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HomeMy WebLinkAboutProduct Approval MCLEAN RESIDENCE 2 DANZAR FORT PIERCE, FL 34951 OPENING WIDTH HEIGHT #1 62.75" 60" #2 62.75" 60" #3 62.75" 60" #4 118" 90" #5 114.75" 90" #6 124.50" 90" #7 82.25" 60" #8 33.50" 43" #9 33.50" 43" i � s ��A'���'#)I±,�.�yg�,�t�,r•9a`:�.�.� L a # ���s�r��,�i�Vld�.3$ j �.:- --- �-"��.�",�,� j BCIS Home Login W? User Registration i-Not Topics Submit Surcharge Stats&Facts Publications Contact Us ' BCIS Site Map links i Search LONd b .3 r Produa'Approval y USER:Public User r oAuet Anomvnl Montr>Product gr Annli ntiomfi7arch>AnnUr Linn I lit>Application Detail ` q. FL# FL389-119 Application Type Revision. Code Version 2017 Application Status Approved Comments Archived 1 1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 4feeley@eastemmetal.com Authorized Signature Bill Feeley lrodriduez@eatternr-hetal.com Technical Representative Address/Phone/Email Quality Assurance:Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from.a Florida Registered,Architect or a Licensed Florida Professional Englneer Evaluation.Report-Hardcopy Received Florida Engineer,or Architect Name who developed Walter A..Tillit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quality AssuranceEntity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr, 9 Validation Checklist-Hardcopy Received Certificate.of Independence 5389 Rrl COI AMERICAN SHUrrFR SYSTEM ASSOC INC, DRAWINCZ 17-107 CERTIFICATE OF I AgPENU 'LME �l 3 G Rq COL AMERICAN SHIITT(gq�Sy,STt°h SOC.,. INP.. [2RA I �7.10 t Y] I ATION®F INDEP@NIaE C-f IT PQF AIKFRTrAN SHUrFER SYSTE tS l2RAW1N, I .i hn ('FRTIFICATG t?F 1ND[ EN�ENCIn 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 Sections from the Code Product Approval Method Method 1 Option D Date Submitted: 09/18/2017 j Date Validated 16/18/2017 Date Pending FBG Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL At 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 FL-3g RR II AM•RIC o11 11 TTlIf RY,`d` N pA ENf Approved for use outside HVHZ:Yes 108 C�ERThIA IiV ACS RfJ( S}•IU l'TRR`4Y fiEh1 PQF Impact Resistant:Yes Verified By:American Test,Lab of South Florida Inc. Design.Pressure:N/A Created by IndependentThird Party:Yes Other:Large Missile Level"D",Max span is 12r-3"for 40 psf Evaluation Reports positive ASD load and 13.'-0"for 35 psf negative-ASD load the :.FI_t89 RO AF AMERICAN Ghli`t rER SY4T FMS Qj-� 7- HV3 blade.w/o window blade,5'-2" 110 psf ASD load for 108 PROQUCT VAI:tiArj�y�Fac�tjT,a.�,r_ HV3 blade w/o window blade and W-11"for 62 psf,T-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison,Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 79"for max.ASU pressure rating of+72,-72 and $4"for+640-64 psf.See sheet 5 for other spans and ASO / pressures. 389.2 Bert a HV`Accordlon Shutter t31"ade Extrude-&aluminurn interlocking blades retained by tracks(top 1 C7nly-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protectlon Limits of Use; Installation Instructions Approved for use In HVHZ:No ri ti`R� I RirA iirr�R�v TNay Approved foriuse outside'HVHZ:Yes jNC rIRAWIN 17-f 0? THA WV nCCtlRlot7�+ewt�rrnn Impact Resistant:Yes Ew=rft Design Pressure:N/A rest Lab of South Florida Inc. Other:.Large missile level"D".Max.Span is 16'70"for 30 Third Party:Yes p.A,f negative ASD lead depending,on centermates and docking Evaluation Reports rbid,configuratton for the HVI blade,8'-0"for+64,-72 p.s.f. FL389'Rn 6E AMFRICJtN el Ita1)=R� �YSTCMAS(;OC„ A.S,D.load for HV blade for Keystone mountings 7'-0"p.s.f. iNC. DRAWiNG t7-107' PR D i r(1F�Eyn1 IlaTlnnt for metals stud mountings and 8'-6"for 110 p.s.f.far HV1A REPORT",PDF working in unison.See sheets 7,:1.1 and 20 respectively of Created by Independent'Third Party:Yes Installation draw)hgs for other spans and pressures; 389;3 jtrtha'HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top cOMBO-(Non-HVHZ)-Urwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No xJ, C AN 4iillfiTFR RYS t?MR.Afi8t1C.,tNC. Approved tot use outside HVHZ:Yes W)NO 17=10fr F31?FCTHA HV ACCt D"UUTT ctttl Impact Resistant:Yes SYST,IRU Design Pressure:N/A Verified 8y: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 S.and 18'-A"for Blade.2,See schedule-S,-on sheet 12, Evaluatlon.Reports 25 and 28 respectively Ff38h itr! AF AMFRI AN SHtJjTFR SVi;Ti M A4Rfj:. €Nc; DRAWING 17-106 PROQl1CT VAI UATION REnORT PQP Created by Independent Third'Party!Yes Rack (Y4xt a ontact tts t:2fi02 tila3rS#ona Road TailaF asses Ft 333? Phime.850-487-1824 The State of Florida Is an AAtEEi3 employer,Ci=duht 2007-2013 Stam of Florida ::Privacy Statement.::lyaesslbility Statement t:Refund Statement -underFlodda law,.emall.addresses are,publlcrecords.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity,Instead,Contact the offka by phone or by traditional matt.If you have any questions,please contact 850,487.1395.•Pursuant to Section 455.275(3), j Florida statutes,effective octaber I.2012,4Icensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provlded maybe-user!fdr official communication with the tkemee.However email addresses are public record,If you do'not wish to supply a personal address,please provide the Departmantwith an erriall address which can be made,avallableto the pubI4 To determine if you are a:licensee under Chapter 455,FS.,please dick.beM, product 'Approval Acceptst lit row F�-� FERAL NOES: 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 WIND SPEED REOUIREO BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF" CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10.AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON"SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA. 1. HV BLADES & Q BY MULTIPLYING THEM BY 0.6 IN'ORDERTO COMPARE THESE W/MAX.(A.S-D)DESIGN"PRESSURE-RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V_ACCORDIONS 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 Types SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV 131ADE ID 80214,01-03,.80715.01-03,81004.01-05,.81214.01-05,$0317.02-06,710609:07-10 AND 80210.01-11 AS PER TAS-201,TAS--202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE()AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D;WIND ZONES 1,.2&3)&81220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WEE APPLICABLE) -HV WINDOW BLADE Q 80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1,2,'3)BASIC PROTECTION ONLY AND 8 0725.01-BB AS PER TAS 202 PROTOCOL, TYPICAL'SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 . SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75'AND 814x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NV SHEET 8 3.BERTHA HY,ACCORDION PINS (FN ) CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k1I TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV.pACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING"APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HY MARKING ON THEIR HEAD. 4.ALT.ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2'AND-3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30D kst AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SH ELT 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET"12 S.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.YEW STRENGTH AND 90 ksi MIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 8,SOUS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEC THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0:12,13,14,15 AND 20 INSTALLATION,DETAILS M-R,WOOD SHEET 16 HV BLADE 1p&Q WORKING IN UNISON: 12, 73& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET I8 8.THIS BERTHA H.V.ACCORDION.SHUTTER SYSTEM BEARS A U.S. PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN.WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9,IT SHALL:BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUU( F�-+ V wtNo¢W BCADF�Ai ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNI MUST BEAR PERMANENT LABEL IN A.VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4, HV WINDOW BLADE(1)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS. METAL SND WAILS SHEET 20 PLACED FOR EVERY OPENING.LASEUNG TO COMPLY W19H SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12..BERTHA H.Y,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.