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Home My WebLink AboutProduct Approval MCGRIFF RESIDENCE 2905 LANGSTON DR. FORT PIERCE, FL 34946 OPENING WIDTH HEIGHT #1 62 46" #2 62" 46" #3 84.75" 60" #4 -62" 41" #5 32.75" 46" #6 45.75" 46" #7 81.5" 86" #8 84.25" 46" #9 32.75" 46" #10 45.75" 46" #11 45.75" 46" #12 32.75" 46" #13 45.75" 46" DV FILL_. 11 w aw BCIS Hama Log In User Registration Hot Topics Submit Surcharge Stats>k Facts Publications Contact Us SCIS Site Map Links Search GEOfi{ic1 UP-1 Product Approval USER:Public User Product Approval Mena>Product or Anolication Searrh>Anolication List>Application Detail FL# F069-R9 Application Type Revision Code Version 2017 E Cos I Application Status Approved �o � Comments R LE CO ®TO Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetai.com !+1r/+`)�/f Authorized Signature Bill Feeley kA( 02 6v `--NW Irodriguez@easternmetal.com REVIEWED FOR Technical Representative CODE COMPLIANCE Address/Phone/Email COMPLIANCE �tl ST. OCIE C® Y Quality Assurance Representative n Address/Phone/Email B®CC `/ Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiilit,Jr.P.E. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. EL, Validation Checklist-Hardcopy Received Certificate of Independence FI 389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 CERTIFICATE OF INOEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC iNC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE f1).PDF FI389 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 , T _ i r Product Approval Method Method 1 Option D Date Submitted 09/1812017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL V Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3Non-HVHZ r,'r 17108 and bottom)for storm protection ( )-D9 Limits of Use Installation Instructions Approved for use in HVHZ:No f 18 RU 11 AMERICAN SHUTTER SYSTEMS DRAfflNG 17. Approved for use outside HVHZ:Yes lnA 3ERTHA HV ACCORDION SHUTTER SYSTFM.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'.1-lam span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYS7EM5 DRAWING 17- HV3 blade w/owindow blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPQRT.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 w/window blade working in uruson.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating.of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top S Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EQB2 R9 11 AMERICAN SH ITT R SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17.107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5Y5TEM•PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level`D'.Max.Spars 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 HVi blade,W-0"for-64,-72.p.s.f. FL389 R9 AE AMERICANSHUTTERSYEM A5SQr... A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17.107 PRODUCT OF EVALUATIOff for metals stud mountings and 8`-0'for 110 p.s.f,for HV 1A REPORT-PGF working in unison.See sheets 7, 1.1 and 20 respectively of Created by independent Third Party:Yes installation drawings for ower spats and pressures. 3893 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drvg 17.106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL189 R9 LI kMER[CAN SHUTTER SY4T1 MS ASSO .1NC Approved for use outside HVHZ:Yes U AYJ piG I,uQ �RTHA NV AC.ORfTION SHLITIFR Impact Resistant:Yes Y PD 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 I8'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTE05 ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT-PDE Created by Independent Third Party:Yes •t.+rw E3 contact n•.;;1++nt if 5t n Fy+d aha 5 r1�.-!,,...,7th ht`rn.-•Ptit7-.N7.iri)a The State of Flonca is an AP,'EEO emplater, Stat"Or FN?rt4a-;;prtvary 5�4temnnr;:Access-�.`-v ct t.-mrni::R.•h+nrt Stal.ment Undcr Florida 41w,emati W,,tnscs are putlt+C rccards.it YOU do n471 want your e•mad adores retca1ed m response lo.a put tic-recoros regUCst,do not send CseltrOnit mail to tris entrlY.Instead,tSmact the ofncc try pnone or by tfaoitidnar mail.it you nave any OuosnOns,{YEase Contact 65d AW t M_-Mats Unlit to 455.77st 11, Flonda Statutes,crletjr octou Ir 1,20:2,koanse[s t tcrtsai under chapter 455,F,S.mWt provide the Department wdh an cmoii odcr d they have one.The crnaU; Provided may 00 used for 4hc-al commur cat=.,In the hteaseQ-TIG never amid medmizes are puw,c rc<orc.if you do rot wun to supply a personal addr,l.please provide the oer4nnlent w4A an wndil address rihun ca-Oe marA avadatb^to the puGK.To einem ,ne it ycu are a tictnsge under Chapter•155,F.S.,.nlease dill(t1y= Prvd((ict^t Approval Accoptst COPY REVIEWED F013 COMPLIANCE GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT'(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th•EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM.SHALL NOT'BE INSTALLED AT HIGH VELOCITY,HURRICANE ZONES: DESIGN WIND LOADS SHALL.BE DETERMINED AS,PER SECTION 1620 OF THE,ABOVE MENTIONED CODE;FOR,A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS` BE'INSTALLED WITH'A DIRECTIONALITY.FACTOR Kd=0.85,:USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A-S. D.)DESIGN.PRESSUREr RATINGS INDICATED ON SHEEFS 11 THRU 15,99&20. IN ORDERTO 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 le HV BLADES BY MULTIPLYING THEM BY 0.6'IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEDS,11 THRU 15, 19;& . 1N ORDER HO'VETHAT COMPONENTS AND ANCHORS ON.THIS P.E.O.,AS TESTED,WERE NOT OVER.STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS- -GENERAL NOTES SHEET 1 USED IN SYSTEM COMPONENTS 1.-20 SHEET 2' ANALYSIS.HOWEVER;ER; WIND NDDURATION FACTOR CD-1.60 WAS USED.FOR VERIFICATION OF FASTENERS IN'WOOD. THEIR BERTHA H.V.ACCORDION SHUTTER.SYSTEM'S ADEQUACY FOR WIND AND LARGE-MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION'1609:1.2 OF THE ABOVE MENTIONED CODE AS PER STEM COMPONENTS 21-37 SHEET.3 ATL REPORTS; TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&.WINDOW DETAIL -HV BLADED 0214.01-03, 10715.01-03,#1004.01-05;#1214.01-05. 10317.02-06.#0609:01-10 AND�#0210:01-11 AS PER TAS-201,TAS-202'AND TAS-263 PROTOCOLS AND ASTM E-1866 AREA 2: HV BLADE n AND HV WINDOW BLADE (Al AND E-1996 STANDARDS(MISSILE LEVEL 0.WIND ZONES'1,.2&3)&#.122o.01-10 AS-PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. .,(WHERE APPL!rABLE), -HV WINDOW BLADE-®10505.01-08 AS PER ASTM E-.1886 AND E-1996(MISSILE LEVEL D,WINDZONES 1, 2,3) BASIC PROTECTION ONLY AND#0725.01-88'AS PER'TPS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADE 1 AND HV WINDOW BLADE INSTALLATION,'DETAILS A-F, CONCRETE/BLOCK SHEET 6 Q Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA!.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEEP 19 INSTALLATION DETAILS C-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERWAE DETAILS w SHEET 8 STAINLESS-STEEL.SCREWS WITH 1350 ksi YIELD STRENGTH AND 180 ksi TENSILE,STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY'APPROVED CENTERMATE ALTERNATING DETAILS'HV SHEET 9 COATING APPLICATORS.REGISTERED.WITH AMERICAN.SHUTTER SYSTEMS;ASSOCIATION.PMS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM'YIELD STRENGTH FOR.6663-T6 ALLOY IS'30:0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. - AWOMUM!SPAN-TABLES iSHEEr 11: ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 12 5.ALL SCREWS,TO BE STAINLESS.STEEL 304'OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE.STRENGTH, ANC 'SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. HOR 6.BOLTS TO BE ASTM A-307 GALVANIZED 57EE1,OR.AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR'ANCHOR SPECIFICATIONS:KV BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE Q&® WORKING IN UNISON: 12, 13& 15 INSTALLATION'DETAILS S=X, WOOD SHEET T7 B.THIS BERTHA H.V.ACCORDION SHUTTER.SYSIEM BEARS.A U.S. PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART'Sr U.S.PATENT#5'458,179 ISSUED.TO EASTERN END CONNECTION DETAILS 7-12 &:X.WOOD SHEET 18 METAL SUPPLY;,INC.. AREA 3: HV WINDOW BLADE &ONLY 9:IT SHALL BE THE COMPONENT EDGES OF THE CONTRACTOR FA VERIFY NG IN SOUNDNESS OF THE STRUCTURE WHERE SHIITIEREN TO LD/A IW INTD SI INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENTWIND/RAIN 1NTRU90N. TYPICAL SHUTTER.ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4' HV WINDOW BLADE i ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION b709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING 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 THIS DRAWING PLUS ANY BUILDING'AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. .. 13.,(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE.SPECIFIC:PROJECT;.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM.THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE'FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL.BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (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 REVIEW!. RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.-ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE-SPECIFIC.DRAWINGS FOR (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF-THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone (I(I�� ,..,, +✓j �� 02017 TILTECO;INC. m 2017-EASTERN METAL SUPPLY, INC. �P EN5F ._9 - BERTHA HVTM A.S.S.A. Accordion.Shutter. _System H V.' BLADE#1 W/OR W/0 H:V NINOOLN BLADE �T�'jTt/T/7 TILLIT TESTING & ENGINEERING.COMPANY American Shutter SysfemsML1+S DESCRIPTION DATE DRAWN BY: L.C. ip- �.' `� 5355 N.W.3501..St..Ste,:as.Vu1LT91A CMDO+S;FLOROA 3316 ASSOCtatlOn, Inc.' 1 OLD 15-085 7/27/1 DATE: 07/,27/17 Phone (305)871-1530.Fox:(30.5)871-1531 42684Vesiroad9 Drive, ,2 a-m is tilt eaaoaeLwm DRAWING No As ",. RAO.R. 111 Ea-0006719 West Palm Beach, FL 33407 s S/0 1 ,IL YlALTER A.TILUT Jr.P.E. 4 1 7�1 0/ P.E. S`PRLFSiMA16RE/DATE FLORIDA L c.9 44167 5 SHEET 6 1 OF 20 cS'o,FOR MINDOW'9LADE IA VAIIES' 1:918' .09 :vl T-mss - 657" + a.999' - ` ��• b'r: 1 HV 'SOLID BLADE` O "-• 375 �" y� 0.HV :90•/4 W STARTER 3 HV' UNIVERSAL FLOATER a \' COVERED ED UNDER US PATENT //.5458179 QUALIFIED OR USE W/ ,QUALIFIED FOR USE W/HV BLADEQI HVBL®NV DIRECT MOUNT HV BLADD 1A HY WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY.AND TEMPER *SEE LIMITATIONS OF USE OF BLADE (0 ON SHEET 19 BLADEn ALLOY'ANNDD TEMPER 6063-T6 085' .124" - 60637T6 ALLOY AND TEMPER 3.226' 1.500" . 37 r p e ?or; b7D' (TYP;)' h 2.670" 3.556" :994" '1.000' .670' 2.226' c 072+ 1v pp 842 ;o 4.697" I ?/ ry?iy. m .815" 2.092' "1 -- ---------- 72" O7 HV ADJ. ADAPTER WfLIP a.a36 1z 0.072" 0. .1.375' i. 3.226' QUALIFIED FOR USE W/ HV •920 ©N 0 V ADJ. FLOOR TRACK BLADE 1 C}�IV WALK-OVER TRACK QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK ss 'QUALIFIED FOR USE W HV 6063-76 ALLOY AND.TEMPER BLADE 1. QUALIFIED FOR USE W/ HV 3750"- BLADE / 6063-T6 ALLOY ND TEMPER `BLADED ONLY. CHV RAINGUARD 6063-T6 ALLOY AND TEMPER VARIES I 't 836•. EO(i3-T6 ALLOY.AND TEMPER QUALIFIED FOR USE W/'HV '1" 1.975'- �' BLADE(1 Max. VARIES 1.936" 6063-T6 ALLOY AND TEMPER 1.917' - . o '083" 083" ? .083•. p ABJ" .093• -093" 'y j;j .100 o o o.060' o • 670 *= A93 .093".060.686" �2�4 670 0" 3.529••. I 670 02!'-, 11 HV CEILING HEADER � HV HEAD/ER/SILL O .03 HD CEILING HEADER/SILL I Q FIED FOR USE W/ HV'BLADE 1 ONLY, QUALIFIED ORTE E W AND BLADE E PERI ONLY QUALIFIED.FOR USE.t4/ HV BLADE J 1.4 HD WALL HEADER; /SILL S,3 SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR LSE.W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER: BLADE ONLY. r1 60637T6 ALLOY AND TEMPER .COMPONENT A R Ti T2 X. Y t MN..%MNY Mkt 2' 2" 0.125" 3" I 3� I0-690' rL6) SIDE ANGLE18 2' S"MAX: R.192"' 0:792" % QUALIFIED FOR USE.W/ HV ALUMINUM ANGLES 19. 2s" 7"MAX. D:79o" 0.190" C01 CORNER POSTS QUALIFIED FOR USE 'N/ HV 6063-T6 ALLOY AND TEMPER BLADE .QUALIFIED FO ONLY. HV - BLADE 1) 6063 BD 6 ALLOY USE ANDTEMPER 2" 5'MAXI 0.139° 0.731' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Arf, 02017.TILTECO,INC. ®:201.7 EASTERN METAL SUPPLY, INC. �icENSF BERTHA HVA, L ECOS ��'. A Accordion Shutter S stem ■ ■ ■ ■ Kv RAE#1 w/.OR W/D KV WwoBLADE w American Shutter System$ y+N DESCRIPTION DATE DRAWN BY: LC. TICCIT TESTING k ENGINEERING L COMPANY TE OF ; 6355 N.W.3EM.SL,St.. OS VRGNLt GARDENS.FLONOA 3316 ASSociafiCn, Inc. 1 OLD 15-085 7/27/I DATE: 07/27j17 P6DDe>(305)871-1536 F :(305)871-1531 4268:Westroods Drive -2 -a bit o IDGm DRAWING No .�Iv �~'t,� ES-0006719 West ROIm Beach, FL 33407 s 17-1.07 tJ 7 SQA ••••• �"` Ott WALTER A 71LUT Jr.P:E. 4 1/-1.O/ P.E. V' fpiIPrYPlI�EDATE FLoioA"uc f4416s SHEET a 2 OF 20 i 4.66b" .929" 1/t'-20s1f 111'-70 DIE CAST 4.576" .74 .29,3" #.33 R,IT HFAD 7NREAbEA -NOUANC;ENAlaFt 1/4'»20 2.203` .745"* ! 6.S.M.6. BA<EO PAP7FED.' YMRFJ.OED E CAST HOUSLNG CRAMS. Ro�O• ^g A. o C• Y' �". �4 1 `a� OINKED PANFEI .' Qu a _ C• ,/qLIE 'v1 �� OR IVRN E •p 0 i ��n I V1 m .862" n K n es n xNoe.. rll� - o: a,t.3z5' ob: 11 0 .3,a• `- CYLINDER FWwSStCYUNDER •p:2„•,�^ 'Q54'R - �'^ . g &. KM(CHROME (CHROME P{,ATED) 8 RJ r. m PLATED) 21 HV CENTERMATE '2, HV FLOATING CENTEEMAIE °' < 1r325 ® HV LOCK DEPRESS LOCK QUALIFIED FOR USE Yi/ HV BLADEtu_& to ONLY at1F �1�,}} °'�'S 3.023" e75' w QUALIFIED FOR USE W/HV QUALIFIED FOR.USE*W/ HV 6063-T6 ALLOY AND TEMPER QU IED FOR USE W/.HV BLADE 1 & A ONLY � 6063-T6 ALLOY AND TEMPER �4�LJ,� N CENTERMATE BLADE O1 & t0 ONLY. BLADE 0'& �ONLY. QDALIFiEO, FOR USE,W/ HV BLADE i ONLY 250"O.D. ' 2b74" 6063-T6 ALLOY AND TEMPER, Sib' Ili PLASTIC READ 'xqf 1.756" 2" .72• MOLDED TO m m 4.045' SCRLy/_ I 2.079" - 1.753* a o n - :36D"AFTER RIVERNG 06. .a 825" Q BEFORE'RIVETING " 0 6' a, 1/4"A-21O x 3/4" S.S. THUMBSCREW .1 XO-20 RIVNUT* *SstES'9444 AILUM6NUM(2024-T3 AU.OY)LARGE RANGE`IWA m ♦ ^ mr .822" SNEEI".NVISERT,PARI('0820.AS MANUFACTURED By AV6EL f1AR" FRONT EUVAT1oN HV MALE "T" LOCK CENTE ,ATF, I 4.566" C8'cR,Rf TE1tTdRN.PARS�PPENY.NEYt'JERSEY 07054 OR EQUAt COCKER FOR "T LOCK CENTERMATE QUALIFIED FOR USE Y!j HV BLADE(I)ONLY 29 bV F MALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK, QUALIFIED FOR LISE tri/ HV BLADE ONLY Y AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE %V/ HV 6063-TS'ALLO QUALIFIED FOR,USE Wj HV BLADE(11pNtY BLADE 1 ONLY. 6063-.T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPEpR�' WIHV BLADE.U1 ONLY. 5" '1,917 Zd-r,C63" .2.1.4•'-yf vmv 1.9 L 4 •3.161 6'�m!' N it. = ROU CYLINDER R KEY CYLINDER.545" O ' 77 I .m- ✓ei r 0.675"Min. o .40 �.M p ev'vl n6 1 .125'Max. 31 - D E 0. OCKi G O 3 R LOCKING, D m w 0 p QUALIFIED FOR'USE.W/ HV BLAQE(1)& IA) QUALIFIED FOR USE Wj HV BLADE 1 &.to 3INSERT 6063-T6 AHOY ANO,TEMPER 6063.-T6'ALLOY AND TEMPER #' 804 � o ..VARIES: 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 & tA' "? -o Ss.G7? a-16 0" 6063-T6 ALLOY AND TEMPER 1/4' -20 3/8' y[„y� 7HUMBTURN ACLTN.THUU65CREY.S. 3'1/2" I ^' CYLINDER (SFE,OETAIL4) D� _ I OR.KEY" CYLINDER m a1 t.7fi"Max. LOCKING ROD A 114'4 � HD LOCK 375'4 dUALIFIEO FOR USE,W/ HV BLADE- `�5h� � HV' 1� 4". 0-20 AISI 304 BY REGENT HARDWARE.MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,,�� 6065-T6 ALLOY'AND TEMPER 6 HV 3,/S"0-16 ACETAL / .� d 5 INSTALLATION' WILL REQUIRE A 7/16'"HOLE THUMBSCREWS �ERIES S.S. THUM SCREWS QUALIFIED FOR USE W/ HV BLADED& I(AA DKKILLED AT TRACKS.FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADEG) QUALIFIED FOR USE W/ HV BL'AD.E FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone d+d1P12017 EASTERN hILTAL SUPPLY. INC. R A T!(,if _ ®20,7 TLTEC�,INC.INDBERTHA HVT14 - EN = Accordion Shutter System y y �L E C d_ �j- A■&S A■ H.v BLADE#I W/OR W/O tWy_WIWW E _ American SITu"er System, EV.N DESCRIPRGN DATEDRAWN 6Y: .LC. * ' TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7f27f1 DATE: 07/27717 + "U STA flF 63U FLIP.36th.St Ste•30s.VRGL^M CARD:NS.FLORIDA,3316 Ph-:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING,No a F'np nw ti nl elinaoo0a.com West Polin Beoch. FL 33447 s EH 0006719. 4 -,SSq •"'"" �`��(�.�`V 1y WALTER A 71WT J,P.E. 17-107 SjQ Sr 147, FLOADA Lia.$44167 5 SHEET P-E `SF�4L r�to R�'JDATE 6 3 OF 20 l 'SHUTTER ASSEMBLY SCHEDULE FOR HV Hv3/B.D 12��NCE 25` .j i TO BLADE-TI P" vs HV BLADE't 40 .3 EgcE 1A tB7s't - -p6z5 I '(i ! m W1Noovr BLADE ofizs' a x x, ' `✓ os2s' HV BLADE '1"AY 4 BLADE'S .7875' . HV LONG RECESSED NYLON BUSHING 39- n KNUCKLE "°oPEr, .4625^, o.06 39 '4 a ) HV SHORT RECESSED NYLON BUSHING f FLAT PORTION i (. R1.7t OQr HV NYLON NAT WASHER iQ OR H Nr ® tn HV WHEEL CARRIAGE AISI 302-303 SERIES 1 j j, ''�4 40 ( ��, /m2•s 50' X 0,870'x3/18" THICK NYLON WHEEL. ( ( ✓ T 2 7/e-MTH NV vnrrooW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS - ^"5 0 SEPARATION 03.0 500* - ( BEtWEEN 06 3.7500• ® HV 1 3/4" ACCORDION PIN W/ #'8 HEAD * EXTERIOR. � i j; pPEry Nom, ±s.374 � j� p ON CENTERS",. 4�3 HV 2 3/4" ACCORDION PIN,W/ fJ8 HEAD * 41 475m 4 T- 2 t/a ESII�7 <nax 144 POLYCARBONATE IMPACT RESISTANT"HV WINDOW j j ' eETYrEEt+ TYPICAL. HV WINDOW BLADE .AND T e POLYCARBONATE HV WINDOW DETAIL ODOR (9 or ((SEE NOTE FOR ( j j *.POLYCARBONATE IMPACT RESISTANT HV WINDOW REOUIREMENTS) OOR I ! ( BAYER MAKROLON 3103'POLYCARBONATE ( 12'MIN;CLEARMCE RESINS, UV-STABILIZED GRADE OR SABIC * TO BLADE Ba n7 INNOVATIVE PLASTIC TEXAN 103 RESIN v j (SEE NOTE "F" ON SHEET 19). 1 i ( (j)OR j I "Iwo (7) wo HV PIN Q SHALL ALWAYS :BE USED AT ALL EXTERIOR � � wf BOTTOM' KNUCKLES OF HV ACCORDION.SYSTEM' W/ HV 4J OR I t f1 EXTERIOR POLYCARBONATE SOURCES FOR 44 HV � BLADE. TYPICAL SHUTTER ASSEMBLY APPLICABLE �T N.T.S. /� 11flCN.'PROPEIT0t5 STANDARD 6m 4rc;w.o.t 'HV Pik 42 OR(�.AT (2) HV PIN 0 MAY BE USED IN LIEU OF (9 AND ONLY AT E%T 1aT_ uPrvAaa a,d uw rw an BLADE'S.KNUCKLE. H051GlL:. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D m32<' (SEE NOTE *FOR SF1291C ma, sTi 0792 0.043 WW CLO-3inA BLADE WHEN CORRESPONDING TO INSTALLATION 91 SHEET 7. owl— 3 REQUIREMENTS) ASsw 9e99 Ps 9x9�A`; IREkuRO.S0161ww Ar 110D AS!9 0790 12,SC9 p.i. -13,409 P...7. ('3) HV PIN 0 OR L43 W/ 1/2" O.D. 1/18° THICK S.S. WASHER ® cj :�' !j TIE uan413000905 ASH 0750 30.999 F...L 315,000 .1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET Q II Na7CKE0 a0 ",Q256 18 F1-bA+ 17 Fr-113/9, i c i' 8�MIMC awe mrxsnes. SNCKVI)ENSM ASM 02843 47.2 R 645%MAA WHEEL. CARRIAGE DETAIL RALE 9F sUPHWC Asw 0633 C-1 CLASS C-1'CLASS N.T.S. SEMBLY LAYOUT SELF iC� ASTM 01929' 190 T 980•F N.T.. 36'G41ESP16:. Asn 6133 TEti'�R{Slim,9H AFnR.--I ASTV,6389302 P,A 0840 P.O. �1? HY BLADE SOLID & CA BY WINDOW BLADE DETAILS: icsSaE'srassenREAE11ERti0 5°636 . N.T.S. TNHA 71/ ~�. FLORIDA BUlL01NG GODS{Hon }high Velocity Hurricane Zone 44 1J�• .C•.'• {/ a m2072 TILTECO,INC. 'm 2017 EF TERN METAL SUPPLY•INC., ,, \1 • iGC s."�.�' BER HA HVTM t% IL ECO�m, A■ ■A■ Accordion Shutter System HY. BLADE#1 W/OR.W/0 HV.WINDOW BLADE' American Shuffer Systems &.N DESCRIPTIOH DATE DRAWN BY: 'LC. ye' TILUT TESTING k ENGINEERING COMPANY Association, (rIC. t' OLU'15-085 7/27/1 DATE: 07/27/17 e, [v!i 5335 N.N.36th.St,.St 305„1+iRG'Ni GARDE'76,FLO&®A 3ai6 �tt171t1Q` '4�.t Ph.r.:(305)871 7530.Fox i(305)871-1531 4268 Westroods Drive" .z DRAWING No hy �,\�";r}11 m6Ee.C006719L�om West Polm Beoph, FL 33407 4 17-107 ....... .44 ArrTr�, WALTER'a TILLR.Jr.P.E: P.E. SEAL/SIGNATURE/DATE rtioaiDA,.ue. P 44167 s SHEET' 6 4 OF 20 i i i 04 *NOTES ON HV LOCKS AND CENTERMATES I A 9 a a Y N 5 T� U �� f'"� � - N.3•l:°"1.?