - -. 6 - - -,2--0E-10 -= • 4.860' :,•" 4.57C I 1/4.-2041 ' 1/0-20 NE CAST I .A." 293 1 scLIVE.A0 a ! THREADED 808004ENNitEL 114,20, — • (2 TTP.) L•" *".."-1 g THREADED r•O,C.CAST.u.u. )77...), 8 . .-., I 1 1 4-2' i :814 ....., =. BAXED PAMED .1 - b 4.1 Tsk p I I .., to„o. , ,...,1 L 'I. l', • r§ -11....„,.0- - 0 4.. v Zi SP .318- mu t 9.1.‘j-I^ I ' '..; . I 1.. I.. F:7_ __„,i,z,! - . a . or BRASS CYLINDER al BRASS CYLINDER -- 4 80 ink le 8005 1088090 (CHROME PLATED) 0 pit CENTERMATE ' ., - IWAINI '? -1 , - ..,,.. illiBI z,.:. MATEO) QUALIFIED FOR USE WI HV BLADE 0&8 ONLY 9 HY FLOATING CENTE8MATE_ ,z,zr ,....,6:01_1..525- , , o• -"". A I • 111111k^I @ HV LOCK 0 HV EGRESS LOCK 6063-16 ALLOY.AND-TEMPER OU IED FOR USE W/ FIV BLADE(1.)&LA)ONLY A,- .023 -675"I QUALIFIED FOR ySE W/ HV 0,..A,ONLY. BLADE 0& ONLY,QUALIFIED FOR USE WI HV e 6063-T6 ALLOY AND TEMPER (13 V CORNER CENTERME BLADE CI,)& r , QUALIFIED FOR USE WI NV BLADE I ONLY — zso"O.D. .61B" .618' 1 " 6063-T6 ALLOY AND TEMPER PLASTIC HEAD _,Ti- .,---ri,r ,,_,n_._, 2... MOLDED 111 o,,, ,.., 11 re__TiT) _4:4 45" .79" 27 r , qtalyi , ...... Zi W I " -,360"AFTER RIVETING . .21 '01 *?- 11 \ j CJ ,..4 ,e, .0„. BEFORE RIVETING '''' ''', ,i.. `$.' 1/4"0-20 x 3/4" \ `8 ',-:- I S, THUMOSCREW 1/4"0-20 RIVNUT* al ‘,.= • ., ,:-. 1 , IIII S. ..i_ - git ,c....L __71_,--, *SORES 9444 ALUMINUM(2024-13 ALLOY)LARGE FLANGE THIN -— -!2.. . IIMI• 2 : "T" LOCK SHEET NUTSERT,PAR!'I 0020.015 MANEV UFACTURED AVDEL PLAN FRONT ELEVATION 476,„ HV MALE "T" LOCK CENTERMATE , 4.58CO" AV: CHERRY"UMW PAELOPPENY.Now JERSEY 07054 OR EQUAL. @) LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(.i')ONLY LZ% HV FEMALE "T" LOCK CENTERMATE ® l'IV 0 MY ALTERNATIVE LOCK 6063-16 AUAND TEMPER"-' *,-, QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE IV HV BLADE("D ONLY DY QUALIFIED FOR USE W/ HV BLADE ONLYONLYBLADE(2)ONLY. W/HV BLADE'T . 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPO .).,.9.17 1.9,27_, 3.161 . -A5" f f/ n_T- 1 s F-- __ .1 gi 4. 0...x. „. . . 1 I °A 16{ 1118M0111RN CYLINDER OR 214" :9 • , .°6•3 .062' ..,1 . UI 4 P MEV CYLINDER ...IS. :-') .214' •"="t — • ( HMI Yir2 I -;-",\ ; - triLti5 .1 ..,,,, . j i .,.,,, Allialli - 'r2 . II =( i' 2 ''';' a • 1 , ,. •"g0.875-1,6,.. , . g :.:, ° A i4 1 .125Mox. rDI el 0. :111I a ' (,33 ND CENTERMATE W/ NO OCW ROD # HD CERTERMATE W/ LOCING ROD QUALIFIED FOR.USE W/ HV BLADE CO& A QUALIFIED FOR USE W/ NV BLADE 1 I&02). 6063-16 ALLOY AND TEMPER # HD CENTERMATE'S INSIRT Hoe , 6063-T6 ALLOY AND TEMPER . '8 --".. ........._.._•—•=1)== . VARIES, 12`MIN. QUALIFIED FOR USE W/ ITV BLADE(1)&(1-41 ' . - ..... .--.. == ix 0-2a 5.5 OR 3/13-4-IS 1 1.30' 6063--T6 ALLOY AND TEMPER I ' ."Flpii7 .._......iTtIUMBTURN ACCTI4.THUMBSCREWS, • 01/2' 0. 1 1 ..fw.—...... CYLINDER 0 MS DEWS) _ mom INI CYLINDER 1.57 Min 1.7 li 138-Hex. '8 @ LOCKING RODS ,R 1.-.376•15 1/4'W ( ) MI LOOK QUALIFIED FOR USE W/ HY BLADE Crlp L---"W 6063-T6 ALLOY AND TEMPER HV 3/8"0-16 ACETAL .HV 1./4 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Z,, 4.5?INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ NV BLADE 0& (13 D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED.FOR ygdyi Hv BLADE(1) QUALIFIED FOR USE.W/ HV BLADE 0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 00'ktik k 7144---- 02017 IMMO,INC. ©2017 EASTERN METAL.SUPPLY.INC. oit .........„. ,,,.. BERTHA HVTM . . I „ ...... ktEN ••••! '.5.4.i. . ASAccordion Shutter System INC ..-1._ ....._ = • - 4 ; . • I ILIECO . z , •„, t, q ' 7 .S. .Ali HY. BLADE#1 wfoR w/o H.v.WINDOW&ADE *i i" %, TILUT TESTING & ENGINEERING COMPANY*it i . American Shutter Systems RCV.11; 1050101110N DATE DRAWN 80 L.C. ! Association, Inc. t QUO 15-085 07/27/17 GATE 07/27/17 ''0 1 STATE oE i i MS NW..38th.St..sm.M.•ARODAA CAROG+S.fLoROA 33048 .'/'.. , 44. Poona:(305)871-1530.Eo.:(305)871-1031 4268 Westroods Drive 2 ' ...,:„Ea.,..L.A0Forp, 8.,100 ni...ithiri!...,,, West Palm Beach, FL 33407 3 DRAWING Na ..:....'•4,,,..4,ti% CB-0006719 1 7-1 07 WALTER A TRIO N.P.C. - P.;..%SdeitgeNt4RE,AATE FLOCCIA LIc.1 44167 -r,- SHEET SHUTTER ASSEMBLY SCHEDULE FOR 1— - HV Q HV A 3/8"0 1��J 1O HV BLADE 1 41 %3 4):47-11 �i016lAOE N. '.P CE 0625' / E lA` .1875'31-. =EzY�F i ® HV BLADE 1A" )117.= ) -IN WINDOW BLADE ,.0625' NFFTON X-X: •0625 .0625' ® HV LONG RECESSED NYLON BUSHING du "�Hqn 1z y , KNU�aa--) 4.0 OPENIN. .0625 1875' V Y V ( Lt35. 6 0 HV SHORT RECESSED NYLON BUSHING * `• 1 1 Ell 0.N;I ) I 1..(ON FIAT PORTION ' ® NV WHEEL CARRIAGE AISI 302=303 SERIES v •r7, ,, r x 3 0 .4•P' . 40 �1 XVti./.: ��oz.B7sD I 0.870"x3/16" THICK NYLON WHEEL. �' 1 �0.188"0 AISI 302 SERIES S,S: RIVETS __.�. 1 =315eNI 2 7/8"MIN. Nv wlNaovrSEPARATION 03.0", l BETWEEN .0625'• SOU' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * I BLADE -0625' p01 8-... EXTERIOR ■L L ' 71 •— f 3[4• �3 HV 2 3/4" ACCORDION PIN WI #8 HEAD * L U 47r OPENINGS UN CENTERS:if oN Y-Y 7500' 21/4' aXTFRiOR aEVA1KiN ® POLYCARBONATE IMPACT RESISTANT NV WINDOW I o: SI• T CLEAR TYPICAL HV WINDOW BLADE g AND I I• 3 i� . POLYCARBONATE HV WINDOW DETAIL @.� . G:)OR ) ® or ®3I illN.T.S: (SEE NOTE FOR • Ii REQUIREMENTS) I ! @ OR 0 l + *Pe Y.AR:6 h•1_ I PA, 0 51 ANT HV WINDOW. I ! BAYER MAKROLON 3103 POLYCARBONATE I --. I RESINS, UV-STABILIZED GRADE OR SABIC * 1 V PIN_REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR q 3 I J I LTo BLADELBOTT ME INNOVATIVE PLASTIC LEXAN 103 RESIN uul��nn HV n HV ' Hn angr._.- i 0.OR ® i (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® NE10 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV OR n� 1O �� HV 1 BLADE. POLYCARBONATE SOURCES FOR TYPICAL SHUTTER ASSEMBLY t EXTERIOR A RmnT N,T,S: T1'PICV.PROPa1185 STANDARD www mot (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT • HV,PIN®oR as AT, t REFERENCE woos °°"`a°"° " EXTERIOR Newanor 5103 wInw�, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HViQ 00.324" .41 ,3 BLADE'S KNUCKLE. : BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 3 SS (SEE NOTE *FOR SPECIFIC GRAA15 MTV 0792 0.043 IU/in 0.043 mr ,0487— Q �'•0REQUIREMENTS) FuECW- TYP. i t I TENSILE WELD.STRENGTH AST,0638 9.400 psi 9.500 Pei. ' (3) HV PIN © OR ©3 W/ 1/2" 0.D. '1/16" THICK S.S. WASHER I I 1 F5EXO86.51RENC18 AT nag ASW 0790 12,500 P41. 