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HomeMy WebLinkAboutProduct approvals I i BCIS Home I Log In User Registration i Hot Topics Submit Surcharge Stats&Facts } Publications j Contact Us• BCIS Site Map { Links P Search .i FlOdda Product Approval I � USER:Public User ty�;zTca sr. :,h.eu alit t a Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2 Application StatusApproved Comments Archived ❑ i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory n) i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received j Florida Engineer or Architect Name who developed Walter A..Tillit Jr. P.E. 9 P r the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 121 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF 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 Referenced 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 j L 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-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 FI 389 R9 fI AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108' BERTHA AV_ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FI 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3,blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade.vir/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+64,764 psf.See sheet 5 for other spans and ASO pressures. 389.2 Bertha HV Accordfon Shutter-Blade Extruded aluminum Interlocking blades retained byaacks(top 1 Only-(Non-HVHZ)-Drwg 17=107 and'bottom)for storm protection Limits of Use. Installation Instructions Approved for use In HVHZ:No FI 389 Ra II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC 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 locking Evaluation Reports rod configuration for the HVS blade,8'-0"for+64,-72 p,s.f. FI 3119 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. A,S.D,load for HV blade for Keystone mountings T-0"p.s.f. INC DRAWING-17-107 PRODUCT OF EVALUATIOhi for metals stud mountings and 8'-0'for 110 p.s,f,for HV1A BUORT,PDF working In unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation drawings for 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)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS_ASSuC.,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.Sea schedules.on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SY DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes OacH Nast contact Us::?601 Blair Stone Rnad.TaRawksee FL 32399 Phan!830-487.1824 The State or Florida is an AA/EEO employer.Cam,rinht 2007-2013 State Of F7ori_aa.::.Privacv Slatemant:;Accessibiaty Statement:,Rehmd Statement i Under Florida law,email addresses are public records.If you do not want your e-mod address released In response to a publicrecords request,do not send electronic mail to this entity.Instead,contact the office by pnono or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Seaton 455.275(1), Florida Statutes,effective october_1,2012,hcensces licensed under chapter 455,P.S.must provide the Department with an email address if they have one.Tho.amalls provided may be used for official communication with the licensee.Ilowaver.emaii addresses are public record.If you do not wish to supply a personal Addrass,p'icase provide the Department with an email address which can be made_available to the public.To determino it you are a hcensao under Chapter 455,FS.,pleas9 click lam. Product Approval Accopts: © ®'EYE I i GENERAL NOTES 1.BERTHA H.V.ACCORDION!SHUTTER SYSTEM SHOWU CM THIS PRODUCT EVALUATION DOCUUEtJT(PFD)HAS BEEN VERIFIED FOR COUPUANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA G=MG CODE.THIS,ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NG"VELOCITY HURRICANE ZONES. DESIGN YA40 LOADS.SHALL BE CCIMnfED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A RASC VWU)SPEED REOLURED By THE JUMSOCTION%IiERE SHUTTER VVILL TABLE -QE CONTENTS sc firSTAUED VMH A DIREOTIVII&LIFY FACTOR 96-0.95.USING ASCE 7-10 AND SHALLL t=EXCEED THE MAXIMUM DESIGN PRESSURE PATINrS INDICATED or:SHEETS 11 THRU 15. to&20, w ORDER TO VERIFY THE ABOVE 03NOWW'.ULWATE DESIGN MUD LOAM DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DEEM vArio(DADS AREA IHV BLADES(1)& By MUL71PLYNO THEM BY 0,6 01 CROERT.0 COMPARE THESE W/VAX.(ASA)DESIGN PRESSURE RATINGS 00CATM ON SHEETS I I THRU 15. 19&20. MORAL NOTES SHEET I Rj ORDER TO VERIFY THAT CCVMfEIaS A.'M ANCHORS ON INS PE_D,AS TESTED.WERE NW OVER STRESSED,A 33 Z INCREASE IN ALLONABLE STRESS FOR VAND LOADS WAS 10 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,Hq;iEVER,A WIND OUPADO14 FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASIfNEl;5 IN WOOD. SYSTEM COUPOnENTS 21-37 SHEET.3 BERTHA N.V.ACCORDION SIfUrTER SYSTEMS ADEOUACY FOR WIND AND LARGE MISSILE II(PACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WTM SECTION 1609.1.2 Of THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOIN BLADE&WINDOW DETAIL -W WDE 0 102t4,01-03,#07TSAII-M 11004MI-05,#1214m1-oS,jo$t7,02-06,joeMM-to AND 10210,ot-1I AS PER TAS-201.TAS-ZO2 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2. HV BLADE(i)AND HV_ WINDOW BLADE AID E-1698 STMA"S(umm-E LEVEL D,LjrrjD ZONES 1. 2&3)&11220,01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE- (WHERE APPLICABLE) -W WItIVOW BLADE 0 1,350541-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES I.Z 3)BASIC PROTECTION OfIlY AND#0725-01-58 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 Z.W BLADE 0 AND HV%U10041 WME 19 ARE ENGINEERED To WORK p4 UMSOtj WITH EACH OTFER UNDER THE GENERAL 0.14TATIONS AND Cc.D=fjS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CMERtIATE DETAfLS KV SHEET a 1 BERTHA H.V.ACCORIDON PItS(W SCREI(S),USED AT BLADES KNUCKLE AND FOR DIRECT MOU14T ConuEenolf To TRACKS SHALL BE#14x7,7S-AND#14.1.75'RESPECTIVELY,410-HT MINIMUM SERIES CErM3TMATE ALTERNATING DETAILS IfV` SHEET 9 STAINLESS STEEL SCRI71r.VITFH 035.0 k4i YIELD STREIIGTH AND 180 k9 TENSILE ST'RENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSREUD COATING SYSTEM AS MANUFACTURED BY APPROVED CaoTtUG APPVCATCRS F=rTERW MM AMERICAN Shjrff�SYSTEMS ASSOCIATION.PINS UUSr BEAR THE HV UARVJfIG CM 71,0PI HUD, EAU CONNECTION DETAILS 1-6,CO:ICFZr/BLOCK SHEET 10 4,ALL ALUVMUM EXTRU=NS SHALLBE AUMNUU ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 30O k9i AND 35.7 W FOR VAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE- COUCRETE&BLOCK SHEET 12 6.ALL SCREWS To Be STIOILL]SS STEPS.304 OR 316 AMI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OUJ 50018 WITH 50 W M VELD STRENGTH AND 90 k%!MEN.TENSILE STRENGTH. ANCHOR SCKCDULE- CONCRETE&BLOCK SHEET 13 /4,0 SK&LL CCVpLy W/yLCR[GA MaattO CODE SECTIGII 24tt3,3,4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHMT 14 e.BOLTS To BE ASTM A-307 GALVAUUM STEEL OR A19 304 OR 316 SERIES STAINLESS STEEL WITH 35 k3i MINIUUM YIELD STED40M ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLCWHG SHEETS FOR AfX8OR SPEMF CATIONS:HV BLADE G) 12.13.14,15 AND 20 INSTALLATION DETAILS V-R,WOOD SHEET 16 f.-ISTALLATION DETAILS S-X,WOOD SHEET 17 W BLADE(D WGRIQNG IN U?4WJtL 22.13& 15 END CONNECTON DETAILS 7-12 AC X.WOOD SHEET 18 8,THIS BERTHA H.V.ACCORDION SHUTTER SeSMA SEARS A U.S.PATENT JV779,507-COMPONIENIS OF THIS APPROVAL AR-:COVERED.IN WHOLE OR tV PART BY US.PATENT 05453.179 ISSUED TO EASTERN METAL SUPPLY,NC. AREA 3*-W WINDOW SLADE al ONLY 9,IT.SHALL BE THE RESPONSIBILITY OF TIE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO SEE ATTACHED TO DISUR,-PROPER ANCHORAGE.CONTRACTOR TO SrAL/CAULK ALL SHUTTER CGVPCN&RT EOG Vr,'"RE=4 THRU FASTENING IN CONTINUOUS CONTACT WTH THE BUILDING TO PREVENT WINGIRM4 INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1a,Eg>j Ul:fr RUST BEAR PfRfAAUE1JT LABEL 14 A VISIBLE PLACE WITH NVARNVIG NOTE'DURING PMODS OF F.W.RtANC WARN=S HOLE OWNER,TD NT,OR OTHERS, UUST PROPERLY CLOSE ALL W AND HD AREA 4: W WINDOW BLADE 6)ONLY COOMIAIES AND ENGAGE OR LOCK ALL R1 AND NO LOCKS. I1.SHUT-TER UANUFACFUPER'S LAam sio_-L BE LOCATED ON A REAnY VISIBLE LOCATION AT ACCGRDION SHUTTER IN A=RDV.CE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL PC INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR CgRy OpET4It;G.LABELO(o 70 COMPLY ItIgH SECTION 1709,9.2 OF THE FLORIDA BUILD^-G CODE- 12.BEAR4A H.V.ACCORDION SHUTTER SYSTEM'S TILSTALLAIIOU SHALL COMPLY WITH SPECS if*CAtW IN THIS URAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PMAIT IS APPLIED TO. 13,(a)"P.F-D.PREPARED BY THIS D=EER 15 GENERIC AND DOES NOT PROVIDE WSORMATIO11 FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CCNDMCNS CEVIATE FROM THE P.E.D. (b)CofIrPAWOR TO BE n.