`,+L:,jO1TL_u 1. MANDATORY CONDITION J1: ONE HV LOCK.2&or®'SHALL.BE USED;AT,1/2 OF SHUTTER AN FOR ANY SPAN 00•l: OR 12'ABOVE OR 8E,{,OW �2'OF SHUTTER'SPAN FOR SPANS UP TO !OS",AND FOR iNST TIONS A. ANY ELEVATION..HV LOCK 12,_$or MAY BEUSED AS AN INSIDE'OR OUTSIDE LOGK ATTACHED-TO r11 OR 1 - n CENTERMATES W/(2) 1/4'0-20'x 1/2"LONG.FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON /} TYPICAL SHUTTER ELEVATION. ® 2, (j;.tF DESIRED,FOR BETTER PERFORMANCE OR FDA SECURITY PURPOSES, UP TO TWO NV 1S LOCKS2 .�OR MAY USED AS.AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. W110 0NILY WHEN M Ry CONDMO14 01 CONDMON MN N A- �/ ,..., �3 Ic 1c O H;}(,�Obhc1• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY :Som 5 ai�8 as C44_ a`` BE USED IF DESIRED TO.ENHANCE SHUTTER PERFO MANCE. LOCKSNO RODS OR AN ALTERNATIVE DEVICE 11 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE P,OSfNON). 4'. MANDATORY-CONDITON J2: ONE HVLOCK® ' .®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT'ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE-OW INSIDE LOCK, oil GATTACHED TO @ CORNER CENTERMATE WI(2) 1/4 0-20'x 1/2 LONG FLAT HEAD S.S. M.S.TWO LOOKING RODS 11F AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED,ON TYPICAL'SHUTTER ELEVATION. NOG.•NY° MAXIMUM SHUTTER SPAN SHALL ESE;DETERMINED AS PER SCHEDULES.SHOWN ON SHEET 12: o &u3 `§ W�'9 .5 °� • ONE ALTERNATE F1V LOCK MAY BE USED IN LIEU OF HV I:OCK or' FOR-ANY SPAN AND INSTkL l0NS-A7 ANY ELEVATION.,AL RNATE LOCK®`MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT Sl 8 „ OF 1Jt"0-20x3ja"S.S.THUMBSCREW TO tfji OR CENTERMATES SHALLBE MADE Wf 1J4'ia-2023/4"ALUM. N -�DD"�Q'� oo•., RNNUT AS SHOWN ON.SECTION HVE,SHEEP 8. ONE LOCK SHALL BE USED AT-1/2 OF SHUTTER SPAN OR 7W0 t ►. 8„g RS LOCKS AT 1/3 OF SHUTTER SPAN. 1 )� ® S. MANDATORY COtiDiilOM J;FOR KEYSTONE DtINRNG lNcrfUfUiAT10NS: ONE HV LOCK¢�or i�or 1�' SHALL BE t111 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELON 1/,2 OF SHUTTER SPAN FOR SPANS UP LL�:4 1TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK�or ig or @,MAY BE USED AS AN INSIDE OR � OUTS(DE LOCK,ATTACHED TO .or SYMMETRICAL.CENTERMATES W/(2) 1/9".-20 x ,1j2"LONG FLAT HEAD:StS. J M.S. LOCATION OF LOCK SHALL BE AS'INDICATED ON TYPICAL SHUTTER ELEVATION. USE,OF LACKING RODS'9 Wj SEE ENO OR @ TOP,AND BOTTOM IS'COMPLETELY MANDATORY, CONNECTION DETAILS ON D F E N I J K L YV, W . X 18ETYP.1FULL I+ *�(QTFS_ ON HV "T" LOCKS AND CENTERMATES• HEIGHT. OF CORNER . ji VALID ONLY FOR W'r L9q AND CENTERMATES a AND M1UYITEa K 1 CENTERMATE I&ONE ALTERNATE HV"T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR'ANY SPAN AND Itf.ST-ALiATION AT ANY ELEVATION.ALT RNATE LOCK t AY-BE USED AS'AN INSIDE OR O 0E LOCK. ATTACHMENT �y �•LJ \�,:'.�J, lJ OF LOCK(59 INCLUDES USING,KR�EINFORCING LOCKER,AS SHOWN ON SECTION;HVG,SHEET 9,WHICH MUST BE 10'tL:l ax l"J+1�3'?'t t CONNECTED TO CENTERMATES I&ANDwj 1j4"0-20 x 1 ij2"LONG S.S.THREADED BOLT W/7j8'0 x 3j32 *(Z) + � J+ 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' R 7 Tai 6 181 ox MAXIMUM ABOVE AND'BELOW MIDSPAN. USE OF TWO LOCKING'RODS g�TOP AND BOTOM IS MANDATORY. •t e aR i s+ a i s+Qac t"n7•�iA *NOTES ON HD LOCKS & CEN?�TE@MAPS: I, n K 3 Wj HD CENTERMATES C31 OR(32 1 ONE ALTERNATE HD LOCK Ca3 MAYBE USED IN UEU OF TYPICAL (1� HV BLADE SHUTTER ELEVATION HV LOCKS OR .^FOR;ANY SPAN AND INSTAUATIONS AT ANY ELEVATION.ALTERNATE HD LOCK,©MAY BE USED AS:AN INSIDE OR OUTSIO,�LOOK.ATTACHMENT OF HD LOCK l�4 TO g IS W%'3 38.x 3/8'F.H.S:S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT f AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC;SHEET 10.LOCK MAY BE'INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF.LOCKING RODS OQo..TS COMPLETELY OPTIONAL FLORIM. BUILDING,CODE( On High Velocity Hu&iccne Zone, it ` j 02017 TILTECO,INC. 02017'EASTERN METAL SUPPLY. INC. i 1,, P ` cnrs ' z BERTHA HVTM Accordion Shutter SystemTOw v. MAX#t w/at w/o Hv vNoow MAXI -7A S A " / - ; Ameticori Shutter Systems EV;'N 'DE'BCRIPTION DATE DRAWN'BYt LC: -0 ^�F�.' e TILLIT TESTING & ENGINEERING.'COMPANY Association, Inc. '+ OLD 15-08507/27/17DATE: O7f27f1T Q' 6 6355 N.W.35tH.S4 S 305„VRM"WOVZS FLOWA 331E Pnona: (305)871-15!0.Fox:(305)871-15314268 WBstroads Drive z DRAWING Na a1 UNaaoOaoLaom West'Palm Beach, FL 33407 3 �SjaNA4�N�ti,l+` WALTER -MOS7,19r.RE1 7 1'07 r FLORIDA Liz.Y'44167 s SHEET P.E. SEALJ51G1Vt1�URE/DATE 6 5 OF 20 ONCRETE ANCHORS' POURED CONCRETE POURED OR;CONCRETE BLOCS POUR CONCRETE—, (SEE SCHEDULE ON REOUIREG i/4 0-26AS/+'S.S. SHEET 13Y CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED 1i REQUIRED FOR, f (SEE SC LE NUTS/® 12*O.C. /// I1EDU ON CONCRETE ANCHORS /.f 17 18 A NE(SEE MOUN71140, 014 SHEET'7) SHEET`i3)" (SEE SCHEDULE ON.SHEET 13) F. ��% - f Min. 7/4'0-2fIx3j4'S.S. j 2 OR 14 / / f E0; E0. MACHINE'SCREWS /• _ 7-ED EQ ato / '^'� /I' "/ -_ USING 1/4"-20 NUTS /T 2,. 19 ® 72"O.C. / / a/2 /" / / 13 pa 15 // /� /' j3 OR 15 .250'Max. , / t f _ ..._ .25x0' r _ L •�E.D!' 1, 'f \ _ .250'Max. Ei D.7 I/ + ` I r i I Max. / E.D.•�' f � r t / ��IDI.�f 1 i --1 / /.- ,/J/ OPTIONAL ,1' / pPTi0NA1 '+ i i t I ' NN.S TAPATIOW i *soclu ON11� i I MIN.SEPARATION TO GLASS 1 i"11 FOR EUDC mA�9 I T---oOR 1 i IXI S f"— SEE SCHEDULE ON SHEET 17) ' ON SLEET 1o;FOR '7 I I -1 I EXISTING + g, tp��gj, I MIN.SEPARATION TO GLASS �I GLASS—. ;"(SEE SCHEDULE ON SHEET 11) EXISTING 1+ r GLASS--i I ©HV WALL HEADER INSTALLATION a HV WALL HEADER INSTALLATION (� 'HV WALL HEADER INSTALLATION + KEYSTONE MINEXISTING i ' (SEE.SCEHEDULEOONTSHEET S7). GLASS—� ta� OR �� ' I I EXISTING I W alSS 151E I 1 —(SEE 5£PARATtON•TO GLASS 1 t GLASS. ; t �7EG13E On 51E£t (SEE SCHEDULE ON SHEET It) i I ,I,MRWDE m� i gSfEr c6pa,{9 i z EXISDNG ' II 1/4'Max. // f OPTIONAL I GLASS--� ,E.O7� � :•i i it i i �.� / G'f r = / ompNAL /f �/ l/ /3 oR j __/ I �E.D.•// I 5 E D! In LE ED 13 09 15 +f.•!///�" / 7"y111111 12 OR 1.4 1/4"0-2ox3/4's,s. "/ -'t M11 4-O-zOx3 4-S.S.PHILLIPS O / E .PHILLIPS TRUSS HEAD I / CONCRETE ANCHORS / / MACHINE'SCREWS USING: / TRUSS HEAD MACHINE SCREWS ---/1 `CONCRETE.ANCHORS, f. I" •17'oT+18 1: 1/4'-20 NUTS'A 12''0.0. i y (SEE SCHEDULE ON W/ i/4-20 NUTS 0 12 O.C. (SEE SCHEDULE ON SHEET i3) r {{4--Mm. POURED CONCRETE. SHEET 13) OR CONCRETE BLOCK POURED.CONCR IE REQUIRED OR CONCRETE BLOCK f—�,y tCRETE ANCHOR°' (SEE SCHEDULE ON HV WALL SILL INSTALLATION WALL REOUIREO C) HV WALL SILL INSTALLATION SOURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED Q HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION J�� I..� RDETAC!LS W/. 1-SEE'SHEET 4 FOR TYPICAL SHUTTER E,D.-EDGE DISTANCE SEE UMITATIpNS OF USE FOR 1.11. I.[V 1'J'LADL. ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE L�A ON•SHEET 19 2- MOUNTWG.SECTIONS CAN 13E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (/ ai ,_ . int R A•�� .' FLORIDA BUILDING CODE(Non :High Velocity Hurricone Zoite tl •C••"• 4/M -02017 TILTECO,INC. Q2017 EASTERN METAL SUPPLY. INC. ��c Ns� '•:�= RTHA HVTM .4 �+ /� Accordion Shutter System IL ECOfiNC. Accordion HV. :#1W/OR w/o KV WINDOW MADE American SFi4ifer Systems N DESCRIPTION DATE ORAWN'61-: L.C. •. 4�"'^ � C¢t,�' TILUT TESTING & ENGINEERING COMPANY ASSOCIOtIQnF Inc-, t _ OLD 15-085 7/27/1 at,- 07/27/11 r{�•,•(0 6355 H.W.wa,.s+. Ste<3a5.wRchu caAOENS.FitXRffiA 331 4268 Westroads. Drive 2 - Phone:'(305)871 1530.Fax':'(305)871-1531 DRAWING Na Q�A. ��71#/t a ma�iaDi0Y�w7a'gLeom West Palm Beach, FL 33407 4 1.7-107 r�•'_ WALTER A TILUT Jr.P.E. Mfr�r�rr/1/ FLORtDI.LTC�41167 �5 SHEETRE. SEAL/SIGNATURE/DATE 6 6 OF 20. CONCRETE ANCHORS KtL:51F4iLlrAX! I ' POURED {SEE SCHEDULE ON SHEET 13} , OR 1 i O 1 1 1 7FCONCRETE, w `'(� EXISTING:5lAEOlIE'GN 51EET `'ISm SCMmV1E 'REOUIRED `� EOG£OF -�11 TGR BILA(DA'O GLASS--1 sfvNullW. '�`'�1_t) f y / /ri`^___ f rf StGE O ;{H s¢r 18 FOR f'"�to GrASS I i 16 y. .. // // E j 4`.,.`/,.//! APPUCABLE GLASS HJDLS(D,t ` .. ,'y` // /j !� l �'/ i ALTERNATE i i l i i( i i EXISTING / i i GLASS I f t I;ANCHOR f / / ,r��•,' <1 1 / 1 I gtOx3 4'.HEX WASHER,HEAD 11 4R,i3 oR 15 3/6 ION. ILK SCRENS O 12O.C. g -T!/,/ / r : BOE OF IF f i m 3/8 uer. CONCRETE ANCHORS a 1 ,�''� APPL{CABLE 1 1 "ry ©• 7 ,(SEE SCHEDULE ON SHEET 13) EDGE or .� STING ' i EDGE CF_.r//:'/ /f/ '///,/ r / /f//,/�//. //j f //?r / P ICABLE , /;' E GIASs I APSLABPLICAIF BtF I 1///1/Z / /1/'-"J " / ,'r E�IF OF f.r`�rl /•'/i.:' /i" 1 NN.SiPAwl7tal Ij / / O / O. i r: /,• r /r APPLICABLE POURED - E.D.4 CONCRETE USEDJ ELAS.HEAD CONCRETE ANCHORS ( m aAs,ls� / i / �f// / / // r� 'CONCRETE REQUIRED fSEESGHEDUiE ON SIiEE7'74} 57£IXAE.tl1 O$TPOURED-"/ f F , f- f ; // -} Il.FpT HSLE'mRD �. REQUIRED FIAT HEAP CONCRETE ANCHORS I D4 94M IO RR (DOR 1 CONCRETE (SEE SCHEDULE ON SHEET 14) aAtSsrDaQ REQUIRED D.• �' 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. Q HY WALK=AVER INSTALLATION DESIGN PRESSURE RATING,&FOR SPANS PER (D HV FLOOR INSTALLATION t SCHEDULE '#3, SHEET 11 0 HV CEILING INSTALLATION EXISTING' NTR SEPA4ATIGR -� : CONCRETE ANGi10R$ i--- (SDE s GUMS trs {SEE -SCHEDULE ON i#*a IT*8l-">a6E TAPCON , q s 11) I } N '``1 —• 1 SNEET'15} r, AD/ANCE07NRFJJ71`tFiN j ON SMR 11) ts EXISTING—^I 1 1 GLAEXISTI55---t 1 FASTEKOIS TAPPER+TECtINCLOCY OR /NCHCP5 W/ 1/4� EXISTING-.,t. tr;:, CLASS J"'t sTrAa+tarr m c1Ass ---� 1 3 4 NIR.EUBEDUFM 0 6' Mme. GLASS i * (s2 soeant ar sa*11) ) —A—to 1 /! (5FC iWECVGE aR.St�[t 117 1 ;:_o*U,T� '�H�Av I Ij 1 - s-D•1>P..TD e•-O'1lAX.APPLY r I I 1 iL1AX �. c„{'pAyT AT EVERT IENER HEAD v..D` i i NRt .