(c)THIS P.E.D.PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE-INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E:D. _ (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DLVEATE FROM THIS DRAWING- SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THISDOCUMENIL CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSISfiff. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE:ENGINEER OF RECORD(FO.R-)FOR THE PROJECT AND WHO WALL 8E RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED:ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT-to THIS LATTER THE SITE SPECIFIC--DRAWINGS"FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAT.AND SIGNATURE OF-THE PROFESSIONAL ENGINEER OF RECORD:THAT PREPARED R. IaiAu°1��s, FLORIDA BUILDING CODE(Non High Velocity HurFicone Zone + 3)2017 TiLTECO,INC. @ 2017 EASTERN METAL SUPPLY, INC. a t �cr�s ✓ ... BERTHA HY Accordion Shutter System, E �I A Am IV, e #1 W/OR W/O FIV.WNDON BIAAE ':ff American Shutter Systems Irf.N DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY s +c8r� r Association, Inc. ; OLD 15-085 7/276 DATE: 07/27/17 • Al 1]55 Kt9.is..St.Ste,yo9,�WIRONA WDM.FLORM 131614288WestrOOCSS Drive 2 _ Phone;(305)871-1530.Fo (305)871-1551 DRAWING No .fi�S+ ,�'{•■��A1jCeUl T1P'Com West Palm Beach, FL 33407 .4 7 RAX +'A WM.TER A TWT J.P.E. T l +' FLORIDA UF.1 a4167 5 SHEET P.E..S`�Rt�WMAY&E/GATE 6 1 OF 20 p [S'o FOR WDMW BLADE© VARIES 0.4 �py'4.__' r e 4.J85' 7' 4.9.2.$' THV SOLID BLADE a75h �, O5 Hy '90'f 180' STARTER 3OHV UNIVERSAL FLOATER COVERED UNDER US PATENT # 5458179 � a OUAUFlED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 0T HV DIRECT MOUNT HV BLADE�1 1A HV WINDOW BLADE* 6005-T5 ALLOY,AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 BLADE AND TEMPER •37a- r.o 6063-T6 ALLOY AND TEMPER 1.500' A .,24' 085' N11� o 3.556• in (IYP:) 701- _67o' .670' 670'_ 2.226" "' n - e. .994" 000• - c 72 842 ry o I ' o \e 4.897' i � , .- nl 4 m ri '-- qK1 at -' - - O7 HV ADJ ADAPTER W f LIP I - a.a3s' ,z' r r 0.072' 2.6, 0. 7' QUALIFIED FOR USE W/ HV --t s20 - (81HV WALK—OVER TRACK UHV ADJ. FLOOR TRACK BLADE tD J QUAUFIED FOR USE W/ HV @)HV TRENCH TRACK —255 6063-T6 ALLOY AND TEMPER BLADE 3.7 p• QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE P// HV - 6063-T6 ALLOY AITO TEMPER BLADE(1� BLADE�i ONLY. Tq HV RAINGUARD 6063-T6 ALLOY AAD TEMPER VARIES :J 1.936' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR 0E W/ HV aI BLADE 1 1acx: 7.916' �I VARIES. 1.936- 6063-T6 ALLOY A D TEMPER c 1.917' 'ooI o� I1--L-- x. 0 083' 08J' m 083' - ° .093' .too - i` g'1� a9]_ I .' - w p• L .060' .060' .060"$I L + 670 cbi 2.93- Pv, 670 i 1.686' 1 $ o• 670 I 3.529' 167 •HV CEILING HEADER HV HEADERfSILL C) HD CEILING HEADERfSiLz Q IFIED FOR USE W/ HV BLADE(Y)ONLY, QUAUFIED FOR USE W/ HV BLADEIQ0ONLY SEE SECTIONS FOR VALIDLTY'• 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BIADE 1� J HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE n ONLY. 6063-TS ALLOY AND TEMPER COMPDNENT A -B TI T2 '• MN.X MN Y MN t 1 % Y t t' 1' ,Ofi2' I 2' } 2' 10.125,' 17 2' S'MAXI 1/8' 1/8" I 3' 3' 10:090' B 2' S'MAX.1 0.192' I 0.192' 1� SIDE ANGLES --- I .• - QUAUFIED FOR USE W/ HV ALUMINUM ANGLES 19 y2.5- 7-MAX o.190• I 0.190, 201 CORNER POSTS BLADE(j) QUALIFIED FOR.USE W/ HV Q QUALIFIED FOR USE W/ HV BLADE d 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. I 2' 5'MAXI 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER (9 1 '1 t y�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 1111 r`, �' 02017 TILTECO,INC. *2017 EASTERN METAL SUPPLY, INC. WciSF;T BERTHA H: TM G"Otm e. A 5,5�A, Accordion Shutter System X • KV. aADE,#T.w/tR w/o KV.W1PdJCN✓MADE •* 1• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,N .oEscRmnoa DATE Owuvn BY: L.c dddTATC O¢ 8156 N.W.]B R$C,SW.IOS.NRpNW OMOENS,Rd @A JS16 Association, 1110. 1 OLD 15-085 7/27/1 DATE: 07/27/17 �� Phone:{305)871-1530 1 Fox:(305)871-1531 4268 Westroads Drive 2 V> 1 a-maD:liltocooaoi.com DRAWING No ••......•``'r' 4"¢f ES-0006719 West. PDIm Beach, FL 33407 3 � \FS, j1t1 WALTER A TWJT Jr.P.L 4 17-107 FLORIDA Lk. 44167 P.E.'BF VAF4 1EI DATE 5SHEET ` 6 2 'OF 20 i r 4.660 •*pa.:`.a....rN,,4p•" .7¢•I] ' . _ a mn g r� 1/+'-2D _ DE CAST sr RAt43?9 t/�s bBAKED PAIND _ W E CAST EO MVG+ BAKED vAUNUiEMDER tEx. SNS08T.U 062' 11112. 318' '325' RN .,.:_..t �1( ORASI ClUllER DAMS CNINDER p2Ti" .-_. Q�4•¢,' � �y�j^� -� G KEYS(CHROHE (CNRONE PLATED) 2i HV CE TE(3MATER USE K%22 HV G V C HV EGRESS LOCK QUALIFIED 063-T8 ALLrOY AND TEMPE1 HV R la./ONLY QUA-6ED FOR USE W/ HV BLADE I & fA ONLY 3.023` i .875"i QUALIFIED FORSE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER C R GLADE(D& a,A ONLY. BLADE D& g ONLY. �� QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250'O.D. 518• 518* 2674" 6063-46 ALLOY AtiD TEMPER PIASRC HEAD t.7�56' .922' q h 2. MOLDED To °^y � , 4.045" SCREW i 173' •.' .360'AFTER RIVETING 1/4"9-20 X a3/4" BEFORE RIVETING 1-LA" 20 IVNM Ss5, T ES 9444 CREW R -•-L�vr 1 $ � F m 'tsER7E5 9+4+s2UNtNUM(202+-T3 ALLOY)LARGE Fiiti6E Ttiw SHEET NUTSERT.H VUEL I .'FD"1„ 2i - 111 j i. �1 CNERRY TEKTORN,PPARSIPPENY,NEW JERSEY 0�ORBY EQUAL PLAN - FRONT ELLYATION H MALE "'T" L E 4586 S 20 �.S?C�K[R FOR "L LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t ONLY 291 HV FEMALE "T" LOCK CE,y_TERMATE ® HV "T" LOCK HV ALTEQNATIVE LOCK QUALIFIED FOR USE WiQ j HV BLADE ONLY 6063-T6 ALLOYAND TEMPER QUALIFIED FOR.USE W/ HV BLADE'P QUAUFlED FOR USE QUALIFlED FOR USE BLADE iQ ONLY. . 6063-I6 ALLOY AND TEMPER -HV 6063-T6 ALLOY AND TEMPEF�Y W/HV BLADE 1Q ONLY. 1_91 1.917' 3.167 f"—•` THUMMU ,4 O CYLINDERROR �I .214" ml 1 .063ft2le KEY CYUNDER .545' 0.675'Min. .125'Max. 1HD CE E W NO G D D C A W ROD ~� + U o o QUALIFIED FOR USE W/ HV BLADE t &. A QUALIFIED FOR USE W/ HV BLADEQ7 & 1A 6063-T6 ALLOY AND TEMPER �� i .804' 6863-T6 ALLOY AND TEMPER .QUALIFIED FOR USE % HV BLADE. 1 & 1A VARIE6, 12 MIN. A 11+`<-20 S5.OR 3/Bb-t6 t.30 6063-76 ALLOY NO TEMPER G' THUMBTURN -"-ACETAL-TNUU65CALMS, *1/2• CYLINDER (SEE DETAIL ("•"'-' DQ _ OR KEY .- .. ... i t15' i�I '157 Min. CYLINDER m � 1.78"MKnc. ® LOCKING ROD 1/<'P HD LOCK QUALIFIED FOR USE W/'HV BLADE 01 6063-T6 ALLOY AND TEMPER © � 3/8"0-16 ACETAL HV 124" 0-20. A SI 1304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 6IXJ LOCK. © 5 INSTALLATION WILL REQUIRE A 7/16"HOLE THUUM8SCR SERIES _T{iUMBSCREW5- BUAUF(EO FOR USE.W/ HV BLADEQ& la LLEO AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR AA HV BLADE( 'QUALIFIED FOR USE W/HV BLADE 0 FLORIDA BUILDING CODE(Ron Nigh Velocity HUrricene Zone . Ilk!FLLF"��i�A.r'(/.f've� 92017 TILTECO,INC. CEJ 2017 EASTERN METAL,SUPPLY,INC. PL E °'K�,;y BERTHA HVTm �� �' '• y= ''�'�';"' —"— INC. /� �"► +� /� Accordion Shutter System 7' 11 L.I C C O A.X17�V.K■ KV aL X#t W/CR w/o KV.WINEIM�aDE d !% American.Shutter Systems qEv.,N DESCRIPTION DATE DRAWN Ur: L.c. ?7k TILUT TESTING & ENGINEERING COMPANY Association, Inc. t OLO 15-085 7J27(T N 07127/17 • 'O STATE OF \ {355 N.W.38or.Sk.St 305.www GARDENS,FLORo,:uta 4268 Weskroods Drive 2 .. KC[7C Pow.r(305)871 1330.Fox:.(305)871-1531 DRAWING NO � FD �� of UNec<oaa.<om West Palm Beach, FL 33407 3 17-107 �'y•.�(7f;ti1� �4,Q ER-oDo67t9 4 +` y M1l ��(•.t� 1�7 WALTER 171LUT Jr.P.E. V p� TKFLORIDA U.