-SPOILSITILE FOR THE ACTIO AND INSTALLATIOU INCLUDING LIFE SAFETY OF THIS PRODUCT.WED Ott IRS P"_PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO Till:CONDITIONS CETAfLED ON 111411 DOCLIVElft.CONWHUCTIONTTY AT SIT.-IS THE CONTRACTORS BTAIN PERMITS IN THE STATE OF FLORIDA (c)THISPZO.V;U =MD INVALIDIF ALTERMY MZANS. W01SPEC01C PROJECTS SHALL 13E PRWAREO BY A FLORIDA REGISTERED ENGINEER OR AR"ECT VACCH MALLMALLBECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILLWILLBE 11BLE FCR THE PROPER USE or THE RFD.ENGINEER OF RECORD.ACTING AS A CELECAIED ENGMEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAMNGS FOR REVIEW. (a)ORIGINAL Pa),SHALL SEAR THE DATE Alm 01 mlz IGINAL SEAL AsO SjGNATURE OF THE PROrESSONAL rr % R OF RECORD THAT PREPARED(T. FLORIDA BUILD CODE(Non High Velocity Hurdicome Zone: r� ti&41- 0 2017 EASTERN It 02017 TILTECO,INC. VETAL SUPPLY, INC. BERTHA HV 3 Accordion Shutter System t TTUE—coiwc. A.S.&A. RV.BLADE#1 W OR W10 RV.WIMM R.CE Amadcan Shutter Systems LILA N. DESCRIPTIMI nate (IRMIN Gy� LC. LUT TESTING & ENGINEERING COMPANY TI 07/27/17 DATC' 07/27/17 W6 53" 1 X�SL,S�MS�VMWA C.FDENS.FWAV.331( IT Association, Inc. 1 OLD 15-CSS 4268 Westroods Drive 2 Ph— (305)a71-1530.I..-(M5)871-1531 DRAWING No West Palm Beach, FL 33407 3 ....... ES-COW719 17-107 w 11"Au FLOWALTE'A.TILUT J,P.f_ 4 P. a. ;WA U�1 44167 5 SHEET E. SM�SIVWURE/DATE I or 20 4" �745 2,293- toes a _2 :CD VM40 C, V* CAST : M eoxo fix"Aw ?I • Q&SS%'Ati %-------------- 316" BRASS cnplom \-M.35 CYLPXFR Puirm) iccs(CwWE (amut PWM LJ.37 _ 5:,1 -N ! 4 C1 HV CENTERMATE — - HV LOCK HV EGRESSLOCKQUALIFIED FOR USE W/ W BLADE(D& ([A)ONLY �72) HV FLOATING CENTERMA19 7't DUAL D6DR V11 HV QUALIFIED R W/ HV 6063 TO ALLOY AND TEMPER ouAtIfIED FOR USE W/ W BLADE(j)&QA a ONLY OE 6E 6063-T6 ALLOY A' BY CORNER CELTERMATE 1312E NLY. LADE ONLY. OVAUFIED FOR USE W/ HV BLADE0my O.D. • 6063-T6 Al TEMPER 41 8�- 74 PU 4.04s" It�- -t iii R 62 a. :Mo'AFTER rw&mia 2 079' 1,75r . .00. -20 R 114"0 VNUT* S.S. THUMBSCREW *SERES 9444 AWLLIMU(2024-T3 JkLiOr)LMaE rat4C WN S�aT 1XITSERT,PM 16820,AS%qWFACTURM BY AWEL CFM,-f=0",P-ARSIPPEfff,KD9 4M-OCY 07054 02 VILV4� PLAN FROUT CLEV-71W C281 HV MALE -V LOCK CENTERMA E LOCK CE CK CENTERM H)Lf"j" LOCK23 H ALTERNATIVE LOCK # LOCKER FOR "T TEN auAbFiEq FOR USE w/ Hy BLADE Q)OljLY (�R MY FEMALE 'T' LO WE - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6 ONLY QUALIFIED FOR USE OUALJFIED FOR USE W1 HV OV 600-r6 ALLOY AND TEMPER 6063-T6 ALLOY AND ViHV BLADE GV ONLY. BLADE(D ONLY, ALIFIED FOR USE W/ NV BLADE(j)OjLy ClEg) IA 7- 3.161 V- L*.4 a 3 4w Az CrL=CR OR So 1 .214' :21, .1 .063 .062 1 KEY C'nftiDER O's L I A7255'Wx, RD CENTERMATC W1 NO LOCKING ROD HDC WZ LOCKING ROD 4 4 OVAUFIED FCR USE W/ W BLADED& (A) QUALIFIED FOR USE W/ firy BLADE(1)& q.A) "EUPER6063-T6 ALLOY AND TEUPER 54 HD CENTERMATE'S INS5RT QUALIFIED FOR USE W/ HV BLADE Q)&Ux 9/4-—2C 55-OR 3/8.0-16 /. 6063-T6 ALLOY AND TEMPER THUVOTutiN 112- CYLINDER Go CR XEY OR (g, LOCKING RD A cw.frw FOR USE: w/ fiv eLADe(D 6065-TS ALLOY AND TEMPER SGS HV -ACETAL HV ./4".0-20 AISI 304 BY RECENT KAROINARE MORTISE LOCKS SERIES=3 HOOK SOLT LOCW- ifMALEATION WALL PECUIRE A 7/16' HOLE THUMBSCREW VERIES S3. THUMBSCREWS OUALIFIED FOR USE W1 HV BLADE 01 & CA .N-f ED AT, TRA� FOR PROPER EVBEDMENT QUALIFIED FOR y,;jF,,yJL!i QUALIFIED FOR USE V11 HV BLADE IV BLADE(_I 10 FLORIDA BUILDING CODE(Ran High Ve-locity Hurricane Zone' k 7j t2017 TILIECO.INC. 02017 rAsTERn mAL suppLy,iric. .......• BERTHA HVTTM ,41 \t N E� Accordion Shutter System �qo A.S.S.A iL E a 7 M.V. RADE#1 W1 OR WIO H.V.WNIM BLADE American Shutter Systems Am.fj� DESCRIP71014 Dkn DRAM)BY. LC. TESTING & ENGINEERING COMPANY TJLLtT Association, In I OLD 15-085 1f27f1 OATS 07/27/17 6355:Ler. V.St:2-06,VTCNA CAMM�',FLOROA 33,E STATE OF .-*,, -,&h, 12 s (305)871-1530 r..:(3m)871-1531 4268 Westrood rive 2 —0:GN.O..'— — DRAWING No 40RID. ES-=6719 West Palm Beach, FL 33407 3 107 .......... 4 17— FtOEDAwAIiER TELUT J�P.C. L;..0 44167 5 SHEET E [P.E. -S OR % 6 3 OF 20 DATE ----- - - ---- SHUTTER ASSEMBLY -SCHEDULE FOR 3/8 HV (D HV 4-4 41 12*WON. NCE .0625, TO BLADE W SLAM I w IA �.N %CE OeOT, NV W-wn UADE '06'25- $W=1-x O825' .0625- Q 14Y SLADE IA 876' y HV LONG RECESSED NYLON BUSHING w 0,06", crm 3 JIV SHORT RECESSED NYLON BUSHING f 3 @R1.7 350' -)OR a-. RAT 9 f EP/ N`&C9I PAT WASHER (L 61 NV WFEEL CARRIAGE AISI 302-30.3 SERIES 4�1 4 50" 0.67D-x3/16- THICK NYLON WHEEL. Hit t"714DO11 2 7/8'1AN. CLP� 0.168'4�A0 302 SERIES S.S. RIVETS 315'0 .0525 3.7600' ILI SLAZE I HI/ 1 3/4' ACCORDION PIN W/ 08 HEAD EXTERIOR I ill_ p OPENINGS 5 3/4* =14 -Ail L-2 1/4 L(4 HV 2 3/4- 41 4A5 CLEAR ACCORDION PIN V11 #8 HEAD C$ TYPIC HV WIND 4D POLYCARS01,1ATE IMPACT RESISTANT HV WINDOW -AL -QW BLADE AN I7 TA 3 POLYCARBONATE HV WWDOW DETAIL OOR 0 or @ @ E �S3U W To POLYCARRONATE IMPACT RESISTANT 8V WINDOYJ EE4 I�REMEENTN) OOR (g SAYER IIAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SARIC TO BLADE 60 V INNOVATIVE PLASTIC LEXAN 103 RESIN ALAng KNUCKLE EM r==::T;��BtTp (SEE NOTE -F- ON SHEET 19), (J)O (D OR 60 (1) W pfpt Sfl,,kLL ALVIAYS BE USED AT ALL EXTERIOR �ao BOTTOtz KgUCKLES OF HV ACCORDION SYSTEM V11 HV(D OR I d ~~ EXTERIOR POLYCARBONATE SOURCES FOR HV(9 BLADE. APPLICABLE CISAT TYPICAL SHUTTER rrpr-AL 6,90poum SWCA-D UER ASSEMBLY NV PIN OR I TR AT (2) TP/ PIH J9!/.AY BE USED IN LIEU OF q)AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EMMOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D C0.324, (SEE NOTE * FOR vrlcm CROT11 AStu 0792 0.03 tWi,' ox-3 t,,,4 BLADE 71HEN CORRESPONDING TO INSTALLATION '11". SHEET 7. Odg�� @ REQUIREMENTS) TVISRE Txwzm Astu rA38 9.40 P. 9--A P.l nEw-n Ucmws 'STV 1,791) .40=Pei. 3-5.0w P�.� (3) W PIN @ OR @ 111/ 1/2" O.D. 1/16- THICK S.S. WASHER nDauz.ORVMH a"w ASTM 071" '12--go 13.07 ..1 SHALL 13E USED FOR DIRECT MOUNT 114STALLATION PER DETAIL X. 11 w &I"DZ4 .8 17"-V,. SHEET Od &ST.02"S 442 C1.5 2 MAA WHEEL CARRIAGE DET FAX Of Ste4 As"A 0633 C-1 CLASS C-1 CLASS AIL 14 AVU DIT29 100 T vaii-f N.I.S. I-ArQUI MMLidOffiSTIMiCt"AFTER Sw CS 9X02p.L E840 p"j. J) U'StLE HV BLADE SOLID & f,-A-' HY ' -WINDOW BLADE DETAILS L--sTAims 1,111101011",;'N FLORIDA BUILDINGCODE(Ron High Velocity Hurricane Zone' k-ff/ .- rp� .........I/V.-- 02017 RN METAL SUPPLY,INC. 02013 11L1EC0.NC. BERT —HV,—. 0 Accordion Shutter System ---71 L E C 11 c. A.S.S.A. H.V.MADE#1 W/OR W/O RV.WNDW 11" American Shutter Systems TILLIT TESTtV1 DESCMVMH Sy Lx. TESTING & ENGINEERING COMPANY "It -20AA V, Association, Inc.II OLD 15-085 37/27/1; W�T- 07/2-7/17 no phft,1(305)571-1630.Fax:(305}871-1531&US N.W. St,SU.!M RCNA OMMS.rLOPXA 3310 4268 Viestroods Drive 2 is ............ W- 0-61:OWnock— West Palm Beach, FL 33407 3 DRAWING No 17-107 WALTEF1 A.TUO J.P.E. SHEET FILORVA Uc,.#44167 SEAL/SIGNATURE/DATE 6 4 OF 20 2, *NOTES ON-HV.LOCKS AND CENTERMATES T.u ATORY 0ONDMQH-fU,0NE HV LL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 2 OF SHUTTER I p OF�T OR I-AD F PAJ:S Up TO lov.�10 F.Il 1.1% TIONS At ANY 5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCKATTACHED T""T OR U 0 CEt 'L'j "��7 SHALL MA A 1 111,1(2) I/LOCK A-20 x 1/2"LONG FLAT HEAD S.S. ".LOCATION OF LOCK SHALL E AS INDICATED ON h TYPICAL SHUTTER ELEVATION. 