-r i TEK SCR£VtS > ,)(SS N01E OR rtf 2; l 1 ,� ala 11 TDR UMTATX7N5 3$ MAX. i t 1 , OR 15--{ I 1 HEk HEAD CONT.SMAW--�_4_ 1 / 3 8: .® 12"O.C. ! 1 // )014x3/4' HEX HM--J;1 "`� 1 3/9/ ,.' f;.I / USING 143C f4PSNU75 - -- 14x3/4'Sr /. .--/-- 1 / TEK.SCREV7S 9'O.C. ; g'.1 7 7 3/ Yr /} / o 12'D.c. OR 1/410-20 S.S.M.S. I4($EE ONCRETE ANCHORS 1 - - c/ _ _ lAgx. .,CHEOULE ON 49 9'0.C. W/NUT®9'O.0SEES 14)' / f . EXISTING NON STRUCTURAL _-T' , �__�..-' • a 200'MIN. WALL TRIM(OECOFAIIVE 1(2'- 1- / '-i7 Ria E.D. Sat} /// —1/ 7 EDGE OF I 014 3/4•F.H.S.D.S. MIN: POURED COT+CR£TE `� j r � / ' SLAB IF �' t/• \ Q.3 Q.C. - / 8- ?A'PLt l—CONCRETE kNWars -SEE NOTE T3(C} l.SEE NOTE 13(C) REOUtr6:D `` POURED CONCRETE (SEE SCHEDULE AN ON SH£ET'1P OUR?ED CONCRETE ON--SHEET 1 E,p, / OR CONCRETE BLOCK SHEET X14) OR:CONCRETE BLOCK / REQUIRED REQUIRED KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED FIV WALL FLOOR INSTALLATION FIV WALL WALK—OVER INSTALLATION MxxNu"stiv SpA PRESSURE:.«64.a2.Pu CONCRETE e!A%IMUN sxuTTER:SPAN 8•-D' REQUIRED O HV RAMIJARD INSTALLATION t > E _ NOTE FOR COMBINATION OF�fCTiONS: t -- t REMOVABLE't%JEN PERFORMED E. D. =EDGE DISTANCE ADJACENT U. AN OPERABLE"EX 1TF�EE UMRATIONS OF USE FOR I- SEE SHEET 4 FOR TYPICAL SHUTTER {SEE.SPECIFICATIONS ON SHEET 13)_ OR ENTRANCE BLADE to ON SHEEP 14 INSTALLATION DETAILS W� `1 HV_ BLADE ASSEMBLY _ 7t M ANY TINTOSEC ONS N BELATiONINED yIlll. 0, k i!�'''+,. FLORIDA Bll1OW CODE{Non Wgh Velocity Hurricane Zone \y 02Q47'TIlTECO,INC. 02017 EASTERN METAL.SUPPLY,INC. 1. ��c �vs;-• "�' BERTHA HVTM 0. Accordion Shutter System /_-_fiTT_Eq-3 ,NC• tiV.:£+ADE#t wj OR NT/(3 M.V.WiNI Y MAX ,Q :• TILLIT TESTING & ENGINEERING COMPANYf American .Shutter Systems Cv.N' DESCRIPTION DATE DRAWN BY: LC. �p�•, Ki ° Association: Inc. t OLD Ts-ass 7J27, wTE: o7jz7j.17 \ 6355 RW.uU, sL SU'AS,MAGNA GIAWIS.FILOAZA 331E SopIOt•:'4 .P 42$8 Westrbpds Drive. •—+ ---(r Phone:(305)8]1 1930.Fax':'(305)87,1-1531 DRAWING NO J �AL .I:t0006714Dr. West Palm 8e0Ch, FL 33407 3 �.....f:A ( WALTER A.DTILLLIT'Jr.P:E 5 sHE r 107 P.E. SEAL/SIGNATURE/DATE FLORIDA LT_a 44167 6 7 OF 30 SEE END 'WALL 0010 & i's SEE NOTES ON'LOCKING RODS 0..HV LOCKSS D oro r r .INSTAI_LATION-S W,/ 1 HV AND ALTERNATE iw LOCK 6O SR. I. F0_u I 90 —IN-1 EXiSi NG GLASS **-BLADE SLACK.OETNL MW IS VAUD FOR_ALL BLADE W. HV' CENTERMATES CENTER MATES APPLICATION-TM PG Q6R®"© LJ°"®°�10 •Q°� 1 OR SEE.END WALL CONNECTION 10..&M@.'Q3'caQ•©� —EXISTING GLASS DETAILS ON SHEET t 2'x2,5/8'x0'-2 1 @-@-@-@-@Y3 1/4' 7- 61j2" 7• (6063-T6 ALLOY),ALUM. OPPOSING SYMMETRYCAL. ANG LC�W/2 1/4"0 TAPCON 1/2' M o• ANt, CR�I�S T°:cONGR LE• ' CENTERMATES CENTERMATES MIN.SEPARATION (TOPj6OTf0,M)& #10x3/S''S;MS.0;12' W/' HV LDCK'. b or W HV LO(..1(.n ar 25 TO GLASS: (4)$10x1/2"S.M.S..TO TUBE1 O.C.FULL LENGHT. {SEE SCHEDULE AT EACH ANGLE(TYP) ^1 ON SHEET I f) 1�i }' 4 JJ I - --------- - - - -- - --- --- - -_---t--- - ---- a LO ' 2, Qp®a© Ll°R$�oa1D*.1Snc C:% if �1\J HVB OUT HVC, 10 Q5?"Q•Q3 a 1 •QQ�a HVA Q ¢� Q-QQ « aQ�P 10 •©s« POURED CONCRETE t7R � EXISTING GLASSCONCRETE'B LOCK SPALL ©*7O r©av©:•Q7 • 6.�"I 1D•k:'J oa Q•Q°A Q'Q m+ — } REOU ED _ _ _moi __ __ E7(ISTING 5•®°"Q`�"'Q'Q°"� I SYMMETRICAL L,1 �'Q"'�•O'O� Q J GLASS j I N Mm. SEPARATION CLA — • 8 oR 9* i9• 5 Ex1snN_ CENTERMATES . 6 @(,'�� 0 (� TO CHED (��} GLASS * Q'�.:1°R 1Q''®°RL;J• 'V! ox (SEE SCHEDULE �J � TI- ca « ERIOR 8 • g 9• 3 m 1 s- s ON SHEEP i 5) MIN.SEPARATION' {INTERIOR) _--- •T0 G1A55 (�C"L!}y,� —1 �Q•®_ (SEE SCHEOULE� IN OPTIONAL -- —_— ------ ON�SHEEP 11) (INTERIOR) t� ---- ------ - OUT CONCRETE/ .1 •�PNCI 2b"O.C. n3 r 3 8 1f2"MAX:SLACK r OUT 3 C (EXTERIOR) FIVE �J �7 HVF*:* HVID FLORIDA BUILDING CODE(Nan High Velocity hurricane Zone µ� ®2017 EASTERN METAL,SUPPLY, INC. 02°17 TILTECO,INC. V G BERTHA HV, ~ /►//�� A Accordion,Shutter System ■, ■ ■ ■ FW. BLADE#1 W/CR W/0 KV.WWW MADE American ShutterS stems REV.N DESCRI TICCIT TESTING'k ENGINEERING COMPANY Y P'110N DATE' DRAWN BC Lc: Association, Inc. t 'oC0 15-085 7/27/1 wTe .07/27117 �` �,,•41 �� 6}55 N.W.36SM SL;Sle.305,NRSSAtit GARDENS,rLCROA 3�5 Phone:(305)871-1530 rO (305)871-1537 4288 Westrodds Drive 2 DRAWING No' J t.A \ 111 m61:t1knoOo.l .. 'West Palm Beoch, FL S3 07 .3 rl_p�,,E: S�QNAL��,it E8-0606718 4 ,17—iV7 .. rr/! WALTER-,k TILUT Jr.P.E. ` 111,rrrr,' FLORIDA Lto.9 44167- 5 SHEET SEAI`MATURE/DATE, 6 8 OF 26 ALTERNATE INSTALLATION W. H "T" LOCK PO. HV MAL EMA E "T" LOCKS CENTERMATES 8 9 & LOCKERS W 1 V BLADE' SEE END CONNECTION DETAILS OH SHEETS YO dT 76. INSTALLATIONC� HV BLADE OUTv IN �` 'R�EUt55 BLADE(DSLACKORE 1L HVT,N01CATEO ON SHEET B, W, HD CENTERMATES. n . ®wO O O AS WELL AS UNIVERSAL FLOATING BLADE 0 DETAIL HDD-KVD. i' 6• ]w 8 W!10O• 3 w INOIOATED ON THIS SHEET;MAY BE USED WffH'TNIS ALIERNATE 10 w®w®•®w0'®w INSTAUATION DEWL HVG SHOWN IN THIS SHEEL SEE END WALL CONNECTION DETAILS ON SHEETS 70 R 18 (6O6J-T6'A11QLt NULL w� —E W/(2)I Oro TAPL6- i e/e- I 35* * 35 AN'CNORS 1(0 COIv'CREIE . (OPDONAL) L_—_______—___ ___—_———_._________________ _ (s)PmI/i�0' rD ODnIEE I /IOA3/4•sJrs o Tz- ------ --- ------ ---- 4 =-- — �,I (ownoNu) AT EACH.ANGLG(tT'P) I / D.C.FULL IENGHf. # IN (4)H.V. IN (4)y.v.. 33 !tN.s APATrox 3D HV "T°' FNS(TYP.). 6 7 J/A PINS(TmJ TO aAiS 5 nl 3 LOCK (INSIDE) 1 6 a —----------- -�' — — — — — — — I nh/a• .2 J/a• • ® 5 �:J OUT 31 OR32 33 31 OR 32 31 oR 32 31 oa©2 * 2 1/4" 0.-20 x 1 1/2" S.S.M;S: 4 35* ( 3 N- SEE NOTE 6 FOR HN LOCK; W/ 7/8"p x 3/32" WINGNUT'. (oPno.A) — OUT OPnG HDC—HVC - NAB HVB. x 'T LOCK,ON SHEET s. SYMMETRICAL HD CENTERMATES ©O HV "T" LOCK (OUTSIDE) ' � SYMMETRICAL HD CENTERMATES `, V✓/ ' LOCK (EXTERIOR) W/ a LOCK (INTERIOR) •r$RIES9444 ALUMOYUN �* (2024-T3 ALLOY)LARGE FLANGE THIN w©• 7QaI BOa,LO•®aA ®, AS MA UFACTURUTSERT.PMT I.DEL, AS MANUFACTURED BY AV00._CXERRf TECTORY;.PARSIPPENY,NEW JERSEY 07054OR EQUAL ©•O''�w©'O'�®w — ---- ---------- SEE NOM ON LOCYJNa BOOS®i 10®LOC(S ON JHEET S UN.IE SAL BOATING ftME®DETAL HDO-HYD IS ,YiWD NR Al CENTEINATES OP TIONS WNH E=E(D HDD—HVD�' FLOATING' STACK jllll//!/III/•, EN A. T '''' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ' cc 02017 TILTECO,INC. ©3017;EASTERN METAL SUPPLY, INC. S BERTHA HVTI, .4 rA.S'.S■A■ Accordion Shutter System L E C.O INC. KV BLADE f1 W%OR 1N/0.H.V WINDOW MXF �••. - Y/�• TIL IT TESTING &.ENGINEERING COMPANY ARIBTICOfl $f1Y9f $ 3}SRi9 0 @1A� Phone36(305)87oJ1 G htaO W.ecmo�87IL 531RIDA�La 4 68 WAssociation, Hoods Inc. Q2H OLD tsPo65' 07/27/11 DRAWING No s!�NAE��'�1T+'' EB-0006719-000s716 L West Palm Beach, FL 33407 3 •:•' (/peed WALTER A.TILLIT Jr.P.E. 4. 17-107 FLORIDA Lia B 44167 s SHE 9 OF 20 P.E. SEAL/SIGNATURE/DATE A. POURED CONCRETE OR —f !' POURED CONCRETE OURED CONCRETE 'POURED,CONCRETE. ' CONCRETE BLOCK'HALL / OR CONCRETE �' OR CONCRETE �� OR CONCRETE / rr // /// BLOCK WALL REQUIRED % i BLOCK WALL REQUIRED .BLOCK WALL'REQUIRED' REQUIRED ,, � ! -EX GLASS / EXISTING GLASS / CONCRETE ANCHOR•F ,i 'EXISTING GLASS !/ ' �- - ! �4 2-MIN;.-Z EXISTING'GLASS TO To SEE ., tt JLN.SEPARATION i SCHEDULE ON SHEET // IMN. N TO aASS(SEE , - ! / 17:O EnADE.Oaw J To q�A55'.( I•' l ,I,:" TO LASS;(SEE ' SCHEDULE UI SHEET 1/16'x3'MAX: - ON SHEET 19 EOR I SCHEDULE ON SHEET .' i I TO GLASS:(SEE / / % 11 FOR.ElACf RAND '(6063-T6) CONT. E+LADES�k 1 .� / 11 FOR BLADE©ANO I .SCHEX E ON SHEET IXJ SHEET 19 FOR ALUM. CLOSER ON SHEEr 19 FOR 1/2- " 11 FOR BLP1>=mM� (LOCATE AT .0 LIADES O31�9t T:LATE..(LOCATE I/z• I \ E$ADESOrE Q� .I-� ON SHEET 19 FO(t. OF(D)THFR SIDE I AT EITHER SIDE MIN , I I r 1 ac(13 1/2'MIN. OF®) I I 4 USE 1'OR 2"MAX. , Y (/10x1/2`S.M.S. I I. I �` (AS APPUCABLE)x2.•x1/e'.o'-Y 10x,®26S.O.C. ' 0 i6�O.C. - _—_ _�. ALUMINUM CLIP ANGLE *1 pkl 4 (6063-T6 ALLOY)'AT MIDI GHT 7 I �' •� (1)'#10.1/2'S.M.S.TO ��4�4 ---"' SEE DETAIL X FO WALL T " S ANCHORS TO -WALL AT 1 D.C.0 C. (LOCATE AT QR SEE DETAIL X FOR )...QR ®� 2 SIDE CONNECTION TRACKS OR '� _EITHER SIDE OF Q) OR ®� SIDE CONNECTION } �°'©._OaOa10 r®� SEE DETAIL'x FO ¢ 1 ® 6•0a 8 10•Q3� TO TRACKS ® 6, 7 a 8 10,®a I 10p SIDE CONNECTION 1 ®°'©•O7 a000'®' G� L @-@. �®'®a TQ TRACKS 1o�p�® ® �®a ©•0 ©"©•0 ®a ©,0._®W©_•0•®® p•® �•®m0•�"' Q•®aO END CONNECTION DETAIL(� END CONNECTION DETAIL Q END CONNECTION DETAIL(1) END CONNECTION DETAIL 4'REQUIRED'ONLY FOR SPANS,GREATER THAN 12'-0' POURED CONCRETE OR EXISTING EXISTING jg. /2"Sr CONCRETE BLOCK WALLGLASS i� REQUIRED ' / 10x7 .A1: ! _-_- ,� "ro GLASS C(SEE. � L4N.SEPARATION Y U'—.. .--- LE '" / ----- II FO ONE SY,EEf RE TOCLASS'(SEE �_. < ©OR®OR@OR it FOR BLADE tQMD 'CONCRETE, / I/2'MIN.. SCHEDUIE,ON.SKEEr _-- -"' IBIAD65 &,n 19 FOR ANCHOR® 11 FOR BLADE RAND. ____ )' OR S OR t OR i / CONCRETE I 12'O.C.,. ON SHEET 19 FOR O ANCHOR % j / EO ) 5 RABIES 7Q&® I __ _ OR(g j 1 _ 7/2'FAIN. ' �� D.C.c. ..