�44167 5 SHEET P.E.SFJ3��! RE'f DATE 6 3 OF 20 I _ i -SHUTTER ASSEMBLY SCHEDULE R HV (D HV (P FOR 4,1 TO UADE TI P 4 10A 1675 1 "INz-x (D _HV BLADE I DaW BLADE "0625- .0625 .0625 W BLADE 1AL' Y BLADE'S HV LONG RECESSED NYLON BUSHING KNUCKLE 51 62� 1675' 39 LAT PORTION' R1.750 (59) HV SHORT RECESSED NYLON BUSHING rj� : (TY) D.G I 1 'n062 - j- . HV NYLON HAT WASHERQ OR I off= DaEFUOR t 3 50* zn HV WHEEL CARRIAGE AISI 302-303 SERIES 4 *62.8750e' 0.87.0"x3/16" THICK NYLON WHEEL- "1 2 7/8 MIN. MV W'NOOW CLEAR TS SEPARATION 3.7500' 0.188"0 AISI 302 SERIES S.S. RIVE BETWEEN BLADE '06 EXTERIOR OPENINGS 5 3/4" - HV 1 3/4" ACCORDION PIN W1 #8 HEAD ON CENTERS .7500" �47FI/4101 C1£JA1OK - HV 2 3/4" ACCORDION PIN W/ #8 HEAD CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW tWfEN TYPICAL HV WINDOW BLADE AND 10 —1" POLYCAR.BONATE HV WINDOW DETAIL • OR or @ z&. OTE FOR (DOR POLYCARBO ATE IMPACT RESIHANT HV WINDOW 1-REMENTS) BAYER MAKROLON 3103 POLYCARBONATE RESINS UV—STABiLIZED GRADE OR SA131C C.Cc INNOVATIVE PLASTIC LEXAN 103 RESIN 0 BLADE BOTI EOR L A 3 26 qfCfIDN Y Y AOR (9 (SEE NOTE 'F" ON SHEET 19). lOR r]"Eci I i (1) HV.PIN,(g SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR EXTERIOR -*RXAME FISULT TYFIM MOPERM MNWD HV(9 BLADE. 11 N,rTICAL SEJUTTER ASSENRY HY PINCl DRX'q AT REFUMUM IOR (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT BLADE'S KNUCKLE.(D EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV6o.324 (SEE NOTE FOR A Spa=CR.M AM b282 aze t'4 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 11 3 REQUIREMENTS) unpt� .048 STRENGTH ASDM 063s SAW p.* -M'..L RDKUPA STFIEWH Al VEW ASTM DEW 124=P.LL 13.4W 1i (3) HV PIN ® OR @ W1 1/2" O.D. 1/16 THICK S.S. WASHER 0 jlj FLMR-L Voomus AsrY 07N 34340,000p..L 3'5.0" mJ- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 1200 ASIM 0230 ia rr-wA, 17 ff-'�M .SHEET tSUO."EIO1016VOW� ISM 02N3 172 X 64�5-.khX MH EL CARRIAGE DETAIL MTC OF DVLV,4 w am �'CL"s C-1 cuss ASSEMBLY LAYOUT Say Imnou AM 01925 1040.1 "07 w�tnllOif7 NC-,: ASiY'015! TDSAE STIV47H 0701 em 0= aW .j TUI=50=890K rA1wU4"G ASM"S 8*1 P.14 Ono P.J. M HV BLADE SOLID A f 1 4— N.T.S: HV WINDOW BLADE DETAILS ROMA BUILDING CODE(Non High Velocity Hurricane Zone, . .... ........... 02017 EAt,1`ERN METAL SUPPLY, INC. 4/1 0201?TILTECO,INC. EN8j'% �p BERTHA HVTm Accordion Shutter System 11LIECOopscl. A.S.SAIIIII KV..aAZC#1 W/OR W/O KV.WINDOW RADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD is-0&`, 07/27/1i DATE; 07/27/17 ,St,S�.3M M�IA CAROMS,FLOM4 3316 US N.W.380 Ph-, 1105)871-1530..F..:(305)$71-1531 4268 Westroods Drive 2 DRAWING No C& •••+•...... R''O J.' West Polm Beoch, FL 33407 17-107 WALTER A.TILUI J,P.C. ILOMDA 211 44167 SHEET P.E,.SEAL/SIGNATURE/DATE e 4 OF 20 •0a C15 @°riap *NOTES ON HV LOCKS AND CENTERMATES• u N s 1 u I �-La-01 •���� 1. MANDATORY CONDITION it: ONE HV LOCK�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY.SPAN OR 12'ABOVE OR BVI. 42 OF SHUTTER , FOR SPANS.UP TO 105'.AND FOR INST TIONS AT ANY ELEVATION. HV LOCK EIV or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOi OR CENTERMATES W/(2) 1/400-20 It 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �^ TYPICAL SHUTTER ELEVATION. 1 6 20 t 2. jL,(t;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 2 LOCKS OR `§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(23, OR(FO SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. pe-N N C7 I 3. OPTIONAL 2 Ic (3�wOM H V_ 1.0[` Cl o MON j2 D ONLY WHEN RY CONDMON#j OR LIMITED MANDATOEX.99NDMON 1 - LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 aR 2`�9�Oag6 oR00m S4� °R�` BE USEtr IF:DESIRED TO ENHANCE SHUTTER PERF(MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE Iv MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDRION i2:ONE HV LOCK 8�� ® SHALL LL USED AT CORNER CENTERMATES FOR ANY SPAN 1 o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK� or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, !22 I ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS CS �o Hoc-Nve AT TOP& BOTTOM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER.ELEVATION. �- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o LS r,i £ eta 5 ONE ALTERNATE HV LOCK MAY BE USED IN UEV OF FIV LOCK 'or FOR ANI'$PAN AND /� 6 K: K� I Q$ O vB' I �G� INST TIONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN INSIDE-OR OUi510E LOCK.ATTACHMENT OF20x3/4'S.S. THUMBSCREW TO OR®CENTERMATES SHALL BE MADE W/ 1/4`0-20x3/4"ALUM. RNNUT AS SHOWN 9N SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TVO LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY CONDITION f3 FOR KEYSTONE MOUNTING INET 1ATIONS• ONE ITV LOCK�'y or�'or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR i I y I YU I I 1 OUTSIDE LOCK.ATTACHm TO®or(2 SYMMETRICAL CENTERMATES W/(2) 1/4.-20 x 1/2'LONG FLAT HEAD S:S. SEE END M.S. LOCATION OF LOCK SHALL,BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS tl$W/;S�. CONNECTION �y OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. ) DETAILS ON D i E N 1 J K L Y P 0 R y W K t SHEETS O & HEIGHT. FULL 11 °+� *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1. SECOND ALTERNATE TD MANDATORY CONDfIION�1 VILD ONLY FOR 1IV T OCK M+D CEh MATES D CENTERIvLATE P� _ c, ONE ALTELtNAIE HV T' LOCK MAY BE INSTALLED IN UEU OF HV LOCKS®OR FOR ANY SPAN AND 1©oa1Lm�•O«+®°p 10•`JI09 I, I STALLATION AT ANY ELEVATION. ALT RNATE LOCKfy BE USED AS AN INSIDE OR OUTSIDELOCK. ATTACHMENT LOCK®INLUDESINGREINORCING TACKER AS SHOWN ON SECTION HVGSHEET S,WHICH MUST BE CNNECTED T0,CENTERMATES®AND 'W/ 1/40x111ONG S.S. THREADED BOLT W/7/8'0 x 3/32" r-1 �� INGNUT OR W/ 1/a'0-20x1'S.SM:SIMOA 1/4' /8'RMJUf. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" „� (�,� t✓/ � MAXIMUM ABOVE AND.BELOW MIDSPAN. USE OF TWO LOCKING R0as 1�'S1 TOP AND BOTOM IS MANDATORY. *DOLES ON HD LOCKS & CENTERMATES• QUITEERNAMSTYPICAL t1) HV BLADE SHUTTER ELEVATION MY OCK FOR ANY•SP/WD INSTALLATIONS ANY ELEVATIONN ALTERNATE HD LOCK®AIAYEBE USED OF N.T.S. AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK" TO IS 14/3®8..x 3/8'F.H.SSM.S.,AND INCLUDES REINFORCEMENT INSERT t,�3 AS SHOWN ON.SECTIONS HOB-HAND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE 4F LOCKING RODS SCS,,IS COMPLETELY OPTIONAL: 1iFpJuaii.�e'''- FLORIDABUILD]N on High Velocity urricane one 1T` Q\" 62017 TILTECO•INC. ©2017 EASTERN METAL SUPPLY,INC. � H-Yn� L E C O rN c• A,S.5,A, Accordion Shutter System RV SAX#1 W/OR W/o RV.WN DOW SLADE TILLIT TESTING & ENGINEERING-COMPANY American Shutter Systems .�O F Y .N DESCRIPTION DATE DRAWN 0 L.C. 6.155 NX 361A SL.Ste 305 WMNw WDEPS,FLORIDA 3316 Association, Inc. 1' OLD IS-08$. 7/27/1 DATE 07/27/17 Phon •(305)871-1530 Fa :(305)671-1531. 4268 Westroads Drive x sr. `....... ... \� 1�t '-"0 111°°°°°m.— West Palm Beach, FL 33407' 3 DRAWING rNo •'�V/OIYPLL•``tiv1141` WALIEA AETLaT d.P.E 4 1 7�1 O7 j1 FLORIDA U°./44167 - 5 P.E. SEALj51GIVdTURE/DATE' 6 SHEET OF 20 -�ONCREfE ANCHORS POURED CONCRETE POURED ("' OR CONCRETE BLOCK I (SEE SCHEDULE ON REQUIRED 1/4'0-20x3/4"S.S. POURED CONCRETE 1 SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REOUtREO _ (% ice- (SEE SCHEDULE ON W/ i/4'-20 REgUIRED \I „,CONCRETE ANCHORS I/ f - 1�7 18 5A TC�TSiO.NE(SEE UWNTL%Q QOR SHEET T) f' SHEET 13} NUTS @ 12'O.C. r \ r (SEE SCHEDULE ON SHEET 13} "4 12 OR(C4) -r' 1/4"o-20x3/4^Ss. , I.Mtn. r f (, _ E E US NO 1/4Cft20 NUTS 1 2',. _ 19 FED f Eq r 6 t2'A.G. f,' /. / l� E 1/2 250'Mox. _-- 13 OR 15 t3 oa 15 Ir— -' -.250* r ff I I I T IE or. •i .250"Max. I E D r i,4 I I Max. ED 1 s „ 1 rf I OPTIONALI _.. �PT�ONAL 4EET `� ' -MR SWARATION MIN.SEPARATION To GLASS O „rOR.pHE Q3A+O -({}oR 1P ; � GLAss-"'�'.�_ ) t, � E%ISRNG (y�E SCH.EDULf ON SHEEP 1 t ENISTING �pg19� r I , ' MIN.SEPARATION TO GLASS 1 ..-_ GLASS--, ,1 I NG hSEE SCHEDULE ON SHEET 11)EX1 I r 1 I —'Y GLASS— I _ O BY, WALL HEADER INSTALLATION OA HY WALL HEADER INSTALLATION HV /,AIL HEADER INSTALLATION + KEYSTONE rTT I. _ MIN.SEPARATION To CLASS EXISTINGGLA'i ,gy',Np,,nal 1 OR I * -.._ 1 i , 1 F.x1S11NG "`(SEE SCHEDULE ON SHEET M11) TO CLASS(SLE I I MW.SEPARAIION TO GLASS GLASS ' SaaTAu ON SIM 1 1 EE SCHEDULE ON SHEET 11} ut H TOR ELME OnT rF rh ' On D (C aFOR a ExisliNG ' 'r /' I .' ./-OPTIONAL 1 4" I .r TIE iii —OPTIONAL I r r I/4-Max. . � !r •� 15 E, D LEOi. /r/. r ii ii 1 llEa r `�.. II II r .1/2''' 1$ Eo E4 t OR 1/4"0-20X3 4 S.S. Min. f G C ---- EI EO„' PHILLIPS TRUSS HEAD I ,- .'' CONCRETE 1f4"0-20x3f4"S.S PHIWPS 1 E' f 18 ANCHORS I MACHINE SCREWS USING ?