2,OPt10NAL CONDmOIf Ilt IF DESIRED,FOR BETTER PERFORMANCE OR FCR SECURITY PURPOSES, UP TO TWO W LOCKS 24,2p OR V MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CCNTEFZMATES(t(l OR a SHALL BE AS INDICATED ON NOTE (I) ABOVE. LOCAY44 OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. $. OEMONAL C014DMON-12 WILD ONLY YWOHEN j-OR LIM11M,MANDATO BATOW CONDMOTI-1 LOCKING RE NOT REOUIRED AT URRICANE POSITION, BUT MAY /----410 21 DESIRED TO ENHANCE SHUTTER PERFORMANCE. LCMIG RODS 4 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTION), 4.IIIIANDATORIC COhMMDN..4-.ONE INV LOCK&(Q - -R CENTERMATFS FOR Ally SPAN 111111 AND INSTALLATIONS AT ANY ELEVATION, FIV COCK 2 of @ SHALL BE USED AS AN CUTS=OR INSIDE LOCK, K 2�6 SHALL BE USED AT CORIJ= ATTACHED To Ql CORNIER CENTERMATE Yl/(2) I/ro-20 x 1/2'LONG FLAT HEAD S5,M.S.TWO LOCKING PODS 15 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SI OLL 89 AS INDICATED ON TYPICAL SHUTTER ELEVATION, tinx uac MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES WiOWR ON SHEET 12, po W/MMEMCM OPTIVATES 21, I VAI In OfA Y FOR HV CXIZ ALTERNATEBE US IN LIEU OF kiV LOCZ U Of 7 Hv MAY FOR AIlY SPAN :06,2199 INS LATIONS AT ANY ELEVATION.ALTERNATE LOCK OP MAY BE USED AS AN LUSIDE OR OUTSIDE LOCK.ATTACHMENT a3sOF 1/4-0-20x3/4-S.S.THUMBSCREW TO @)OR CEN'TERMTES SHALL BE MADE V// 1/4-If-2()X4/4"AUL(.gq; a RXVNLIT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR 7140 LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION 13 FOR KEYSTONE MOUjlIMXQ-W5T&lAnZSL- ONE W LOCK @ or I$or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BaG.1 1/2 OF SHUTTER SPAIN FOR SPANS UP TO or e,or @ MAY Be USED AS AN INSIDE OR OUT:6,9,T)FOR INSTALLATI ITS AT ANY ELEVATION. KV LOCK HEAD S5. ME LOCK.ATTACHED TO I&or @ SYMMETRICAL CENTERVATES W/(2) 1/4'-20 x 1/2*L014G F M,S LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELIEVA=L USE OF LOCKING RODS t3 vl/fo 'Ase oWxarm ORdj Top AND ecrom IS COMPLETELY MANDATORY. CO1 Dr-TA&S c4i 0 1 SHEET'5 10 to rfp.FULL NOTES ON HV "T" LOCKS AND CENTERMATES: Or CORNER i T.SECOND ALTERNATE TO MANDATORY CONDITION[,LV ONLY EOR W LLIN I tKz4I`kI L &ZTE.ALTERNATE W-T*LOCK 00 MAY BE INSTALLED IN LIEU OF W LCCK.S 0 OR QS FOR AM(SPAM 1-140 07 -(��)-010 Or LOOK Z AT ANY ELEVATION. ALTERNATE LOCK(�O tAAY BE USED AS A14 INSIDE bzt OUTSIDE LM,ATTACHMENt INCLUDES USING REINFORCING LOCKEfC23,AS SHOWN ON SECTION Iwo. sHEEr 9,WHICH MUST BE @51 @ (03-11 7) CONNECTED TO CENTERMATES @ AND U�l W/ 1/4.0-20 x 1 1/2'LONG B.S. THREADED BOLT Wl/7/6'0 x 3/32' WINGNUT OR Vl/ '11�LZOII-S.S.M.S,INTO A IV/4-0 -FMOC UT.LK MAY BE INSTALLED AT MIOSP91 OR W 1) 07 MAXIMUM ABOVE AND TWO MIDSPAN, USE OF LOCKING roDs ig Top AND saTom is MANDATORY. - rl�' *NOTES ON — -8 LOEWENIERMATES: 1, HDIOCIEN W5 Ir OR(32 W/(33 :ONE ALTERNATE RD LOCK 63) MANTIC USED III UW Or Lc .2f CR qp FOR ANY SPAN AND INSIALLAIMNS AT ANY ELW0AMIL.-ITERRATE HD LOOK 03 MAY BE USED TYPICAL J) BY 13LADE SHUTTER ELEVATION w = AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK q-4)TO 03 IS 1'//3 JS.318*F.H.SZ-M,S.,AND INCLUDES EIV0 N.T.S. ROUFORC11"IUSERTg AS SHOWN ON SECTIONS H09-HV8 AND HM-ffic.SIM 10.LOCK VAY 86 IfSIALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS g,r.compimy oPTIOUAL FORDA BUODE(Non Hone A LIILDING Ci—9h Velocity Hurricone on 02017 AERN METAL SUPPLY,INC. C2017 TLTECO.INC. —HA HVTM t .-,**�NtENS '-• v:- BEKT TiAccordion Shutter System —= ---c --- -L TE o A.S.S.A. Kv.axe#1 vl/OR W/o H.V. 1MNDOW ff" mv.fl-, VESCRIP10a OAT L.c. C TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Association, Inc. I OLD 15-085 37/27/17 DATE: 2�7/1 7 3�mm st-!A..30,I'M—00M.S.FLD.TA MICE 4"r 4268 Westraccls Drive 2 Pft--(305)871-15W.F":(305)071-1531 —DRAWING No Ot-0.1.0= West Palm Beach, FL 33407 —3 Els-toC6719 — 17-107 '-'--­70NAL V� VO-,E;z X TILUT JrP.E. 4 ..- a I'la-30A Uc.j 44167 5 SHEET P.E. SEAUISIUK(AtURE/DATE 6 5 OF 20 tCCR£TE A':CHCRS - - POU RE CCONCRE,t POURED OR CO:b GE SLOCK POLR�ED� CANG46TE (SEE SC1tEptsl£ON �p�Mp I/a"a-20zJ/4"S.S. CDt YcE9E REQUIRED SHEET tJ) / CONCRETE ANCHORS MACHINE SCREWS -- ACOURZO _ ® qg (SEE SO4EDULE CN- _ ^.t/1/4'-20 "" '"'� CONCRETE ANCF%'iR S 1 18 A �7✓^e.(SEE M=NMO Q ON SALT 7) /-SHEET 13) NUTS O i 2'O.C. (SEE SCHEpLtE Cf+SHEET t3) '. //ft f• ;^�. . . Mln. -.1/4"tl-20zJ/4' T2alk@) £9 EQ MACHINE SCREWS -.. __ _ �-ED rEa _ USir70 1/4'-20 NUTS 1� I _' I :%x O 12"O.G. E � 25O stax =s 13 OR )g i w * -- 7 3 0R 15 asp' r - r .250' '-OPnONAL + ` i6tG SiyMAiKts ' ! + 43k'OC ONl '�� ����^�1�,,l i M51.SEPARAVON TO MASS +l FJ1EG1/.`>0 —0oR fi:"" • i ' MASS--r—(SEE SChEOULE C47 SHEET tt)� i r+ EYE'YftG OCxirn.,r0� r I + i M1N.�ARAT'.ON TO CLASS CdfSS--a 4{SE£SCHEDULE ON SH.--T it) + + EXISTING i CLASS _�. �C HV WALL HEADER INSTALLATION EIV WALL HEADER INSTALLATION HV WALL HEADER tNSTALLATION # KEYSTONE MIN.SEPARATION TO CLASS EJO:TL°t0 __. � CT4`zs% ; ar+ rwa ,yq66• '1 �s�s-' (=£E scHEpu an SHEET 1t) 9 to ams LrE ! OR MCI.C' ' MG7.SEPARATIONTO MASS ts9 Ih rIh `"-{SEE selL°OUL ON SHEET )t) r ou S ms J EY1$ANG - ' ' 1 ," !'OPTIONAL � 1 I ,. n.a ,'✓ -OPRCTUL ..r - t 3 OR 15 It �• 'J �i�-__" a EO OR -1'• a I 1/4'0-20x3/4'S5. 4 o-2tlr3 a"S.S.P:elu EO-^ PHILLIPS TRUSS HEAD CONCR.LIE ANCHORS /` / � LINCLDNE SCREWS US940 TRUSS HEAD MACHINE SCREWS --CON�'R"TE ANCHORS ''; t7 ti,7 1' iJa'-za Nurs O 12'aC. {Sa=scHEtaul£ON W/t/4•-2o NUTS O t2.O.C. ~• {SEE SCH50ULE ON SIr--T 13) Min. CR CON FET. -L sH£ET'i3) ��. R.-trStED'Tc r?pCit ap t= LE6LOC9 - -"- r �:l .CRETE ANCHORS R`Otf.REdT VALL%Mw;;EL {SEE SCHECULE aN 014V WALL SILL INSTALLATION } }V WALL SILL INSTALLATION POURED CONC£rE- SHM 14) CR CONCRETE ELOCK WALL RE OUIRED (E} HV WALL SILL-INSTALLATION INSTALLATION DETAILS WZ I-SEE 341EET 4 FOR rl'? f-S+IUTTER + G 0. EIIGE Ct>TAINCE ♦ SEE Ltr31TAT.r;LiS OF USE FOR � I"I� BLADE k.:FIELY {SEE Sr z,GFN.rtl0"ts Ot,E sht�T t3} eu.DE i�'ICSN HEMU to $-&t43Ta6p;:FGTfJt'Fu CA.tl 8E COLeEffNEO It rar Ta sTst A3Y WrsT4t ATaaN. +str s„ TL++ f FLORDA BUILDING CODE Non Nigh Velocity Hurricane Zane' 1 ........... `"E-..S• t/+ 02017 TR1ECO.INC. 02017 'STERN METAL SUPPLY,INC. � ERTHA HVTLa .4 �� � ��� Accordion Shutter System � 7 /7;;n E C O e. KV.t #1 W/OR W/a KV.aar W MAX 7�Q`�a Ttt.UT TESTING k ENGINEERING COMPANY AtrialKari Shutter Systems .rk O"CRIPTwR DATE owe+1 gr: L.C. ,C�•.,(p IQ�f`G�, fi 6355 rxv.3b,n M..Ste.3Os,wac,:vu cu+Oa+S.ctoa�33ta ASS4C1atIOflr Inc. t OLD 15-C85 )7/27/1 DAM, 07 27/17 Pt—.:{305)871-1530.rax:(305)871-1531 4268 SYestraods Drive a DWIING No rr L a-moa:B11za.Cod.cam West Palm Beach, FL 33407 3 17-107•� +A •" Vf� 4�zrrt ES-0006710 F 1 J— 07 r' WALTFR A 7iUJT Jr.P.E. P.E. SEAL/SIGNATURE/DATE TtoRDr Lk au87 s SHE6ET OF 20 --- CO sCPE€u:ce a } ... - - PUJ20. r +s<s1P.au'n+ 1 OR i I i vsm ssxaenar 1 rANCP.ETE {SEE SCFfmUt£ON SHEET`13) I saw a7/( r EXGLASS r 1 a,.�'-°tl•�a, 1 " ICOtX+TEO ECG£OF 11 1xR SLIM 0.10 � GWS-'{Ori SHM i FCRux s;nrruerry 't fT} % '% - '' {'r- e•o• a RI.IC,EOY.E RADM(Ds dl ;. I--isn:z au.¢ • i 9 ,•�„ 7,' T„%_..__'i' t,T.ASY i r t r ^•' Ct st} I i I I r ANCHOR i,� I_..f I'il F.7aSTtftG r r fi 1 LOCATION -110x3/4'HEX WASHER HEAR 11 as 13 cq15 TEH xrvs 0 t2'O.C. 3/8Y w:L --CONCRETE ANCHORS � � � �•A$� (SEE SCHEDULE ON SHEL7 13) /' [p •1 f --j '!�, �.' �L ', i FPPUCAELE EDGE OF is EXISTING r' ._,_a i w s / '.'"rsi SLAB IF CITING iJ2- -1` EDGE Or' i APPLICABLE _ j` SLFB IP "�� � t :r^PLFrA.E "'E.O , POURED f FLAT FEAA Cth'tCP.Ef£ANCHORS 50 SASE w0tM r r % ,1 APFtNC4.7.E CONCRETE / £D e �� (SEE SC1fE0ULE ON SHEET 14) 10 tae vr�9700 POURED .'• , REOUIREA FUIT HEAD CONCRETE ANCHORS i x534'+ r 1 OR >I CONCRETE. L---E. ."D ,�a.-�,� (SEE SCHEDULE ON SHEET 14) 101 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A,S.D. ill HV FLOOR INSTALLATION fi O HV WALK-0V -INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER O HV CEILING INSTALLATION SCHEDULE 83,SHEET 11 r;,—,__0a^a-.—:us0a0ter'.'•s L^fe"s•s•s�-'a¢ir:-.- `i•(i �I ' —r�-'s•x..c-•—saeu<eaBranfOI --'� �' � CONCRETE 'AiC1XRCME7/•Tx/tErC'SCh+aN to RSri} I� rfl Cr )EK/ as�STkT4tSA_ATf ¢f 1 0 7/., ( SCHEDULE St/4I .LGE,t wj � II Q x.t0S °at " EXISTINGt ITiG GLASS FASL}TAS TAPPER. vA CUSS cs1 3f4• KTZIENTQ C QC.FOR UP Ta C-aA" <•as FOR SMS uGUQ fw;x rIr I s-o•Ur iO 8'-51'wx..ro r--- f ghJ1R AT EkTRY F.t'STEA;R FW 1. ' , sw ;,(ratre�u "� _ffr O 4 / -` ro.s/4'HEX.�p< 1 •"7 3/B' ,MAX. aA 15 SL i i .-TESL SCRZrS I Cavi.SFIURrn-'^� l r S 3 J 't t'ASa.ER Hcnri -sY 3 - VS I ,, •.::;;�,/4 A-2a=7�r 43 J1493/4' HEX 1o.Ji' P f•�"4lR 5�3/B' r;;`.;j Go::aaET£53-:0x}35 / 6 Q C f TEX SCREr11S 0 4'O.C. c ��_-_ !.-#14<3 4'S.OS. ._. f i i f tf4' rI- /,�,'%-.' 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'o REWRED d KEYSTONE O GaINSTt LLATION cGTt� HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION ,r' ,zpmfe-o R£tY.tt,ED Q HV RAiNGUARD INSTALLATION f NMI t THIS••^^-FOR cCuSHALL SY+'ATlt�rl[��TC^^+fc: • E.D.n EDGE 77+STTAtiCE M40VAB�'Fl 1ENPERFCRUVEO AAJACEtNT TO AN aa£aAST.E�aT ♦ EEE L:.Sr+AnaTis aF USE FOR 1_SEE SHEET 4 FO"^1'!1CAL S2atTiR (SEE SPEOF=T1Oz ON SHEET 13) OR ENTRANCE BADE C ON M� Is INSTALLATION DETAILS W �� H V BLADE ASSEMBLY , 2_ualuNTTNa S=fCNS cAr BE GC19am 1X11 �� ��/�-,��r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' IN ANY'NAY TO SUr.A.W:NSTALLA7,0:L 7 ,11 \CEN•' ✓r 62017 TILTECO.INC. 02017 EASTERN UETAL SUPPLY,INC, EC0 ,m�._ . . BERT A VPh o.4 Q $ A Accordion Shutter System - ? 