13,103 RAE J FLEXURAL n ( l. 0013.US AST,0190 340.000 p.,. 3.5.000 Pa SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ''e>, lI 'I won SHEET O I. NOTCHED 1200 AS10 0250 10 71,11(v. o FT-19/1n BRF m/SKIS c1.9ACIEBIEI S: WHEEL CARRIAGE DETAIL $60HE OENSRY A580 05843 41.2 0; 645 0 MVI N.F.G. ASSEMBLY LAYOUT RATE OF'BURHO:G A510 0635 C-.1 CLASS C-1 0kS "5. SELF 1018018 AST).01929 1040•F 980'F E'rATISBIBG� ASI,G15S TEN58E 5/58/85191 AFTER WEATHERING ASTM 635 9302 p.n.i 88.0 p.1- (0 HV BLADE SOLID & HV WINDOW BLADE DETAILS RMSEE STRESS BEFORE WEATHERING 151,638 8461 8580 pAl. N.T.S. giJ�3iAFgii,,,, ,'''E E4�A T!�(/j`c_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, IE3+/ ..CENg .✓ T 02017 TILTEcO•INC. ®2017 EASTERN METAL SUPPLY, INC.. F BERTHA HVTM. , : t. /i L E C O I N A S S A Accordion Shutter System ■ ■ ■ ■ H.V. BLADE#1 W/0R W/0 RV.WWDOW BLADE `.X5/35 ^.) $' TIILIT"TESTING & ENGINEERING COMPANY American Shutter Systems REV,,N. DESCRIPTION DATE DRAWN BY: LC. v�.•.,."(17Q1f3� 4L 4, 6355 N.W.38th St_.Ste 305.VIRGINIA CARDEN%1.0ROA 331 L6 Association, Inc. E OLD 15-oos 07/27/17 DATE: 07/27/17 1..<s ....'........-'cIPr EE3t Pnon,:(305)871-1 3 �;Fa::; 0• w 0•@,. 0a.a155°.07.-.,.4. 0, .0 0 (:). \— 2 �, 0, /� r--��•g55 *NOTES ON HV LOCKS AND CENTERMATES: . itiop / 1 (0)•@`4.....4-'13°"1.-41.MANDATORY CONDITION j1 ONE FIV LOCK or SHALL8E USED'AT 1/2 OF SHUTTER SPAN FOR ANY SPAN • 1 OR 17.'ABOVE.ORB OW 2 OF SHUTTER SPAY FOR SPANS UP TO 105",ANO TOR INSTA TIONS T ANY l ELEVATION. HV LOCK or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO LLIJ OR U 1 - -1 b 1 �17A CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON t O O I 11111 TYPICAL SHUTTER ELEVATION. 5 q 4e.16�� \ I I ' OPIO f WT ON Jt: IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HVlr + yIAI .fie .LOCKS ,R_ 'OR Q-§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES IJor. •y�•• I rOR®SHALLBE AS INDICATED ON NOTE(1)ABOVE. •'VV LOCATION OF LOCKS SHALL BE AS INDICATED-ON TYPICAL SHUTTER ELEVATION.- -08_ K. _�V-y 3. OPTIONAL CONDITION #2 Q/ALJD QNLY WHEN MANDATORY COND(iION-/1 OR 11MIiED MANDATQRY GOND(TtON �' IIw. j 42 IS USED W/IWO H,V. LOCKS),LOCKING RODS•6 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY r-0o>:25 R 6 0X00.(5J. "may Ma S BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS5O OR AN ALTERNATIVE DEVICE f MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). $ � I I ' 4. MANDATORY CONDRIDN i2:ONE HV LOCK @ E3 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 2 t 1 I pAND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4or��SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, B .1I ATTACHED TO 19 CORNER CENTERMATE W/(2) 1/4,0-20 x 1/2" LONG FLAT HEAD S.S. MS. TWO LOCKING RODS D�I Xoc-XvcI AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i AI MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. gb O AN3&i, L 5:FASTALTERNATETO MANDATORYf�NONtON11VALDIYFORHVL ( W MCTFS I Pi OR AL ;ONE ALTERNATE HVLOCK�C MAY BEUSED IN LJEVOFHVLOCKm or�5FOR SPANAND13g-4g INSTA CATIONS AT ELEVATIONAL NATEOCK MBEUSEDAS AN INSIDE OROUTSIDE LOCKATTACHMENT t xOp-Ipy_ E � I = OF 1/4"0-20x3/4'S.S. THUMBSCREW TO J OR CENTERMATES SHALL BE MADE W/ 1/4"0-2003/4'ALUM. / ) `�" oi£ Ra g3RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2,OF SHUTTER SPAN OR TWO / =e gg LOCKS AT 1/3 OF SHUTTER SPAN. 1 , 1 I II6.MANDATORY CONDITION �3 FOR KEYSTONE MOUNTING INSTi1Ll.ATIONS: ONE HV LOCK 6 or�a ar® SHALL BE 1{ I J _ ___ 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 TO.96",AND FOR INSTALLATIONS AT ANY ELEVATION..IN LOCK(0 or 0 or®MAY BE USED AS AN INSIDE OR • 1 1 i • 1 1 1 1d� OUTSIDE LOCK; ATTACHED TO®or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD SS. SEE END I .. a M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS SOS W/0 CONNECTION I: � \ I OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON Q. 01 ©• ©, Qr Q• 0 Q.Q. { . 0. 0. 0' 0, ` 1 SHEETS 10&18 v HEIGHT 0 v.FULL ' t *NOTES ON HV "T" LOCKS AND CENTERMATES: • _____• ONUURED AVIV, - -��` '. OF CORNER 1• SECOND ALTERNATE Tb MANDATORY CONDITION 41 VALID ONLY FOR FN'I'LOCK®.AND CFNIERMATES¢�AND� :' CENTERMATE -ONE ALTERNATE HV "1"LOCK 0 MAY BE INSTALLED IN LIEU OF HV LOCKS(OR F FOR ANY SPAN AND 11 2 wag.o•®-®0R®.R T O.,ii) \ 1 ALIATION AT ANY ELEVATION. ALT RNATE LACK® Y BE USED AS AN INSIDE OR.OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION- KV., SHEET 9,WHICH MUST BE 10. II.137' i, 1��.(OR CONNECTED TO.CENTERMATES®AND 03 W/ 1/4'0-20 x 11/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32" ©,V,� �©�(7�• 1b WINGNUT OR•W/ 1/4"0-20x1 S.S.MS.INTO A 1/4"0x 5/8"-RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" lJ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODSS3-3 TOP AND BOTOM IS MANDATORY. U`00t9'0'.0'(L°^g•@ *NOTES QN HD LOCKS ds. CENTERMATES: 1.HD LOCK.(34 VieHD CENTERMATES4i OR 32 W/at: ONE ALTERNATE HD LOCK(I�MAYBE USED IN LIEU OF TYPICAL 11') HV BLADE SHUTTER q..4‘•ELEVATION HV LOCKS ••OR 2�9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK f)4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HI)LOCK 0:4)TO®IS WI 3 0.x 3/B'F.H.S-S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB-H141 AND.HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS 0IS COMPLETELY OPTIONAL L1.011°;'fp 11,�jJ-i FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) 1111\T`y��` E •--c/71..:. 02017 TILTECO,INC. ' ©2D77 EASTERN METAL SUPPLY. INC. s ''':��' / BERTHA HVT., Ti` (•• -�-' 1 / li ECO 7 4c. \ A S S A Accordion Shutter System ■ ■ ■ ■ H V. BLADE#1 W/QR W/O H.V.VY11•DQW BLADE -! / American Shutter Systems':, - F:]' : TICCIT TESTING & ENGINEERING COMPANY Y eEt'•N, DESCRIPTION DATE OATS: 0 Lc. Q •. 4 ,0` 6355 N.W..101h St..Ste.305.MR0YNIA CARDERS,FLORIDA 33100 Association, Inc. 1 OLD 15-085 07/27/17 OATS 07/27/17 ;,''f.