� (SEESCHEDULE ON TRUSS HEAD MACHINE SCREWS —CONCRETE ANCHORS ?l L!/ t' 1/4'-20 NUTS 12'O.C. W/ 1/4"-20 NUTS 0 12"O.C. -' 1 •� POURED CONCRETE— SHEET 13) y (SEE SCHEDULE ON SHEET 13) t f Min. CR CONCRETE BLOCK POURED:CONCRETE • v, Y OR CONCRETE BLOCK Z ' ICRETE ANCHORS REQUIRED WALL REQUIRED j V WALL SILL INSTALLATION j (sEE SCHEDULE ON HV WALL SiLL INSTALLAM .POURED CONCRETE SHEET 14) OR CONCRETE BLOCK —_ WALL REQUIRED (Cl HV WALL SILL INSTALLATION NOTE fpB...COMBiNATi0,1{OF=P�f-TM741z: 1yJ INSTALLATION DETAILS W/ 1'-SEE SHEET 4 FOR TYPICAL SHUTTER *&D.=EDGE DISTANCE ♦SEE LiMiTA710HS OF USE FOR T HV B LA D E ASSEMBLY (SEE SPECIFICATIONS ON StaEEi i3) BLADE lA OH SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED - - IN ANY WAY TO SUIT ANY INSTALLATION; +IJP ij} FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone `,l11 ..�```Glys• 4l-Z 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. F w BERTHA HVTM �+► Accordion Shutter System A • •. I L E C� LIi G. ■SS ■ ■Q A. N.V.BLADE#t W/OR W/O KV.'NAND01N BLADE. American Shutter Systems REVO Nt 7OEWRIPAON DATE ORAwN BY: LC. TILLIT TESTING & ENGINEERING COMPANY AssQCIatiOn� Inc. t OLD 15-095 7 27/1 PATE: 07/27/17 - &155 N.w.38N.S, s e 105.wt wxw WDE14%F oROA osis 4268 Westroads Drive 2 Pnoaa;(305)871-1330.rax:(305)871-1531 DRAWING No '•0' �C�rr1d o mEB�O008®iplcam West P61M Beach, FL 3340'/ 3 �7—»7 0NAL 4 . ,PALTER A.TILUT Jr.P.E. "x^• 5 SHEET P.E'SEAL/SIGNATURE/DATE FLORIDA ua.l 44167 s 6 OF 20 I URED _CONCRETE ANCHORS rctr STptiuTM ��\\ } �` CONCRETE (SEE SCHEDULE ON SHEET'13) i ro UK ( r 1 OR EXISTING L + TO CLASS (Sa:7 '1 :tREwtE ftE0U1RE0 EDGE OF GkASs^--� SHEET I,) 19 Fm p4__....-. AISPURBCA&ix EXLSTING ptLES@kQat (sm CLASS-" ' iFJ,rALTEXISTING ANCHOR + CUSS i ,: f V / r• ! LOCATION l i t t 7- / I' i i �', '`'' 'a5 t t t t '10x3/4'HEX WASHER HEAD t t+ + `j f.r i S T OR 13 OR $ $ 3/5 ws. TEK SCREWS a 12'O.C. i 4r f / EDGE OF 3(e ulrL E ANCHORS B CONCRET A APPLICABLE (SEE SCHEDULE ONSHEET 13)7 EDGE OF IF 5 OF i ✓ r // /ri i . T/2 .^al+-1/ EDGE OFSLAB IF I _ ! i-/ UM s�ApAttOM APPUCABLE -E,Q -E.Q tl+ tPPUCSBtE """'- POURED FLAT HEAD CONCRETE ANCHORS i ro aAz / "' 'rf CONCRETE E•p,w� CONCRETE (SEE SCHEDULE ON SHEET 14) `•uMLLE ON 5 U POURED //. 1.+ / - REOUIRED ^I n tut aAPE41AD ♦ RECURRED FLAT HEAD CONCRETE ANCHORS CN S w t9 M R "T OR CONCRETE + REQUIRED Dl E.D.* (SEE SCHEDULE ON SHEET 14) � TENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. CF HV FLOOR INSTALLATION ©HV WALK—OVER INSTALLATION DESIG ULE PRESSURE RATI'G &FOR SPANS PER CQ) HV CEILING INSTALLATION ExtSTiNUBS� p.ASs CONCRETE ANCHORS , '..-----.-O0. �M --� O �` (SEE SCHEDULE 04 t/ipw EX mw// cv sr�r ttl I I TD awes I - r-- SHEET 75 1 EXISTING � TECWXAM�OR 1/4.0 FIAT + EXISTING-^'1 GLASS T_—• .^ FAsn31`S TAPPER+EXISTING NtagK5 w/ GLASS--; ti GLASS .-its Sa¢Mi€ar s t 4 3jY uH.6mEGscEM o 6^ a +q O.C.FOR UP TO 6'-0'SPA/IND t'O.C.Fpi SPANS LARGER— 1 1 ++ 6'-0`UP TO 8'-0'4iiC tPPLY-" 4 r-i 1 1 I I I /�'• I , I �.:/SENRII'AT L'4TAY FA5IENFR IIEA� , +; t "MAX.� OYP.}(`.�tTJ1E t ON f/2` 4 ' 11W/4•HEX(r Y ` 5x.FF' 1,Fpi IDeT 3j8 rMAX. + .wt 3 OR' 15 �' i i i -SEEK.SCREWso `�0f cOM..s6ttN+M1' t _ a9 f .. R,u �.t / + $ s2'O.C. 8 ;!!fr!f;. 14x3/4' HEX HEAD_,./`I S 7 B TEI(SCREWS®9"0.C. USING114 0 114 -2 SS u5 OR I/4'o-20 S.S.M.S. CONCRETE ANCHORS Y j.-�_ 6 '� 3f �• __ l tF�NO 114 -20 nuts (SEE SCHEDULE ONQ 9"0.C. o u'OG- OR Ntfr®9'O.C. L/-•-- it/2 SHEET 14) I WALLitTR i(D STRUCTURAL ___..__. D - `:+' 2.00`'MIN, SAO,iglu(DECORATIVE 1T 7 R i/2" 1` -)7 R#g 1 E.D. SILL) EDGE/ 1 SLAB OF I �t �-0 9'D.C,F.N.S.O.S. MIN..• . RFW4D�WECONCRETE 17/8` /17/B' /� APPUCABLE l -.CONCRETE ANCHORS SEENM13(b) T -' '-SEE NOTE I3 6 ` Ft-•• '• ED / POURED CONCRETE-3 (SEE_SCHEDULE ON ON SHEET i OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1() 1....•!� ..-----.-----I REQUIRED OR CONCRETE BLOCK nPnoNnL POURED-/ � REQUIRED 1�K STONE MOUNTiNG INSTALLATION CONCRETE (K:) HV WALL FLOOR INSTALLATION O HV WALL WALK—OVER MAK UU ASA.RE$PA Ir-Ir Q 2 pal MAxW4.M1i SHt}SSUt SPAt e`-0` RECURRED j HV RAINGUARD INSTALLATION t t THIS INSTALLATION SHA L NOTE FOR COMBINATION QF SECTIONS: 4REMOVABLE-WHEN PERFORMED C. E =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE Ut/k,7�T�ATTONS OF USf FOR �- i--SEE SHEET 4 FOR TYPICAL SHUTTER (SEE'SPECIFlCATIONS ON SHEET' 13) OR ENTRANCE BSE@ON SHEET 19 INSTALLATION DETAILS W/ Q HV BLADE ASSEMBLY - 2-MOUNT7FIG SECTIONS CAN BE COMBINED 2 ANY war To Burr ANY INSTALLATION. (+FFF Ria } FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 EASTERN METAL.SUPPLY. INC. \4 .•;'.`f� ^' v�y 02017 RLTECO.INC. BERTHA TM o.q1 i /� �+ /� Accordion Shutter System MLTE C 0;t N c. A S. A■ ww awD## w/OR W/o kV WHIN 11" -as TICCIT TESTING & ENGINEERING COMPANY American Shutt$r SystemsEy.N DESI:RIPTION DATE. OFfNM 01': LC. "J, �t Association, Inc. t. 040 TS-oas 7/27/1 DATE: 07/27/17 I(� 6355 M.S.38th St.Ste.305.MRW"G RDEMS.FLORIDA At6 Q A426$ Wes#roads.Drive 2 Pnona:(305)871 1530..Fox:(305}8T7-1531 DRAWING No /ONiL �OLIQ n m I.bnennonm.npm West Palm Beach, FL 33407 3 Ix"t',tF41 WALTER A.T8]i9ILUT r.P.E 4 17-107 i0Z FLORIDA LTO.tT 44187 5 SH P.E. SEAL/SIGNATURE/DATE s 7=F EEIS 10 SEE END WALL CON SEE NOTES ON LOCKING RODS 1y,HV LOCKS®or 2® OUT 9D I N _� EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE IN LOCK®ON SHEET S. I -'I)''LACK DETAIL HVF IS VAUD FOR ALL B LA D E WZ HV C E N T E R MATE S CENTERMATES APPLICATION WITH SLADEQ Rice©«Oce©°fl 0 .O3 ce OR SEE END WALL CONNErnnnl 1 t 0• 1©ce©-®«Q.Q w r-EXISTING GLASS DETAILS ON SHEET 10 & 18— ©.O«©0.°©.0 Q.@_(91@ce®.©°i} - -----------------t--------------7. z'x2'x1/a'xo'-z 1 O O © O O @// - -3 t 4^— r (6063-Te ALLOY)ALUM. 8 8 aR 9* 3 aR 19� / �' 6 t/z' ANGLE W/(2) 1/4.0 TAPCON 1/2' OR�-® OPPOSING T SYMMETRYCAL ANCHORS TO CONCRETE I (roM/BOTTOM) I CENTERMATES CENTERMATES (a)BtOxi/2'S.M.S.TO 7UBE:1 � 01W/4,S.M.S.® 12' MIN.SEPARATION I O.C. FULL LENGHT. W/ HV 4 or S I WZ HV LOCKAK o AT EACH ANGLE.(TIP)I I I TO GLASS(SEE SCHEDULE IN ON SHEET 11) I 5 � - I OUT ® a HVA HVB © ® O O O tQ O3w HVC r-POURED CONCRETE OR ) —— ___——————_ — —— ^DUSTING CLASS ( CONCRETE BLOCK WALL. _E%fSTING OoR Q.®DRO'®°a __ _t 0•.Don Q..�oa ®DR // 1 � SYMMETRICAL � 6 - DR s g DR GtAss 1 ®ce©9•�m is•Q5 ��E1osnN o CENTERMATES* �% IN ©,O•©-O O ® "N.SEPARATION 5 - _ TO GLASS _J G1A55 8 aR 1 8 oR 8 ce HV LOC OPTIONAL (SEE SCHEDULE MIN. SFJ'ARATION *_ —___, (INTERIOR) O'®0R O•© ON SHEET 11) , TO GLASS — I N ® (SEE SCHEDULE OPTIONAL D .ON SHEET 11) (INTERIOR) - — --- - ------ ------- AUT -- —� -- I CONCRETE ANCHORS rJ 1 16oC : 2 *� ` 3 VITIE .Hf '� - ®' '�`f * -(J'LI w.l•)'J, QUT 6 1/2'VAX. SLACK ( I OUT (E�OERIOR) HVE cJ HVF** H V D II f,, „f,.,,.,gs'e ....... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A1,, +�; ,`n�Aen _E/�1 ®2017 TILTECO,INC. -®2017 EASTERN ALETAL SUPPLY,INC. `` VtJ 19V� !» _ BERTHA VTIJ A■S,.S..�■ Accordion Shutter System IL ECOING; KV. a" * #, W/bh w/q_RV WNDOW MADE `. TIWT TESTING k ENGINEERING COMPANY American Shutter Systems M.N DESCRIPTION - DATE oRAritr er L.C. 6155 N.W.36tH.SL.SW.305,VR=A GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 15-085 ,P'•... '�•�i• /27/1 DATE: 07/27/17' Ph.O,:(305)871 1530 Fox.:(305)871-1531 4268 Westroods Drive 2 al� f1rd E61-0057O West Palm Beach, FL 33407 s -DRAWING No !Il/l•�f WALTER A TILLR Jr.P.E. 4 17-107 FLORIDA LIC.1 44167 P.E. SEAL�SIGNATURE/DATE a SHEEET OF 20 I ALTERNATE INST L ION W H " " 'LQQK SO). V MALE/FEMALE " " LOCK C TERM T 8 9 & LOCKERS V BLADE SEE CND cONNECT1Dx ISEtAt(S ON SHEM M& 1s INSTALLATION n HV BLADE 0t1T1 `a.IshND stAsS BLADE())SLACK DETA$HMT,INDICATED ON SHEET B. WZ HD CENTERMATES ` I AS WILL M 0-411..AL FLOA1RiC BLADE DETAIL F(CO-HYD. a�v 6�•Q„�g at0•�n INDUTED off TMS S,IEET,MAf BE usED WITH THIS ALTERNA SEE END WALL CONNECTION I L 8151 TION DErNL FIYC SHOWN IN THI$ Mr. I 8.0-(D. p•si�a a�•�'t'•�7<®a DETAILS ON-SHEETS 1O d1 187 i ©'o•Qno•o•�� r;z,:te v-z �a 0 �8 35 CrA53-ia ALLOT)ww. ANac rr7 +,�4ro TAPER+CONCRIM4 s/r Sxs.o,i- ------------ 30 HV "T"-_--_---_- ----.