1L . . KV. �#1W/OR W/0 KV,WMWMAW American Shutter S stems i 7it.UT TESTING & ENGINEERING COMPANY Y •u osclaaTloN OATS 0AA7d(BY; M0. Association Inc. 1 ow 15-035 7/27/1 IATE oT/2T/17 ORfD�.:4 •111 -TIWT 4E n.s:,s. cs N`A::w anaaa,s.nnnDA 33fc 4268 Westroods Drive 2 { Ph:(305)67t-1530.rac:{705)871-1535 '- a--D:txa_ooeaarn sWest Palm Beach, FL 33407 3 C)RAVIIMG NoL Er1i1 EB-cooans 4 17�y-107 WALrLA A.TRUT u.P.C. St'It:{.r P.E. SEAL/SIGNATURE/DATE Ttoam 4` 44167 s 7 OF 20 ETI S fl-&- SFEEND sm horrs am=mG AM KV wex"ID 0(D INSTALLATION WZ (I HV V:U A-'MZiVl4E W LOCK 0 Oil SH---T 5. o—u 7T I/-DaSTING GLASS — WDz-SLI,',(DUAIL W-,IS VAUD FOR ALL FFIN BLADE Wj HV CENTERMATFS alaum"Ales A,-Mcalat wit Fine(D @ (21) g2) OR (2,� SEE ENO WALL CONNECTION iE1�TIu Gr-EnsTlIx OJASS MAU ON SHEETS 10 & I -7 t----------------------- -- @ ---------- ----- -------- 2 @7- (6003-T6 PYPQ�j)NG SYMMETRYCAL AN(tit'i/l/0 17-` 1/2- a1@`@ I _C F ,NTE MA ES CENTERMATES Mitt.SEPARATION C:K .0 12' 0 TO CLASS S.M.S.TO BE D.C.FULL ILENGHT. BY LOCK 4 or OQ�4 TU (SEE SCHEDULE ON SHEET 11) 6 FIN (gV 'TO) 5 V 0 03 t/Q @-G-(D.0-C8 HVB Nee FO-U-Tl @ HVQ GLASS CONCRETE BLOCK HVA 0-0-@ r-POURED CONCRETE OR 0.@.(D. REOU 0 @ CENTER MATES X ElN 0 rGu ss38 (SEE SCHEDULE i--I- --------...3 -CLASS W1 HV LOCK OPTIONAL @ CH SHEET 11) LIN, tj TO a @ . 0 S OPTIONAL (INTEIOR) -—-—-—-—-—A R, -—-—-- —-—-—- H'CRETE" FO U-T ANC NORS 0 107 D.C. AV Es n3 OUT 6 1/2'MAX.SACK F o--u-T (E)MMOR) HVE HVF**] HVQ FLORIDA SUILD111, CODE(Non High Velocity Hurricane-Zone: 02017 TXTrCO.INC. ............ 02017 EASTERN METAL SUPPLY, INC. BERTHA WV-T. Accordion Shutter System 7 coimc-\ A.S.S.A TL E H.V. MADE#1 W1 OR W10 H.V.WINDOW BLADE American Shutter Systems REV.W OCSCRIPRON GATE ORM70 BY.' I.C. TILUT TESTING & ENGINEERING COMPANY I OLD t 21LI��O� CG 7/11 Association, Inc. 5-063 /� 2 N. 4268 Westroads Drive Beach, FL 33407 'West Polm 8 3 0 ...... z -0006719 mem..-, 01VAL VX MWALTER A.'nLW L.P.E. 4 17-107 FLORIDA Ll�#44167 6 -- SHEET DATE 6 8 OF 20 "I.. P.E. ;Z�l'S'f'G'X'ATURE/ `A TERNATF INSTALLATION W f H -T- L-OQK_ MALE,/FEMALE "T" LOCKS CENTERMATES - LOCKERS-2Z_Wim/(1) BY BLADE SFI�EN� (ONNEC-MIN DETAILS QN SHEET5_10-ALM INSTALLATION 1 NY BLADE oUT rN ,1—" Wt HD CENTERMATES { •5 wm FS J.-Voc'L n0A=aAW(D MAX KW-FMD. '.Ler=CN AC.SWEET,tu.Y BE IIID tnni nay AtSfxxx a<i rR 6�, :8 7 `" C5T#Uctlon un"t"r0owu+N 7wa STMT. E END WAL f'QyNECTION I Val h '� ®° DETAILS ON SHEETS 10 h f8 1 O.O•©m(J•O•�� wsos-�s uic s nec,. ' Q s 35* � 35* I1TA W{(e!9IC' S!C 1 t9FV0! ++CYS Yfl , L.---_..—_-------__.--.-------------------------------- -_-- _._,..---.__--_--_-- ._ a< . --- _-- --- ------ zN3�... -- { {4;�*a itXpB sew i tial/a'sr x ,F 33 --'----'� rr rsw uraE I ' of ruu LttYuff. 30* IN {4, HV 5 3 LOCK (INSIDE) 5 1 2 \ 3 AUT 31 aR 2 33 3t 9R32 %,,.W R2 3 j 331 oa32 ` 10 0-20 x 1 1/2" S.S.M.S. 35* {ameuxl, w/ 7/8"0 x 3/32" wINGNUT. toexrx W oB— OUT HDC=HVC r tc h.ota sET s * / SYMMETRICAL HD GENTERMATES 30OHV "T" LOCK (OUTSIDE)— � �YI�.METRICAL Hd GENTERM QGK [1'�TERIOR) FIVG* wI LOCy [F7FRtOR) � {70T4-s5 u4Cr,tsF..E tiu�t+tr ?w�a©•`�m��y"�_tp•�°' ASU1 rv1'RCnX Gia?f EL C b1llftFXCtfira�ITC'>"/0£F.�2FAr It 07054 SIR co:;a- -�..6^aaf,?r.,C2invF^g�f'�+m SL offs w U)—A d 5wS �Q 3 �(D �� **U•AVzM Acer o su mp Mut wDC-w o s vcl�M AU.011.10 cans u-==;3 W4 Butt 0 HDD—thio** FLOATING STACK rEj1fFF�Plttq� _ EN to Ta' -. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone CM17 7iLTEGo,INC. �7 ZOT?f:R5TERN METAL SUPPLY. INC. Vi6l,1►Sii BERTHA11" RA 0.4 7AAccordion Shutter System 11. �co ,.c. ■ • ■ ■ KV.aaDE1 w/OR w/o Hv 1MNDOw American Shuffer Systems IV.u OE MPTEGDt orTt OWN BY.- La % R TWT TESTING & ENGINEERING COMPANY G+t,�•, -pt l`'��m 9355 NX(.16th.St.v.309.•nacran Ca40tNS,n nA 331AS50CIatlOnr Inc. t PLD 15-085 7/??/1 DATE: 07/27/17 :� �.....A' G GE_ :taos}e7s-1830.ro::t3os}a7D-Dsai 4258 westroods Drive Z DRAWING No .c3' T a I:Ut OWcom West Palm Beach, Fl 33407 ; 17-107 ED-".. rrrrr VALTER A.TFLUT Sr.P.E. P.E. SEAL/SIGNATURE/DATE naRpA uc.i 44,67 SHEET OF 20 POURED CONCRETE "-20URED CONCRETE OR COMFIVE MORED CONCRETE OR CONCRETE PMM 0M1;rETE OR OR CONCRIETEE i- BLOCK VMLL REW(RED RECURED CONVU-1E ROCK M� 8LOC4 VIALL REQUIRED EL=4��L "--Ex62q4G CLASS —EXISTING GLASS EXISTING CLASS lr > CxvZA__F_ANCI•M-1 MASS > as ew 01C. I w1k SWAM t%;2"vv' 70 CV,-5 UR fit 70 GLASS(SE[VIN,M- _XMM i saioxtc ON .;,I., IMUL M tp 6--im -,a MASs.(SM SCH:DULE ON S�eg TO W's(SEE i 11 FOR 6LADErAV0 SCK Er all 0— SOWE�_car a-ZIET MAX.- ON Sf_zET 19 POR i I I MR BLADE 0AND I I 1 6'ADESO (D ON SIM 19 FOR SHEET 9 TO. 11167.4 Q. 11 FOR SIADE 04,11, to rvz FlAm(DAro (6a63_T6)CONIT. CN SHEET M FOR ALUM,CLOSER ELATIES(DA:G; SIAM('11'.a FLATE.(LOCATE OF K)Litz AT EITHER SIDE MIN I OF(D) 4 USE I'OR 2'ItAX. j (AS APPLrCAdLE).2".I/8*.O'-2- -—-—--- aw Cxl/2*S.MS. `7 ALUMMIJM CLIP ANME pm_ 0 Ic D.C. (6063-TS=,AT 1�11glon_v Lj '11,_ 0 Ird 62 4 jy_ (1) I_Q/ IN (2)1/4-0 IAPCoNs ANCHORS TO WALL AT I'Q.C.(LOCATE AT SEE DETAIL X rod EITHER SIDE OF(j) OR� slot col"WECtiON OR SEE CETAIL X FOR ID OR(9� To TpAC*IS (1) 44 OR SEE DETAIL X ro SIDE CONNECTION SIDE CONlJECTOfJ 4 i� TO TRACKS 6- 7 8 1 IPACKS L &(7D-@«Q.0•0- @ END CONNECTION DETAIL(1) ERL—CONNECTION DETAIL 4 END CONNECTION DIETAI (D END CONNECTION DETAIL f__PECUIRIED ONLY FOR SPANS GREATER THAN 12'-0' POURED CCNCRETE OR CM, EXq S n N, /—EM`SwZ1G GLASS CRETE SLOCK MILL GLASS REQUIRED sltr­ tat SM-Mi >", > --------- - To MASS(SF-- SEPP-ATM SCHMIE M SI-E-TET < TO QAZ(SM It FOR BAM Q)X%v CONCRETE SDIFD�ON SFM 7 Cli SHEET tg FOR ANCHOR 0 11 FOR 61ADE. AND axxEs 0 (9 12"O�C. Sit 19i E 7-NZ OR(p Arfrp"Op i CONCRETE O�. Ir To' OR@CR(DOR EQ 2'uIN ♦ SEE 1.11111ATIOUS OF USE fm F- • •-- BLADE(DON SHEET 19 OR @rR(f)oR(DoR@ VIEW 6 O PLAN DETAIL X I OR 11CUMfI7 Per C. 16 END INSTALLATION rcrZIRM swo�WALL. OR J* HV WINDOWL BLADE _INTO rzrUM @ 1 HV BLADE CONCRETE OR CONCRETE BLOCK MALL. ONNEC I END CONNECTION DETAIL ON DETAIL(6 T AIL(�j) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone� .ppj , . #to . ."•-'• ... 02017 EASTERN UETAI,SUPPLY,INC, M17 TELIECO.INC� '.e" Z BERTHA HVT)A Accordion Shutter System 111. Ec6im,., AS.S.Aw KV.MADE#1 %'//OR W/O KV.WMM MADE American Shutter Systems REV.9. VESCRimm" TILLIT TESTING & ENGINEERING COMPAKY --SATE Omni BY, L.c.Association, Inc. I OLD 15-085 D7/27/12 DAM, 07/2//17 4268 Westroods drive 2 RAMNG No 61:Ot. O-L.. West Palm Beach, FL 33407 3 D '1410 ­ESZOM8719 17-107 WALTER A.TWIT k.P.E.- "" FLORVA Ur-1 44167 s SHEET SEAL/SIGNATURE/DATE 10 OF 20 { _SCHEOUt E-41 3CHEDtICE#2 -- — SCH-EQUL 3 f/AXVWtd SHUTTER SPAN* L+"'OR 'L-" L"VIUM SHUTTER SPAN* "L+" 1AAXM0M SHUTTER SPAN*"Lt" f ), FOR INSTALLATIONS Pt Et1srA ft tT 0.y CEfENo- �7E�: ( 1 .tom. OR "L-' {ic,) FOR OR "L-' {it_}-INSTALLATIONS, --- _ CEENTERAfATE L_®-& @-or. or ,,,T INSTALLATIDTVS-Ytf P IS SYiUMETRICAI CEMFR CONCRETE & WCOD {i}L+ MAXIMUM ALLOYtAHLE SPAN FOR A GIVEN Y// ONE Hy. LOCK or or Or � & rlrJ DIVE HV LnCK5 ItIANSORY POSiTi E AS.D.DESIGN PRESSURE RATING, HD LOCK t! NO LOCKING RODS or ONE HV LOCK or ar L-: IAAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR tt/ NO LOCKING WALL A, B. C. D. £, Ll, N, 0. P, 0. A.S.O.DESIGN PRESSURE RATING. {TEkwL o 28@ 23 W/ONE Yt/ NO Lf}C�L33G RODS @ MOUNTING F. K Er L R. 5, & V. k@'T- LOCK -0 S 1nuo LoCONG (SEE NO S t ff) (tett FOR VGUNTIRG0i (2)PROCEDURE TO DErERMLYE MA)4MUM SPAN FOR ROTS 35 TOP 22 BOTTOM145EE SHEET 7) rLOOR/CEILING G, H. 4 It• J T, U. Yt Pu X WALL MOUNTMGS(TOP/BOTTOM) OR FLOOR/CEIUNG: c +CbiIsrAtuTaNs =XRETE&L•,•Oa0 LroitcR�lE MOUNTING tOxNLkI Y Itb1G 3! o.ccn rcISTAIlxnONS uMucla GISTALLATIONS � M GIVEN A E W4XIIA A.S.D. "L+"PRESSURE RATING, V& > .So.S"c--.,re �"D•tCStm DETERMINE EAAXRAUTA SPAN 'L+'FROM SCHEDULE. r+Tt^.Vo uiV.L MOUttttllG FLOOR/CEtUM1G E3`'' LL k IM'0 ts�' FLOCA/[Ew VOUNnw y LfOUNiiNG xA1a� & tuns GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. ('.".y t'oe/cc"IG Uout1VtG °ta p8 DETERMINE LIAXIAW SPAN 'L-'FROM SCHEDULE. FICOR I'LL UwNt'No¢ L-{it} L t {3} L-¢t} L+ tn) L-(A) L i (1# L-(1# Q IAWtIAUM SHUTTER SPAN'L+'OR-L--FOR _ L♦ 30 043 16-0' { 76-D' t6'-0' 16'-0' 3d t6'-0" 16'-0" ?fl 16" O" 3G-Q` INSTALLATIONS INTO WOOD S4MLL 8E WATED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1Q5 Psf,A.S.D.BE54ti PRESSURE RATING. NH1 : DETERMINED SPAN BETWEEN"L+`AND'L-•, 35 :74'-70' 14`-30" 15'-2' TG'-O- 35 t4'-10' t4'-10' 35 15`-2' 36•-1O` 40 73'-ior t3'_1o" 14"-2" 15"-2' 40 t3"-TO' I3'-IO' 40 14'-2' 15-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-1' 13`-1' 13'-4- 14'-3' 45 IS-I' i3-i' 43 t3"-4- 14'-3' 't HV CORNER CEIYTERMATE 3 lAAY BE USED A7 ALL COMSTNAPONS IN BEIX.EEN WALL MOUNTINGS Y!