--I' I ► 4 '12-MIN. _ EO - l 6 OROOROOR ;/2"MIN. ! � SEE UMHAnOtJS'OF USE FOR LAIN. ,� BLADE ON SHEET 19, �OR I S.OR�OR�OR 1© VIEW Y (COR ®' PLAN O O pw DETAIL X ®a0O O.O ®^ �4©•p7aaalo POURED CONCRETE OR 6 7 8 q 10• I REQUIRED BLOCK WALL 10' 10 ® ,,©•�p:pa END INSTALLATION © O 00'. ®� HV BLADE OR o H1/ WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL NNECTION D © mQ® FLORIDA.BUILDING CODE(Non High Velocity Hurricon.e Zone' 1111+��,•. •�.Ely•• 02017 TLLTECO,INC. (P2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 1L E.CO�N�., A S S A Accordion Shutter System e 5t ■ ■ ■ ■ H V. BLADE#1 W/oR w/o.HN..WINDOW BLADE American Shutter Systems TILLIT TESTING do ENGINEERING COMPANY Ev.He DESCRIPTION DATE DRAVVN 6Y: 'L.C. ,.F� 6355 N.W.36'.h.SL,Sl 305,VIRGINN(A9CEH5.'FLoWA 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE 07/27%17 Phone i(305)97+ 1530.F-:(305)671-1531 4268 Westroods Drive 2. s •NA tN11111 R E9L'OOD67191— West Palm, Beach , FL 33407 3 DRAWING FNo ,OWALI/111 1'(ALTER A.TUIT dr.P.E. 4 17�1 07 / FLORIDA UG.!44+fi7 5. - P.E. SEAL/SIGNATURE-/DATE SHEET 6 10 OF 20 SCHEDULE41 SCHEDULE #2. SCHEDULE #3 MAXIMUM SHUTTER SPAN` "L+." OR "L-" MAXIMUM SHUTTER SPAN*- "L+ MAXIMUM SHUTTER(SPAN*'"L+" (ft.). FOR INSTALLATIONS'W/ OR "L (ft.) FOR R "L-" (ftJ.INSTALLATIONS 1NSTAATION LEGEND CEN'TzRA,,,TES, & ® oror INSTALLATIONS W% W CONCRETE & V)/ ONE HV: LOCK ,® or ® or or & ® W% ONE HV LOCKS MANSORY WOOD POSITIVE ASA UDESIGN VPR SSUREABLE SPAN RATING. GIVEN HD LOCK W/ NO LOCKING RODS or ONE HV LOCK. or®or OIRW' NO LOCKING 1-7: MAX: ALLOWABLE.SPAN FOR A:GIVEN NEGATIVE CENTERMA7® 28® 29 W% ONE VI/ NO LOCKING RODS ® WALL. A', 8;C, 0, E M, N-C; P. 0, A.S.D. DESIGN PRESSURE.RATING: HGJ;"T" LOCK 30 W/TW0 LO®K NG (SEE NOTES t 1`F) 005 'MOUNTING F. K & L R, _S, &.V. (VALID FOR MOUNTING Q RODS 35 TOP &-'BOTTOM EE (2) PROCEDURE TO DETERMINE IdAXIMUM.SPAN FOR NIJ�T117��CC ++ /� SHEET 7) FLOOR/CEILING G. H, I, 11, J T. U. W & X 'WALL MOUNTINGS TOP BOTTOM OR FLOOR/CEILING: CONCRETE"&100 d INSTALLATIONS V CONCRETE&'WOOD MOUNTING ( / ) CONCRETE' & M A.5'O INDESGi, AiDD..IDESIGN IN%, N A.S.D.o�6N LNSTALLATICNS GIVEN A POSITIVE,A.S.D. DESIGN PRESSURE RATING, PRLssvRE WALL MOUNTING FLOOR/CEILING PRESSURE wu MOUNTING -PM DETERMINE MAXIMUM SPAN "L+" FROM,SCHEDULE. RAPNG MOUNTING RATINO $ RAT= FLOOR/CEIDNC MODNIINC (Paq (-Q FLOOR/CDUNG MOUNTING (P-0 OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, I.OR-) I.OR-) (+OR-) FlAOR ALL MOUNTING DETERMINE MAXIMUM SPAN "L-- FROM.SCHEDULE. L 7 (it) L-(ft) L.4 (ft) L-(ft) L+ (ft) L-(R) .L 4 (R) Lr(ft) d MAXIMUM SHUTTER SPAN 'L+"OR 'L-"FOR 30 OR LE 16'-0" 16'-0" 16-0"' 16'-0' 30 16'.-0- 16'-0' 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10" 15'-2' 16'-0" 35 14'-10' 14'-10" 35 15'-2" 16'-10' 105 ps1.A.S.D. DESIGN PRESSURE RATING. MINIMUM. DETERMINED SPAN BETWEEN 'L+"AND "L 40 13'-10' 13'-10' 14'-2' 15'-2" 40 13'-10' 13'-10" 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1 13'-1" 13'-4" 14'-3" 45 13''-1' 13'-1" 45, 13'-4" 14'-3' t HV CORNER CENTERUATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8" 13'-7" 50 12'-5" 12'-5" 50 12'-3' 13'-1- .MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS:. 55 11'-10' 11'-10" 121-1" 12'-11` 55 11'-10 11'-10" 55 1 I1'-1' 11'-11" SHALL BE AS INDICATED,ON MANDATORY CONDITION 82 FOR.A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 1 12'74" 60 11 1-4" 11'-4' 60 10'-2" ,10'-1.1" NOTE#5,'SHEET 5. RATINGc 65 -10'-10' 10'-10' 11'-1- I1-11' 65 10'-10" X10'-10' 65 9'-5" 10'-1" DETERMINE: 70 .16.-.6' 10'-6'- 10'-9" 1l'-5 70 10�-6'' 10'-6" 70 8'-9' 9-4' Li+- MAX: SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1" 1 '-1" 10'-4' 11'-1` 75 10'-1' 10'-1 75 - 8'-9' L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 10 _ ' ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10' W-10" 10'-0" '10'-9" BO W-10". 9'-10" SPAN-"L+'OR"L-'AND MAXIMUM AS.D.DESING 85 9'-.6" 9'-6' 9'-9' 40'-5' 85 9'-6 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE OR CONCRETE BLOCK SHALL BE UMTTED AS FOLLOWS: RATING: 90 9'-3' 9'-3" 9'-5' 10'=1' 90 9'-3' 9'-3' DETERMINE: 95 ,9"-0' .8'-9' 9'-2" 9'-10' 95 9'- 1- CONNECTIONS TO KEYSTONE MOUNTING 0' 8'-9" - Lr=.MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 D.S.f. AND B'-0" SPAN, SEE L2-= MAX, SPAN FOR FLOOR 100 8'-9' 8'-4' �9'-0' S'-7" 100 ,8'-9" 8'-4' /CEWNG MOUNTING MOUNTING AI ON SHEET 7. INSTALLATIONS. 105 8'-T 7-11' 8'-9" 9'_4"� 105 8:-T 7'-Il" 110 8'-4" T-7' 8'-7' 9'-2' 110 8'=4' T-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 118- 8'-2' 7'-3 8'-4'- W-11" 115 8'-2' 7'-3" MINIMUM BETWEEN "L,+',."L2+', "Ll-'AND'L2-" 120 8'-D' V-11" 8'-2" '8'-9' 120 W-D' 6'-1:1" SEPARATION TO GLASS SCHEDULE 125 ,7'-10' 6'-8' 8'-0" '8'-5" 125 7'-10" W-B" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM .ALLOWABLE,SPAN.AND NEGATIVE ASID. DESIGN 130 7:-8" 6'-5' T-10' 8'-1' 130 T-8" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2'' 7'-9' •T-9" 135 7'-7' 6'-2" WIND ZONE MINIMUM L.EPACING 140 7•-5" W-11- 7'-7" 7•-6' 140 7:-5- 5'-11' ASTM E-1996 SEPARATION 145 7'-3- - 5'-9" 7'-5" 7'-3" 145 7-1. 5'-9' TO GLASS 150 7'-2" 5'-7" `7'-4' 7'-0" 150 7-2' 5'-7'- 155 7`-0" 5'-5' 7'=2' 6'-9" 155TrO" 5'-5' 1 THRU 3 160 6'-11" 5'-2' 7'-1" 6'-7" 160 W-11" 5'-2-- 165 6'-10" S'-1" 7'-0' 6'-4" 165 6.`=10' S'-1' 170 6'-9" 4'-11' 6'-11" 6'-2' 170 W-9' 4•-1.1' 180 6'-7" .4'.-9- 6'_@' ,-1,0 175. 6'_7' 4--9- O H V B LA DE. 180 6'-6" 4'-8" 6'-8` 5'-1,0' 180 6'-6" 4--1- 185 6'-5" 4'-6" 6'-7" 5'-8" 185 6'-5' .4'-6" _.190 6'-4' 4'-5' W-6' 5'-6' 190 6'-4' 4'-5' 195' '6-3' 4'1-3- 6'-5" 5'-5' 195 6'-3" 4'-3' 200 4'-2' 6'-4" 5'-3" 200 6'-2' zos 6'-1' 4'-1' 6'-3` 5'-1' 205 6'-1' !N FLORIDA BUILDING CODE(Non, High Velocity Hurricane Zone 1� Q. ✓ 02017 TILTECO,INC. 012017 EASTERN METAL SUPPLY, INC. \GENs. 9 i BERTHA MV TLA L Accordion Shutter SystemEC;0 N . ■S . � HV. BLADE#1 W/OR W/o.KV..WNDOW BLADE TILLIT TESTING &ENGINEERING COMPANY ®�1Car1 ShuHer Systems R61,•N DESCRIPTION :DATE DRAWN BY.MaY. LG. '� '•,<<F�_ [y`Q MS NW 36th.St,.Sle.305,NRONN GARDENS,FLORDA 3316 /AssOCiGt on, Inc. t OLD 15-085 07/27/1 DATE: 07/27/17 Phone,:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive, 2 _�s ''••..... �\ L1a� a-mea:61teeec..I.... DRAWING No West Palm Beach, FL 33407 3 S�ONAL EN,FF'F WALTER A.ES-DTIOLUT1J,F.E. 17-107 P.E. SEAL/SiG13A`fURE/DATE FLORIDA Tic.j 44167 5 SHEET 6 11 OF'20 .•: • •: 1/ JARAP :� • • one all/ :1. :al' •: ••a• . „• .Ila • �' •: •. :al oj z4gsioN • .7:. :Iia .•; • Q 'a � Q. Q ra' • •• e .1 ' ®' ®1"— ' 81�®mm�®' 0�•.• m�� mmmvoovo OmmAevvvo mmmmonoomm00000 ®mm000mmm000000® mmm000vommmQnonmmmmmonoo®mmoonommmmAm000nno0ommo • »mmmomoo©®mmovovommmonnoo®mmmomo©®mmvonm000nnnonm mmmnoomo®mmvv000®mlaAonvo®mm000nommmoonon0nn00000 mmmon000®mmeomvommmvoovmmmmoovvommmoovmo 0000mm�o ' mmm000®omm�mvonoommm�0000mmmmomoo®®mn0000n000mom© mmmovnvosnmmvovonmmmonnmommmonnv®mmmvonoo......MEM , mmmonm�ammmomvommmmoo v�®mmmnoomm®mmnnoonAnmm�nn ' mmmonmoo0mm000®mmmmvovmmmmmao®oommmvo®AononmoA®v • mmmonoommmmvonn®mmmvono mmmvoovomm0�0®OO[1OO • A®®® mmmao®©ommmonomommmvov�®mmmnovmmmmmm®vonoo®ems®mm mmmnnmoo®mmovm®ommmoovvommmonvvo®mmoom®oomooAoo® ' mmmonvvommmvoommmmmo0n®m®mmo®voommmm®rsvo�nna®®oma mmmno©vommmoomoommmoono®mmmo®000mmmon®o®nomnommm mm0ov000�mmovm©minmmv�vommo®vvoo®mnmmvoo�oom®o©o ®mmnaoeo mmvom©ommmoovommmmmriloov®mmammomAonmoo®v ®mmo®vom®mmmo®om®m0vomv®mmm®®o®ommmomvo®nomAm©mo mmmom�oommmommoommmovmommmmmvom®®mmamemenommo©om mmmo®ommmmmom®oa®mlavonom®mv®vvoom®m®®o®anoo®®m®o mmmo®aoommmon®oo®mmv000®Iammvvoovmmmmmooaon000m"m , m®vvoo�ommmovmaommmoo�oo®m�mvoommimmmm�ao0no®v®oma ` ' �mmmm®voommma®000mmmmovvo®moAoovommm©omm000�©Doom ®mmm0oo•ammmv®voommmonoovmmm®ommommmomooAmnomn�n© snmmAoomommmo®�oommmomvoo®®momoomm®®000monn®v©Dom mmmovomommm0000m®mm00000a•m®amvvommomov®®oomm®vom ®mm©moon®mmo®Doo mmmvovao®m000mao®m®ovomonmmm o00 mmm©®omommlavmvao®mmv000mmmovoove�smmmm©omommoo�i-•�®®® ' ®m®®000cammmo©aoommmvoovmm�vv®oo ®soma®®mo0om®®om mmo®mvoammmo©mmo®mmAn000snmeaovA®mm®®v®v000m0®mmo 0mvoomoo mmmaovOA®mm®ovvea�msa®4®ao�n®aoo®m ori©v®v®o ' mmove000mmmmomoommmom000®�mmmm=o®�aam®moomdommoo mmmvomoo®mm000®ommmaoomo®movmo ommoo®momnno®®o®m ®m©ovmvommmv000mmmmoovoo�000aovmmo®a000m�om®©Dom ®m®00000�mm oAaO®mmoo®mo®�o�voo��®�000®nom©AHUM 0movvoommmmo®vvommoo®®Dov®vv000momv000mao�®®mmmo ®_ ' • • ' � � ®moomoaommo0®000mmomomommmmom000mmoomoAmnoOoo®om ' mma000am®m®00000mmo o®ao�mvvomov�nv®®v0000©v®Doe .. � • � . � mma00000mmmovmvoo�mvvovom�om�000�movvvoomom®Doom ME • - • mm in �mmmmoo®movmmmo�®mmonoo�®omovvo�oomo®mono oQm�e �®mmmo onnoovomommmmv�mdavm�vvommommmommoommmmmmm �mommoomommmmmmmm® mo m®v00000movmoomo�omomum•E2rAZmmmmvvom�ovovmaoo®veoeo 1•�• 11 �OVOOOVO 0OO - � 1 � r MA(IMUM ANCHOR* ' ., FOR A EN MAX, SHUTTER SPAN SPECIFICATIONS ON ANCHOR.REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ALS•D. DESIGN NECATNE PRESSURE RATING ANDA CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETF.Fit OCK INSFIfATl0.:c (SEE'•MOUNTINGS E G.k•H ON SHEETS,6;&7) 1.ANCHORS TO SUBSTRATE SHALL,BE AS FOLLOWS: RED CONCREWCONCREM BI= POURED CONCRETE (A) ;TO,EXISTING'POURED CONCRETE'.(Mint c-46.1 MAXIMUM QE WALL SILL MOUNTING ©;CEILING MOUNTING H&ROOR MOUNTING - 1/4"o TAPCON OR'TAPCON WITH ADVANCED•THREAOFORM TECHNOLOGY,ANCHORS,'AS:MANUFACNREO BY LT.W,BUILDE%.(M'n..Pe SPAN A14GHORC SPAdNC LEGEND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL-POINTS SCREW,BOLT.&SPECIALTY COMPANY.(min.-f'e;=J I¢i) (N) .01 N'_f1 75 P�9iE 111601 D'DESIGN 0. 75 .RA160 •6E0GN 1iF1 75.90112 R1dP#• P:< -1/4'0 BLUE TAP CONCRETE ANCHORS AV/CAP AS MANUFACTURED BY FLORIOA,FASTENERS DIRECT,INC.,(Min.T.-=2 k9i) I TAPCON OR 30 40 60 75 90 120 160 203 3D 40 60. 75 :9O 120 160 205 30 40 60' 75 .90 120 tfi0 205 TAPGON WITH ADVANCED - COMP TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS; INC.,.AND DISTRIBUTEDBY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 to 9 e 81 B 5.5 '14 12 10 9 8 8 6 6 14 12 10 9 6 e' 6 6 THREADFORM TECHNOLOGY COMPANY OR.ANY OTHER APPROVED LICENSED"OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" 11 12''10 9 B 8 6 6 14 12 10 9. B 8 6 6 14'. 12 10 9 8 8' 6 -e (Min.1•F OR 14 f2 f0 '9 'g' e 6 6 14 12 10 9 .8 8 6 6 14 12 10 .9 B 8 6 5 ALL,POINTS-SOLID-SET 14 12 10 9 B 8 6 7 14 12' 10 ! B B 8 6 14 12 10 B B 8 6 6 BLUE TAP W/CAP NOTES: 14 12 10 9 8 7 5.5 3.5 14 12 .10 9- 8 8' 6' ,6 14. 