----t- (IYP.} - -..-� - FIN (TYP) ! r�sniconlac (4)f,�7 NTOi11EE ` i O.C.FULL LENGM. �4* (N 4)H.Y. I IN (4)H.Y. I NN.9'NwgN AT/GM ANGLL.(TrR) '�' 6N•seka t) 4� 23 LOCK (INSIDE) 0i5 1 2 2' 5 3 OUT 31 Oa� 3 31 DaQ 37 Da 31 oR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OPDCNALL) *SEE HOTS 6 Toa HY LOcx®, W/ 7/8"0 x 3/32" WINGNUT. (OPmNA)HDB-HV8 OUT HQQ-HVC r'Locx,ON s1)EEr s. * SYMMETRICA4 ND.CE NITERMATES /'� �J HV "T" LOCK (OUTSIDE)- 26 SYMMF�CAL HD CENTERMATES W/In* LOCK (EXTERIOR) LOCK (INTERIOR) 'r SERIES casA Au—IJU JH_VQ* /^�� (2024-T3 ALLOY).LARCE j NM0024NGE 71pN .. UTSEaE.PMT . 10•®^t®•��•�� �'i As MANUrACTURM 9Y AVOEL CHERRY 707ORN,PMSIPPF1n.NfW JERSEY �:l•�:f IE'�ylQ,d'®°R 07054 OR EQUAL — 3 © SLE NOTES ON IDCNWO 3005($„ &167 g t6C.5 ON SHEET 5 ...-_ _ _—_ _... �•••--«• �1 — **UNMA^Wi Ft0ATN0&AOE(?UE+AL H(>a-HMD 15 V.ttL IDfl JiL CEIT(ayMATES APINA'wr, %TBI a xt HDD-HVD�* �IOATING STACK If))))'SNk A. j -. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane. Zone ..,, 6+2017 TILTECO,INC. Q 2017 EASTERN METAL SUPPLY, INC. L� BERTHA HVTM� a.44r zfit► �+► /� Accardian Shutter System _ 7E7C707,,7, � AS.S.AM H.V. BLADE#1 W/OR W/O RV MMW BLADE American Shutter Systems a OESCRIRDDN DATE DRAWN BY: LD `; ��':• t� •,�, T,Y TILLIT TESTING &-ENGINEERING COMPANY ASSOCTf7tion4 Inc. , ol.p 15-OSS 7/27/1 DATE: 07/27/17 4 i sass NW.,3sm sL,se.DAs.HRcuau GARDENS.noaaT 53,E Q 01 •' ' s 4268 Westraads Drive 2 .'n .......... R o.:(30s)a71-1530.ra.:(303)071-,531 DRAWING No is �. (� a al:,H1ecoO0o 0. West Palm Beach, FL '33407 s 17-107 70 AL IGf;1(( waaEa-OOM7191LUr P.E ` FLORIDA Uc i 44167 .5 SHEET P.E. SEAL./SIGNATURE/DATE s SOF 28 I I 1 SCHEDULE 91 agEMLE Z MAXIMUM SHUTTER SPAN" "L+" OR 1-" MAXIMUM SHUTTER SPAN'S "L+" MAXIMUM SHUTTER SPAN*"L+" MST�ON LEGEND (ft.). FOR INSTALLATIONS W/ .AL OR "L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS CENITFRMATES-@ &@ or or INSTALLATIONS Wf kORTW/ i CONCRETE & WOOD (t) L+:MAXIMUM ALLOWABLE SPAN.FOR A GIVEN W/ ONE H.V. LOCK or © or 2�or CENTE $c, �, gj ONE HV LOCKS ~�^ MANSORY POSITIVE A.S.D;.DESIGN PRESSURE RATING. HD LOCK Wj N4 LOCKING RODS } or ONE HV LOCK ar Q�or L-:MAX,ALLOWABLE SPAN FOR A GIVEN NECATIvi CENTER 28 29 W/ ONE W/ No LOCKING RODS NO LOCKING WALL A. t3, C. 0. E. M, N, 0, P, 0. A.S.D. DESIGN PRESSURE RATING. ODS MOUiJTING F, K & L R, S, & V. -r" LOCK 30 W/TWO LO®NG (SEE NOTES 1'.1't) (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEIUNG G. H. I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: N��tT;��- t700t 0K INSTALLATIONS CONCRETE. k WOOD MOUNTING & M CONL'REiE 1J MAXIMUM I.unwu CONCRETE GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. Asn.bE90N I I A S ASO,OMI RESSURE WALL MOUNTING INSTALLATIONS pRssvRE Z DETERMINE MAXIMUM SPAN +•FROM SCHEDULE, aREsatx' WALL MOUNTING FLOOR CF PR nro k 1u1w0 FLOOR/CeMOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RA1uro MOUNTING (a.A.r.) FLOOR/CEIUNG NOUNTING �'Ar'y 6i00R -L-OUtmNG DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. L-(ft) L a (Il} L-(ft) L a'. (0) L-IN 'L F (R) L (fi) V MAXIMUM SHUTTEIY SPAN "L+"OR 'L-'FOR INSTALLATIONS INTO WOOD SHALL BE UMRED To FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LE t6'-0" I6'-0• 16'-0" I6'-0' 30 16'-0" 56'-0" 30 16'-0" tv-0' 105 PSI.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+"AND `L-'. 35 14•-10' 14'-10" 15'-2' 16'-0' 35 14'-10' 14'-10" 35 15'-2' 16•-10" 40 13'-i0" 13'-10- 14'-2" 25'-2" 40 13'-10' 13•-10" 40 - i4'-2' _ 15'-2' ,.�,.. (3} PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-i' Y3'-1" 13'^4` 14'-3" 45 13'-1" 13'-1" 45 13'-4' 4'-3' 11' HV CORNER CENTERMATE Q3 MAY BE USED AT ALL COMBINATIONS IN BE WALL MOUNTINGS 50 i2'-5' 12'-5' i2'-8" 13'-7 50 72'-5'mm-i2'-5" 50 t2'-3' S3'-1' MOUNTING INSTALLATIONS. LOC pWG SPECIFICATIONS Wf FLQORfCE UNG MOUNTINGS: SHALL BE AS INDICATED ON MAN CONDITION �2 55 ti'-1D' 11•-10 12'-1• 12'-11' 55 11'-10" 11'-10" 55 11'-1' 11'-tl` FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 ti''4" it'-4" 11'-7" 12'-4" 60 11`-4" 11'-4- b4 10'-2" _767if" NOTE�5.SHEET S. RATING. . DETERMINE: 65 10'-70' 10'-10' 11'-i" 11'-11" - 65 _td'-10" 10'-10" f�65 9'-5' IQ'-1` LI+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 70'-6` 10'-6' 10'-9" i1'-5" 70 s0'-6' 10'-6y 70 8'-9 9-4• t2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10"-1' 10'-1' 10'-4- 11'-1- 75 10'-1' 10'-1` 75 8-9" ttFXCEPT THAT MAXIMUM.SHUTTER INSTALLATIONS. 80 9'-10' 9'-10' f0'-6' t0'-8' 80 9'-10" 9'-t0' SPAN'L+'OR-L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE,RATING FOR INSTALLATIONS INTO CONCRETE ^85 9'_g• 9' g 9'^9` t0'^5" 85 8'-6' 4'-6" RATINGt 9p- g'-3' 9'^3" 9`-5' 10'-1` 90 9'-3" 9'-3' OR CONCRETE BLOCK S1 AU.BE LIMITED AS FOLLOWS DETER MINE: 1- CONNECTIONS TO KEYSTONE MOUNTING U->= MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-A' 9'-2' 9'-10"- 95 9'-1' 8'-9" LIMITED TO +64,-72 P.s.0 AND 8'-0" SPAN, SEE L2— MAX, SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9" 8'-4' 9'-0• 9'-7' 100 8-9` 8'-4" MOUNTING MOON SHEET 7, INSTALLATIONS, 105 8'-7' 7'-t t' 8'-9' 9'-4" 105 8'-7' 7'-t t 110 8'-4' 7'-7" 8'-7` '9'-2' 110 8'-4' 7"-7" FINAL MAXIMUM ALLOWABLE SPAN 5 EQUAL TO THE 115 B•-2- 7-3• 8'-4' 8•-1t• 115 8'-2• SEPARATION TO GLASS SCHEDULE tdM1MUM BETWEEN'Lr+: "ta+'. "L1 AND .L2-" 120 8'-0' 6'-11• 8'-2' 8'-9 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 126 7-10' D'-8' 8'-0' S'-5' 125 Y-t o' 6,-8` ALLOWABLE SPAN AND NEGATIVE A.S.D•DESIGN 130 7'-8' 6'-6" 7-10" 8'-1" 130 T-8" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR i WIND ZONE MINIMUM SPACING. 135 7'-T 6'-2- T-9' 7'-9' 135 ?'-T 6'-2" SEPARATION 140 -5-5' S'-„• T-T- T-6• 440 �T-s• s-i1'- ASTM E-1996 TO GLASS 145 T-3" 5-9• 7'-5' 7-3' 145_ 7'-3' 5'-8• '.. 150 7'-2' 5'-T 7'-4' 7'-0• ._ 150 1-2' 5'-7- 155 T-0'_ 5'-5' 7•-2' �V-9• 155 T-D' 5'-5` 1 THRU 3 1" 160 6'-117 S'-2' T-r 6'-7' 160 6'-11` S'-2" 165 6'^10' S'-t" T-0• s'-4" 165 6'-t0' r-i• 170 6'-2' 170 6'-9" .. 175' 6'-T 4'-9' 6'-9'- 6'-0" 175 G-7• 4.-8. H V BLADE . 6'-8" 5'-70" 180 -j-6' 4'_8' M=056 4'-6" 6'-7• 5'-8� 185 6'-5' 4'-6' '4'-•5" 6--6• 5'-6'- ISO 6'-4- 4'-5` 4'-3 a--5' S'-5' 195 6'-3' 4i'-2' fi-4S'-3' 200 6'-2' 4-2' J''a'-1 6-3• s-r los 6'^1 ,u' FLORIDA BUILDING CODE(Hon High Velocity HUrricone Ione .2017 nTECO;INC, 02017 EASTERN METAL SUPPLY, INC. LiGENS�-:'�5*� A BERTHA H TIM c A S A Accordion Shutter System TL o INC. KV. BLADE#1 W/OR W/0 HN WNDON BLADE American ShutterSystemsv.I DESCRIPTION DAtt OR-M4 BY.,UWZY. Lc. t -a TILLIT TESTING & ENGINEERING COMPANY - Q" A Association, Inc. 1 OLD 15-065 07/27/1 DATE: 07/27/17 4 635514.W.38th St..38St..Ste.305.l WNA WiODM FLORDA 3.11 F Ph"na:(309)871-1530.Fox:(305)871-1531 t Pal W Beach, Drive 2 DRAWING No d e-mea;que.eoeeL�o West Palm $eoch, Fl 33407 3 7-17 ¢`�S1ONAt �G`r',, EB-0006719 4 ,r+ WAITER A TIWT 3r,P.E /"` FLORIDA U..a 44167 5SHEET P.E. SEAL/SIN URE/DATE 6 11 OF 20 Loll :R .• j!a 14,111441 •Z \I Ax It VU4161241. 11)NINO ' ffiiF3ffiti>) RE31t3� i3O[i� ®m�pROARR�affiMm" , R`fRR6�NffimagR93 HERE.mm EN 6lmti7[Ypp Ell pp pp ®mmm�E>DI•� mC>r0�1�pp® mEilO � pppp�� Ctl�RtlEfI�ID [�� . pOtI1O['/tI>1R ffimiS7OE=i7 ��mt E3�tmt�EEffi�iEIExam HE�tffiiD�EEtnElmmumm�i�Q�HHt7E7it>1tT�E�if3f�tF>I ffii©ir]�OE7Ei1 ffi [itOE>1ESEi1 ®iI]Et1a m®E3 D RR Emma ODEEI If700E7EE70 ffii� ' Ianpp ia� cinnt mInoHHH ffi mho I EMN3 �ppp� n IQ� � ICl Qom 6! E [lgR7 Ia�lp7i�E ORi#QlRRY��E>1R 1[7R��HHEN, IM"m � 0 R�[�6f[atO[EE�E7ORUXKIM KNES"s# t]RtaR ffimKomi �ffiffiffiiftliL�[iyflm�l�Rffi� tC7asRRRRffi6!@3SEaAt�MtI 03 go ppH Affia7pM EMKiiM rRn VIA0i3R ism nDH ®iiCf iE . ��� n[ R 8nMKBRHMRRRpEt7p�o� WRAREmO ®tD�t�c7a1ER�3]I .- . 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RRMip ppRRRRRf� ffi pRR RR6l��RRR �t RRR WOM t1�1ElZ!!F7 R ®�CLEfRRRORQ�iEppi�RRpRpR�RCp1ffimRRRRR�iRERRARpRp® "Eps!