/FLCOR/CEIUNC MOUNTINGS:50 12'-S" 12'-5' 12`-8' IV-7- 5012`-5' 12'-5' .`Q 12'-3' t3--1" MOUNTING RNSTALLADONS. LOCKING SPECIFICATIONS 55 Ti"-10" ti•-10' 12'-1' 727 It- ::IS Il--to' It'-10' SS it"-1' it`-TI" SHALL BE AS INDICATED ON MANDATORY GOND TION 92 FOR A GNEN POSITIVE A.S.D. DESIGN PRESSURE F.0 31`-4' 11'-4" IV-7- 12'-4- 60 1;'-4' 1V-4' EO 10'-2• SO'-11- NOTE#5,SHEET S. RATING: 85 10"-TO- f0`-10' 11'-i- fl-»it' Fay 10- IO'-ta' S5 9•-5" OETE4MiN£: L.+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6- 10"-6" tO--9" 11'-5- 70 10"-6' A'-6" TO 6'-9' 9•-4' L2+=6AX.SPAN FOR FLOORfCEIUNG I/pUNTINC 73 3D'-i' ib`-i" 10.-4' ti'--1- 75 IO'-I" TO•-1- 75 - 8.-4. tt EXCEPT THAT MAXIMUM STUTTER INSTALLAT14.MS, - - 79'-10' S'-70'- 1O•�0'- 70'-9" 80 S,-Ie W-10" SPAN"L+'OR'L-'AIID VAXikS,lu+!A.S.O.DES`ING FOR A GIVEN NEGATIVE A.S.D.DESIGI4 PRESSURE e5 9•..6' g" 6' 9'-8" 10"-5' 85 9'-6' Q'-6" PRESSURE RATING FOR LYSFALLt3ICVS 1*00 CONCRETE RAXPIG: 8'-3" 8'-3' 9'-5' ta'-t' 80 9.-;" 8`-3" OR CONCRETE BLOCK SHALL RE UV'TED AS F0iLM1S: OETERAINE: 0-0 1- CONNECTIONS TO KEYSTONE MOUNTING LI-e MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. aV5 01-0" 6"-9" 9'-2 W-10' 85 W-0' W-9" LIMITED TO +84.-72 D s,t. ANO B`-0" SPAN, SEE LZ-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING i008'-9' 6'-4- 9'-0- 9'-7- too W-9' 6'-4 MOUNTING M ON SHEET T, INSTALLATIO.N."i. 9tjj s�-r 7'-It- f3"-9' 9'-+ 105 W-7' 7'-11- 1 10 8'_C 7'-7- 8'-r 9'-2' Tic 8t-4' 7`-7' - F.INIV MAXIMUM ALLOWABLE E SPAIN IS EQUAL TO THE 115 6''-1.' r-3- 6'-4' 6'-W 115 6•-2' r-3' SEPARATION TO GLASS SCHEDULE MI�auInA BETYNEEN -LI+". "Li+". •L1 AND"t.i 120 g'-0• 6'-11' 6'-2" E'-9' 120 8'-0' W-it" (4)G9 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-30' 6"-8' 8'-0' W-5' 125 7'-IO" 6'-$' ALLOi ABLE SPAN A14D NEGATIVE A.S.D.DESIGN 13D 7•-g' 6'-5' 7'-10" 8'-1' 130 7'-6" 6`-5" WIND ZONE PRE`'SURE RATING TO DETERMINE MAXIMUM ANCHOR 1u`s ?'-T' 6'-2' 7'-9' 7'-9' 135 7'-r 6•-2' MINIMUM SPAGNG. 140 r-5- 5-11, 7'-7- r-6' 140 r-5' S'-il" ASTM E-1996 SEPARATION 14rs 7'-3' S'-9' 7'-5• 7'-3' 145 r-3' 5•-9' TO GLASS ISO 7'-2" S'-7` r--I' 7'-0` 150 r-z` W-7- 7--W W-5" 7-2' 61-9' 15w 7--0' S'-5' 1 THRU 3 1' 1G0 G'-fi" 5"-2- 7•-1- 6'-r 160 6'-11" 5'-2" 7`-0- 6'-4' 165 6'-10' 5-1- 170 6"-8" 4'-'i t" 6'-1 t' 6'-2' 170 6`-9- 1 4•-77" 175 V_7' 4`-9' 6`-9' 6'-0- 175 6'-7` e_9" / lag 0"_g' 4'-8' 6'-6' S'-10" i$0 6'-6' 4"-8" ` � r BLADE aP5 C-S' 4•-6' 6'-r 5'-8' 785 6'-5- 190 6"_e 4'_5' 6'-6 S'-6' 190 6"-4- 4'-5" 195 6!-3' e_3' G'_5. 5-5- 195 6'-3' 4'^3" 2GO 6'-2- 4"-2" 6'-4' S'-3" 2CO 6'-2• 6-3 s'-f. 2G5 6•-1- 1u w FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone' t' / I•t W2n17 TILTECO,INC. 0=7 EASTERN METAL.SUPPLY,INC. ?' cEn�sF ERTMA FTTM Accordion Shutter System ; �E C 0 mc. ■ ■ ■ ■ KV. MADE#1 W/OR W/0 H.Y.WIWN aADE -a•. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .a ruses PT DNI DATE ORAwat �A7E ;'tC + Association, Inc. i OLD 15-085 nf27/1 aA1e Q7/za/77 e.15s tLw.36:n.st.,7i 305, .Fm (305s.ROROA1-1$3 331 'C 4 Pham:(3D5}87t-7530.Fox:(345)Q71-1531 428$ TfEStr0atl5 Drive 1 DRAWING No -It:lateaoftoIx" West Palm Beach. FL 33407 3ER_ 17-107 SuJQI�AL \Ve',i WALTER A�LRtir.P.E. 1 P.E. SEAL/SiGf�7UREfQATE ILOROALc. 44167 HE OF 20 0 LLJ pq U L" 104 M LLJ 4) m mo 455 o > V) 4 :c z G0 .2 0 29 z 7- F5 2 w 0 3�: , "o LZ in 8 ft-1 LAJ > Z 0 MW 0 c:I C-D cm cm A- CX: CS , E co CL ............ mammmmmmmm Zf Tit SA 1 1 $ I eP I Ilk I 1 1.1 11 1 t I!, t I I Milk I MI I ill I ' my ill I ill 4...•... .... S?S?-5?eplelm S Rls 9 S e *.Is.. 21. 1 1 1 1 filit t 1.1 lit W� UM __vvvvtj- if 11111 1 1 1 1 till f 1 11 1 mt c9 t - -- - - I - -_ r- , S a I Ill I I I fill I il I rl,T t I I t . . . . . I Ill I tit f If It,. ui 0000 i !2 2 t I I vvvm I I I I it %w ..........m.2i I fit I Illpit f31 I 1p 1.111 1'1 11 ill!, I•I I., till$ tit I d 1 1, _j q2 4�C ..........m. 1+1 1 CO, Lj 2eF990 M, tpl_ zt mi :i I �q:!:t,z�_flik 1 3 4 tl--A!Izl4lalfl I MIT ---------- ill 1 1. :,111!, IlT I I It I # 1 4 t I t 1 1 1 t I I �9.4, Lu -2e r'v VIV VIV S!v N«N Y N N HE +1. ILk A I %J, tit I'll t tit t I A I I I I I 1 4 1 1 1 1 1 Ill I I I A k I lit I E , +1 Y I I I I I ilk I } k I lit I I I I I I I I t I E } I I I I I +1i I 111111 1111 7- ---- --------it -- ---- ------- ---------------- ---- lit ) vTvT_ aptp! !t 3 1p i 4N ell "Zi I MAX &f.f.AfdCMR* SPACENG 1111 SCFtEL1ULE-FOR-A-GNEN A{p)(-gFi({TFER- QAt ___._ __ SPECIFICATIONSON NNCHOR REQU[REMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES _ A D L tFt x c Rum(IAT(6 AND A GORRFSPONFI3){G fd©tLf4TTNC TYPE FOR CONCRETE flR(ANCRE7E B1bCtt If4STATLATON5 (SEE UOUNTING'S E G.&H OR DIEM 6 4.7) I,AA'GHORS TO SUBSTRATE SHALL BE AS FOLlAVfi: POOLED C4N3 /Coop' •.7�BtOCic POURED CMVWE (A) TO EXISTING POURED CONCRr.TE:_(u n..Cc-3 k-:). ,. 1/4'O TAPCON OR TAPCOt4 WITH ADVAt4CED THRFFCFORIA TECHNOLOGY ANCHORS.AS LIATIUFAMITED BY I.T.W.SUN.DEX.(Mtn.YO m 3 l09 _ E/AL6MU0 tYhL.f.-51(..L"IL!S,°LJJ4ItN.k'x-- CEILING MOUNTING H�}, FLGGR PfG(JNIING AN(= S SPACINGEND - tXo x 3/4'ALL POINTS SOUO-SET ANCHORS.A5 CISTR3Utw BY ALL.POINTS SCREW.MIT&SPECIALTY COUPA4'Y.(Min./'0 m 3 10:1 (F1) I T7A11td?t L rrx'°.fE.TJT:.G ISO. t 1aF FR'ESa.4E FUTNG(yaF n L=32;N FATaG - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS KANUFACTURED 6T'FLORIDA FASTENERS DIRECT.LNC,(Kin.I'0-2 W) TAPCON Qat 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY Fa'f ERS FASTUIR S.INC.,AND DISTR WMD BY ACI.POINTS SCACN,BOLT&SPECLALN 0 60 7a fi11 620 169 205 30 40 60 75 90 T20 iG 205 30 4t EO 75 9O I20 t 1245 TAP=T'."TH AtVA .O - COKFANY OR AIlY OTHER APPROVED LICENSED OR AUTI%OnED Va-0 R RE4 T&Iib WITH THE fleRICAN SRUTTER VSTEKS ASSOCIATION,INC. 2 TR 9 6 a O 55 14 02 t0 9 8 a 16 6 14 t2 10 9 8 8 6 B THREADr�H IECHNOLt:.Y.'f (ton,I,C-3 k$t) 3' q" 2 fO 9 B @ B 6 94 t2 IO 9 8 8 6 B 14 12 TO 9 8 8 B 6 ALL POWs%VD-SET OR VMS2 40 9 s a 6 6 T4 12 t0 9 8 8 B 6 14 t2 t0 9 8 8 6 5 BLLE TAP w/CAP T`OT'ES.' 2 Sb 4 a 8 6 7 14 12 10 9 8 B 6 6 14 12 10 9 @ a 6 6 TASY, t3+ AS)14NUUM EMBEDMENT INTO POURED CONCRETE OF TAPMR OR TAPCoff WITH ADVANCED THRFACFORU TECHNOLOGY ANCHORS AND TLPPER+ 2 tG 4 @ 7 6S 35 14 T2 to s a 8 6 6 is f2 10 9 a 0 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP YJ/CCP ANCHORS IS I i/2'. b,�q+ 2 f0 9 B 8 6 6 14 12 t0 9 a a 6 6 14 12 t0 9 a a 6 S5 ?- 40 9 B @ 6 a t4 S2 t0 9 a 0 6 45 t4 t2 f0 9 E 6 4 3S A.2)?AINUUM EMBEDMENT OF 1/4.0 x 3/4'AIL POINTS SOLID-SET ANCHORS SMALL BE 7/6"INTO THE POURED CONCRETE.NO EDBEDMEtif 2 90 9 B B 6 45 14 12 TO 9 a a 6 SS t4 t2 to 9 8 s 6 45 - INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S5.MACHINE Smdv USED SMALL BE 1 1/2'LONG MINIMUM SHOULO STUCCO 2 10 9 7 55 35 14 12 !0 9 8 8 6 5 14!12 I0 9 i a 7 55 4 •aG �.A Kx:6 M toll EXIST,AND I'KINIUUU FOR WALLS WITH IV STUCCO, 2 4Q 9 6 8 6 8 14 t2 IO 9 $ 8 6 5S 14 1Z 10 9 a t a 6 45 O`A" oN Cx6GT t9 �. O. __,.,__ 12 t0 '� a 7 4 - t4 12 90 9 a 65 5 35 44 12 90 B 65 9 35 S AS)IN CASE THAT PRECAST STONE.FRETSe57 CONCRETE PANELS.PAVERS OR ANY VEt4EFR 8E FOUND ON THE EXISTING WALL OR FLOTTR, 2 10 0 B 75 4,5 - fa i2 O 9 a 8 6 45 14 12 !O 9 1 8 a 45 ,75 ANCHORS SHALL BE LONG ENOUGH TO HCH THE KAVN STRLICTURE SOVJD SAID WALL MdSRZS.ANCHORAGE SHALL BE AS IHONA[a)ON f2 95 Y BLS 4,.p - - 14 72 t0 9 8 75 5.5 4 w S2 to 9 a 6 45 3.5 NOTES Al)&A2)ABOVE.FOR 01Sf4LLAWITS ON VtM'L VaNC OR EFS WITH OR WRFSOUT LLILTAL STUDS CONSULT THIS ENGINEER,FOR f2 10 $ 8 a 6 - 14 t2 iQ 9 8 e 5 5 14 12 s0 9 a 65 a 3.5 INSTALLATION INTO EFS WITH txETAL STUDS SEE SHEET 2G. }4 f2 10 9 I'S'55 3 - 14 12 10 SS 7 55 6 3 S4 12 8 05 95 4 3 - (B) 10 EXISTING CONCRETE BLOCK:(ASPM C-90) R4 f2 10 9 9 6 - 14 12 f0 9 8 6.5 5 75 14 12 TO a5 8 $ 4 14 t2 a 6.0 '...