12 10 9 8 B 6 5 TAPPER+ A,1)MINIMUM EMBEDMENYINTO POURED.CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS ANO.TAPPER+ 11 12 10 9 B g B 6. 14 12 t0 9 8 8, 6. 6 14 '12 10 9 B 8 6 5S ANCHORS IS 1 3/4 AND FOR BLUE TAP:W/CAP ANCHORS IS'1 1/2'. 14 '12 10 9 W 8, B 4 14 12 10 '9 8 e. 6 4.5 14. 12 f0 9 8 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS'SOUD-SEr ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 B 8 6 4S 14 12 t0 9 8 8' 6 5S 14 12 IO 9- 8. 8 6 4.5 INTOSTUCCOSHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL-BE1 1/2`LONG MINIMUM.SHOULD STUCCO 14 12 70 9 7S 5.5 3.5 - 14 12..10 '9 8 .B 8 5 /4 12 10 9 .e 7 5.5 4. •sLE LIYTAa?11 OF 1)19 FC8 POST,AND 1'MINIMUM FOR WALLS.WITH NO STUCCO. 14 12 f0 9 8. B 6 6 14, 12. 10 9 8 8- 6 55 f1 12 IO 9 B. 8 6 4S ADE 1/.ON 9iL�7 19 $'-O• 74 @ 10. 9. a .7 4 - 14 12 10 '9 8 6.5 5 ]S 14 l2 10 8 6.5 5 3.5":3 A.3j IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10. 9 8 7.5 4.5 14 12 10 9 8 8 6 4.5 14 12 10 9 e B 4.S'3:75 ANCHORS SHALL BE'LONG ENOUGH.TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 L2 9.5 7.516.5 4.5 - - 14 '12 10 9 8 7.5 5.5 4 t4 12' f0 9 B 8 4:5 J.5 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL-SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS:ENGINEER.FOR 6'-0" 14 12 10 9' B B 6' - 14 12 10 9 a ,e 6 5 14 72. 10 9 B &5 5 3.5 INSTALLATION INTO EIFS WITH METAL.STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 - - 14. 12 10- 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 14 12 10 9 !6 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8S '8 5 4 - (B) TO EXISTING CONCRETE.BLOCK:'(ASTM C-90) 14 12 8 6.5 5.5 3 - - 14 12 10 9 g 6.S 4.5 J.5 14 •12 10 8 7 5 3.5 J - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED SY'I.T.W.BUILDER. 7'-0' 14 72 10 9 e 8 - - 14 12 10 98. 7 5 4 14; 12. 10 9 75 5S 4 } - 1/4'o x 3/4'ALL POINTS SOLID-SET ANCHORS,AS.DISTRIBUTED BY ALL POINTS-SCREW,BOLT&.SPECIALTY COMPANY. 14 12 10 '8 S. 4 - - 14 12 B 7S 6 4S 3S - 14 10.5 7 5.5 45 3S - - - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 8S 7 4 - - 14 12 10 9 7-5 55 4' - 14 12 9 7 75 45' - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND,DIS TRIBUTED BY ALL POINTS SCREW,'BOLT&'SPECIALTY 14. t.t 7 55 /.5 - - - 14 12 10 9 Z.5 SS 4 t4 12 9 7 6. 4.5 3 - COMPANY OR ANY OTHER'APPROVED LICENSED OR.AUTHORIZED VENDORREGISTERED WITH THE AMERICAN SHUTTERSYSTEMS'ASSOCIATION,INC. 8•-0" 14 't2. 10 9 8 6.5' - - 14 12 10 .9 '8 .6 '4 - 14 12 10 B 6.5' 5 3.5 - NOTES: 14 '12. BS 7 5.5. ] - 14 12 g 6.5 5:5 'a' 7. - 14 12 6 5 . 3 - - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP-W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND, TAPCON 14 t2 9.5 7.5 6 - - 14 12 8.5-'-e 6.5 5 - 14 -12 B 6 6.5 4 - - YARH'ADVANCED THRFADPoRIA TECHNOLOGY ANCHORS IS 1'. 1J 9.3 6S 5 3.5 - to 12 10 .8 6.5 5 11. 12 8 65 5 4 14 12 10 9 8' - - - 14 12 10 9 7.5 45. - - 14- 12 BS 7 5.5 4 9'-0` - B.2)MINIMUM EMBEDMENT OF 1/40 x 3/4 ALL POINTS'SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED.INTO THE CONCRETE BLOCK.NO 14 11.5 7S 6 4 - - - 14 11 7 5.5 5 3S- - - 11 8. 5-5 4.5.3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/Y LONG MINIMUM SHOULD STUCCO. 14- 12 B 6.514.5 - - - 14 12 BS '7 5.5 4. - - 14 10.5 7 5.5 B 4S - - EXIST,AND'1"MINIMUM FOR WALLS WITH NO STUCCO. 115 B-51 5.5 -/ 14 12.1 9 7 6 4.5 - 14 It 7 5.5 4.5 3.5 - 10'-O" 14 12 10 9: 7.5. - - - 14 12 10. 8 6.5 5 - - 14' 12 8 6 .5 4 - - 8.3)IN CASE THAT PRECAST STCNE,PRECAST'CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE�_EXISTING YlALL OR FLOOR, 14 t11 7 5.3.5 - - - 1S 9.5 6.s 5 4 J - - 10 7.5 5-.4 :S - - - ANCHORS'SHAM BE LONG ENOUGH'TO,RFACH THE MAIN STRUCTURE''BEIOND SAID WALL FINISHES.ANCHORAGE,SWLLL BE AS INDICATED ON 14 tt 7.5.5.5. - - - - " 11.5 9 8 5. 4 - -- 2.5 9S 6 S. 4 4 - NOTES B:1j&'8.2)ABOVE FOR INSTAL(ATIONS ON VINYL SIOOIG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER - 14 12 8 6.5 5,5 :4 - - 13 10 6.5 5 4 3 - FOR INSTALLATION INTO EIFS WTM,METAL STUDS SEE SHEET 20. 14. 12 10 - - - - - 14' 12' 9 7 6 4.5 - - 14 10.5 7 SS 45 3.5 - - 12.5 9S 5 - - - - - 12 9' 6 4.5 4 3 - - 9 7. 4S 35 3 - - - (C) ANCHORS SHALL BE NSTAIlED FOLLOWING ALA.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7' - - - - 14 10.5 7 5:5 4.5 - - - 11.5 d3 S5 4.5 3.75 L5 7 4.5 - - - - 14•n.5 7.5. 6. S - - 12 9 8 4.5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REIATIDNSHIP FOR ANCHORS: 12,_0• t4 12 .10 - - - - 14 12 8 &S 5.5. - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHFnu1 F FOR 'Aur c 11S'63 a.5 - - - - - 11 8 5.5 4 3.5. - - - '8 6 �4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.,LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 95 6 - - - - - 13 9.5 6.5 5' 4 - - LOS 8 *5 4 - - - - BY'MULTIFLYING SPACING.SHOWN ON SCHEDULE BY THE'FOLLCYANG FACTORS. 9 6.5 - - - - - - 14 10.5 '7 55 4.5 - - - 11 84-55 14.5 3:5 - - - REDUCED SPACING OBTAINED USING.FACTOR SHALL-NOT'SE LESS''THAN MINIMUM SPACING1NDIC4TED'FOR EACH ANCHOR TYPE L412 - - - - 14 11S 7:5 6. 5 - - - 12 9.. 6 14.5 4 - - - FACTOR 10.5 8 - - - - 10 17.5 1 5 4 3 - - - 7.5 5.5' 4 113 - - - ANAL TAPCON,WITH.ADVANCED' 12.5 es - - - - t2 9 6 45 4. - - - 9.5 75 4 - - - EDGE TAPCON THRE'ADFORM TECHNOLOGY ALL.POINT SOLID SET BLUE TAP.W/CAP TAPPER + 8 6 - - - - - 13 19.516.5 5 - - - - 10.5 7.5 5 4 - - - HV BLADE 0 DICTANCE MIN.SPACING 14`-0" 14 12 - - - - - - 14 10.5 7 5.5 - - - - 11 8.5.5.5 4.5 - - - - E.D. MM.SPACING=3' MIN.SPACING=.3" MIN.,SPAGNG-3'1/2" MIN.SPACING-3" 3 3/4- 4. 10 7.5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3,S 3 - - - - V DE W POURED CONCRETE& PaHm R SIE BOCK POURED CONCRETE.& POUREO CONCRETE&l�3r�O7f�K!✓tIE CCNO>EIE 11.5 e - - - - - - 11 8 5.5 4.5 - - - - 9' 6.5 44 - - - - - "1] HV WINDOW CONCRETE-BLOCK MNL E0.=31/2' I6N.ED.•21/2 CONCRETE BLOCK CONCRETE,BLOCK f P EDC 1 2• Ca EIETE OCK 7.5 - 12 9 8 - 9,5 7 4.5 - MX FJI.•J 1 Z" MN ED..Y / 14 - - - - - - - 13.5 10 6.5 - - - - - 0.5 g 5 - - - - - BLADE "WORKING 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 9 _ _ _ _ _ _ -. bS 6.5, a - - - - - 8.5 3 ] - - - - - 2 1/2' - 0:81 1.0 - - 0.67 1:0 10 - - - - - - - D5 e 5 - - - - - 8.5 '6 4 1- - - - IN UNISON.10 2" _ 0.71 - - 0.51 7 - - - - - - - 1.5 8.5 5.5 - - - - - 9 6.5 4.5 16-0" 14 - - - - - - - 12.5 9.5 6 - - - - - 10 7.5 5 - - - - - 1 3/4' - 0.91 - - 0.35 - 8 - - - - - - B 6 4 6 4.5 3 9 1/2' 0.35 - 9.5 - - - - - - - 9.5 7 s - - - - - g 6 4I- 1- 1.- -? FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone 10 1111e�„•• •!�/i/„ 02017 TILTECO,INC. 0.2017 EASTERN METAL SUPPLY, INC. �10EN �'- BERTHA HVTM s A S S A Accordion Shutter System o. IL ECO �N� • *? �' ■ ■ ■ )iV. BLADE#1 W/OR W/O KV. WNDOW MADE b ? American Shutter S stems TILLIT TESTING & ENGINEERING COMPANY YET•N. ocscRlPnoN DATE 'DRAWN BY: I.C. o' TAil OF `'� 6355 N.V1.36N.sl„sl 305,VIRGINIA GPRDES,FLORIDA mlof Assoclatlon, Inc. Y OLD 15-08$ 7/27/1 DATE: 07/27/17 one (305)871-1530 Fax:(305)871-1531 4268 Westroads Drive 2 ��s'•. 0 1 e-m,u OBecoo"I.com DRAWING No RADA,.•''ct-4�4 1. 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Mmm"Mm"aaa�iQQE�®E�aaamQ»DE�aE:7a mmmEvmmmmmQmmmaaaa©©©E01n11= s ®E.csmaEFaaaraa wE�©Er�vaaEv Q[�DE1•aaaa EF�lAEi!®seas QlmmOaaaRS�[�I�tilE�aaa QQQQQDaa Q©QE�QQ©E� mmmim0mmmn m®nQvoE�m©aQp�iimmmmaEm©EQia�an �m0�luzm� �EQEmm M®�mm= 0 mmmQ©®ease©mmmmmaa amE�IZaaaa F�[�0®aa®a F]IFfr�E�7aaaaa MEaE33aaaaa mmma EE•p©©mmmmm Arrierican Shutter Systems. ' 1 • Association, Inc. 0 •®'�liht�t[fir�s� A Drive t ®�� FrgXIk4UAI A.S.D. DESIGN PRESSURE RATING (R.S.f) AN CORRESPONDING MAXIMUM ANCHOR SPACIN{z('Ln;} SrHEDULE FOR A, GIVEN ° x SH UTTER SPAN N ATN .A- D DESIGN PRESSURF RATING'AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS'on SHEETS 16&17). LJ E-3 !S'T F;;;Z f'.-ice F=- SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE N. SPRUCE PINE SPRUCEPINE SOUTHERN PINE No. 2'W/ MIN. G=0.55, 1/2'MIN.,COX 2 W6.-MIN.G-0.55, FIR NORTH FIR.SOUTH DOUGLAS FIR W/ MIN. G=0:50 W/ MIN. G=0.43. W/ MIN. G=0.36 PLYWOOD DMIN.OU G--05o W/ W/"MIN. G=0.43 W MIN. G=0.36 SP�(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS, CEILING MOUNT'T WALL MOUNTINGS CEILING,MOUNT T' FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR"MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNIINCS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, O & R W & X M, N, O & R W & x M, N, O & R W& x P & Q S&V S &V" S'&V .®a RL¢d rrsgn[E L9iG{�) usGl7fGDE T$9F'TA30(�) ani iiuxE w.:stT_LtTO(;ij 149;9 amu:'Rt*3fE MITG{rfl+s9.avil TE�ari r LiRG(rA� R7N dsOLS t?.i�i a:+tiw(xFT ava iasr�1sae�7x+rG txfj Rmt�'+st 11E5>73 F.1RG(xty sn IlFIt t87nh vrEms!'ranG(�LT.2 R4ii r1TurE it339id TmD.(p) 30 40 60 75 90 OS 30 40 60 75 90 .OS 30 '40 60 75.90 OS 30 40154 90 OS 30 40 60 75 90 OS 30 40 80'75 90 FOS 30 40 60 75 90 45 3a 40 60 75'90 05 3D 4Q 60 75 90 605.30 40 60 75 90 05 -0'OR LES 12 10 iQ 9 8 8 6 6 -6 6. 6 ¢ 12, ]0 10 9 8 8 6 66 6 12 70 10 9 8 ,B. ,6 6 6 6 6 6 6 54 S 5 3 72 12 72: 7Z 12 12 12 12 T2 12 12 1212 1212q•_0• 72 10 10 9 8 86- 6 6 E 6. 6 12 10 10 9 8 B 6 66 6 f2 10 10 9 8 B 6 8 "6 6 .6 6 6 54 4' 4 3 12 72 72 12 12 12 72 12 12 72 12 12 12 i2 12 17 72"12 12 10 10 9 8 8 6 6 6 5 6"5.5 12 10 10 9 5 8 6 66 5 12 10 f0 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 I2, 12 12 12 0. 12 f0 10 9 B 6.5 6 6 6 6 5.5 4.5 12 10. 70 9 8 'S 6 6• 5 4.5 12 10 10 9 6 3.5 6 6 6 6 'S 4.5 5 5 4 4 3.5 - !2 12 12 12 12 12 12 12 12' i2 12 12 12 t2 ]212108.5 7•_p' f2 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 50 t0 9 5 3 6 6 '4 3.5 72 10 70 7 3.S - 6 "6 6 5 4 3.5 6 5 4 4 - 12 12 12'.12 12 12 12 12 12 12 12 10. 