�®OOa®ziippER�pp�ppR nn-RREiRORL7O��Hong RpRRRR�gRpRpRan lissommup p�E muffiRO iORRRtt1 RIy�O�R�o Oman �p ORRRRRI��Ai7LEiEE1®Rdd ic�ttsRReaRRRit3RRRRppRpRL!QiREiRRRRRR SIXIMRRIlR RRRRRpRR[7t�titillORRR i MMM Es ���RORit1��mR�pOORR RoR�"ORppp�®opmmmmm p�E�iRRR nR�IA/FJ���eppRppit' R �• ; �! ®EM IM Cwffi RRA a�� �dtR•D7R�LR2 RCE�17R summons EE110RR7O r i 0 ^ . • • �• + �,, y i • OIIIi11111��+^ � MAXIMUM ANCHOR* SPADING ('Ln) SCNFn1 D F FOR a GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.DESIGN NEGATIVE PRESSURE RATINC AND A CORRESPONDING MOUNTING TYPE FOP COMErE OR CONCRETE BLOCK R INSFAI I ATIO (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: C01�MtE7E/COtlr�TE BE= (SEE CONCRETE (A) TO EXISTING POURED CONCRETE: (Min. I'c-3 TLsi) .w" @WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. (Min. rc-3 l.1) SPAN ANCHORS SPACING-LEGEND - 1/4"@ x 3/4'ALL POINTS SOUD-SET ANCHORS,AS OISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min, r.c,m 3 bi) (N) - •OfSTtI tIFL6M1E.Pf3]Sllf�RARYG NEGTNE PESSURE.RAtO+C .0. NEGAIK PRfSa9E RATING - 1/4.0 BLUE TAP CONCRETE ANCHORS W/TAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. Fc m 2 ksi) TAPCON OR 30 40 60 75 90 120 760 205 30 +O 60 75 90 120 160 205 30 40 60 75 SID 120,60 205 7APCON WITH ADVANCED - 1/4'@ TAPPER+ANCHORS AS I.OVTUFACTURED BY POWERS FASTENERS•INC.,AND DISTPoBUTEO BY ALL POINTS SCREW,BOLT&SPECIALTY t♦ 12 tB 9 8 8 6 55 74 t2 10 9 B 8 6 6 14 t2 10 9 8 8 s 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOClAT08,INC. 3'-0" _74 12 70 9 6. B e__ 6 14 12 10 9 a 8 6 6 14 12 10 9 B 6 6 B (Min.Tic OR LESS 14 12 1D 9 a 8- B 8 14 12 ,0 8 8 8 6 a 14 12 10 9 B 8 6 g ALL POINTS SOLID-SET- 14 12 10- 9 8 8- 6 7 14 12 10 9 8 B 6 6 14 12' f0 9 0 a 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 8 6 5 TAPPER. Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 8 6 8 14 12 10 9 a B 6 6 14 12 f0 B 8 8 8 S5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 i B 6 4 14 12 10 9 8 8 6 4.5 14 12 tD 9 8 6 4 35 A2) MINIMUM CMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SCUD-SET ANCHORS SHALL DE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 B 6 4.5 14 12 10 9 8 B 6 5.5 14 12 10 '9 8 _B 5 4S 14 12 10 9 7.5 SS J.5 - 14 12 10 9 a 8 6 5 14 12 10 9 e 7 55 4 •SEE Arps Di USE FOR INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG'MINIMUM SHOULD STUCCO ,4 I2 10 9 8 8 6 6 14 12 10 9 0 B 6 SS 14 12 /0 9 B 6 6 4S mA0EI1 CN SHRT 19 EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 I2 10 9 B . 4 14 12. 10 9 8 6.5 .5 3.5 14 12 70 5 8.5 S 3.5 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOP„ a4 12 .5 9 -e J.5 4.5 - t4 12 to 9. a a 6 4.5 /4 12 t0 9 B 6 4.5 .75 ANCHORS SHALL BELONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICAED ON 14 12 9.5 LS 85 4.3 - - t4 12 t0 9 8 7.5 5.5 4 t4 12 10 9' a _-6 4.5 SS NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6•-0" 14 12 10 9 8 B 6 - 14 ,2 10 9 e B 6 5 14 12 1D 9 8 65 5 35 INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 5.5 3 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 _ i4 12 f0 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 65 8 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM.C-90) 14 12 B 6.5 3.5 3 - - 14 12 10 B a 6.5 4.5 3.5 14 12 10 9 7 S S.S J - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. T-0" 14 t2 10 B g e - - 14 12 10 9 8 7 5 _4 14 12 t0 9 7S SS 4 3 - 1/4'0.3/4'ALL.POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPEC Ty COUPANY. 14 12 to 8 & 4 - - 14 12 a 7.5 6 4.5 35 - 14 0.5 7 5S 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. ik '12 10-8.5 7 4 - - 14 12 10- 9 7.5 5.5 4 - 14 12 9 7 75 4S - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 It 7 SS 4.5 - - 14 12 10 9 7S 5.5 4 - 74 12 9 7 6 4S 3 - COMPANY-OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. $r_0. 14 12 10 9 B 6.5 - - 14 12 10 9 6 6 4 - 14 12 f0' a g5 5 3.5 - NOTES: 14 t2 9.5 7 SS 3 1- - 74 112 8 6.5 SS 4 3 1- 12.5 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 95 7.5 6 - - - 14 12 10 8 65 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. / 13 9.5 6.5- 5 3.5 - 14 12 f0 B SIS 5 14 11 9 6.5 5 4 14 12 10 9 B - - - 14 12 IO 9 7.5 4.5 - - 14 12 BS 7 SS 4 14 11.5 7.5 6 4 - - - 14 11 7 5.5 9 3.5 - ti a 55 4.5 3.5 - B.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4,5 - - - 14 12 e5 7 5.5 4 - - 74 70.5 7 3.5 a 4S - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.9 g.5 5.5 4 - - - - 14 12 9 7 6 4.5 14 17 7 95 4:5 35 - 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 74 12 B 6 S 4 10'-0" _ - - B.J)W CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 TOS 7 5 3.S - - 13 95 6.5 5 4 3 -__- 10 7.5 3 4- 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH'THE'MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 8 57. -5. - - - - 14 12 9 6 5 4 - - 2.5 95 6 5 4 { NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER TOS B 3 - - - - - ,4 12 8 6.5 55 4 _- - 1J. 10 _6.5 3 4 J- - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 t2 1'10 - - - - - 14 12 9 7 6 4.5 - - 14 - 12S SIS 5 __ - - - - 12 9 8 4.5 4 } - _ g 7 4S 3.5 3 - - - (C) ANCHORS SHALL BE INSTALLED rOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 14 ,0,5 7 5.5 45 - - 11.5 eS 35 4.5 75 - BS 7 4.5 US 7.5 6 3 - - 12 9 6 4.3 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - li 72 a 8.5 5.5 - - - t3 10 6.5 5 4 - _ - EDGEDISTANCE VCRSLIS SPACING SCH D FOR ANCHORS: 12-0"115 a3 4.5 - - - - - 11 a 5.5 4 15 - - - 8 6 4 ! - - - - MAXIMUM ANCHOR SPACINGS ARE VAUO FOR EDGE DISTANCES INDICATED BELOW. FOR E.D.LESS THnN THE INDI 13.5 95 6 - - - - - 13 95 8.5 5 4 - - - 10.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. CATED,REDUCE ANCHOR SPACING 9 65 - - - - - - 14 110.5 7 55 4.5 - - _ 1FACTOR 8.5 55 4.5 35 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. I3•-0" 14 12 - - - - - - 14 115 75 8 'S - - 12. 9 6 4.5 4 - - _ - 10:58 - - - - - - t0 7.5 5 4 3 - - 75 5.5 4 3 - - - - ACTUAL. � TAPCON WITH ADVANCED 125 85 - - - - - - 12 9 e 4.5 4 - - - 95 7 -5 s - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W TAPPER + HV BLADE OR iHRFJDFORM TECHNOLOGY /GAP MIN.SPACING u 9.5 8.3 5 - - - - 10.5 7.5 5 4 - - - OICTANCE 3' MIN.SPACING•+3". MIN:SPACING a 3 1/2' MIN,SPACING m 3" 3 3/4' 14'-0" 14. 12 - - - - - - 14 105 7 5.5 - - - - 11 8.5 5.5 4S - - - - E.D. MIN.SPACING m 4, f0 g 7 45 3S - - - - 7 5 3S J - - _ - GLAD W POURED-CONCRETE& PUNED CONCRI7E OGNCaM L ac POURED CONCRETE k POURED CONCRETE&F1Xa6D Ix7naTE CR402TE B,Doc CONCRETE BLOCK A@i F�•J 1 2 M IIS 8 - - - - - - 11 9 5.5 - - - - - 9 6.5 4,3 - - - - - �' V I DO MK E.O. 3" /" N.ED. 1/2" CONCRETE BLOCK COINCRETE BLOCK 7B,L ED.•J I Y 73 - - - ,2 9 6 - 9.5 7 4S - 14N ED..3 1 MIL E:O.•}" / MN.M.21/2' 15._O. u - - - - - - - ,}s ,o fiS-, - - - to's 11 s - _ BLADE WORKING 3" 1.0 .._0.90. 1.0 0.78 r.o os4 1.0 g _ _ _ _ _ - - 8S 6.5 4 _ - _ _ _ 6.5' 5 3 - _ - 2 1/2" - D.-Bl 1.0 - ,o - - - - - - 105 a s - - - - e5 6 4 -- )hl UNISON ♦ - 0.67 1.0 - - - - 2' - 0.7 - - 0.51 755 - - - - - 8 6.5 45 7 3/4' - 0.91 0,43 1 B•-0"'14 _ _ - _ _ _ 125 9.5 6 _ _ _ _ _ 10 7S 5 _ _ _ _ - _ g. - _ _ _ _ _ _ g g. 4 _ _ 4.5 3 9 1/2" a- 95 7 5 - - - - - e s "4 - FLORIDA BUILDING CODE(Non.High Velocity Hurricane Zone 02017 TILTECO•INC, 0.2017 EASTERN METAL SUPPLY,.INC. \ T• .11�. - ' BERTHA ffTi, o�It- -IOL INS. A,S,S,A■ Accordion Shutter System HIV. BLADE,#1 W/OR W/0'H.v WINDOW BLADE DE az"a l TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Lv.H DESMPTICN DATE DRAWN BY. Lc. •: 7T OF :'� 6355 RW.36th St.,SW.305.YT a GNOUF, 7M RIG 331 Association, Inc. i OLD 15-0 8 5 7/27/1 Dare 07/27/17 -\1 Phone:(305)871-1530.Fc.:(305)071-1531 4268 Westroods Drive 2 �ffS'•..DRIp�•1,,:'.`y�4yt11t o-mOEB��10006g79t�m West Palm Beach, FL 33407 s -DR AWING No + •••••••• `` 111 WN.TER A.IILUT Jr.P.E. 4 1��1 O/ P.E�5�SKATIJO /DATE FLORIDA Up/44167 5 SHEET B 13 OF 20 MAXIMUM ANCHOR* SPACING Cip.) SCHEDULE FOR A GIVEN Amp DESIGN NEGAIM PRESGU,g, R9T1NG AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE NOUNONGS 1.J.K&L ON SHEET 7) POURED CONCRETE POURED CONCR RETE BLOCK ANCHORS SPACING LEGEND UA UUM t WALK QUER& i.TRENCH QRAINGUARD MOUNTING (K WALL/FLOOR-MOUNTING ( WAUPIALK OVER MOUNTING TAPCON OR �N1 _..