+ 3 14 22 t0 9 6 s.5 4S 45 14 12 to 8 7 5 35 3 - 1/4'0 TAPCON L TAPCON WITH ADVANCEDUC ORS.A S DIS ISOTED BY ANCHORS,5 UAt,BOL &SEC I.T.W.BU:LAEX. f4 92 00 9 B @ - - t4 12 t0 9 8 7 5 a 14 19 40 1 9 7.B &S 4 3 - 1/4'0 x 3/4'ALL POINTS SOUb^SET Af1CH0ITS.AS OtSER1B1TTE0 Pf ALL POW1t5"CREW.BOLT&SPECIALTY COMPANY. t4 42 f0 a 0,9 4 - - T4 f2 9 75 a aS 35 - 44 .Q5 7 55 45 3.5 - - - i/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS P ;AWAMAED BY FLORIDA FASIC11 AStECL IN 14 f - @5 7 4 - - td 12 to . )-55 < - 14 0. ;4 7 7.5 4.5 - - - 1/4'0 TAPPER+ANCHORS AS tAANUFACTURED BY POWERS FAS'TENER'S`„INC„AND Of.-MSUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 1a f} 7 45 - - 1f t2 SO 9 7,5 55 4 - 14 12 9 7 6 45 3 - CCUP'ANY OR ANY OTHER APPROVED LICENSED OR AUTI+05a=VENDOR RECLSTFRED WITH THE AMERICAN SHUTTER SYSM-45 ASSOCIATION.INC. 47 ffi - 12 10 9 - 6 4 - 14. 12 40 7 NOTES: 14 P2 eD 7 I5.5 3 - - 14 12 9 64 5.5 d 3 - t2.5 9-S O 5 4 3 - - - ELI)LmMUM EUOEDIAENT RITO CONCRETE BLOCK OF TAPCOft BLUL TAP W/CAP ANC14ORS AND TAPPER+ANCHORS 1S 1 1/4'AND TAPCON 14 1S 9.9 7S B t-t- t4 12 95 8 85 4 - - 14 12 a a 6,5 4 - WITH AOVAN'CED THREADFORti TECHNOLOGY AUCTICRS IS t', t3 9.5 6S 5 T<5 - - - 14 t2 10 a 65 5 - - t4 t2 0 a5 3 4 0, to 42 S 9 B - - - t4 12 t0 9 7S±--5 8S 7 55 4 - B.2)fANEMUa1 EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUS-SET ANCHORS SHALL BE ENTIRELY EMa:DDED NITO THE CONCRETE BLOCK.NO 44 1,5,75 6 d - - - 14 if 7 &5 5 3S - - 9S a SS 45 3,5 - - - EUBEGUENT INTO STUCCO SHALL BE PEFNITTED. 1/4'0-20 SS. to cmz SCREW USED SMALL SE 1 1/2'LONG EIINIMULt SHOULD STUCCO P4 12 B 6.0 45 - - f4 12 8S 7 5.5 4 - - 14 05 7')�5_'s9 6 f44 - - EXIST,AND I'KINVAUM FOR WALLS WITI4 MO STUCCO. i,y 8.5 5S.4 •• - - t4 112 9 f 7 9 a.5 - - 14 11 7 55 4S 3.5 ID••-6• t4 12 SO 9 75 - - 14 112 SO 8 6.9 9 _ 14 12 8 fi 5 < = _ 0.3)IN CASE THAT PRECAST STONE.PRECAST COUCAM FANEM PAVERS CR Atl'W VENEER BE FOUND ON ITT.EX;STWIG WALL OR FLOOR, 94 's05. 7 35 - - - S 9S B.5 5 4 3 _ SO 75 S _j+L ANCHORS SMALL BE LONG ENOUGH 70 REACH THE UNIT STRUCTURE COW SAID t9ALL FlASHES.41JCHORAGE SHALL BE AS INDICATED OH f4 t1 7,5 0,9 - - '.T4.tt,6 9 6 5 4 - - 125 95 6 5 4 4 - - NOTES 8.1)&8.2)ABOVE FOR I45TAL1AROn ON VENYL 5ST314 OR EFS WITH OR WITHOUT UT&STUDS CONSULT THIS ENGINEER 65 B 9 - _ _ - tt 12 8 BS SLS a _ _ 13 FO 63 S 4 3 - FOR INSTALLATION INTO ErFS WITH METAL STUDS 5 SHEEC 20. 4T'^^A' f4 iZ 40 _ - - - t4 SZ 9 ] 6 45 - - 14 IDS 7 5S T4S 35 - ff+ 9. S t2 9 6 45 a 3 - B 7 7 3.5 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMUiDASIOUS Alit)SPEC7FlCATWIS.OF THE ANCHIM'S MANUFACTURER. .ta t0 7 - - - - t4 9Q.9 7 55 <5 - - - ILLS 95�E5;45 75 (D} SEE SCHEDULE BELOW FOR EDGE DGTACE(ED.)VERSIUS SPACIflO RELATIONSHIP FOR ANCHOTv. 4_a" 7 44 - - ft it'5 7.5 8 5 - - - A2 9 6 45 4 - I2•.mO. ff t2 t0 - - - - - tt 12 a 6S SS - _ -- 13 10 65 5 4 - - _ FFA DISTANCE VER ^,,�$PASif7�.,"i.CEi�Q$)LE FOR AN£HORS• If"83 45 - -1- - iT a 5.5 4 JS - - 8 6 4 3 - L=Ih(UM ANCHOR SPACINGS ARE VALID FOR LOGE D:STA=ES IN:4CAIED BELOW.FOR E.0,LESS THAN THE tAItICATEO.REDUCE ANCHOR SPAOVO 13 - 73-re-8.9 S 4 - - - Las 8 5 4 - - - BY MlO.TIFLTItxT SFACWtC 5110lht Ott SctaEDUtE BY THE iOAS,De+iNO FAC4gRS. O Pz4 _ - 44 0.9 7 55 4S - - - It 85 5.5 SS 35 - - REDUCED SPACING OBTA;NED USING FACTOR SHALL Not SE LESS THA49 UNifAUi9 SPACING ftZrATCO FOR EACH ANCHOR TYPE. 44 /2 _ FACTOR To-75 14-4 3 - - - 7S 55 4 3 - - ACTUAL TAPCON WITH ADVANCER TAPPER+ 12,5 @5 - •- - - t2 9 B 4-5 4 - - - 95 7 5 4 - _ _ EDGE TAPCON ALL POINT 50L10 SET BLUE`TAP W/CAP DlCSANCE THREADFORM TECHNOLOGY MIN,SPagNG _ 43 95 6.9 5 - _ _ _ 0.5 7-515 t - {- - _ Mt R.SPACING»3' UHL SPAC 4 4 3' MITI,SPACI14- 3 1/2' MIN.SPACING 3' 3 3/4` 4' 14-105 7 55 ^ - - - It 8.5 55 45 - _ _ 1/2 _ _ _ _ _ _ POURE.b COttaREIE& POURED Cat! & POURED CGNCREt & t0 5 - - 4 7 45 3S - - 7 5 3S 3 - f OE f4XFLtD OYLTEFE 071Xf¢TE ETCOC Famm OJt&YETE NfY.TarTE B.ODC R1.r - ti a 55 45 - - - 9 frS 45 - 1 HV WiNDOW t:OSiMN EIX.33" HN EA..3 I/T•Mtt FA'2 I) CONI ES LOCK CGtoff.EDE BLOCK FAL EQ•S 1/2';ATt EO-21j2' 7 - - - - - 12 9 a 1- I- - - - 9.5 7 14.5 - - - - 3' 1.0 ago to 0,78 t.q 0.84 to La'-0•;4 - - - - - - i35 10 6s - - - - 9.5 a 5 - - - - (_AQI: '�+(ORKlNG 2 t/z` .-_•..-, - 031 1.0 0.67 1,0 IN UNISON ♦ 0,71 - Dst - try 2' BS 0.91 - - 0.43 - TFs'--q" f25 9,5 6 _ _ - _ f0 75 s - - _ _ 1 S/2` 035 -' 4.35 - B _ B 45 3 _ 9s 7 5 - - - - ^ a 6 4 - t{- - FLQR�J� BUfLDitiG COQE( an�Nigh Velocity Hurricane Zone' 02017 TILTECO.Nle. 02017 EASTERN METAL SUPPLY.INC. +' U1IIS :� BERT H Ita a t L E C t3 Z.: A.S.S.A. Accordion Shutter System #?' E H.V.BLADE#1 W/OR W/O FLK 1NNWU BLADE.� American Shuffer Systems TILUT TESTI & ENGINEERING COMPANY • ut'SC9IE+s�16 aAec DP.Awv 8r: Le. ass ax.M.e sr.,ST.301.%=%IA CMMOMNS,FLMDA 3310 Association, Ina. i OLD 15-085 /27/17 DATE: 07/27/17 -'�• Vt FRw.x:1305)571-S53O.Fam:{.'OS)a)i-S93f 4268 YrWestroods Drive 2 fi �i7 " sCIRAVJING No = R'' 0$i�I' �.� i e-gtoL�ES-=6719West Polm Beach, FL 333407 s 4 ddi17i1Q7 '",,�+Jtj©•••••••••' `Y y4tt1WALTERA.TIU,fr.r,P.E. N � t n f oRICA #44;67 5 SHEET P,E�SPA�/>s� Ar t#E DATE 6 13 OF 20 ANCff0Rw-SEAQf ti ...... A,S,D DMGM NEGAINE PRESSURE RATINQ ag A CORRESPONDING ROU"NG TYPE EQR ODNCRETE OR CONCRETE BLOCK INSTALLTIONS (VE UW:=j,�S 1.J.K&L CIA W*'T 7) POURED CONCRETE POUFM CON CONCRETE SILOCK ANCHORS SPACNG'LEGEND q)RM,WARD 110t=4 (g)WALL/FFLOM MOUNIING (g)WAl4MX OVER"GUICMIG TAPCMI OR 04 k!m Caw iv= o- a'D-mq-xm-lrx pEm -Rk--rWM­M-l-1 NEUME PRWM W=(VJ -�M OM tt�=-Z-R M-L ZE-r$-= TAPCON WITH ADVANCED w ,a co n go 24 tea i4F4MoT*Tid 163 2g 551467w75190 120 1601205 301401� 7;r-0TI- 5 THREAZIFORM TECHNOLOGY 14 IZJIUJV IS IS le lA .2 12 V2 112 12 1-5 7 7 7 7 15A 5 Is b 6 5 Is, 5 1 ALL POINTS SOUD-SET 5 t '2 '2 [a 3'-0' 14 112 W 51 a IS 16 6 12 12 12 112 112 7 7 17 7 7 7 7 7 5 5 5 5 IT I, SWE TAP 1 12 -f-K* 7 7 1--L S V 5 OR LESS 2 ia U $2 112 tas 14 1 1 -F- 7 7 7 a 5 5 5 5, 2 1019 a a a 6 -tz t2 12 112 ll 10 75 6 7� a_5 5 TAPPER+ 94 22 0 st a 6 a .112 tZ 112 115 S4 " 5 7 17 t7 7 7 7 1 !. 7- 5 -5 5 zi 5 fi -E- 6 12 j_ 1 12 0 1 6 12 12 11 7 7 is 5 4 1,12 12 5-5 1 " 7 17 17 7 7 7 7 7 17 7 5 5 5 5 5 S 2 R Tz 2 v 11-ir : T 7 7 Ts 57 -a---- _ 8 6 6 12 12 12 $2 to 7.s %,s 1 7 1 7 7 7 7 T4-T2 to 2 t4 12 to 19 -a -F-0 a 12 12 tz its 9 7 5 4 7 7 7 1 7 7 5,5 4 3 5 6 6 12 T2 tZ Q Tio- " 4 7 7 7 7 7 7 ?_ 5 5 $,-0, Tr If so 19 8 9 6 Il 12 OL, t5 -r CS 15 - 7 7 7 7 17 7 5 3.S s 5 5 S 5 5 5 4 lf 72-1N 9 E If 0 6 t12 711 12 91.4 6 6 4.5 - 7 7 7 7 7 7 5S t 5 17-S-rb- S 5 5 4 SEE AIICHOR W4 6 6 112 02 Itz 9 7-5 -.5 4 3 5 5 Ll�sz-i 7 7 7 7 7 4.5 4,5 45 34, 4--m- , r- SPECIFICATIONS 14 12 10 1!; a tr-6 0 12 IIZ 12 10 8 Z��S- 7 7 5 ON SHEET 13 I 2 to 9 a 6 6 12 12 5 6 9 4 3 7 55 1 5 Ll-W I - - " II 44,W-I ti $1 9 9 a 6 t2 12 iT�10 5 75 - 7 7 7 7 7 6 4Z 5 5 6 s 5 W14 12 111#55 a a- 6 12 Z 7 7 5 5 5 �o ", 4 . -11 --g-4--t, H a 6 a 17 241 02 45-575 3 7 7 7 7 7 7 6 5 I. Is 6 6 t2 to I I - 7 1 63 5 5 10 Is g It 6 _r_ 1:� 7 _q_ T-3-i 0, -75 14 17. to 9 6 16 G__6 " tz .1 _1z , , 7 7 5 -t� 117 5 5 5 0 VALID ONLY FOR UP TO +7 LlIf =-12-12 6_5 7 r15 4 3 55 4. 7 1 7 17 4.5J- 5 5 6 5 14,5 3-5 PSF A.SD DMGN PRESSURE 14 to ; to 6- - 11 tz 7-5 6 4.5 7 7 7 7 7 17 WING & FOR SPANS PER 7 7 5.5 bt- 5 5 4 14-02 0 9 6 is [e 12 9 6 3 SCHEDULE fli SHEET 11 WS-6 4.5 5 5 C5 34-fz to 0 9 iz t 6 12 It 7.5 -6 5 M 7 7 IT-12 to 1) 1 8 IS - 12 915 J.S S 5 31 7 7 5 4 - 5 5 4 3 - - i- -7- 7 7 a 5 5 5 5 14 12 to s a 3 t2 tz it's as 5.5 7 i- - -L T-4 -f2-to D.5 6 0 _-T_7- 7 s 5 5 5 5 4 3 TV4-72-la 9 'i-7 To-65, 7 gA- S S 5 4 - To g 9 as - - - 14 U. -5 -s--g,-Z-5 H 12 1. ..... 7 4 1-4-12 to 9 S, 12 6 1, 7 9z 7 3 3 7 T 7 _5 i3,3�r 5 it %2 1 9 6 4 17 7 6 5 5 5 5 44 14 tz 7 15 4 3 - - - 12 7--T i- 14 12 1 to 7 Ii's jcli� 3.5 - - I I 14 14 "Ks 4 is 3 - - - -L.-L 6 55 flizz..41,111-11-1 Se 59 It I a F.5 4 - - - - 7 7 4.5 94 5 _ I 84 t4 12 to I a -I- .tom HS 4�5 3.5 - 7 C5 15 - 1- 5 4.5 (1) H V BLADE 0 N LY. 5 5 5 5� 5 a 43 33 R 12 iF* 0 5 4 3 7 7 7 7 6 14 TF TO 5 -gr 0 111 4 3 - - - 53 7 45 3.5 - 5 Il S 4 3 ::7 $ a s T- I Z4 1 10 to 175 5 It tz to 0 S 5 3,5 - - - 7 6-5 4-5 3-5 - 5 5 4-5 3.5 1-4 -12-TO--9-7- �1-5 915 6 U F3---T 7 4.5 5 5 5 5 5 S--s �- = -3- 7 t55 iT a 7 4 14 12 so 9 14 T2--to T'-8 19 17 "0-5 7. 