••;E(��jf)'P �, Lr Phone:(305)871-1530.Fax:(305)871-1SS1 4268 Westroods Drive •2 - - sp/'� '•/�•^r`... IY a—"'aa'Vilec*Oaa'com West Palm Beach, FL 33407 3 DRAWING.LNo V/OVAL• .°,d111 WALTER AC11LR1Jr:P.E. 4 - 1 7-1 O7 • P E„SEALJS1G TURE/DATE: '1 DASA Lie.if 44167 S 5 OF 20 SHEET . I --CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED--� CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS r'i/4"m-204/4"S.S. -, MACHINE SCREWS CONCRETE REQUIRED , - f/ (SEE SCHEDULE ON W/t/4'-20 REQUIRED � _CONCRETE ANCHORS �� __ Q T E1 A Foa aNE(6EE uSllMiND Qom s+sDE1 1) I�_ v /-SHEET 13) NUTS 0 12'O.C. 1tf ` (SEE SCHEDULE ON SHEET 13) I _ 1. J/ 1',,, } �� •_ �Min.� ._iJ{'C-20z3j4"5:5. F / i Min. 7", 120R`4. EO--EO- MACHIN[SCREWS ,) -- -'-EO•I EQ- , I ••.. L E- — USING 1/4"-20 NUTS yf2. J ,� i/2"r 4 r 0 12'O.C. 1J2 �'� - :HU .250"MOx. 1' .. .h'-i jF��j. 13 1 T„,-'•,:-.:-.7.......,-4.--1 _ Lj, --13 OR t -.250' NNu 11 'it. '” :i .0 .250'Naz. 'r 0 r-, r �tp''�j�7 1 " Naz. I ED.• iaea?33� i i , ` r E D j' NII N`N, ._� ggyy yI {{{ i OPTIONAL 1 _ ' r \ L.-I J 'i I i �/iir 1:1 `a -OPitOt7A1. I (i h 'FI( IN D (SEE i i, ' MIN.SEPARATION TO GLASS I i! o 11 FOR 0O Cgl,.co mEst 19 MR � GLASS-'r--(SEE SCHEDULE ON SHEET II)_'"`_._ , EXISTING Hume,*®+ r MIN.SEPARATION TO GLASS I I T V GLASS-•T A (SEE SCHEDULE ON SHEET 11) , .i "Y EXISTING Gess-` — HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION }IV WALL HEADER INSTALLATION + KEYSTONE EXISTING r--' } , Wm,SEPARATION TO GLASS Illi 11 CLASS i i,ay gp 1�l ♦ 0 EXISTSIC_,,,i1111 111 (SEE SCHEDULE ON SHEET 11) ou Tz , I I OR l ,_ MIN.SEPARATION TO GLASS GLASS i I (SEE SCHEDULE ON SHEET 11) al mflS(10 rrn • �my , .� ' 1 agEsoks y� Ip EXISTING 1 �,."OPTIONAL i(ii {' Lx1 C.LA55-•-+ , E 0.•. i4 n `ild r'.t £ r /4"Max. ^ }}}���Try ryry}}p�1{E L�OPTIONAL SMpII{ }j y rill `-_ t 3 OR 1 S E. D.• f G:. 1111_- ' i i iE, 1 .,.,, _ Ii•HN• 2J 1:"'"i"-----77 �iS��:N. d:i � D+`• L ' � }I1� iEii E I r r. j I 1 / .. Min. -- I "' 1/4'0-20x3/4'S.S. r. .,-,7--,7.. ® et EQ EQ EO ! OR 14/. .PH2LIPS TRUSS NERD 1/4.0-20x3/4'S.S.PHILLIPS LIACHINE SCREWS US1NG L CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS - -CONCRETE ANCHORS r r�•t 3.R 18 /'� tfa'-2p NUTS 9 12'0.C. (SEE SCHEDULE ON Wf 1/4'-20 NUTS tl 12'O.C. j/ ''.12-- (SEE SCHEDULE ON SHEET 13) r` r t Mi). POURED CONCRETE SHEET 13) POURED CONCRETE_! `tr OR CONCRETE BLOCK OR CONCRETE BLOCK- --I-----.1---4-2-1-, C-,oNCRETE ANCHORS REQUIRED WALL REQUIREDA HV WALL SILL INSTALLATION (SEE'SCHEDULE ON (DHV WALL SILL INSTALLATION POURED CONCRETE-./ SHEET 14) OR CONCRETE.BLOCK WALL REQUIRED () NV WALL SILL INSTALLATI N EDTF FOB0OMBINATTON OF SFCTIONs: INSTALLATION DETAILS W/ 1=SEE 3itEET a FOR TYPICAL SHUTTER •E.D. =EDGE DISTANCE ♦ SEE.LIMITATIONS OF USE FOR `I I�I. N V B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE e ON SHEET 19 2-MOUNTING'SECTIONS CAN 8E COWERED (SEE I f�F1 i,1(. CODE(Non SII ,/ IN ANY WAY TO SUIT ANY INSTALLATION. liliflT I.t '�/�l �q FLORIDAOR A BUILDING 1 INT 7 EASTERNVelociLYSUH rri Nene Zone) \1,•*' • •' ✓ 02017 TILTECO,INC. ,a ���EtUSE'•:,'=, A ■A.S.S.A..A. RTHA H'VTM / ccordion Shutter System `. iILiECO INC. \ !i H.V.HN, ELAM#T WloRW/0H.v,'WNOCW BLADE ;1;1% -,r r • : American Shutter Systems REv-,•,_NA DESCRIPTION. DATE DRAWN.BY: LC. •'Q�.i TILUT TESTING-$ ENGINEERING COMPANY Association, Inc. I Oto 15-055 02/21/17,DATEt O7/2�/17 *.. _l•ft....- 4.7,,,l` 6355 Taw.360.St..Sts-303.SIM,A GARDOI8,FL-ROA 31166 4268 Westroads Drive. z =� (� 0 .1C PNorte:(305)1371-1530.rax:(395)871-1331 .-DRAWING'No � J4 ti a'E -00097,19 m West Palm Beach, Fl 33407 - 3 �YT�n/ ,ti'i a `EB-000571R: 4 17-1 07 ;'^•• WALTER A T1LLR Jr.PSE. �"rrr•rrrisrr FLORIDA lic 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE, --- • ....__ . . __ •______ - --------- • . POURED __CONCRETE ANCHORS „ I EXUPING um sfPARANON I CONCRETE (SEE SCHEDULE ON SHEET 13) 1, 10"Ph"(sT ' 0 OR or - EXISTING ; T HI) REOuIRED :St5E0AE EN 04EET 7 11 FM RAW 9)A60 N If g GLASS---1 -ISEE=HOULE 0 r 1 !. I//,.••.• ,'„ .,7'117,/2,;77--"/// TA 7 ' 'n't!'" t. .It. ‘ ..srp4,00oN I TO 0A53 11 . : ;• ,4. SWEET ix) ,6 .6 -, . A • . GLA.SS I ii, .' • ratsa 009:6.1.3 II: 06 SHEET 19 ,f. ........' .t ' . . .... ''' i . ...... : ALTERNATE- ' It t 47 . EXISIING,/ i ", 1 ANCHOR GLASS , LOCATioN ',Ft YI 316...„, I pu #,..3/4-HEX WASHER HEAD . ,. , .. .., 41111111W II 0 f-- • „„„ .0. ; 7„.7.-1EX SCREWS C.12'O.C. riCill 6111.111 ti Lime Ha i 0' : 1.—..3/8 LGN:""ir'' CONCRETE ANCHORS . . (SEE SCHEDULE ON SHEET 13) ''',/,.'`,..” EO 8 .. • . EXISTING ' ,"I I/ STARS . //'/. GLASS—, 0' iftSTAR IF 1/2 EDGE 0 7 1 ma sEPRIAMH .;I, I, ro 0,03.(sa ii' POURED FIAT HEAD CONCRETE—ANCHORS CONCRETE CONCRETE (SEE SCHEDULE ON SHEET 14) --i•7,i'VE one - ' ' REQUIRED REQUIRED CN*CET 19 MN ' 1 OR g.coNcRETE ...'E.0.1, E.D. _FLAT HEAD CONCRETE ANCHORS' ; EIVOESID0 8 ' REOuiRED * (SEE SCHEDULE ON SHEET 14) A (DI TRENCH INSTALLATION VAUD-ONLY FOR UP TO +70, -75 PSF A.S.O. 0 HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER S HV FLOOR INSTALLATION t SCHEDULE #3, SHEET 11 0 HV CEILING INSTALLATION kat SEM:WM TO MASS CONCRETE ANCHORS CIASS--/, • wn SEPARAllet, 0 (SEE SCHEDULE 1347 • i 10 wss --(r 5500 II) •r , I'll I i:41 r-- ! I : . • SHEET 1$) , , (SEE SCHEDULES .°..°MITAPPERau'Lle‘jAmc:m044044s'AmaN AT DUET II) 0 EXISTING ........_ / EXISTING DOSTING--3 \ FAsTmgsTECHNOIDCY 04.1/40 POWERS 1/4" GLAss UN.SEPAIMU.TO GLASS , GLASS-, MAX. GLASS --Mc Sfx.00642 C6 55464 11: 0 1 3/4"laN.DIDEDIRENT 0 ir -4, 604A1 ON V II) laN , °4f DC A'436-°"SPANN% 111- - -1 7,1 Hi • In . .. . . . . , . .0 sr,;;7;.`,TET1i1:1,s,-ZIN 7 i , 01 '/ 1 : {woc triv.)(SUE WEE 4,ON,,/,,, • -1 SHEET II FCR UNITA•... , 3/A. L r.,.. 1 Pili• (D °R 0 , D.* r.,----. --.- #100/4*HEX E.,f,a,.. , , '' '. A- .. -.' WASHER HEAD ,...--/ / , II , CONT.sEALANT-----,'' ,.....,„___ Ar t -I't"--FA ri.Ili:1-. 1.r7 1 I ' TEK SCREWS , — . • ' • _ 4 „Z-0 12"O.C. I,/ 1 ..• / ' f0 !1.; " ' ".