12 72 12- 0.58.5 7.5 12 10 10 7.5 4.5 3 8 6' 6 5 4 3.5 12 10 10 6 3.5, - 6 6' 3:5 3 12 10 10 4 - - 6 6 5' .5 3.S 3 6 5 4 - - - 12 12 12 72 12 12 12 12. 12 12 11 9.5 12 12 1.5 97.5 6.5 9'-0' 72 10 .10 5 3.5 - '6 6 S.S .5 3.5- 3 t2 t0 9 4 - - fi '6 3 3 12 t0 4 3 - 6 6, 4:5 4 3 3 6 S 3.5= - - 72.12' 12 iZ 12 0: 12 12. 12 11. 9.5 8.5 12 12 10 86.5 5.5 10'-0' 12 10 7.5 4 - - ,6 6 5 4 3 r 12 10 6 3 - 6 63 `- 12• ]03 - - 6- 6 4 .5 3 - 6 5; - - - - 12 12 12 12 1:59.5 12 12, 12 10. 8.5 7.5 12 12 9 7 6 5 1T'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- "- - B 5.5 - 12. 10 - - - - 6 5.5 4 - - 6 5 - - - 12 12', 12 12� 10 8.5 12 Y2 12 9,5 8 7 12. 12 8 6i5 5.5 4.5 12'-0' 7 .5 - 41203.56 S - - 12' 10 - - - 6 "5 3.5- - - 6 5 - - - 12 12 12 1.5 9.5 8 12 12 11 8:5 7 6 12 1.5 7.5 6 5 4 73•-0' 12 t0 - 6 6 - 72 ]0 - - - - 6 4.5 - - 17 75 - - - - 6 4:5 - - - - 6 4.5 - - - - 12. 12 12 10. 8.5 7:5 12 12 10 8 6.5--5.5 12 0.5 7 5.5 4:5 4 ib'-0' 12 10 - - 6 5.5. - - .. 12 7 - - - - 5.54.5 - - - 12 7 - - - - 5.5 4.5 - - 6 '3 - - - - 12 '.12 12 9.5 8 B. 12 12 9.57.5 6 4.5 12 9.5 6.5 5 4. 3 12 - - 6 - _ _ _ 1Z _ _ _ _ S _ _ - 12 - - - - 5 - - - - 6 - - - - - 12 12 11 9 7.5 5 12- 12 0-,7-16 '4 .5 4 , 11: - - - - 5 - - - - 6 - - - - 12 12 ID. 8.5 6.5 4 12 12 8 6.5 5 3 1.1.58:5 5.5 4:5 3.5 - 1 HV BLADE OR 1 HV BLADE W/ & HV WINDOW BLADE WORKING IN UNISON ♦SEE UU)TAIIONS OF USE FOR 9UD� ON SYEET 19 t NOTES ON ANCHORS REQUIREMENTS:"WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: S.SUBSTRATE SHALL CONSIST OF THE FOUAWING -SOUTHERN PINE No.2 W/0.055(N.D.S) � - 1/4'0 TAPbON ANCHORS,AS MANUFACTURED BY I.T.W.BU!LDEX W/MINIMUM EMBEDMENT.AS INDICATED AT DOUGLAS FIR W/0=0.50(N.Os.) , EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-OA3(N.OS.). EXCEPT OW SEE NOTE 2 BELOW. -SPRUCE PINE,FlR SOUTH W/G-0,3,6.(N.D.S.): -NIN. 1/2'CD%'PLYW06�0(1986 APA) 2.ANCHORS AS MELLOW C2015 SHECIFICAT AS PER MOUNTING t1?E U.StfEET 17 AND SfiALt CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4: OS'SHALI..BE INSTALLED FOLLOWING ALL OF THE RECOMMEIIQAtONS AND SPECIFICATIONS OF THE ANCHOR'S-MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone {t{t,`•Q� ,„ ��y, Qki7 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. { ucI nes .. BERTHA HVTM �:. .,, .�. Accordion"Shutter System ? ITV.OADE OR W/0 Kv.wNOCN!BLADE < TICCIT TESTING& ENGINEERING COMPANY American Shulfer Sysfems EV.*'N DESCRIPTION . DATE DRAWN Bri L.C.-a, ,,! !. 7 Rt Association, Iric. r OLD Is-obs 7I27t1DATE, 07727/17 s35s N,W.36tH.sr:s< 3G5 va€culw DwENs.DFLORVk 331 ¢268 WestFaaaS Drive 2 DRAWING No. a ^ {{ Ph...:(305)871-1530.FUN (30.5)871-1531 A/�l y { 61 LR aeaa o West Palm Beach, FL 33407 3 /{ .. I'r�'" {{{ EB 0606719 SHEET (j!7 �S70N j1t WALTER -17067 Jr PE. 4 �1 FLORIDA U.¢44157 ¢ P.E. SEdCf3tP+NAi'()RE/DATE a 15 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS, FOR MHV & 4..HV* BLADES AS APPLICABLE MAX. SHUTTER- SPAN L+ 09 L— FOR INST ALLATIONS INTO WOOD WITH HV BLADE Q) ONLY SHALL FINISH BE' LIMITED TO 1'05.6 psf, A.S. . DESIGN PRESSURE RATING, SEE SHEEJ 1.9 FOR MAX SPAN A 1/4-0 TAPCON OR ASD- DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE fj) 1A) WORKING IN UNISON TAPCON WITH ADVANCED 11 - - - TECHNOLOGY 1/4-0 TAPCON OR I I - TAPCON WITH ADVANCED THREADFORM TECHNOLOGY T FE-in.PENETRATION k 1 2 T"M VI/ 1 1/2"Mh Lot SVARaW .1 ED AREA TO P.ENETRATION OF,THREADED AREA TO EXISTING EXISTING WOOD'HEADER. N! --OOR'V WOOD.HMER.(SEE SCHEDULE ON SHEET'15) I I TO aASS(SEE (SEE SCHEDULE ON SHEET 15) 1/4od-20x3/4-S.S.MACHINE SDOULE OWSW I — 1_*1� SCREWS W/1/4*-20 NUTS 11 FOR MADE 096— iv 00-@- ON SHM 19 FOR 0 12"D.C. EXISTI14G X A BLOVES(D X1 GLASS is s OR, "1 711 ,11 L,' OPTIONAL L V-, WAL r= 1P.,X. FINISH • Ck 17 pl .�I� EXISTING,NIN. K HEADER RED IRED OR -.IV WOOD WOOD L-91 Uj 4_11z U 2 k i 1/4"��TTWCONI TOR�.IAPCOII VIT.'ADVANCED' HEADEER.REQUIRED 1 _T.R 'b E .too ............ 'Y / '/2' :-:1 Min.01Nr1I0,N THREADED AREA TO EXISTING 4 MIN.SEPAPA EXISTING R GLASS�, To OD 'Z& S I OCX&Eol SEE' j EX I.- FrARA"O.TO GLASS S EET 15) I I F lull US(DEN". S..G �--('E SS' CHEDULE'ON SHEET 11)— R&AE — ,I �`i- , ON_--rEr?9 FOR GLAS" MADM- (i7.&OA I a HV WALL HEARER INSTALLATION HY 'WALL S.11-1- INSTAL I A 1 TION 9 HV WALL HEADER INSTALLATION 1 11" 1' MIN.SEPARATION TO CLASS SEPARATION TO GLASS (SEE SCHEDULE ON,SHEET Il) EXISTING �__(S'.`-SCHEDULE 00,N SHEET H) GLA '_..I SEPARATION-TO CLASS 2�N.4.CONT-3 FX"SIINI S PLATEJ(SEE SCHEDULE ON SHEET 11) R '0. 1/4-0-2 13/4'S.S; USING 1/4"-'20 NUTS 5 W/ MACHINEOSCREWS .."N' 1/4--20 NUTS 0 1--- 7- 0 1 f D.C. XALL D.C. .%...... FINISH OR 18 oa 15 '2-.4-CONT. / WOOD'PLATE REO'D, 1/4"C�TAPCON OR'TAPCON WITH ADVANCED 1y' TIIREAD�F=TECHNOLOGY 1.1/2' _no THREADED d L Min�PEP AREA To EXISTING WOOD HEADER. 'S 'S 'S' 'S' 1/4-0 TAPCON OR TAPCON WITH ADVANCED i I \ RM'TECHNOLOGY W/-1 /4-0 TAPCON OR 'R� (SEE SCHEDULE ON SHEET 15) THREADFO TAPCON,WITH ADVANCED I-SEE SHEET 4 FOR TYPICAL i WALL Min.PENETRATION OF,THREADED ARE4 INTO PLYWOOD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. FINISH (S�SCHEDULE ON SHEET 15) G, PLYWOOD REOD W/ Q Min-PENETRATIONOCF 2-MOUNTING SECTIONS CA14 BE 1/2'MIN,COX PLYWOOD REO'D. STUDS 0 1S WALL FINIS THREADED COMBINED IN ANY WAY to REDO.PLYWOOD TO.BE (SEE'SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HY WALL SILL-INSTALLATION IsPNG MIN.2`x4'-STUDS 0,W_O.C.MAX.REQ'D. ATTACKED TO STUDS IN, PLYWOOD TO BE ATTACHED To STUDS INACCORDANCE ACCORDANCE WITH 'SECTION 2308 OF THE @)HV Y_iALL SILL_INSTALLALTION SEE U!�r%S ON S�%TU WITH SECTION 2305 OF THE F�BC� BIDE §OF HV WALL SILL INSTALLATION I FLORIDA BUILDINGCODE(Ron High Velocity Hurricane Zone Itt.I"*-'E'R /` 0412017 EASTERN METAL SUPPLY. INC. ......... 0�0)7'13LTECO,INC. BERTHA HV TM AAccordion Shutter System IL ECO �NG. .&S.A. H.V, a"#1 W/OR W10 RV. WN-DOW'.BLADE American Shutter Systems REV N, D&SCRJ ON DATE I DRAWN.BY.- L.C. TILUT TESTING & ENGINEERING COMPANY 355 N.W.36th.St.St,�Z05.WGINA GARDENS.AbIRQ4 3316%' Association', Inc. I OLD 15-085 07/27/t 7 DATE: 07/27/17 (36s)871-1531 4268 Westroods Drive. 2 .-nnal:tlft..6001.c West Palm BeOCh, FL 334073 DRAWING No 'EB-9006719 4 17- 1 I 07 WALTER,A.TLUTJ,F.E. FLORA U.#41167' 5 SHEET 1P.E 6 '16 OF 10 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & = HV BLADES (AS APPLICABLE), MAX. SHUTTER' SPAN L+ 691- FOR INSTALLATIONS INTO WOOD WIVE HV BEADEIn ONLY ,SHALL BE 'LIMITED TO _105.p psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 1'9 FOR. MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE.(1)& AA) WORKING IN- UNISON (Min:}EXISTING� --Co - EO--F-----2*MIN. Tn' WOOD BEAM REQUIRED. EDGE(IF APPLICABLE), TAP&), INN'ADVANCED 7 THREADFoRm TECHNOLOGY STRUCTURAL If 111/1 1/2'Min.PENETRATION 'P'AL All.QUACY I."Z . 1/4-0-20.3^-S.S. OF DO, OF THREADED AREA TO PHILLIPS TRUSS HEAD TO 13E CERTIFIED BY TRS SE WOOD NG�WOOO HEADER. -�,Aj'1A I OR ",CMNE SCREWS REGISTERED ENGINEER OR ED TRUSSES SCHEDULE ON SHEET 15) Le 0 NUTS ARCHITECT PRIOR TO RAFTER®24' E(t'NST, INSTALLATION. ED ..'4Z D.C.REQUIRED OR EXISTING SOFFIT �Z_f_4/4-Max:THK. Tz'c�.T.AAVC.O'�,%1111ANCED tdaz. 47 READIF RM TECHNOLOGY. T'n.PENETRATION 0 i4'.1/8"CONT.ALUM.TU13E AREA TO, S.M.S. Siw;l�-Ts ALLOY)W/ kNq WOOD HEADER. 1 1, SCREWS,To r vr 2i S.M /, '/2 J14 3;4' GPTI OF THREADED EQ ' EXIST 5'0 LAG ONAL (SEE SCHEDULE ON SHEET 15) DT @ or 63IC5./RAFTER OR TRUSS. or @ or LOCATE LAO Sl AT MIDWID OF EXISTING WOOD or MEMBER.(2 Milri.NOMINAL EXISTING,MIN 2*.4' OPEN 40LE AT EACH 'OF THREADED DCSnNG--4 VIIDTH)THI/2r Min: CLASS IAIN.SEPARATION TO GLASS, STUO�Io ACCEPT PENEMA71ON EXISTING 5/16"4 LAG SCREW AREA,VAUD FOR (SEE SCHEDULE ON SHEET 11) CLASS AT CENTER OF TUBE. a INSTALS WITH 72pvf a I SO,D:SIGN LOAD-ANq i SM.Ram MAX ID QAW�w EXISRnc t* SPAN.THIS HV WALLHEADERINSTALLATION INSTALLATION IS ONLY VALID S C H a WR.0-N SOH MA6 Fort vibob h/MIN,SPECIFIC �fl 0"SHEET is (DOR(W it FOR BLADE ORO GRAVITY OF O.S6 AS DOUGLAS .'.I FOR RA=(D& 8LAOM B)1*9 FIR OR SOUTHERN PINE No. I FOR 8"19 ON"OETASSEMBLY I OR OR EQUAL SHUTTER'C (T/)HV -CEILING INSTALLATION FILING NSTA LATIO IN ANY SLIrr STI SEFAMIM 1 OR g* UU H"Iti C r MI'N. TO GLASS(SEE ♦ SEPARATION MIN.SEPARATION TO GLASS E. i=-WT7-R6 TO CLASS --(SEE ON SHEET 111)—f ON SHEET 19 FOR mm BLAGESO-Ai(g) (SEE,SCHEDULE Ex"sn,;p , SHEET I I) It, ALTERNATE EX STING ANCHOR VlALL LOCATION 3. LIM #10.3/4'HEX 2ifl'MINV10OC 1/4 .3/1 WASHER HEA&TEK (D- 7 DECK REQUIRED Max. (NO-FINISH OR 27.6"MIN.WOOD, OWED) DECK REQUIRED(NO I......... C FINISH ALLOWED) —172EDGE - F F EDGE OF DECK 1.9 EDGE OF DECK DECK IF IF APPLICABLE IF APPLiCABLE ...... ...... --- PLICABLE 4'0 TAPCON OR 1/4-0-204/4-Ss. I UPS TRUSS,HEAD 2'_JJI -0 TAIRCON OR TAPCO H� PCON MIA.- 1/4 N WITH ADVANCED CONT. I/ VATH ADVANCED MACHINE SCRM Sf�l PLATE IA DR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY ux .2 THREADFORM TECHNOLOGY. %V/ 1/4,-�-'20 NUTS 1/4po T�APCON r W/1 1/2"Mi., W/ 1 1/2' RATION 0 12"O.C. TECHNOLOGY Y// 1 1/2-Wo.PENETRATION OF THREADED- 2' PENETRATION OF THREADED l OF TH"r MIL NO IVOOOHMER.(SEE SCHEDULE�ON SHEET 15� AREA TO.EXISTING.%VOD HEADER.(SEE ..I,. Lip I lit ODD AREA TO EKISTI SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE (�)flv_ FLOOR INSTALLATION ®R HY WALK-OVER INSTALLATION HV WALL SILL FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, @201.7 EASTERN METALUPPLY. INC. 02017 notco,INC� BERTHA HVTM Accordion Shutter System co A,-SwSAIIIIII /71 7LE KV. BLADE#1 W/OR W/O IiLV. WINDOW BLADE American Shutter Systems REV:N. DESCRIPTIONS DATE OPAYM-8-Y. LC. p TICCIT TESTING &,ENGINEERING:COMPANY Associdticin, Inc. I OLD 15-085, 0!8L/2 DATE: 07727/17 045N.W.3611,,St.,St..305.VAGINA GAROUNS.FLOPMA 3316f 605)871�1530.