7 54 4,5 5 5 4.5 4 5 'Z '0 -"" 4_5 3-'1 ,j 9 so 4 7 [7 7 S_ 1 7 12 9 jtot7-515 4 3 .7 6 4 3 3 I- I 1 5 5 5 4 3 14 E2:iga 9 Its-5 9 516 4 7 7 7 7 4 W-W 14 12 so 9 65 5 3 1 *-: 7z b 5 4 5 4 - - - - T.-12 10 9 KY 95-4-1- - - - - I 1 6 4 14 T2 t a - I- - - - 3 - - - 7 13.5 - 3.5 3 - - - - IS 5 4 - 7 t 5,-0,Tr 17-to 4�5 3 1 .5 J5 4.5 T4-TZ-To- f 7 7 TS -I T to 6 - - - - - - -�' 5 - - - - I Is -= --- 54 - 7r, -= : - -3.5 - - 3 - - - 7 17 7 7 6 3 7 IRS 4 - - 5 4 I TIM 7 Wid 60.9f 4 2 10 lftili -1 5 45 FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone: 4 7 !0 III-_L127 -1 1 4,5 3.1 j Q,,, 02017 Plow.IRC. 02017 CASTEJW MIAL"MY,INC. "'W BERTH-A HVP-, t Accordion Shutter System k iL"rEqo`,,7: A.S.S.A KV. MAX#1 W/OR W10 KV.WNWN MAX CTT� I'm American Shuffer Sysfem, 4LV.11. DeSCREPTION CATC - V� Lt. TILUT TESTING & ENGINEERING COMPANY Assoclafton, Inc. I OLD 15-085 07/27/t; CAM-f 07/27/17 W5,VS�Z "R7D31-ft=&MW 4263 Viestroads Drive 2 6355 N.W.361h St.W Ph.. (30SAII-1530.roc DMiFING No flu- <4-, IF --p:vtcoua� West Palm Beach, FL 33407 -3 ....... \ 17-107 1 It ES-OD06719 WtTm L A.TH.UT.I,P.E. DA tic�f 44167' 6 SHEET P.E. S tCNAIURE/DATE 6 14 OF 20 MAXIMUM A.SA DESIGN PRESSIJRE RATING (2,S.Q AND CORRESPONDING KWIMUM ANCHOR SPACING (b.1 SCHMILE FOR A _ GIVE MAX ;ELUTER SPAN NEGATNE ASD QUIGN PRESSURE RATING AND A CORRESPONDING MDUNTINO TYPE, - - - - _ (SEE u0ulmflg'5 ON SHMS 16&17). =:zz LJ B �----I-FZ;Z E` 5 It + WI. NM SPRUCE, PINE SPRUC PIN SCI)THER 4 PINE No. 2 Y1J MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 1V b1t:7F.TR�0 FIR NORTH FIR SOUTH DOUGLAS FIR WJ MIN. G=0.50 Y7/MIN. G=U.43 W/AtiN, G=0.36 PLYWOtlD 2M.10"50 W/ MIN. G-0,43 W Nd N, G=0.36 ver w+ mat iR0 WALL MOUNTLmGS CEILING MOUNT T WALL_MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T U to, 0& R FLOOR MOUNTINGS Lt, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS G.O.WALL MC1JrmNCS 8.0. tvaLL MQUNTUJOS BA. WAIL MOUNTIN05 W& X Yl& X 1Y& X P & 0 S&v S&v S&v .x571 fFrtAq f61tF3 DJ1C(„{Ja a97f R:DaS fRiGFE LQY±(F4 (35 02s Kw-w-um(p) EM=M!MA amp-Mww Mz+Irm mm am xxx N9^a PIUM et11c w nm a[=7 ollan w4"0 ✓mfir='4�Dx IPI am 63�' 117�'iurctz{}043.Dia £,Rf MR;M 30 40 GO 75 90 05 30 40 60 7S 90 OS 30 40 60 75 90 05 30 40 6Q 75 190 OS 30 40 160 75 00 05 30 40 60 7, 90 t0$30 40 60 75 9b 30 40 60 75 90 105 3d 4Q co 75 90 OS 30 40 60 75 94 OS -O"O:R rz-72 10 10 9 $ $ 5 6 6 6 6 6 12 10 10 9 {$ 8 6 6 6 6 6 6 72 f0 /Q 0 8 $ 6 6 6 6 6 6 6 5 4 d 4 3 12 12 12 t2 12 t2 12 12 12 12 t2 12 12 12 12 t2 t2 12 4'-O' 12 90 70 9 8 8 6 6 6 6 6 6 12 10 10 9 $ 8 6 6 6 6 8 6 12 10 1D 4 $ 8 6 8 6 6 6 6 6 5 4 4 4 3 12 12 72 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 q 12 t0 TO 9 6 8 6 6 6 6 6 5.5 f2 10 10 9 8 $ 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.' 6•-b' 12 10 ib 9 $ 6S 6 6 6 6 5.5 4.5 T2 10 10 9 8 5 6 6 6 .S 5 4�S i2 10 10 9 6 3.5 6 6 6 6 5 4,5 6 5 4 4 ,5 - 12 12 12 12 12 12 12 12 12 f2 12 12 12 f2 12 12 10 8,5 7•-W 12 10 10 9 6.514 6 6 6 .5 4.5 4 12 10 t0 9 5 3 6 6 6 5 a 3.S t2'f0 t0 7 5 - 6 6 6 5 4 3.5 6 5 4 4 - - t2 12 12 12 12 12 12 12 12 12 12 10r 12 12 12 0.58.5 7.5 8-0' '12 70 f0 7S 4S 3 6 s 6 5 4 3.5 12 10 10 6 ,5 - 6 6 5 T5 3.5 3 12 10 10 4 - - G 6 S 1.5 S 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 0- 12 12 15 9 7.5 Fl. g•- " t2 f0 10 5 3.5 - 6 6 5.5 .S 35 3 12 10 9 4 - 6 fi 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 S 3.5- - 12 12 12 t2 12 0. t2 f2 t2 i. 95$.5 12 12 1Q $ 0.9 5.5 to!-0' 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 d .5 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - 12 12 12 12 t. 95 12 12.12 10. 8.5 75 12 12 9 7 6 5 w-a' f2 10 5.5 - - 6 6 4.5- - - 12 !0 4,3- -{- 6 5.5 3,5- - - 12 10 - - 6 5.5 4{- - - 6 5 - - 12 12 12 12 10 $5 12 12112 95 8 7 12 12 $ .5 5.5 4.5 1e-Q' 12 1Q 4S - - 6 6 - 12 TO 3.5- - - s 5 3.5- - 12 10 - - - 6 5 3.5- - 6 5 - - 12 12 12 Tit.,.95 8 12 12 11 8.5 7. 6. 12 i.$?.5 6 4 - - - - - 13•-0' F2 10 6 6 42 to. - - 6 4,5 - - 12 7.5 - - 6 4.5 - 6 4.5 - - - - 12 12 t2 O. 8.5 .5 t2 12 f0 $ 6.5 5.5 12 0.5 1 5-415- 4 12 tQ 6 5S - - 12 7 - - - SS 4.S - - 12 7 - 5.5 4.S - - - 8 3 - - t2 f2 t2 OS 8 6 12 12 9.5 7.5 6 4,5 I2 9.°a 6S 5 4 3 - - - - - - f 8.5 7 8 4 1 9 6 5 4 - T5'-0' f2 - - - 6 - - - - 12 - - - - 5 - - - 12 - - - 5 - - 6 2 2 �y 1Z - ^ s - - - T2 - - - - S - - - - 11,5- - - - 5 - - - - s - - - - - 12 12 0. 8.510.5 4 12 t2 8 6,5 $ 3 11. 8,5 5.5 45 3S Q HV BLADE OR d) HV BLADE W/ tI�A HV WINDOW BLADE WORKING IN UNISON` ♦SEC tN'AlifRt5 ZfF t 9 FCR C7/Il'�fY!SREEI'f4 f NOTES ON ANCHORS REQUIREMENTS, 1YOOD S128STRATESS I.AU*WAS'TO WALL,FLOOR OR SOLID WOOD 501111 SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN P64C No.2 W/C-0.55(NUS) -1/4'O TAFrON ANCHORS.AS MANUFACTURED By MIN.WIDEX V/MN:MUIM EUBED4FJ4T AS CIOICAIED AT -OOUCtAS FIR W/0-0.50(NU.S) EPCH SECTION C.4 SHEETS 16&17. -SPRUCE PINE nR NORM W/0-0.43(ND,S.) Q(CEPt'10tg SM NOTE 2 BELOW. -SPRUCE PRI£FIR SOt1TN W/0-0.36(Lias.) -MIN.1/2'COX PLYWOOD(1986 APA) 2,ANCHCRS TO HOLLOW CEILING SHALL BE A5 PER WONIINO ME 0,SHEV 17 ANO SHALL CONSIST OF LAC SCRiAS AS PER NQS 2015 SPECIFICATIONS. 4.ANCHANCHORS IGASHAI.L BE If ALLED FOLLCM10 ALL OF THE R£COUMID-IMONS AHO SPECP.TCATIOUS OF ihE FLORIDA BUILDING CODE lion High Velocity Hurricane Zone' Ifi �`. �(� 02017 RLTECO,INC. 02017 EASTER!KETA�L SUPPLY, INC. t`' 'sic % . IL4 BERTHA HV, Tt4 a /7 -1- A Accordion Shutter System ■ ■ ■ KV,B fiDE#1 W/OR W/O HM WINDOW U" f TILUT TESTING & ENGINEERING COMPANY American Shutter Systems OCSCRIPRON OATC ORAAN 8r: LC. 'J3 t Association, Inc. I QLD 15-085 0 7/2711 OATS 07/27/17 t, 6155 NW.Wth SL.St,,30S.YACMA OAROSIS.FLORA!+3316 •� 4 4268 Westroads Drive 2 DRAWING No 1 Prone:(3O5)g71-iS30.Fo::(3D5)67f-1511 c�ft q{ t 111 0- 0:wt.coo..L.O. West Polm Beach, FL 33407 3 suJ6rHL �3, 41L WALTER A TRLR7t6r.P.E. 4 1L;107 r FLORIDA U./44167 5 $I{E P.E.ISE�/StF,I`ll IRE/DATE 6 15 OF 20 --- —INS—TALLAT-iON—DEQ'AILS--C?N—EXIST1 G—WCFOD—BUJI—[DINGSO { W c �Vf BLADES AS APPLICABLE MAX SHUTTER SPAN L+ 0 L— FOR INSTALLATIONS TO WOAD WITH HV BLADE 1 ON Y SHA KF"-"NIS" LIMITED TO 105. sf. :S DESIGN PRESS RATING, SESHEET-1'9 FOR MAX- SP & I/4-0UnCN DR ASD DESIGN PRESSURE TiNG FOR NTA IQ WITH LAD 1 & A WORKING IN UNISON rAPCCN"ATH ADVANCED 7HREADFORM TECHNOLOGY ,- i` 7J4-0 TAPCCt{CR I •���°`e I Yf 7 2'U;n.PENETPtT;Dit 'r -''-.. r TAFCON 0117.aDVAa'CED THRF.ADFOR+d TECHNOLOGY �--- 111. / - } I r t•!J i t/2•b<e.PEHEIRATION OF TMEADED AREA TO EXISTING 1 O REi<7ED Am'fA.TO t I D TNNa'1 O HEADER. "' (9 + f tYGOD H£AOER.(�•.EE S�EtxSr7ttE Dtt Si s.ET 15) TO MAM(SM (SEE SCHE6LeI.E atT rHEET 15) I„ i J I f ( t/4'0-20x3/4"S.S,MACHINE 5-F:_LVLE ON fiH*��'T �,'�y !,� I f$ SCKWS W/1/4"-20 NUTS 11 MR VXX;Dk I o Cst l'.7Y �' �' /� ® 72-a.C. S Cr .��F+se I EXISMO 411 t, { q s i kntitnc t - o- a Cuss-4 `{ s ( l I ORf s791, j �•EA'ISnNG LBa, S-2'x4'WOOD i+ ,► x ^... ._EX7STLYD L[NN. 7#t I r ..' - 7 +, HEADER REQUIREDtffFU}}]Uitit 1 9 i 4 WADER REO'.ARL'D +I + 1 + t%4'd TAPCON OR TAPCCN WITH ADVANCED EXtSTL•ta R NGV.gp;3stn#{ t( 1 T t i t t I � '�� tl }i f } -) —THRc'ADFOF.I:d TECHNot cDY WJ AV i J2' g 1 ldin.PENETRATION OF INN CADEO AREA TO Gl1SS""^-� SO 421.�.r G G$3.SD'AP.Aft6`i TO CLASS L' ( A �� 't l i MSTOX,WOOD FIM:. 1 `Alc7tk£Cti E3 f E10ST0fG :ii'EiEDiD1E.0.r SHEET» 1 ',' t} N t (SEE SC77F.DULE Oft NEFT gi) t Faz F7At Q}At (s= ) 1 - t1t t9 Can GLASS--I - _ _ - - - CONT.571E - EL+DvC3fc4D - i T .._...-. i '} PLATE R&WO. xV WALL HEADER INSTALLATION O V WALL SILL INSTALLATION HV WALL HEADED IhJSTALLATiON I i EsaST>ttG �_,•_- r'N.S£PA.RATN^•.Ft 70 GLASS / 7 i T"•-(SEE SC ED tULE ON ATION SHEETTCLASS T) 1 EXIST77GTAS�S- IT)-- (SEE UtE C1N 5:9EET ti) =N y EXiG5Ttr15 - 2 ie4"CC31T:-+ 7d;1L SEWAFAWN 7O GG1S5 7 l yc. hom K"TE J +.Ea:tL_ON SHEET 1 t) ( 7J'T C-20+3J4•S.s. '.,, E w:e7<:rte scv.�vs r iJ:Fit( SCREWS 01 I Usato t/4"-20 wrs LV t,/4'-20 NUTS 0 t2'" �t {h � f9 72'D.C. ) 2 .7ar Fl71 SH N; i f r I i o Lsai$ ' 2-.4*CONT-f✓ f :f W W0 PLATE ! t t RED D. N t I 1/4'6 TAPCON OR TAPCON WITH ADVANCED THHRMFORM TECHNOLOGY W/t 1/2- IM.PENETRAMON OF THREADED AREA TO I { t I 1/4'0 TAPCCN OR TAaC'ON VATH ADVANCED �t� i t li j I;' SILL PLATE 1 t EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2' .� 1jd'a TAFCON OR 44IE- REO , ) CON,N1TH PI LANCED t-SEE SHEET 4 FOR MCAs t t (SEE SC7i£OULE O!t SF�ET ty } lI` dta.FEN_=TRAThOY OF MRF:,orO GtE0.INTO PLYN'0a0 I X�. THREAOFORLI 7ECNHOLOGY SHUTTER ASSEMBLY. + � l��. (--.