•,„4,.. #14x3/4' HEX HEAD*/ '. ..... • ,, 1' .. • .11, -.. 2.,.":,/,;'1I'',1' TEX SCREWS 0 9"0.C. i g il I• • 1,i '. - -.',..*••.1,./.*-'T,;.-:\_....1/4•4-20,43/4"Ss us OR 1/4.0-20 S.s.M.S. CONCRETE ANCHORS ),,, # x3/4-S.D.S. 1...II / ,/ :17-!../IIII'.. USING 1/4"4-20 NUTS w/Nur 0 9"0.C. (SEE SCHEDULE ON -4: 1),/ A I - - • . ,•:. V atiliri. II 0.® L--7-3/‘ c v 9-'`'..- :4 411141111111111 11 144:.-1 . .; ' „•' ::'-4.0,!-'.;,%,:"/ 0-12'0.C, SHEET 14) .4 ......------, 1y2 •' .' I Z ..., .\ * .„ ',1'.1:•/;'-'' ,---- 4 .1 ..1 1 0"C) 1/2'.1,,. x- 1 _..- \,.... ,... •• • .. " ,_77S1114C NON STRUCTURAL >• , 2.00"MIN. i •. '1-• ED. ALL TRIm.MECORATNIE SILO -66/ „• 6" '6'1 7/8....6=666/1 9/82.) APPLICABLE ' if\ \ \ ',...514.3/4-F.H.S.O.S. \ • MIN. • PEAlING CONCRETE . ,• . REOustro • —CONCRETE ANEIHORS. ' SEE NOTE 13(o) .: I • POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CO'NCRETE..\ s-SEE NOTE- 13(h) . •• • ON SHEET'1 OR CONCRETE BLOCK SHEET 14) _ REQUIRED ' OR CONCRETE STOCK REQUIRED 0 KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED CONCRETE ® NV WALL FLOOR INSTALLATION ® 1W WALL WALK-OVER INSTALLATION ......4/LSD.OESESN PRESSURE:464:72 TNT VAX159.04 SHUTTER SPAN 8.60" REQUIRED ()HV RAINGUARD INSTALLATION t Era • t THIS INSTALLATION SHALL BE NOTE FOR COMBINAMI OF SECTIONS) *E D.4.EDGE DISTANCE • REMOVABLE WHEN PERFORMED ADJACENT TOUR OPERABLE DU • SEE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE'SPECIFICATIONS ON SHEET 13) OR ENTRANCE• BLADE CA 0N SHEET 19 INSTALLATION. DETAILS W/ 9 HV BLADE ASsEmBLY 2-MOUNTING SECTIONS.CAN BE COMBINED .004”/A/..„,,,,,,,, IN ANY WAY TO SUIT ANY INSTALLATION. ile" .0 A. r# ---, FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone. 1 0.............1/7'1, • 02017 EASTERN METAL SUPPLY, INC. 02017 tiLTECO.INC. BERTHA illAtnA ,t. r . ... , *"0".a-..'' *Rea,- iAccordion Shutter System : ---r-- ilLiECO INC. AN S.S.A. H.V. BLADE#1 W/OR W/O H.V.%WOW RADE American Shutter Systems Irv.No. DESCRIPTION . DATE DRAWN NY, Lt. Iry l's-',i,,tigitICO :.ft,, i TILLIT TESTING & ENGINEERING' COMPANY Association, Inc. I 'OLD 15-085 07/27/17 DATE: 07/27/17 7- A'..• Opt lock ,. c,.44,/4Y' 6355 N.W.3606 Si...Ste.305.IARCNIA GARDENS.MONZA 331E5 111<59....,''' ' Ar. t'. Photte:1305)671-1M.F0A:(305)871-1531 4268 Westraads Drve. 2 DRAWING NO % S/0 ...... .1 t ""*.• NAL t , O. e-enittEt tiltetoOttol.coen 17-107 ED-0006719 West Palm Beech, FL 33407 3 ."-o,...,........'.. WALTER A.NWT Ar.P.C. 6 4 FLORIDA UT.#44167 5 SHEET R.5,, SEA,OIGNATURE/DATE SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 18 *SEE NOTES, ON/..460C,KII.,....:16..ollx...,RODS C1.,HO LOCKS*or Of 90' :ip ie. , 1/7"" INSTALLATIONS wi (iD HV AND ALTERNATE NV LOC%D3 ON SHEET B. OUT IN -EXISTING GLASS **BLADE SLACK DETAIL IM IS VAUD FOR AU. BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WITH BLADE(j) OR 1._,3 SEE END WALL CONNECTION ‘C.)'13)*nEt*@cme>03,4 i-EXISTING GLASS DETAILS ON SHEETS 10 & 18 , 1 10'0'0'0'0'0:Ow i ri0 rxrx,r,.._, • 1 0-0-.0-0-O.@ / I "4' 7' 6 1/2" _ 7. (6063-T8 ALLOY)ALUM. • i SYMMETRYCAL mat.E.wire 1/4'D TAPCON; ' 1 1/2" CR(1:: .O. 1 OPPOSING ; ,, ANCHORS TO CONCRETE • CEN ERM TES ....,.* [ CENTER ATES oorveorssa)a, \ 1 MIN.SEPARATION . 1SALS.0 12T 0)110v1/2"SU-S.TO TUBE (1063/4" LGHT. W/ HV LOCK. ij; or Z.* 1 w- HV 4 K P.,2 .r .:" (SEE SCHEDULE TO GLASS AT EACH ANGLE.(TYP) ‘--' 0.C.FULL EN ON SHEET 11) elL4 IN W`. la 1.3... i ell ih„. I .......... I IP it ; ; 1 - 1)) cer• •: •i L I 1 __ Ss.,,. — ii Ctor, 9g_ , . 0 _ jaigr, 411%, -. ,----0 , 191p1111111410r (--3..) L.,_..3.1._:_. . ... 0 / . .,..i --- 'Illiry '---- * 0 oRO0RO.0.0,NO.0,,R \--414 r,49/ — 0 S.. T,* HVB (2)-' OUT (* .. % HVC HVA i0..(3-(D-0*RDC1.0*1 [—EXISTNG GLASS r.POURED CONCRETE OR IDIEgREZ EILOCK WAIL my EXISTING I Om 0)•ODFO•11:2j1 IM i SYMMETRICAL - IN _--o-To----e---u-o-.1)-00- r-------- .,. „. MIN.SEPARATION IGLASS •(Dm 0.°mai•0 IVEXISTItie 0011r... c.,--\ ' CENTERMATES 0`0'0'0"10.0°' (sErsgtsosuLE 5 .t.__ s-' '...--..f_.1 GLASS A, `-. z....p.ILk.....0-- / OPTIONAL F \ -@,0 * INTERIOR) 0.Ow 02.0.00.0 ON SHEET 11) MIN. SEPARATION , . TO GLASS @ ' @ \6i, , (SEE SCHEDULE IN OPTIONAL "--\ ' 41 oR 1:D•*-0 111.111111.111111111 .;:.: .n •.- ,f-• ON SHEET 11) ' (INTERIOR) 45."\ 4* 4. .„,, f OUT iipPr „44±111 Ail ., ,1111111111 . i--- -111PONWINIMigh V *it; 7itiv, ..... ...i /An tif11. - • 14, I i f 1 4 10 0' 2'1 oPi- * .,.___ ,,,,„......? i mr lik liEt Allii' k,--. 7-0—\ ," '1.!.4 LA i s o is•iiiii I ir•in e 0•K.m ii e wAii r•I um m m iiril is ow rim imu ii . OUT . t 6 1/2"MAX.SLACK iink4111..V"' 111,,r OUT HVE.,_ (EXTERIOR) HVF_** ,, ...,.40 4,) HVD " 'Z ' s -I,VA it rit4'-- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' ilt,i,ziN................. /2:".., 02017 DLTEcO,INC. 0 2017 EASTERN METAL SUPPLY, INC. BERTHA Hifn, - 1 i14' : ilLIECO Mc.\ I ! " Accordion Shutter System ANSINSINAN. H.V. MADE#1 Wi'CR W/0 RV.WINDOW 9-ADE :* / ets) • ' American Shutter Systems REV.No DESCRIPTION DATE mom BY: LC. . '.. IS".. 0(1/6,-..- it,. 4 NWT TESTING.k ENGINEERING COMPANY AssocletIon. Inc- 1 OLD 15-085 07/27/17 WE; 07/27/17 "4. .'", i •1,,. . 'V$ MS ti.W.atth.SI..Ste.305,VIMSti*OMEN%FI.DROA 331ts ='t,,••. Olitt) ,,,v, . Phone:005)871-1520.Fox:(305)871-issi 4268 Westreacis Drive 2 ...........• DRAWING No 42-o,06 11.1065000'00,0 West Palm Beoch, FL 33407 3 --%j'/Otilat tvtV Ile te-coovni 17-107 ...„. .... 40 WALTER A,mutt Jr.P.C. 4 ".......wwl,' FLORIDA LTD.#4167 S SHEET _ __ P.E._SEAL/SIGNATURE/DATE- . -----------8-0E-20---- ---- -- -_----- __ __. _._ - -- __ ' ALTERNATE INSTALLATION W/HV "T" LOCK 3-00, HV MALE/FEMALE "T" LOCKS CENTERMATES @ , 0 & LOCKERS 0 W/Q HY BLADE * SEE END CONNECTION DETAILS ON SHEETS 10 & 10 INSTALLATION%+ ' () HV BLADE OUT4A [ IN ,-1,..., tXS ALG BASS *BLADE(14STACK DETAIL NAT.INDICATED ON SHEET 8. W/ HD CENTERMATES , 0 . 