__ UM WN s.0.DMO hFAT54 Pt#MK RAN6..W .1r..=M x[C4l1r,E 9AlNC_ .LSA.oLSla1 r>:r, K PR6S'M R4TiN6{o� TAPCON WITH ADVANCED {t1j -f­3 3p 40 6d. 75 9Q 720 160 20.5 317 a0 60 ?6 90 120 160 205 3d 40 60 75 90 120 160 205 30176 605 90,720 160 205 THREADFORM TECHNOLOGY 14 12 70 9 8 8 6 6:112.112 112 112 12. 1.5 8 6.0 7 7 7 7 ? 7 7 5.5 5 5 5 5 5 5 S ALL POINTS SOLID-SET S-O* 14 12 10 9 a a 6 6 t2 72 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 '5 5 5 R LE5`s 14 12 10 9 a 8- 6--6 12 12 12 12 OS a 6 4S 7 7 7 7 7 7 7 6,5 5 5 5 5 5 5 5 5 BLUE TAP 14 t2 t0 9 a 8 fi 6 i2 12 i2 12 t2 19 75 6 7 7 7 7 ? 7 7 7 5 5 5 5 5 S 5 5 TAPPER+ 14 12 10 9 8 0 6. 6. 17 12 /2 12 1.5 8.5 95 5 7 7 7 7 7 7 55 4 5 5 .5 5 5 5 5 4 ¢,-O. i4 72 TIO 9 8. .8 e 6 12 12 12 t2 12 9,5 T 3.5 7 7 ? 7 7 7 77 S 5 -55 5 5 9 5 14 12 10 9 a 8 6 0 12 12 12 9S e 8 4.5 3,5 7 7 7 7 7 7 6.5 5 3 5 8 S 5 S 5 6 14 12 10 9 8 8 8 5 12 12 12 12 10 7S &5. 4 7 7 7 77 7 7 5.6 5 5 5 5 5 5 5 5 ti 12 10 9 8 8 6 8 t2 72 12 it a 7 5 4. 7 7 7 7 7 55 4 3 5.- 5 S 5 5' S 4 3 14 12 10 9 8 ;8 6' 6 12' 12 12' 12 10 7.5 SS 4 '7 7 7 7 7.7 7 7 5 5 5 5 5 5 5 '5 14 12 10 9 8 9 8 -6 12 12 95 74 .6 4S 3.5 7 7 7 7 7 7 5 3S .5 5 5- 5 5' 5 5 4 * SEE ANCHOR 14 12 10 9 8 'B fi- 6 iT,12 12.95 8 e 4.5- - 7 7 7 T 7 7. SS 4 5 5 S 5 3 5 S 4 t4 4T 10 9 8 8 6- 6 12. 12 1S 9 7.5 5.5 4 3 7 7 7 7 7 4S:3S - 5 5 5 5' 5 4.S 3,9 - SPECIFICATIONS 6`-0" 14 12 70 9 8 8 6 6 12 12 12 10 8 6 4S 3,5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 3 5 ON SHEEP 13 14 12 10 9 8 6 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 3 3 5 4 3 t4 i2 i0 9 S 8 6 8 12 12 40 6� aS S .75 - 7 7 7 7 7 6 4S - 5 5 S 5 5 5 4„fi f 4 f2 10' 9 8 0 G 6 12 12 10 a 6.5 5 J.5 - 7 7 7 6.5 55 4 - - S 5 5 5. 5 4 3 14 t2 10 fl 8 8 6 ff t2 f2 t2 8S 7 S 4 3 7 7 -7 7 7 ? ? 6 5 5 6 5 5 5 5 5 I4 12 10 9 8 8 6 5 12 t0 6S S 4,5 3 7 7 7 -? 6S 3 3 5 5 3 5 5 5 3.5 3. I tz 1p.>.9- e e 6 s tz 1T as 7.ss o- - 7 7 7 '7 7 5 - s s s 5 s'. s 4 '- VALID ONLY FOR UP TO +70, -75 14 12 10 4 & B :6 Z_[12 12 85 7 5.5 4 3 7 7 7- 5S 45: 3 - 5 -8 5 9 4S 3S - - PSF A.S,D DESIGN PRESSURE 14 /2 10 9 8 8 6 - 17 /2 q5 7.5 -6'4S SS 7 7 7. 7 7 7 7 '4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 '9 8 8 6 - 12 9 6 4S a 3 - 7 :7 7 7 5S 4 '^ SCHEDULE �/3, SHEET T 14 72 10 9 '8 b' 6 - 12 11 7.8 8 5 .75 - - 7 7 7 7S 6 Ti' - - 95' S 5 5 '45 - t4 12 10 '9 8 8 - - 12 1,5 7.9 6 5 35 - - 7. 7 0,5 5 4 - - - 5 5 5 .5 4 3 - 4 12 10 9 8 8 - - i2 12 93 65 5.5 .4 3 7 7 7 T 7 7 6 3 5 5 14 12 10 9 a 8 0.5 8 5 4' 3.S - - 7 7 7 8 5 3.5 - - 5 ;6 5 5 5 4 3 14 12 16 9 8 8 - 72 10 6.5 5 4S - - 7 7 7 6.5 8:5 - - 55 S S 5 4 - 14 12 10 9 8 8 - - 12 OS 7 9S 4.5 3.5 - - 7 7 54 4S 3.5 - - 5 5 9 45 3.5 - - 10`-0"14 12 10. 9 8 8 - - 12 11 as 6 5 35 - 7 7 7 7 7 7 4.5 - S 5 5 S' S 4 8 4.5 14 12 10 9 '8. 8 95 7 4.5 35. 3 - - - 7 7 7 55 4.5. - 5 5 5 '.5'. 4.5 3,5 '- f4 72 10 9. 8 a - 12 9 6 3 4 - - 7: 7 7 '6 5 5' 5 545 6 - 14 t2 70 9 1 8 la - - 12 95 6 -r 4 3 - - 7 7 1 5..4 3 - - 5 '5 5 4 t3Z - - 11'-0' I4 12 10 9 a 8 - - 12 10 7 5.9 4.5 SS - ^ 7, 7 7 7 7 7 3,5. - S S 5 '5-:5 5 5 4 R (/�� 14 12 10 �, '8 9 - 8.5. �S 5 4 3 ^' H V BLADE ONLY LY 14�t2 to 9 e 8 11 8 55 4 - - - 7 7 7 7 7 - S 5 5 1 5 45 14 12 10 9 9 - - 1.5 B.S 5.5 4S 3.5 - - 7 7 4,5 3.5 - - - 5 9 4.5 3.5 J - - - 72,-0„14 12 10 9 6 - - - 12 9.5 6.5 5 + 3 - 7 7_ 7 7 7 6 3 _5 5 5 5 5 5 4.5 3.S 14 12 f0 9 6 8 6 4 3 - - 7 7 SS 4,5 3S - 5 5 5 4.5 4 3 - +4 72 TD 9 8 - 10 7S 5 f - - - 7 7 6 5 - - - 5 5 5 5 4 - 14 f2 10 9 8 10.5 8 5 4 J5 - 7 6.5 4.5 3.5 - - - - 5 5 45 35 3 ^ 13`--0�t4.12 '10 9 8 - - 1,9 8.5 6 4,6 35, 3 _ 7 7 7 7 '7 4.5 - 5' S 5 5' S 9 4.5 35 t4 t2 10 `9 8 7 5.5 3.5 3 - - - 7 T: 5 4 3- - - S -.5 1 5 4 3 - - - 14 -f2-[-j-0r-9 I a 9 7 45 13.75 - - 7 7 5,5 45 - - 5 5 1 5 4,6 4 - 14 72. iD 9 - LQ 7,5 S 4. 3 - - - 7' 6 4 3 - - - -- 5. 5 4 .3. - - 14'-0" 14 12 10 9 - 05 8 5.5 4 35 - 7' 7 7 7 7 '4 5 '5 5 5 5 5 '4 3 14 t2 10 9 - 8.5 S 3 - - 7 7 5 35 - - 5 3 5 4 - - 14 12 t0 9 - - - - 85 8.5 4 7 7 3 4 - - 5 9 5 4 - - 14 12 f0 - - - 9 7 4.5 J.5 3 - 7 5.5 3.S - - - S 5 - 15`-0"it 12 70 - - - V64 5 4 3 - 7 7 7 7 7 3.5 - 5 5 5 6 5 5 4 S 14 12 10 - 3 - - 7 7..4S .J3.5 -- _ 4 - - - .7 7 5.. - - - 5 5 5 '4]4 t2 t0 '- - - - 4 3. - 7 SS 3.5 --` - - 6 S 3.5 - - -0'14 17 10. - - - - 45 3. J - 7 7 7 7- G 3 5 5 5 55 43 3S4 12 70 - _ _ 3 _ - 7 65 4 - _ - - 5 5 4 3,S4 12 10 - - - ^ 7S . JS - - - 7 I ., - - - 5. s 45 - - - FLORIQA BUILDING'CODE(Non High Velocity Hurricane Zone 41i ' 02017 11LTECQ,INC, Lu92017 EASTERN METAL SUPPLY, INC. ' .--"\ TMtS, Accordion.Shutter Sy stem■Et7N�CS■ ■A HV RADE#1 W/OR W/O H,V WINDOW MALE 3 American ,Shutter(305}87i Systems ,f TILLIT TESTING & ENGINEERING COMPANY N IV.N DESCRIPTION DATE Q9A?M W. LG. v '•.' \ WSS N.W.SSU.St.St. 305,49Gi a AD079,1101604 3376 Ph- Association. Inc, I oto 15-085 7/27(1 DATE: 07/27/17 _�' e 4268 WtdDrive Ph-: 4330.rav d(305)871-1931 esroos DRAWING N 4 i,r �(4 ib oma m+ecup a�om West Palm Beach, FL 33407 3 Mss/ANAL 0Nti-1444 WNLIEE X MLLIIT Jr P,E. 4 17-1;7 FIQRIDA I:.d 44167 5 SHEET � E. S7'3iUNAYURE/()ATE 6 14 OF.20 MAXIMUM &S.D. DESIGN PRESS RE RATING (D.S.f.) AN CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEQULE-17011-A MEN MAX, SHt1TTER SPAN NEGATIVE, A. D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). SOUTHERN PINE No. SPRUCE PINE. SPRUCE PINE SOUTHERN PINE No.,2 W/ MIN. G=455, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W MIN.p 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 �,Nu G=O,Sp W/ W/ MIN. 0-0.43 W MIN. G=0.36 UMMUM SPAN 00 WALL MOUNTJ.36 CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M N O& R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS 8.0. vlALL MOUNTINGS B.O. WALL MOUNTINGS W& X W & X W & X P & Q S&V S &V S&v t13G wM FMff83413Eww fFsaw 5678(� 8501lEDRd ff7?AFE PAiG 1}d} CESP NF.RlF RFSF.IE DClr,1pij RNR isft pwa-km fm CERN Nua x PM3x w fps .Mm RTx e:KRG.(p.1 roa#fAvc VL}�!a ams(N!j 1rm+Rons R£WkE Muc ty +sa.D$it lQls€RC3 iut6 G� _.. _...__ _._.._ __. ..._ w _ 30 40 '60 75 0 40 60 7S 90' OS 30 40 60 75 90 05 30 40 6d 75 90 OS 3p 40 60 75 9O OS 30 40 60 75, 90 OS 30 40 60 75 90 OS 30 44 80 75 90 D5 30 40 60 75 90 OS 30.40 60 75 90 OS •-0`OR L 12 10 10 9 6 6 6 fi 6 72 t0 10 9 8 8 6_ 6 6 b 6 5 12 10110 9 8 8 6 6 6 6 6 6 6 5 4 4 a 3 12"12 12 12 12 12 12. 12 12 12 72- 72 12 12 12. 12 12 12 q•_p' 12 i0 10 9 - 6 6 6 6 '6 12 10 10 9 8 B B 6 6 6 6- 6 12 10 10 9 8 B 6 6 6 -6 6 6 6 5 4' 4 4 3 12 12 12 12 12 12 I2' 12 12' 12 72 12 12 12 12 12 12 72 S•_p• 12 10 -10 9 6 IF 6 5 'G 5.5 12 70 ip•9 6 8 5 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 t? 12_12 12 12 12 12 t2 12 12 72 12 12 12 0.5 72 Id 10 9 6 6 6 6 5.5 4-5 12 10 10 9 8 5 6 6 8 .5 5 4.5 12 10 10 9 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12-Ti t4 8.5 T_p" 12 10 10 9 6 6 6 .5 4.5 4 12 10 70 9 5 3 b .b 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 S 4. 3,5 6 5 4 4 - - 12-1 !2"72 72 t2 12 12 12 12 12 12 I.D. 12 12 12 0.58.5 7.5 8'-0" 12 10 10 7.5 6 6 6 5 4 3.5 12 70 10 6 3.5 6 6 5 .5 3.5 3 12 10 10 4 - 6- 6 5 .5 3S 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5.6.5 9'-0' 12 70 70 5 6 6 S.5 .5 35 3 12 10 s4 - 664.5{ 3 3 12 10 a 3 - - 6 6 IDS 4 3 3 6 5 3.5- - - 12 i2 12.12 12 0. 12 t2 t2 t. 9:5.8.5 12 12 i0 8 6.5 5.5 10'-0" 12 1p 7.5 a6 6 :S 4 3 - 12.10 -6 3 - - 6 6. 4 .5 3 - 12 10 3 - - 6 6 4 .S 3 - 6 5 - - 12 12 12,12 1.5 9:5 12 12 12 0. 8.5 7.5 12 12 9 7 6 5 71'-0' t2 id .5.5 - 6 6 4.5- - - 12`10 4.5^ - - 6 5.5 3,5- -� - 12 TO - - - 6 5.5 4 - - - 6 5 - - - - 12 12 T2 t2 t0 8.S 72 12 12 9.5 B. 3 72 12 8 6.5 5.5 4.5 12'=0' 1? 