�� I (SEE SMEDU7.E ON SHEET 15) EXISTING MM 2'x4• t/z'Lou.CO +� I t vtALL N%TLrNSH — STUDS 0 18'D.C.LAX. pelvi n REO'O. 71117TEAJ+3ED AREA INTMm O OFLYP:OOD TION OF 2 CORIa"Irt.�D 4IUG E ANY WAY TO i/2'!IH.CDM PLYWOOD REO'D. REQ'0.PLYtSaOD 70 aE Y"At-L F'It'k""` (s:E scH£EUCE ON 57fEET is) SUIT ANY 7NSTAU ATION, R�f, HV WALL SILL INSTALLATION t^-E.S TNI;.r.4-STUDS 0 its-O.C.115X.R£O`0. ATTACHED TO STUDS 7fT 17MM 3D TO BE ATTACHM TO STUCS IN ACCO72t MXE ACCORDANCE WITH I'M SECO 511 208 Or THE F.QC F.B.C.SECTION 2308 OF THE @ HV WALL SILL INSTALLATION t SEE UstA7M7RS OF U OF PHV WALL SiLL INSTAR CATION BLADE 7 ar,4 ExT i i AAasrr� FLORIDA BU(LDiN6 C4DE(Non High Velocity Hurciaorle Zona R•���, ,rj;•�a 02017 TILTECO.INC. 7x'72017 MTERN METAL SUPPLY,INC. •+ ...1CR....... _ �■ BERTH TM i 1�.1 E G O ■ ■, ■ Accordion Shutter System TLV. BADE#t W/OR W/0 H.V.WNMN BLADE # American Shutter S stems TRW TESTING & ENGINEERING COMPANY Y H 0esaeNPrroH GAIL ORaar+B1: LG '.- 91• Association, Inc. 1 QLD 15-085 /27/17 VAT-- 07/27/17 t} aas ry z n.s<.305 Yacicx cweots FLcaru sat Pbw :(305)871-ISM.Tax:(305)871-1531 426$ tVestraads Drive z o-moa:cNlacoeaacom West Palm each, L33407s ORAWIAC No t`�t9f.aRoP+. '`' cs-aoasr1s PBF & - V4 17-107 � y/y 011 WA,t.TER A RLUT Sr.P.E. P.E' Ll� }�9 DATE FLORIDA UG i 44167 5 SHEET' 6 16 OF 20 | | | | � � / � � ' ! ! / | � � | n—h IG (305)871-1630.I-:(305)871-1531 4268 k1lestroods Drive2 DRAWING No END INSTALLATIONS HV BLADE OR tal WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS f swr.f?zov. '- 1 1 11 '.' .. I rgxlm a v a A,=sn". % 6's Apn4sraq x —01' f1r MXTA108 '/'21 CDX C I I M MAX IDRZ ...... to L M`Dm t1;A Timm� I wm(D& -Ulf V Sw5. SM.S. OC. 4 R, (DOR I CR sw M�­A FCR (R C4* TO r=13 scr OVAL A I-N, J a-c—0.- =E 02W 5"WNW M M= 7.(g> C' TO MOM q Ck-C9 R-ID a-Eel fJ1 END CONNECTION WA I CV END CONNE-CTION IDETAI 80 END CONNECTION DETA I) END CONNECTION DETAI @0 L I nmRu v4y SEE utgAroNs or usc rcR Z Frf V .�.t. I/V wx SDEMAE 014 9mW 4 BLADE(RON WET 19 1114M 1. -3� 1.1 > a,Vey* —-___�> GV=(Dk ---- -- 6 cli r--- &T- Oz CID OR A.-i 4 VIEW QG, PLAN (F R-@ DETAIL ENQ-CONNECTION DETAI END CONNECTION DETAI @ FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone�, C2017 1ILTECO,&C. 02017 EASTERN METAL SUPPLY,WC. BERTHA HVTM Accordion Shutter System KV. RADE#1 W/OR W10 KV.WNW#BLADE A.S.S.A American Shutter Systems TILUT IESTING ENGINEERING COMPANY w DESC"11011 DATE If VW r—Y. Le. Assoct fton, no. I OLD 15--C85 t DAM 07/27/17 St. .05' waam nxm-33'e 4268 Westroods�Mva Ft.—(305)871-%530.F-(305)S71-1531 2 DRAVANG tio 6-9:Otma-­ West Palm Beach, FL 33407 ES-OW67 9 3 17-107 -.70NAL W4WR A.TCW'&.f.r- 4 E. Sk/StGNATU.RE/DATE j MORDA L�_j 44167 5 SHEET 180 _20 �(ERA�MITA310NSAND CONDITIONS OF USE FOR BERTHA T UNISON"MiN �✓ j t.UfX.A.S.D.DE51Cil FAF.SSEti'+r P.4Th0:r1tB,-ttQ P.z.f. _ I 2.VAX,SHUTTER SPAN:46' _ 3.AtLWT0 MW ID!r,YS:A A 0&NOTA SITTETS 6,7;AS WELL AS MOWROGS M.O.T.D&Y4 0'4 SK=16&17. ONLY CENTERUAT'ES 21 (60TH W/ 4 OR 2��An ALLOWED%1TH t E[FTf1t. f f'�� � F1v4 ca25 tt:PAt n4 A SYttu OR 0 Nc LA CUT.n4 CASE OF UG �'-.':'�l°t�:.1p is YCUT. 5 MUST BE INCLM"ONSY AT OtTEWOR ACCESS SIDE Or 6�-'� CET E. R?,�.ETtO Jf 5{3 1A, )1 M67E ONLY ALLOW A MYMUM OF 5 CPMNM t 0 •aNQTQRiRPAT SPACIUGS SWW ON SKEET 4. 4 (6)MIN.aJ_ARAVCr FROAA TOP CR BOTTOM EDGE OF IN YANDOW BLADE u MAX.5 7YiTTOQYty a , , s • s •� OT ANY 3'o N0.E FOR+4 7iAtt Be,Y. ALLarrEo AT 1CV � - YlE40CCW 81Affi t (C)FIRST OR LW BLADE COWiD CUT rRQU STARTERS AT ENDS MAY BE IPI Wwwo BLADE tV • • • t (p)lilt YAN00W 81fDE to UZ 8E USED ALTERNATE TO A SOLID!fit BLAOE(D ,�E TNRWCHOur sKurrw.r•s vrIDTN. (E)OU AATEs SW,LL ALWAYS BE Mr.TALLE)ADJACFM To A SOLID W • _ y,ii + ,. BALE IAT EITHER SIDE QF rwyA. gA GW 3 35 ' 1 + (F)POLYCARBOWE KV WINDOW©SHALL BE DISTALIM SO DW TABS FACESM COS'4ECT i • • • • ♦ g+` '' +� ONE 9INSTALL OT THE OPEATTiG USING PROTECTED,LEY L POW NDE BY S Ol,LY INSTALLED rtID trX+CFD t!${NG A fTY SETTING TOOL PRONDE6 BY ASSA OCT;:TT.�S ON SHEEF" • -n INC. 10&IB TYP. �D FULL NEClif, t( Q,SE ANCHOR SPACING SCHEDULE FOP PSTALLOORS INTO WOOD FRAME T 83ALDa CS�OSKEET I5,AS UUTTED BY SPAN AND OESICN LOAD(SEE NOTES ryp 1P 1 {+{� 7.SEE ANC7A SPACING;A�LTrU IA FOR 9SifE MTN1:45 IRO PQUIMIT CONCRETE 08 CCtiCRETE BLOCK WAT1 ON SHUTS TZ&13 A5 uuAtTv SY L LU sww AND IDIMCH LOAD(SEE NOTES I&2 A60M. 8.A IVLIU SOIARA1104 TO CLASS SCKDULE,PER ASTIA E-1996: PLAI MR Ci, t1TsT TCP4earfaM & EO T') lY Dgi�ca( SJ1 VAND 20Tt Mitt"S£PAPAWN TO CLASS O H ..( v ----uuUwTEO VIDTH t TNRU 3 T' TO PARARO INTI,SPN GLASS EA6TDiG 5 ELEVATION SEE sa>�E ON SICET I I FOR MAX 0 4 6S5- C_1145 sw NA 3t�ma0-- �____---_--_ _ -___---_-___ C � RNAT. `:e Aft ± CENT€RMATES aZ W RtOR ONLY) TYP r ,1 A �OOj)i {;EE NOTE 4 ABOVE) I T sYMA! uLTTaCA CE2ATUW TEs 2' `i�'.-,�'. l Jam' w/ ?QR D � I (SE NOTE<AF17:t) PLAN4�i25 TYPICAL t`1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* II'frtA/ T•"'--_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, a tt1 St. --•-"• A/ 02017 TILTCCO.INC. 02017 EASTERN METAL SUPPLY,INC. cEsF BERTH HVTM _�" a.s.s.A�►. Irk /71C O pec. rev ARME ccotrw�oR�W/O hkvt� wuW� m • ;r TtLLtT TESTING k ENCtNEERiNG COMPANY American Shutter Systems Ev,! T.£Sr.Rirnmi DATE DRAWN By. L.C. Association. Inc. I OLD 15-085 /27/1 DATE 07/27/17 wa.,as+�c Pcoa,rLcaeA atT 4268 Westraas3s Drive 2 ^� -� FTnro:(305}677-7534.Fu:(365}871-7531 DRAWING No e-mal;Ot..oca.cem West Palm Beach, FL 33407 3 ZONAL�NC�'� TYALTLR A TILISTI4,P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLOC Lk.P 44167 6 SHEET1 OF 20 RIES LATKQ�N�W�� HV- BLADE--- --CENTERMATES I % & HV 2.000'Uc.I- 653 cq�o i 41,114X-11- 60 CAM$1 INTO METAL UElAl.STUDS AT IFE P+t 45b O STUD WALLS oca1-F@1 (ga 114"a,NOMINAL 7F I rIlf GENERAL LIMI 10a AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA(1)W BLADE ACCORDION SKITTER 6063-T5 ALLOY nam I:r 143c c '0 6-D.C. SI( AL M =01.31"K 0 61 O.C� STEM INSTALLATION TO MUA WALLS C'V-I-1 .9 3 000* ASTU A-153 CRADE 40 Wrl C-60 I SEPARATION TO GLASS- SCHEDULE ',4 GAWA!QfD FAST0400 To'r 1. MAX' A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) reEeW TIX=4; C4 I E)MTTIG M4H to , AS 4FIR!"RUE DaMR rACE 2. MAX. SHUTTER SPAN: 84WIND ZONE MINIMUM rl ASTM E-1996 SEPARATION EYM-14G GLASS J MIN.SEPAR"pMe 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS 'M GLASS EE SCH�IULE) —20X3' BOLT (S .3 4. ONLY KV LOCK ARE ALLOWED I THRU 3 1" 11/00 AENTERMATE 21 W/ 24 MUST PENETRATE q 91, e 1. WITH V21 ARRANGED A ilETFICAI. LAYOUT USE O. (2)n35 (6" LONG. MINIMUM) MUST ALWAYS BE 4 IV EX61MG F=SH T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF373*- 1.STEEL TRACK APPLICA.SLE CENTERMATE. 4- 16-1/2'TEX SCREAS all s 43C ffEPIW u OSEWR FACE �c 6-0. . D­ 1/4-0-20 T14READS SLACKI"I` BLADE DETAIL HVF IS ALSO VALID FOR 43C I JA!g AM-CONSMUrTION C? Q2APPLICATION WITH BLALIEQ PRODUCTS EABAOK 140 I Ml I I/r.0.035'1XICK 6' Cltc� ASTV A-1553 GRADE 40 COMPONENTS wl. ;-fA MY.STEEL FJET�tt.SrUC*AT 16'O.C. WK n. his WALL HEADER SILT~ INSTALLMION I­'EMWiG FeIISH AS 4PPLJCACLE SCALE. 3/8'- 1" (rfp.TOP 001701,A) VA -- -- ------ --------- 1 3/T.4*.GAL6 VvV.0.035RA�THICK Wn, CCUV.SISO.TCK CtMNEL, AL LEMST114 GLklis I- ASTM A-03 CRACE 40 Vj..G-60 FASTENED TO STUDS GALVANIZED symMrfl�ieAL" --­`�: A/(2) 60/2'TEK SCREVrS 0-1 SYMMETRY C Uv.scPARA1011 VAR19", I MITERIOR&EXTERIOR FACE 43a 436 , :•, TO CLASS, 2" CENTERMATE5,-W ;,�`QENTERMATES W/­�!; (SEE SCHEDULE) ANTERIOR ACCESS SIDE:" SIDE 1�'CX ERIOR ACCES r---------- N – —-—------------ 12 2 ­ y Aw ---- ---------/-- 2)42 21 21 21 LOCA D AT 12 Kl HEADER/SILL ENDS------ VIEW Y 4 (6,Min.) \—(2 4) SIDE CONNECTION TO TRACK t/a (-76 1/2"Crp-) r 7- (ConQ —HYA flVB BLADESLACKDETAIL HVF BYC FLORIDA BUILD11 CODE(Non High Velocity Hurricane Zone: T/ 02017 TTLIECO.14C. (G 2012 EASTERN UETAL SUPPLY.INC. ....... BERTHA HVT?.f Accordion Shutter System iu, \ A.S.S.A :5L Eco—7 w H.V. BLADE#1 W/OR W10 H.V.WNDOW MAX American Shuffer Sysfems TEV.N. DoMPTION DATE MVrJ SY, L.C. TICCIT TESTING & ENGINEERING COMPANY Assaclaflon, Inc. 37/2711; OATE-. 07/�7/177- 0.-45 m...36 St,51e.:03,VFC.�CkRWM rL0kVA Witt I OLD 15-085 .F..:(W5)871-153t 4268 Vlestroods Drive 2 -DRAWING No .-.dl:Ixt—ow— West Polm Beach, FL 33407 3 W-MC6719 17-107 WALTER A.TkUT J'pf FXQRDA Uc,.if 44167 3 SHEET 20 OF 20