0 � AS HELL AS A5'ERSAL(.001150 0LAD00 OCTAL 800-019, ®°'6(�•l l'Da 1)•®" MDICATED aN t 65 SHEF7, av NE HS Wsot »Ia ALTERNATE RETAILS ON WALL COTS NE0 & t( 1TO �3�a0•@'Q`�« msrnvnoN onN, c SNovm IN TNrs sNEEr. SEE END SHISS 10C18 4,, , .... ....... (DUOS-T6 ALLOY)ALUM. I o, , ®*— * co* NP.40 0//1(5)'4' //1•.08005 s/B• I } 80000115 O/OTIO NFSL (aPDOilAL} G. ono.) - L-- (gnea/r�/s a�tusx No.3H•SAS.0 Ix• - I AT EACH ARGIL(RP) 0.0 FULL LENCM. * IN (4)N.Y I I N (4)NY. ®S _ _- iso S m$Ht or -.,, 34 HV "T" PINS(TSP,) PINS(TOP.) ', ./ t- . LOCK (INSIDE) 1 �1 �1�� _',u,• n �i 'l (a xs`n°0.i 1� Ir— ar - ►u, I AB«Tt�I0�1� ~ ��I►�f7 kik * * rill°- AggiVariall- 1 ,,ij __ Me:. �+ / „'r `+�3I 31 oR 2 ax 31 oa 0(.6. 1 oR L(� �' ` ia`7 ED rt OUT ® ® Q 35* , Q 1/4" 0-20 x 1 1/2" S.S.M.S. (oP 0.0 *.SEE NOTE s TOR Nv LOCHOUT HDC-10C ®• f=4 W/ 7/8"0 x 3/32" WINGNUT; (oe* HDH-HYB �� -T•LOCK.ON SHEET 5. �* i COSYMMETRICAL H► NT.'M• ES ti'",/HV "T" LOCK {OUTSIDE)-` l`. SYMMETRICAL NO CENTERMATES W/ LOCK (IN_TERIOR) f SERIES 4..4 AUJ005 0 HVG* Wj,,,l * LACK {EXTERLQf31 �` / (2024-03 ALLOY)LARGE RANCE INN wOm�•0,-C>0.0- SHEET 0510045.PMT j 0020. 10,C�l w©,�oy�,©cp AS MANUFACTURED DY AADEL CHERRY V� 00,PANSIPP20 07050.NEW JERSEY / 6 Q 070540RE0000. /,/ •®•©94®' •1°' © © SN .rr*SEE NOTC5 ov Ammo Roos(t)A,140 0 LO4044.oN SLEET 5 All {� /5-0-.. **)44,1 .nsAIING WA3OETARNN a ,14*- ). 400 TOR ALL CEMEAMATES APRLIGMlNS WISH BLADE O '+ HDD•-HYD•* FLOATING STACK )Nraai� 0".503,A. tj FLORIDA BUILDING CODE(Hon High Velocity Hurricane tone; 11 `•,..• •.•• J�. it 2017 EASTERN METAL SUPPLY, INC. V V `f.C �,• p2Dt7 TILTECA.INC. ,Tti tVg BERTHA HVTM A.S.S.A. �.; o.V . ,. ii Accordion.Shutter System -- 1 I. E i w c. Hy. 6UDE#1 w/ce wjo x v.wiraxw st ` va = American Shutter Systems - ` J TILLIT TESTING k ENGINEERING COMPANY REV.No DESCRIPTION DATE DRAWN NY: L.C. ,tN 0 p ,`.4 v Association, Inc. 1 OLD 55-085 07/27/17 DATE: 07/27/57 • •0• i R, L�/ it 65'+5 N.N.36Lrt 50.010.305.AtRCoM GARDENS.rtoaa05-753 53166 ;f. ? Phone:(305)871-1530.Fos:(309)871-1531 4268 Westroads Drive 2 DRAWING No Sf NAL'- \ p1 a-rnoa:t,t uooLcGm West Palm Beach, FL 33407 3 •- 17 E8-0006719 17-107 N 1+ :--...A Sr Ss WALTER A TAUT Jr.P.E. 4 SHEET iAAArr 4 - E2aRIDA Do.If 44547 �. — P.E. SEAL/ GNATURE/DATE_ -- - -- - — — — ---8—-- 9-0E-20.-._ • ---. POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR ,,- OR CONCRETE 7—OR CONCRETE „, / OR CONCRETE ,\ ,._. i 1 ..-*-.... CONCRETE BLOCK WALL V . BLOCK WALL REQUIRED t .. ---- ,,,,,,; ,, / BLOCK WALL REQUIRED --7-- - - BLOCK WALL REQUIRED 1.? ;"-',., ,;” REOUIRED .. ,, ,.. ' " . . , 7/ !EXISTING GLASS ' EXISTING GLASS. . ,, . . . ,• ....- ;".:•—• , -I) ' , . / ;., / .....1.---2-INN: EXISTING GLASS CONCRETE ANCHOR' /.• /—ExISTING GLASS . -' J. .,/ . t ' / -> ... ,,,,' f— ...._,„ .. `L.L. ----- •- 1--,,r, r_,/ > , 0 16'0.C.— ., ,/ .2 .,- -—j"—'I) SUrARATION ‹."--/ ' ' .,---2•••mai,,..• , ' 10 CRASS(SEE ,/ MN.SEPARAITom -;'''''T . NTN.8EPARATION . , MN.SEPARATION , „ ; SCHEDULE ON SHEET ! , .' EQ ''l' EQ /• TO 1225$(SEE ' , - , / 10 GLASS(Sri . .' TO GLASS(SEE 1 , ' 1 ' • 1 I FEB LIADE,0 AFLO ' ,,, / SCI-EWIE CN SHEET • / I 'I itr ;•' SCHEDULE CII SHEET " . SCREW E GIN sKET 1/16-x3 MAX. ON sHEEr 19 roe 1 / , II FOR ELAE613)AND i / . '' . ' It FOR BLADE(DAND (6063-T5)CONT. 1 ELADEs(3)3,et .-..— IT FOR BLADE 0012 ,ON SHEET 19 FOR 1/2" j r 7- /i---\ ON SHED'19 FOR OFI S'EET IS FOR ALUM. CLOSER , (LOCATE AT ari. etAncs 0s4(7,) PLATE.(LOCATE 1/27711 . • I i BLADES(D&0 BLAm 08,6) Efff8T SIDE Nik- '1 AT EITHER SIDE ' •1 i I I 1 1.1.-• . I OFt,)) .1. MIN.'-‘"i I • -1 . I 4.USE 1"OR 2'MAX. .1 kligilli • ,.. OF C)) I 1/2"MIN. I ..11' (AS APPLICABLE)x2"x1/8"x0.-r 1 iiip. ____,,,-1. , i I -1 , , ri-, _ __,, i. ll,„,„,,2.s.11.s. #1091/2"S.M.S....._/ r4",), _ ., ....,` 0 16'O.C. ,, ALUMINUM CUP ANGLE 0 16'O.C. •‘,"Ali4, — -7--". 0 1.7,111k.' . (6053-T6 ALLOY)AT MIDHEIGHT lintiiik, 1 IW, , C)_A' irk,,,, ... -,/ , (1) /100/2'SACS.To®& \„.• 'N (2)1/4"D TAPCONS ANCHORS TO / , -- ,,, I0-1 \ SEE DETAIL x FOR_ a SIDE CONNECTION OR ( '‘ 1 WALL AT 1"0,0. (LOCATE AT EITHER SIDE OF 0) 0 OR 0*'• 1 0 OR 0*'', SEE DETAIL X FOR-,/ 6 OR Os'‘,, TO TRACKS - SIDE CONNECTION .. 14)-0-0-0-®-C)'fi3- SEE DETAIL X FO- 0 SIDE CONNECTION 0.43.0"0'60"0°' ill, 0.0.Omt:) -037r• 10 TRACKS .44.0.0,.C -(ID.0, Q9*-6`*©•&°(1,3'0"' TO TRACKSo-e-o- o•-@-(2)-43-e•o- col•e)-e-o-e•e- c).®•o-o•o•co- 43-o•o-o-o-o- o•c)•o-o-o,o3- a®-43-o•ci.@- (D.@-o•ap-o•o- (D•to-o-(D-o•@- o3-0-o•@-c-}-o- 6-o-o•@-(:).©- c).@-(:)-o-(3-4D-o•e ®•,@-(-.1,43-ogo-o.e a co-o•.@-(3-9-019 O.(R-0.ID-00.6),,,,..@.0 END CONNECTION DETAIL® END CONNECTION DETAIL 2) END CONNECTION DETAIL 0 END CONNECTION DETAIL® I4. REQUIRED ONLY FOR SPANS GREATER THAN 12.-0"I c-POURED CONCRETE OR , • ,-, /--EXISITNG CLASS / .. CONCRETE BLOCK WALL EXISTING 0 ,,, REQUIRED „ f,- S 4 -1 • . _________ . i 1 ok.4.ams. ., ...._ ;I —..,„ /1 '; . , ./ ,/ MAT.SEPARATION .: 000/2”S.M.$.1.-. 1 , , ,- * 16" /1--3, __ .„.- --„,;,-...3,...,-,.-3,- • Mitt SEPARATION .' SCHEDULE ON Sr.al . TO GLASS(SEE \ ' ' <7 ,--- E.,)1,„ 0 oR0oR 0 OR - L._____-- , 11 FOR WOE CIAAD CONCRETE ,,,' ,1/2'NON. SCHEDULE ON SK.MT 11.m,,T 3.............-------i a)OROOR 3 OR C?) . , , • " ON SHEET 19 FOR ANCHOR 0 / `, mi / 11 FOR ELAM OAND . , ' SATES(D&0 it 0.c./ .' I ON SHEET 19 FOR ,- CoNCRETE-,-\\_ ANCHOR , / ..E'0 atik& 1 0 OR CO 1 : 0 15" ' - .- 1/2 MIN. r..,. . -----7 .' ---- .Nr .•-• ..,- ,1,4;•1"iik. , / ...' _1/2'_MIN _ _______,_ 'I 1/2 mut ., t y , ,..,'&_ __ ,,-'' / / ., . Ed ORC)OR 0 OR L. 2"MIN. . Ink \ 1 • SEE 1.11.91ATIONS OF USE FOR . ---III . .„, ----""\-.---1 BLADE 0.5 ON SHEET 59 • OOROOROOROOFQ VIEW V ., ,,. r 1,47., ., . , . 0 OR itr'',I ?LAN , DETAIL X C5 OR 0*.'N ! i 4214.0.(>0'0°<)*Cit' END INSTALLATION L POURED CONCRETE OR N'. ; 10-0 N••N:OS.(130.0'0.6 CONCRETE 8LoCK WALL \ 0.03'0.0'6'0' REQUIRED ®.® 0'13'0'0" 0 HV BLADE OR 0HV WINDOW BLADE INTO \_19•0•(3-0.0.43- 0•@-(3.0,0•43- CONCRETE OR CONCRETE .BLOCK WALL. @•(?).0.0)...0.(2).. ,,,, 0-43)...@•@.;'03.@ END CONNECTION DETAIL 0 CD.