�Fli.:(365)871-1531 4258 Westroods Drive: 2 Phone —DRAWING No ............. ED 0006719 West Polin Beach, FL 33407 17-107 WALTER A.TILUT Jr.P.E. pl. S URE DATE I'LORDA U.o.R 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS Q1 i HV 'BLADE OR d>> WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS •z4•YP6 TiDDO StirOS REOV. Yz1•am WOOD 2•z1-'YIN. "� R- 1,1; \ r l r ` // r 6T9D5 iN[0'D. AVOD STUDS 1/4'f Tktir^ .•/' at]CD SNDS (As APPeJtUBtE) \ bs APPUCABLE) \ / PENETMTION WTO ager. t ! s1tm5 ore wj uet f -1 fL5o41 1/2",PaJE1M1X]N I Fw'J, OUSTING GLASS--\ h ProUX'/eA6 ff!X) , EXIS2ING Ji1A55 \ J�OOSTthY.LU55. + .! \ EXW=CLASS /t3'\ S"EXIST, L /EEOC I ,\ 1 ~(/ED`.O\ �. W,1%CDX YH SEPA¢STiLTJ 1TTI�OI.`SSP.=SEE. PLYA9OD. rUt SEPA2.nQJ 11rL SIPARSnW ISI TD GASS(sEE 1/Y•PLr�XYlaD. SDIMIXE CJ aw Mme' FLYIIWD.'XI,` wss 4lEWE011 m- SCFD.tE IN SHEET 1/1s-yx.. ' 11.FOR six 0.0 59tAXE d+51E£T 11 FOJ BVpE„Yd .� (6063 5) � i11p41 1!2' wel m19 FM ,ON sw 9�0 '12-- '-SIM IRIR.FM NhF31_ t .. ,zT YIN. tNAIE"tLOCRE - - BLwtSO)JX AT EDrffO,4) Yr; I OF // 1 CR2 YtL O,6 O.C.5.Y.S /1011/2-'S.YS. �.aC•_2- 0,6.0 C. d <,i t+mtji-sys mpr !7 5 4. IXvuu iJ'ma AwipXT,p _ J� I OR ' # ��t'E.DETAIL s- ,. 01 OR OV I—A sxT ar I OR r&* f _ 1 OR � j SIT,CDTuA=04 SEE ETML X FOR TO TRUCKS �r� SEE:DEUa.X FOR e . SCE Tcapa 5 ¢1 :@0 L' a=�• - ro'w"s (� ®- o=c�-�-o•o•�- �s ��t��•at- o•a-�ao = �- �•�-c�•s�-�'�. END CONNECTION DETAIL 9 END )N ECTION. DETAIL. 0 END CONNECTION DETAIL(2) END CONNECTION DETAIL $(� --� -- �— 0* ' `EJa6TINO •REOU!RED DNLr fOR.sPANS GRFAIER iN,YJ 12'-0- 2`zt”3141 W t j. TAKOk At:CNOKtS i ji•p w"C', I'll /iOzi jY SYS.. — S1U�RECD. a/f 1/2 3G:J. W/1,IK YI 016 O.C. -�Exlsnsc cuss FwmunoN o,2-o.G: Par=TRAxmN o 12-at. ""'"'f''"•i0N * SEE LIMITAMONS OF USE FOR ra aus Cs�. 4 � /2•Yml. SoaaXE ON vt�r 4�, ; ' BLADE':7 ON SHEET 19 YR SO'RWIDI '�. ♦ '� ;/// / /r/' ,1 r089.Y SE w M s¢r e8 TDR CN 9T 19 l' 6 CP®G.t'TOG 1 I {4 I ,R 5klj � .�� 1QOR. ' 4 4 p��S'�O-l.��S/•Q-'®�. ! •\`.vaLt.nRSN W VIEW 2aMIN.YOCIJ STUDS RECD. PLAN g-0• (10, . Y END CONNECTION DET111L (I) END CONNECTION DETAIL 12 /ry+�/i�� %•., FLORIDA BUILDING COD Non High Velocity Hurricane Zone t 92017 TBTECO.INC. ©.2017 EASTERN METAL SUPPLY;INC., e �1�A '�tcNsBERTHA HVTM 10 " A. ■A Accordion Shutter System >• KV MAM#1 W/OR W/o KV,WMW MADE a American Shutter Systems REY.N.; DESCRR"OON DAT[ IXRAA 8Y: L.C. ,�Ot•. '* TILUT TESTING & ENGINEERING'COMPANY Associalion, Inc. 1 'OLD 15-085 7/27/1 ;CATS:- 07/27/17 IP .5;r:.a.se,n.-St...se Sas•\RIDA 3318f ( 4268 WestrOads 1[drdva 2 DRAWING No Phon4: 305)871 1530 FaX:(305)871-1531 at West'Polm Beach, FL 33407 3 r^.•• rr'`54 a`1, E8 0008719 4 17-' 07 ,ONAL L"� WALTER A.TICCIT Jr P.E. FLORIDA.-Gc 1,44167 ,S SHEET P.E. SEAL/SIGNATURE/DATE 6 IS OF 40 GE n p��y . ' L �[(ATIONS'AND CGNomoWS OF USE FOR BERTHA. ( W RIAQF ACCORDION SHUTTER ;XMM WORKING IN A G � •� Y Y' Y - 1.MAIL.A.S.D.DESIGNS PRESSURE:"RATING:+110.—110 p.a.(. �2.MAX SHUTTER-SPAN:Se 1 3.ALLOWED MOUNTINGS;.A D.O&H ON SHEETS 6.7;AS WEtt AS MOUNTINGS M,0.T.U&INONSHEET'S 16&17: 4 ONLY NTERMATES IXE WITH O. 17yY0UT, CEED INCLUETfBCALDED Q00R PNLY 1PANGR EXTERIOR ACCESS CASE-OF OPPOSING 4 ow 5 `✓"` D • • • ♦ / 5.(A)W WINDOW BLADE iC�A 5}Wl ONLY LLLOW A MAXIMUM OF 5 OPENING$ (3.0 HOLES)FOR 44 PER, EAT SPACINGS SHOWN ON SHEET 4. t (13)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE SYS' MAX.5 WINDOWS a • ♦ ♦ ♦ OF ANY 3'0 HOLE FOR®'SNALL BE'1P.'. ALLOWED AT HV VAN001V BLADE� w (C)C FIRST OR. BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W .WINDOW BLADE x ♦ • ♦ �♦ ♦ ♦ yx (D)HV'WINDOW BLADE-1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE i& N .THROUGHOUT SHUTTER'S:WlDTH. ♦ • i ♦ ♦ y a (E)C MATES SHALLALWAYS,BE INSTALLED AD.IACENT TO A SOUR FN g, BtAg RUN SIDE Of THAI. ppy�Tt x. (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO T�'JA�TABS FACE SEE END X 3 x THE INTERIOR OF THE'OPENING B£INO PROiECTEO..fiV WtNOOWf1 MUST BE .CONNECTION _ • �♦ • ♦ • ♦ gN �a y, ONLY INSTALLED AND�LOCKEO-USINC A HV SETTING TOOL PROVIDED BY ASSA, DETAILS,ON SHEETS 4 INC. 1O& t8 TYP. - 3aR FULL HFJCMT, j t -1 D FRAME 5 d e 111DINGS ON SHEET 6.SEE ANCHOR 1J5.AS SCHEDULE FOR SPAN AND COAD(SEE,NOTES. I &2 newr7.. rSOry 7.SEE ANCHOR:SPACING.SCHEDULE FOR 7NSTALUnONs.I1T6 POURED CD.Namn OR CONCRETE.BLOCK WA 0RN-SHELTS 12& 13 AS LIMITED BY •i If SPAN.AND DESION.LOAD(SEE:NOTES S&.z ABOVE). y e.MINIMUMi SEPARATION T0GLASS SCHEDULE,PER ASTM E-7896: ca (SEE PLAN FOR REOUIREMENTS) D H P TOP.'&BOTTOM W ) 'oR� oR 8 7 `f WIND ZONE MITIMUM SEPARATION TO GLASS NUMtTED i•RD771 I THRU 3. 1. LEN.SEPl.W.1tON TO GLASS ELEVATION :SCHEDULE ON SHEET 11.E SIDESIDE(j) 4 6.25' Eti;$- GLASS A,*3'ON THIS SHEET FOR BLAOES!D&@ _-- ___ A"Typ EE NOTE 4-ABOVE) Q TYP. SYMMETRICAL CENTERMATES' W/2 OR 5 AND W/.X345(sNorE a.ABOVE) PLANJ TYPICAL T) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1-4 SHUTTER* ►3T( "♦� '�' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 'TIT - •r•/ 02017.TILTECO,INC; (612017 EASTERN METAL SUPPLY.'INC. .� 'vvl-E s = BERTHA H�%T(a ZM c o A.S.S.A. Accordion Shutter:System 7Ir; N Y:HI ADE#i Wf 0R W/0 FLY,.W NDCW BADE CC ' TILLIT TESTING k ENGINEERING COMPANY AMeflCan Shutter Systems REV.N DESCRIPTION DATE 'DRAWN BY. 4C. : sass N.w.aam:sc..6 .».s,yau�rrA rrxDEtts,.FLORIDA ants .Assoclatlon; Inc. 1 OLD 15-Otis 7/27/1 DATE.- 07/2,7/17 • Q,(+.••.'�Ln {nQ.'ter\�'�,I' P1i0ne:.(305)877-1530 N.;(303)871-7331 4268 Westroads Drive Z DRAWING No ��NI�,I e m I:fist— am.... West Palm, Beach, FL 33407 i �;_= 7 718 WALTER'A.EB-0`06R Jr.P.E. ii:kC4 tw.!44157- 5• `SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 1 u2'.0.D35'THICK I` INSTALLATIONS W,/ 1 HV BLADE &' HV CENTERMATES Q y2:000Max. .1 ASTM A-653 OWE 4D' in,—,VARIES o { Min.0-60 GALV.'STEEL 2 MDx• INTO METAL STUD WALLS * 063• METAL SRIDs.AT L6.O.C.. -------- —t o 6•D.C.' 40 41 °°� " 43 1/4N0—IAINAL w -- -- J '/2' L N CONDITIONSO U ALUMINUM smm _ l ---•--F F 1 V D ACCORDION 6063-T5 ALLOY Lf 3/4"i 6'1/4 r o.G3s•THICK Lnn. ,43c f 43a 12, �r 2 SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CALv.STEEL TRACK CHANNEL,I Q 6'O.C: 0 6'O.C.n } SEPARATION TO GLASS SCHEDULE 8 3.000 ASTM A-653 GRADE 40 Min.G-80 T ' I GALVANIZED FASTENED TO STUDS ; "� 1-. MAX, A.S:D..DESIGN PRESSURE RATING:' +95,, - 75 (psf) Max. W/'(2)/6x1/Y TEK SCREWS,ON 1, 1EXISTING FINISH 3g I moi,,. NTERIVR EXTERIOR FACE ; 7s AP t N 2. MAX: SHUTTER SPAN: 84 WIND ZONE MINIMUM I rc ASTM E-1986 .SEPARATION a3e LENGTH + 1" i MIN.SEPARATION 3.•ALLOWED MOUNTING_ MS ON THIS SHEET. TO GLASS., TO°LASS I Ex15nr4c GLass- {SEE=CHEDULE) 4' w t THRu 3 1" 43 i/4"0-20X3"' BORT' 4. ONLY EN 21 W/ 24 HV LOGK:ARE.ALLOWED MUST PENETRATE ') 'a WITH 21 AT A S METRICAL LAYOUT. j 6 USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" EXISTING FINISH f -+ INCLUDED AT�XTERIOR OR INTERIOR ACCESS'SIDE OF 1.373-i 1 3/4"x 6 1/4•x 0.035'_TNICK MIn.1 250• CONT.CALV.STEEL TRACK CFIANNEL.1 AsAPPLtCA9LE. ,, CENTERMA.TE. ASTM A-653 GRADE 40 Min,G-60' I I I GALVANIZED FASTENED TO STUOS'� , T` G- A/.(2)dpi/2 TEK SCREWS ON I 430 l 43d n #* BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1 4 INTERIOR h EXTERIOR.FACE i \cis"0 C ` B'6`O.C. 1/4`0-20 THREADS' f "0 ELCO CONSTRUCTION po-W ¢ T I W _ 1/2- 12 38 CENTERMATE 21 APPLICATION WCTH BLADE(D PRODUCTS FAB—LOK HD d ----- ..:43b 2} i !2•x D.035�TTIICK W YARIES'� � 6-o.�, AGn. A ASTM -657 GRADECOMPONENTS'40 2 (AyX Min.G-60'GALY.ST EL 1 ,� MS WALL HE•D SILL lIVSTALL.4TIE:? EXISTING.FINISH AS APPLKA6LE SCALE. 3/8`= I* METAL STUDS AT 16'O.C. n 1(iYP.TOP&BOTTOM) 1 S/4'C 6 1/4'X 0,00335 THICK:Min. ONT: ALV.STEEL' K'CHANNEL. _ _ .... ...- ?EXISnNO GLASS _ ATMA-.653 GRADE 40-Mi-G-150 I I':. I I I t I .I I ` :..•... •-I I ( GALVANIZED FASTENED TO STUDS' GLASS 2" SYMMETRYCAL I ,. SYMMETRYCAL W (2)d6xI/2`TEK.SCREWS ON i I ' 1 [,"CENTERMA -I MINTSEP TION VARIES INTERIOR k EXTERIOR FACE cCENTERMATES W/.. I I I ITES W/ ..: (SEE SCHEDULE) Mol.EXTERIOR ACCESS SIDE;' 1 1 ( :::INTERIOR. ACCESS SIDE_ I I...: 1 I--- -------`�— 1 :.. _ ------- -- ------ ---- - - - --------------- - {N 6 IN � - — - _� —r- -�-� -- - - - --------- _ - 24 --------- --- -- ---- -=--- -- --- - — -------------------- -- -- -- -- ----------------- -------------------- -- ------- =__�- -------- - - --------- ----- .= _ --- --- -- - _ ---- -- ------------------- ------------------ --- ------- -� -- ----- --=- - -------- ---- - M -M 1 21 21' 2 3 21 ( Loch a AT 12 HV HEADER/SILL ENDS _ _____ ____ 4 1 2 3 ,/a"{TyP.) 35 IN y (6 Min.) i` 24 SIDE CONNECTION TO TRACK �- fi 1/2 (TYP.) 7• 1 5----�7" -6 1/2`MAX.'SLACK * --•- (cont.) HVA EVI3 BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone 92017 TLLTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTL, ILE CO IiNC. A, .si.A., Accordion Shutter System H.Y. BLADE#1 W/OR W/O H.Y.WINDOW BADE •yk? l/�. � •C�Y TILUT TESTING & ENGINEERING COMPANY ArP16[1COO, Shutter Systems EV•He DESCRIPTION DATE DRAWNBY: GG 1 ' 6555 N.W.36vw,Sf. St..305,MRCMU OVIOM+S,FLOROR=tt AsSOCIOtlon, Inc. 1 OLD 15-085 7/27/1DATE: 07/27/17 (705 Ph.. )871-1530 Po':(305)671-1531 4268 Westroads Drive 2 DRAWING No % �A� a mail:T2tpe 00.1 m West Polm: Beoci'. FL 33407 -3 ,I INC o DAt''.. LOR10p 1 7-107 WALTER AEEI�0006719r:P:E. n 4 �V��4q•`•••••• c• �•, .FLORIDA Uc.1 44167 3 SHEET P.E.SEA 4 }A EjDATE 6 20 OF 20