@-.ID.03-0'03)'qIeirin,7„QpINECTION DETAIL Lp) .6,0 ,,, ic -7, ,i , _ FLORIDA BUILDING CODE(Non High Veieeity Hurricone Zone) qD 2017 EASTERN METAL SUPPLY, INC. 0 40--,••---- ----•e IL 62017 MEMO,INC..... ,oulity$"--. ,..1.. BERTHA HV`TM .,. _ : , , ....,.. A.S.S.A. Accordion Shutter System IILIECO iNc,. \ 441- *,• / REV.No DESCRIPTION. DATE DRAIN American Shutter Systems H.V. 81-4°E#1 W/°R Wl°RV.Vitt‘D°W RLADE .12 I'd' tP ? 4 TILLIT TESTING 1c ENGINEERING COMPANY 14- Association, Inc. I OLD 15-085 07/27/17 DATQ 07/27/17 A 1 f,,,,,,b,_ ..,A 1 ' KA SUS st,Ste.SOS.vmotwiossmars,'nom,2116c ,--tl."' niu-./...o. ,,% "55Phone:(305)971-i 530 Fax:(305)871-1531 4268 Westroods Drive 2 ,‘ .. .... ANT a- DRAWING No West Palm Beech, FL 33407 3 --"L-..f/ONA..1.. t,i(W,(14P o-rno4 tittoosoOnoScom 03100013719 4 , 1 7-1 07 WALTER A.SLUT J.P.E. . . poRIDA,pc.I 44167 S '. SHEET RE. SEAL/SIGNATURE/DATE . ____ ,_ - - ___ __—6-- --- -------- --'—--10-OF-20-- -- -' — -- - SCHEDULE #1 SCHEDULE #2 SCHEDULE (!3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" NOTES;' (ft.). FOR INSTALLATIONS WI OR "L-' (f t.) FOR OR "L-" (ft.) INSTALLATIONS IN5TA ATIDN_LEgE1 D • CENTERMATES ® & ® or or INSTALLATIONS W/ 4'PO NG )y 71i,,,4121 t 12•,:I CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FORA GIVEN W/ ONE H V LOCK ® or ® or or CENTERMATE . •I & & r_n W/ ONE HV LOCKS MANSORY POSfTNE A5.0. DESIGN PRESSURE RATING. HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK � or ® or ® OR ��' W/ NO LOCKING WALL A.8, C. 0, E. Ni, N, O, P', 0, A.S.D. DESIGN PRESSURE RATING.L-i MAL AlLOwABLE SPAN FOR GNEN NEGATIVE CENTERLOCK 280 V// 29 W/ ONE W/ NO LOCKING RODS ®' RODS ;� MOUNTING F, K & L R. 5, & V. F LOCK 30 V!/TWO LUNG (SEE NOTES 1.it) (VwD FOR MOUNTING Ali, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35+IT[O��P�S&i_BOTTOM TITSEE SHEET 7) FLOOR/CEILING G. H, I. I1. I T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONC�RET EI WOOD'INSTALLATIONS 0 CONCRETE&WOOD MOUNTING & H K�( CONCRETE 1unMUM "M""w INSTAWMONS V "' m. INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. ,,5 0 5(0 wp4 susen - woRe SuRr DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. " � WALL MOUNTING FIDOR/CEILING P woes WALL uourmrTG °mU� FLOOR/COLING.MOurmN6 GIVEN A NEGATIVE P.S.D. DESIGN PRESSURE RATING, 97 MOUNTING 0'0.) BOOR/COLINS WINING (401 OR - DETERMINE MAXIMUM SPAN "L.-- FROM SCHEDULE. f•OR-) (•On-) (•OR-) F1 (T) I-MALL MOWING l t (N) I L-91) L t (R) L-DI L. (ft) 0-U1) CT (N 0) 0 MAXIMUM SHUTTER SPAN "L+'OR "L--'FOR INSTALLATIONS INTO WOOD: SHALL RE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES` 76'-0' '16'-0° I6'-0' 16'-0' 30 I6'<D' `I6`-0' 30 16'-0" ^I6_-0' 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L-'. 35 14'-10' 14'-10• 15'-2• 16'-0' 35 14'-10' 14•-10' 35 15'-2' 16'-10' 40 13'-10' 13'-10' 14'-2" 15'-2' 40 13'-10' 13'-10' 40 14'-2' ,5'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13-1' 13-t' 45 13-4' t4'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 ,2'-5^ 12'-5' 12'-8' 13'-7' 50 12'-6-} 12'-5_ _50 _ 12'-3'_ 13'-1' MOUNTING INSTALLATIONS. LOGMNG.SPECIFICATIONS W/ FLOOR/CEIUNG MOUNTINGS: 55 I1'-10' 11'-10' 12'-I' 12'-11' 55 1l'-10' (1'-10' 55 It'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION (12 FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE e 11-4' 11'-7' 12'-4' 60 11'-4' 11'-4' 60 10'-2' '10'-11'- NOTE #5,SHEET 5. RATING: �� DETERMINE: 65' IO 10' i0'-10" 11'-I' 11'-]t' 65 10'-10' 10'-10' 9'-5' 10.-I" li+- MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'^6 10-6' 10'-9" 11'-5' 70 10'-6' 10.-6" 70_.---.-- B'-9• 9-4L2+-.___ - L2+-. MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 TO'-l' 10-I' • ,�® -.- 75 _ 10'-1" 10'-1' 75 - 8-9' tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 9'-10' 9'-10' 10'-0' 10'-9• 80 T 9'-10' 9'-10• SPAN"L+'OR "L-'AND MAXIMUM AS.D.DOSING FOR A GNEN NEGATIVEA.S.D. DESIGN PRESSURE 65 9'-6' 9'-6' 9'-9' 10'-5' 85 9'-6' 0'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 g'-3' _9'-3'_ 9'-5' 10'-1' 90 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: ,,._ 1- CONNECTIONS TO KEYSTONE MOUNTING Li-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. g5 e� Bp'-9' 9'-2' 9-10" 95 9'-0' 8'-9" LIMITED TO +64,-72H T 7, AND 8'-0" SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 ,�' ,I' 9'-0' 100 8'-9" 8-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 B-7' EMBIESEill1112111111 105 E-7' 7-I I' 110 8-.4' 7'-7' 110 8 4' 7'-2- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 a-2' r-3' 8'-4' 8' — •115 8-2' 7-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+'. '12+', -"AND -1.2-- 1 0 LU-T120 8'-0" 6'-t1- 8'-z• 8'-9' 120 8-0' 6-19' (4) CO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7•-10' 0-8' 8-0' 8'-5' 125 T-,0' 8-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10' 8•-I' 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR (35 7'-7" 6'-2' 7'--9' 7'-9" 135 7-7" e'-2" WIND ZONE SPACING. 140T-5• 5'—„• T—T T-6• 140 i•—s" s•-11• ASTM E-1996 SEPARATION 145 T-3' 5'-9' 7'-6' 7'-3 145 7*-3' 5'-9' TO GLASS 150 . 7-z' S^�T T-4' 7-a' 150 7-2' ' 5'-7' 155 EIIM 5'-5" _7'-2'- 6'-9' 155 T-0• 5'-5' 1 THRU 3. 1" 160 6'-11' 5-2' -T-1' 6'-7' 160 6'-I I' 5'-2' 165 6'-10' 5'-1" 7'-0" 6'-4' 165 6'-10' V-1" 170 6'-9• 4•-,i' B•-i t" 6'-2' __170 B•-9' 4'-11' ........175 6'-7' 4'-9' 6'-9'- 6•-0-V 175 6'-7' 4'-9' CO180- 6-6' 4-B' 6'-B ' 5'-10" 180 6-0• 4-8' HV BLADE 185 6'-5" 4-6' 6'-7' 5'-8" 185 6'-5' 4'-6' 190 6'-4' 4'-'5" - 6'-6' .5'-6" 190 6•-4' 4'-5' 195 6'-3" 4'-3' 6'-5' 5'-5' 195 6'-3' - 4'-3' ' 200 6'-2' 4'-2" 6'-4• -3' 200 '6'-2' 4'-2' 205 s'-1 a-1 6-3 s-1 205 6'-1' 0,-"IrN'""u7.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ,�L`~ fi��C/ z ©2017 EASTERN METAL SUPPLY,PPINC. '1 `�4 N ENS' r�,•_ 82017 TILTECO,INC, BERTHA Hv �., z A S•Acordion Shutter System iz r *", / I I L I E C O INC. \ .S. . . H.V.ITVBLADE#1 W/Cit W/D RV.IMMOV RALE -p•: Q,�" ( i TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems KY.No oESCRIPRON ' DATE DRAWN Vs NSD./LG.' fl //�- ,./i 'Association, Inc. , OLD 15-085 07/27/17 DEC 07/27/17 4V Y� 055 RR.lent se.,Ste.los,%%sow CNMHS,npiw 33140 n F t 4 Pnone:005)071-1539.Fax:(305)871-1031 4268 Westroads Drive 2 DRAWING No 't 4�'•r�}aRl� 'r YYY �- .5 cne�e000L�o West Palm Beach, FL 33407 3 17_107 ..‘,9, V 140NAI t�v0'. WALTER A. J,.P.E. 4 - `'^.. ''' ---- -- FLORIDA LIC.¢44167 5 SHEET — -_ 'P.E-SEAL/SiCI�ATURE/DftTE — _ 6 _ MAXIMUM ANCHOR* SPACING Fin,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN A.S.D. DESIGN NEGATIVE PRESSURE RATING ANDA CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCPZIE, ANCHORS SPACING LEGEND BLOCK tNSTALLMNS POURED CONCRETE (SEE MOUNIINGS A,8.C.0 ANO7r ON SMSET 6) POURED CONCRETE/CONCRETE BLOOC. TAPCON OR IA WALL MEADER.�MODUUNS ®WALL HEADER MPUNTINC D WALL SILL MOUNTING 0 WALL SILL�1OUNRNC C&F WALL HEADER SILL TAPCON WITH ADVANCED MspAN l �,} W/C7) U W/�- (�WALL HEADER MOUNTING W/Qo U' W/0, �"7 MOUNTING / THREADFORM.TECHNOLOGY (ft) Asn.cam NEG808E.FW 94195(cN 650.DESO1 tudsvc Rama BANG(P#)AUL EMI KIM RffSSURE HMG(p1(k6n DOWD IE01158 99 5055 Ram(pa)ASO:EMT tEfiT5$BESsitt5 691510(P448.06.esEN'riErAmE ASE RAMC(60 ALL POINTS SOLID-SET 30 40. 60 75 0.120 160 205 30 40 60 75 0 120 160 205 30 40 ,60. :75.90 120 160 205 30'.. 40 60 75.'90 120 100 20$ 30 40 $0.-.75' 0':120 160 205 0 40 60 .75 90 120 160 205 BLUE TAP , 14 12 10 5 6 6 14 12 10 9 8. 66 /41210 9 661412 10 98 .8 8 - 14 12. 109 8 6 5.5 13 8875.5 3"-0" 14 12 10 - 8 0 6 14 12 10 9 .8 6 6 14 12 10. 9 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 6 '6 6 8 8 8 8 TAPPER+ OR LES;14 12 10 8 6 5 14 12 10 9 8 6 6 14 12 10 9 6 6 14 12 10 9 8 8 6 3 14 t2 10- 8 8 6 9 8 8 8 8 5.0 14 12 10 8 '$ 6 14 X12 10 9 8 6 6 14 12 10 9 4 8 14 12 10 9 8 8 8 - 14 12 '10 9 8 8' 8 . 8 8 .8 8. 7 14 12 10 8 0 4 "14 12 10 9 8 6 6 14 12 10 9 6 6 14"12 10 9 8 7 - - 14'12 10 9 / 7 5.5 - 8 8' 7 5.5 4 14'12 .10 8 16 .4 14 12 10 9 8 6 6 14 12 10 9 6 6 14 12. 10 9 8 8 53 -"14- 12 10 9 8 6 6�. 8 _8, 8 8 8 4•-0" 14 12 10 • 8 4.5 14- 12 10 9 ' 8 6 4 14 12 IO .9 6' 8 14 12 10 9 8 8 - 14 12 10 9 6 8 - 6 8 8 6.5 5 14 12 10 8 8 -6 4 14 12 .10 9 8 6 6 14 12 10 9. 8 6 6."14. 12 10 9 8 .6 " - 14 12 10 9 8 8 6 - 8 8 8 8 7- 5.5 1412 10 . .8.. 8 4.5 14 12 10 9 _ 8 6 33'14"1210 9 8' 6 6"14'12'10 9'73 .- - -.14'12'-10 9 7.5'5.5 - - 8 8 7.5 5.5 4 3, * SEE.ANCHOR S,-0.,14'.'12 .10 .8 8 4.5 14 12: 10' '9 , 8 8 3.6 .14 12. 10 9" 0 6 6 14 -12 10. .9 8' 7 -..- 14 12 10 .9 -0 8' 6 - 8 8 8 6 8 8. SPECIFICATIONS 14 12,30 8- 5.54- 14' 12 a0' 9'' 8. 4,5 - 14-,12 ,0' 98 6. 5 14 92' 10'9 8' 3 - 14 12' 10 9 8 7 0 8 8 7 S 4 ON SHEET 13 14 '12. 10 8 8 4 14 12 10 9 '8 6 3.5 14 12 109 8 '6 6 14:12 10 9 8 - - - 14 12,10 9 8 ,7.5 - - .._ 8 '8 8 7.5 5.5 4 14 12 10 8,55 3 - 14 12 10 9" . 8 4.5 - 14 12 10 9 8 6 8 14 12 8.5 7.5 4 - (4 12 9.5 7.5 65 3.5 - - - 8 7.5 6.5 4.5 3.5 - 14 12 10 8 5.5 - - 14 12 10 9 - 8 4.5 - 14 12 10 B 8- 6. 6 14 12 10 9 8 4 - - 14 12' 10 9 8 8 4 8 8, 8, 8 8 7.5 6,-0" l4 112 10 8 3 - 14 '12 10 9 8 - - 14 12 10 9 8 5.5 3.5 14 12 /0 9 4.5 - 14 12 10 9 7,5 4 - - 8 8 7.5 5.5 4. 3 14 12 10' 8 5 ---14 12 10 9 8 4 - 14 12 10 9 8 6 5.5 14 12"10 9' 5 . 14'12 10 9 8-4.5 - - 8' 8 8 6 -4.5 - ' 1412 10 8' 4' - - 14 12'10 9 "6.5. 3 - 14'12 10 .9_"8- 8 - 14 12 0 4.3 - I - 14. 12 8 6.5 55. - - - - 8 6.5 53' 4 3 - 14. 12 )0 ' 0 4 - - i4 12 10 9 6.5 3 - 14 12 i0,9 , 8 6 - 14 .12 10 9 6 - - - 14 12 10 9 8 7 - 8' 8 0 `8 7.5 6 7,-0" 14'12 10 4.5 - - - 14 12 10 9 4 - - 14 12 10 9 17 4 - 14 12 10 15.5 '- - - - 14 12 10 8 6.5 -• I- 8 8 .8.5 5 3.5 - 14 12 10 7.5\3.75 - - 14 12 10 '9, ":6 - - 14 12 10 9 0 6 - 14 12. 10. 6...- 14 12 10 8.5 7 - -.II.8 8 7 6 '4 - 14:12 10 5.5 3 - - 14 12 10' 9' 4.5 - -'.14- 12 10 9 8 - 14' 11 7 - - 'II - '.14 11 7 5.5'3.5' - - - 7 '5.6 4.5 3.5 - B,-0.114 12 10 5.5. - 14 12'10 9 , 4.5 - = MAXIMUM ANCHOR' SPACING Tin.) SCHEDULE FOR A GWEN MAX. SHUTTER SPAN, li'SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGAIIVE'PRESSURERATING MID A_CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSWAUA11ONS (SEE UOUNSNGS E,0,&H ON SHEETS 6&7)- 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED Wt IF/CA1TCJiE1E BLOCK RED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.re=3 kM) maim ()WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING -1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX. (Min.f'c=3 Ici) SI''WANCHORS SPAIN•jam --1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS.DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(MIn. re=3 6W) • (6) Asa D SON NLGOnK PRESSURE RATING()ASD.CEDED WANE ROAM RATc1C ASO.DESCH IEDAIK FRES1VRE RAMC(FAT - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED'BY FLORIDA FASTENERS DIRECT,INC.(Min.re 2 Tsi) TAVEIW AGR 30' 40 -60: 75• 0 120 160 205 30 40 60 5 0 1 0 160 205 30' 40 60 75 0 120 160 205' TAPCON war.ADVANCED - 1/4'0 TAPPER+ANCHORS APPROVED BY POWERS FASTENERS,INC.;AND DISTRIBUTEDWITHHE AM ALL POINTS SCREW;BOLT A SPECIALTY 14 12 10 _'8 -6:55 14 12 10 6,. 6 14 12 TO 6 6 THREADFORM TECHNOLOGY COMPANY OR ANT OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.Fe=3 ksi 3'-0' 14 '12 10' 8 8 6 '14 12 10' 6 6 14. 12 10 :6 6 ( ) ALL POINTS SOIJD-SET OR LESS 14. 12 10 8 6 8 14 12 10 6 6 14 12 10 14 12 10 a 'e 7 14 12'. 10 6 6 14 12 f0 6. B BLUE TAP W/GP NOTES: 14,12 10 ,7.5.5 3.5_14'12.' f0 6- 6 T4 12 �TO 6 5 - TAPPER+ '� III) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 B 6 e 14 12 t0 6 8 1a 12 f0 ANCHORS IS 1 3/4',AND FOR BLUE TM W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 IO -8 -6 -4 14 12 10 _ 6 LIS 14 12 10 8 S3 4 3.5 A2) MINIMUM EMBEDMENT OF 7/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS:SHALL BE'7/6''INTO THE POURED CONCRETE..NO EMBEDMENT 14 12 10 8 6 4.5 14 12 10 �6 55 14,12 10 5 4.5 INTO.STUCCO SHALL.BE PERMITTED.-1/4'0-20'S.S. MACHINE SCREW'USED SHALL BE 1 1/2'LONG MINIMUM SHOULD.STUCCO 14' 12 10' 7.5 55 3.5 - 14 12:'.10 6 5 14 12 10. - 5.5 4 •.SEE UMBASONS OF USE FOR EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 5'-G' 141 884.5 12 10. ,8 B 6 6 14 12- -10 6 5.5 14 2 10 BLADE TALI ON SH17 f9 14 12 10 8 7 4. - 14 -12'.10 6.5 5 3.5 14 12 10 6.5 - 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 8 7.5 4.5 - 14 12- 10 8 6 4.5 14 12 10 '8 4.5.3.75 ANCHORS SHALL BE LONG ENOUGH TO.REACH THE,MHN STRUCTURE' BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5;_6.5 4.5 - -• 14 12 10 7.3 5.5 4 14 12 T TO : 6 ' 4,5 3.5 NOTES Al)&'A.2)ABOVE.FOR INSTALLATIONS ON Will.SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 B' 6 14 12 10 8 6 5 14 12 10 B ,'6.5 S 33 INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20. 14 12. 10 9 7.5 5.5 3 - 14 12 10 8.5 5.5 4 3 14 12 8 8.5 5.5 4 3 14 12 10 9 B 6 - - 14 72 10 7 6.9 S 7.75 714 -12 10 8.5 _6 5 .4: - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) _ 14 12 8 6.5 5.5 3. - 14,.12 10 0 65 4.5 3.5 14 .12 10' 8 7 'S. 3,9 3 ' - 1/4'0 TAPCON OR TAPCON WITH ADVANCED.THRE.ADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY I.T.W.BUILDER. 7-0' 14 12 t0 B 8: 8 - 14 12 10 9 7• 5 4 14 12 10 9 7.5 55 4 } .- 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS-DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. -i{.12 to. a 6.5 4 - - 14 tY 9 7.5 LIS 3.5 14 10.5 7 5.5 4.5 3.5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC, 14 12 10;6.5 7 4 - - 14 12 TO a 7S 5.5 4 - 14 12 9 7 7S 4.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,.AND DISTRIBUTED.BY ALL POINTS SCREW, BOLT&.SPECIALTY 14 12 8.5 7 5.5 3 14 12- 8 69 5 , 4 3 f14 9.5 6 5 4 COMPANY'OR ANY OTHER APPROVED LICENSED OR UTHORIZED VENDOR REGISTERED WITH 7111E AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14. 11 7 55 45 14 12' 10 9 7.5 5.5 4' 14 12W9' 7 6 45 } -8'-0° 14 I2 f0 9 8 6.5 - - 1{ 72- 10 :9' 8. 6 4 - 14 12 to B 63 5 3.5- NOTES: 14 12 9.5 7.5 6 - - - 14 12 9.5 6 6.5 5 - - 14 12 8 6 6.5 4 - - fit)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 13 B•S 6.5 5 3.5' - - 14 12 10 8 83 5 - 14 12 'B 6.5 5 4 _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', g.-0. 14 12 10 .9 8 14 12 '10 9 7.5 4.5= - 14 12 8.5 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS'SHALL BE ENTIRELY EMBEDDED INTO'THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - - 14 X11 7 55 5 3.5 - - 11 '8 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO:SHALL BE PERMITTED. 1/4'0-20 5.5. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4,5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 45 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 11.5 8.5 55 4 .- - - - 14 12 9 7 6 4.5 - 14 11 7 5.5 4.5 3.5 - - '14 12 10 9 7.5 - 14.. 12" 10 8 6:5.5 - 14': 12 8 6: 5 4 - 10'-0' - 8.3) W CASE THAT PRECAST-STENO, PRECAST CONCRETEE AIN PAVERS-OR ANY VENEER BE FOUND AN HO GE WALL S TDIC T 14 10.5 7� -5 3.S .- 13 9.5 6S 5 4` 3- - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG. ENOUGH TO REACH THE'MAIN STRUCTURE BEHIND SAID WALL FlN6HE5.ANCHORAGE SHALL"BE AS INDICATED ON 24- TI 7.5 5.5 - - - - 14 11.5 9 -6 5 4 - - 12,5 9.5 6 5. 4 4 : NOTES B.1)&B.2)ABOVE FOR II4STALLADONS ON VINYL SIDING OR.ET S WITH OR WRHOUT NETAL STUDS•CONSULT THIS ENGINEER 703 6 5 14 12 8 6.5 5.5- 4 _- - 13 TO _855. 5 4 3 - FOR INSTALLAITON INTO ETES WITH METAL STUDS SEE'SHEET 20. 11'-0' 14 12 10 14 12 9 7 6 4,5 - 14 we 7 5.5 45 3:5- - - 12,5 B.S- 5___ - - - - 12 9 B 4,5 4 3 - 9 J 45 3.5 J - - - (C) ANCHORS.SHALL.BE'INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 f0 7 14 105 7 5.5 45 - - - 11.5 BS 55 45 3.75 - - - e5 7 4.5 14 n.5 7S 8 5 - - t2 g 6 s.3 4 - - - (D) SEE SCHEDULE BELOW FOR,EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12. 10 14 12 8 6.5 5.5 - - 13 10 6.5 5 4 712'-0' - - EDGE DISTANCE VERSUS-SPACING SCHEDULE-FOR ANCHORS: 115 D3 45 11 8' 5.5'4'3.5' - - - B 8 4 5 -. - - MAXIMUM ANCHOR SPACINGS ARE VALD FOR EDGE D:STANCES INDICATED BELOW.FOR E.D.LESS.THAN-INC INDICATED.REDUCE ANCHOR SPACING 135'9S 6 - - - - - 13 9.5 6.5 9 4 - - -10.5 8 5 { - - - BY'MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - - - - - 14 10.5 7 S3 4.5 - - - 11 8.5'5.5 4.5 5.5 - - - REDUCED SPACING.OBTAINED USING FACTOR SHALL NOT-8E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 3•_0• 14.12. - - 14 11.5-7.5 8 '5. - 12.. '9. 6 4.5 4 - - - _ _ • FACTOR ACTUAL TAPCON WRH ADVANCTD' TAPPER + • EDGE TAPCON THREAOFORM TECHNOLOGY ALL POINT SOLID SET.'BLUE TAP W/CAP 8 6 13 9.5 6.5 5 - - - 10.5 75 5 4 0 y V C L i_ •R DICTANCE MIN.SPACING . 14'-0' 14 72 - - - - 14 103 7 5S - - - I1 8.3 55 45 - - - 0 E.D. MIN.SPACING=3' MIN.SPACING••3' NTN.SPACING= 3.1/1' MIH.SPACING I.3' 3 3/4' 4' tO 7.5 9 '7 4.5 3S---=- ■. BLAD_ L POURED CONCRETE& pot Cd43RTE =ram HDD( POURED CONCRETE& POURED CONCRETE&Pqg�ccta[TE O TE mac 1;...:.8 X71 '8 5.5'4,5 - - - 9 6.5 4.5 CONCRETE BLOCK �,E0.,J 1/2''MN.E0..21/O' CONCRETE BLOCK CONCRETE BLOCK MM,ED.=J I/O'MIL ED'2I/1' 72 9 8 ___ 05 7 45 - - - - `L' HV !I DO MN ED.•J" MN.ED..3 1/2 MN TE BL 14 13-5 10 65 10.5 B 5 - - _ _ _ BLADE WORKING 3'' 1.0 _0.90• 1.0 O.78 1.0 0.84 1.0 15-0' 9 -- - - - -2 1/2' - --"'• '-' 10 "- - •- - - - * 10.5..6 5. - - - - 85 B -4 -_ IN .UNISON - o.et Lo ..__ - - 0.67 1.0 2' -0.71 - - - 0.51 - 7 _ 1'3/4' - 0.91 - 0 lfi'-0' 14 123 95 6 - - - 8 8 6 4 - 6 45 3• - - 1 1/2' 0.35 - - t 0.35 Bs 95 7 s - - - 8 6 JgqC,,,...,,-,„,- FLORIDA.} BUILDING CODE(Non High Velocity Hurricane Zone) k�,112Ll'A`•\L A. A7/"N5 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY. INC. 1. mss/ uCEIVe*-� V,;`' BERTHA HVTM ' 'o <�� ' ; / I L E C O INC. \ A.S■S■A. Accordion Shutter System b H V. B1ADE' 1 W/OR w/o.H V NAFUOrF1 BLADE a'O• a ..� ' TIWT TESTING & ENGINEERING COMPANY AlvleriCOr1 Shutter Systems REV.N .DESL'RIP„ON OATS ORA'NN eY: LC. 71 1..j".• 41�l7E�F *;� e}55 aW]BTA 54,Ste.J05 YNdNiA 6ARODN3,RORICA J}t86 Association, Inc'. 1 OLD 15-055 107/27/17 OFTE: 07/27/17 .A4.....,<", 4s Phone:(305)871-1530.FOB (305)ET-T531- 4268 Westroads Drive 2 =DRAWING No 07 'e�•••.ORJDN,... 4 0-mal I50000441.eom ...•.. AA • EB-0006719 West Palm Beach, FL 33407 3 ��"O ���T1Lt WALTER A 1 LITT 8r.P.E. 4 � E •/ FLORIDA Us.#44167 �_ - - .E.E._SEA. 7 ATidgE_DATE_ __ - 6 SHEET 13 ' -6 OF 20 _