10 4.5 - 6 6 4 - - - 72 10 3.5- - fi 5 3.5-_ _ 12 10 - - K - - 6 5 - - -Ell 12 1.510.5�18112 12 I I 8.5 7 6 12 1.575 6 S 4i3'-d' 12 10 - - - 6 6 - - - }2 10 - - 6 45 - - t2 7.5 - - - - - 6 4.5 - - - i2 0: 8.5. t2 12 10 8 65 5.5 12 0.S 7 5.5 4.5 414'-tl" 12 1b - - 6 5.5 - - - - 12 7 - - - 5.5 4.5 - - - 12 7 - - - 6 3 - - - 12 9.5 B 12 12 9.5 7.S 6 4.5 12 9.5315'-0' 12 - - 6 - - - - - t2 - - - - 5 '- - - - 12 - - - - - - 6 - - - - it 9 7.512 t2 8.5 7 6 4 72 9 s 5 a - 16'-0' 12 - - G - - - - 12 - - - - 5 -• - -' ^ 11,5- - - 10, 8.5 6.5 4 12 12 8 6.5 5 3 1,58.5 5.5 a.5 3.5 HV BLADE OR HV BLADE W/ HV-WINDOW BLADE WORKING IN UNISON* •GEE U Fnfrv5 Cr u"E FOP KAOE(I ON SNEER 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL.FLOOR OR SOLID WOOD SOFFIT SHALL DE AS FOUA'AS: a SUBSTRATE SHALL CONSIST'DF TILE FOLLOWING: -SOUMERN PNE Na.2 W/O-EL55(N.D.S) - 1/4'P TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(NAS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE RR NORTH W/Gi-OA3'(N.D,&) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE RR SOURR W/6.0.36(N.O.S.) -MIN.1/21*.CDX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEILING%ML BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAO SrREVS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS-SW11 8E INSTALLED FOLLOWING A1L'OF THE RECOMMENDATIONS AND SPECffiCAT1ON5 OF THE . ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone III Q� x2017 TLTECO,INC. &92017 EASTERN METAL SUPPLY, INC. 4'' iC /V BERTHA VTM 77MM-67,N7N A■ A Accordion Shutter System ■ ■ ■ H.V. RADE#1 W/OR W/O KV.WID(tN BLADE y r TILLIT TESTING & ENGINEERING COMPANY American Strutter Systems CV.Ift DESCRIPTION DATE DRAV.77 BY: LP ' �• GP ai &155 N.W,36t«s+..sem._'ax'ARCW GARDENS.FLORIDA 331 ASSOCtOttOfl. (l1¢ t OLQ 15-085 If27f1. OAtE 07f27f1.7 Phone:(305)871-1530.ro.:(305)871-1531 4268 Westroods Drive 2 DRAWING Na {Sf' yt4 4s1� < 7:Olecoona.com West Palm Beach, FL 33407 3 17-107 I7-,I07 sraNAl� t�y�j11t4 -I,I TIOLL Ir.P.E. r FLOR@S UC.(44167 5 SHEET P.E. SEdtf3i�fi+A1USZE/DATE 6 15 -0jr 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & (A HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS- INTO WOOD ATH HV BLADE O) 0 SHALL WALL FINISH BE LIMITED TO 105.0 Rsf. A.SD, DESIGN PRESSURE RATING, SEE SHEEI 19 FOR MAX SPAN A _1/01,TAPCON CR A,S.Q. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q) 6A) WORKING IN UN ISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 77 1/4-0 TAPCON OR Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2"ML.,'PEN TION VIR,SWARKRON OF THREtAIDED AREA TO PENETRATION OF THREADED AREA TO EASRNG OR& • WOOD HEADER:(SEE SCHEDULE ON SHEET 15) 1 -@ EXISTING WOOD HEADER. TO CLASS Ism (SEE SCHEDULE ON SHEET 15) 14OAMULEE ON SHEET SCREWS 2OX3/4"S.S.S.S,MACHINE W/ I I FOR RADE 096 1/4'-20 NUTS ON SHEET 19 FOR =6 OR V Min. a 12'D.C. EXISTING WaSs E a GLASS---L I OR i �L t—� FINIS I ! r EXISTING MIN OR 2'.4'WOOD I ---@OR EXISTING MIN. HEADER REOUIRE 2*.4*WOOD 4'0 TAPCON OF?TAPCON WITH ADVANCED HEADER REQUIRED THREADFORM TECHNOLOGY W/1 T/2" EXISTING in.PENETRATION Or THREADED AREA To LM SEPARkTION GLASS-- M GLASS(SEE_ EXISTING WOOD HEADER. SCHEDULE ON 9,LEET ',ES�EFA.RALEE C,NN TOSHEET GtAS 15 1 I 11 FOR BLADE(LAND— EXISTING —(SEE IN (SEE SCHEDULE ON SHEET 15) GLASS--I 7 ON_-W is FOR 2.4-CONT. SILL I RAMS 0& 4 01 RIQ'D. ( HV WALL HEADER INSTALLATION (�)HV WALL SILL INSTALLATION HV WALL HEADER INSTALLATION T -4— MIN.SEPARATION TO GLASS I I I �__ LAIN. SEPARATION TO GLASS EXISk.-SCHEDULE ON SHEET tlT� (SEE SCHEDULE ON SHEET fly— � EXISn MIN.SEPARATION 10 GLASS 2'.4'CONN. (SEE SCHEDULE ON SHEET 11) 1/4-0-2W/4-S.S. WOOD PLATE REO'D, MAC14INE SCREWS --�I/4*0-20.3/4"S.S. USING 1/4--20 NUTS 'MACKNE SCREWS W/ L nnr .11, 0 D.C.- 11/4"-20 NUTS 0 12- I D.C. OR@OR 18 1 oR 18 WOOD Aw Min. PLATE T Min. REVID, /4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W1 1 1/2- 2.4 CONT. It Min. PENETRATION OF THREADED AREA,To /4'0 TAPCON OR TAPCON WITH ADVANCED LATE EXISTING WOOD HEADER. 1/4*0 TAI OR Fb�ii I, IZEWD (SEE SCHEDULE ON SHEET 15) TAPCON -SEE SHEET 4 R MICAL AD THREADFORM TECHNOLOGY W/ Min.PENETRATION OF THREAD WALL FINISH 'CON ED A424'INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING MIN 1/�_MIN.CD THREADF1 SHUTTER ASSELGILY. 2-MOUNTING SECTIONS CAN BE O.C.PAAX-_\ W 11 W-TE MOU E� .." CY PEN STUDS* 16 2*�A* PLYWOOD RF''D' czz- .EIRA ON or BON T.7 2'MIN,COX PLYWOOD'REO'D, FICO'D,PLYWOOD 10 BE FINIS 14"AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATIOIL BY WALL SILL ANSTALLA ATTACHED TO STUDS IN E EXISTING,MIN..2'x4'STUDS 0 IV O-C:MAX-REWD- PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH T. WjT7CTI N LL SILL LOFINSTALLATION THE F.B.C. SECTION 2308 Or E @)14V WALL SILL INSTALLA—TIOR +SEE U AMON )D. HV BLADE IF IL N MA LL ALI 0-0 FB.C. E LA =_vv FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' V k A. t, 02017 TILTECO,INC. C 2017 EASTERN METAL-SUPPLY, INC. i1Mi ........ BERTHA-WT. L44 : I Nsk Accordion.Shutter System A.S.S.A. KV. MADE,#1 W/OR W/9 FLV.WIAM RADE American Shutter Systems ni�R. DESCRIPTION OAIC DOWN By. L.C. RI TICCIT TESTING Association, Inc. OLD 15-085 07/27/17 DAF- 07/27/17 ENGINEERING COMPANY 17A )it IAF4�NIA OWENS,FLORTA 331M 1 e355 SL.S��305. 4268 Westroods Drive 2 ti PM_R (305�871-1530.fa.:(305)671-1531 Vo DRAWING No -m T.Otic.Q..L.Orn West Palm Beach, FL 33407 3 WALTER k'nUffJr.P.E. 17-107 FLORIDA V.�0 J4167E 5 SHEEP ��DATE 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 19 HV* BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAM 1 ONLY WALL FINISH SHALL BE LIMITED TQ 105.0 psf. A.S.D. DESIGN PRESSURE BATINg. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE C1)& 1A) WORKING IN UNISON It TAPCON OR 1 2'MIN. IZIN WITH ADVANCED (W-)EXISTING 1774 Eo--F— T 4'.r 7 R TECHNOLOGY WOOD BEAM REQUIRED. 7 7 EDGE(IF APPLICABLE) t STRUCTURAL ADEQUACY- i V// 1 1/2'Min.PENETRATION 1/4'V-2OX3/4,S.& EXISTING WOOD BEAM 0 THREADED AREA TO I. ___ PHILLIPS TRUSS HEAD TO EE CERTIFIED By LA EXISTING 000 HEADER. MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD SCHEDULE ON SHEET I W/ (SEE SCHW 5) !din1/4*-20 NUTS ARCHITECT PRIOR TO ...... TRUSSES OR a 12,D.C. SHUTTER INSTALLATION. —7 RAFTER 0 24" FED- D.C.REQUIRED I14'P TAPCON EXISTING SOFFIT TAPCON WITH ADVANCED UlD 3 j�-` ., 1, J_3/4'M..THX� .25 THREADFDRM TECHNOLOGY --------------- 7 Max. W/ 1 1/2'Min.PENETRATION 0 Ili #14.3/4, CONT.ALUM.TUat OF THREADED AREA TO Tp E S.M.S./ — 6063-16 ALLOY)W/ ._OPTIONAL + EXISTING WOO HEADER, ws/16 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) 0 V O,C. I Di or 1 3 or @ EACH RAFTER OR TRUSS. Or or @ LOCATE LAG AT MIDWJOTH OF SCREWS EXISTING WOOD MEMBER,(2'Min.NQUIRAL EXISTING M N 2*.4" OPEN HOIF AT EACH EXISTING-1 HEADER RECD 11 11 1 , 1,.-I WIDTH)W/2*Min. GLASS I M11SL SEPARATION TO GLASS I, STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET I I)— EXISTING I GLASS—,' 5/16-0 LAG SCREW AREA.VAUD FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72pf SF �IEZPAIATW • EXISTING W%� �ARQKIN 9'-0"MAX. PAN,THIS MAX.A.S.D.DESIGN LOAD ANC BY WALL HEADER INSTALLATION _j SOEDLLE at SHED CLASS— 1.W.(SM INSTALJITICN IS ONLY YARD I MR wo:0)XD ♦ sawAr ON 9-pr j FOR WOOD W/MIN.SPECIFIC *4 SHOT is -@ OR 11 FOR RAM La AD GRAvITY OF O.$0 As DOUGLAS CH s1w Is FFR iD IAAOES &@) ♦ FIR OR SOUT14ERN PINE No.I I I OT HY CEILING INSTALLATION' ----o OR OR EQUAL- CU)HV CEIUNG INS LLA ON. UK sa"ILVION TO C&AM 0OR MIN.SEPARATION TO G wfmr MET SEPARATION I LASS J 1--(SEE SCHEDULE ON SHEET I I EXISTING'<I� TO GLASS GLAS 014 SHEET 19 FOR SEE SCHEDULE EXISTING I ON SHEET I CLASS-_ I ALTER woci C,&(2, ANCHOR EXISTING LOCATION W /4' 3/8 MN' #1 HEX 2-.6-MIN.w= w000 0 12'0,C (NO FINISH Max. 7 WAOSXHV�NEAO TeK DECK REQUIRED OLAS�l OR 2.6'MIN.WOOD SCREWS DECK REQUIRED(NO FINISH LOWED) L EDGE DECK DOF ECK IF EDGE OF DECK 7*:� APPLICABLEIF APPLICABLE g IF APPLICABLE \�14 S.S. OR I HEAD Z7 t, lc�; COTAP 0 1/4 0 TAPCON OR 1/4-0 IAPCON CON WTH ZVANCE6 COIFL TAP IN WITH ADVANCED Mi FACJ41NF SCREWS OR SILL PLATE THIRFADFORM TECHNOLOGY vi l 1/4-20 NUTS R TAPCON WITH ADVANCED THREADFORM-J MIN— THREADFORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN­J 1 11 tt�RE 4-0 TAPCON 0 PENETRATION OF THREA)ED W1 TIN81Q;F.Min. PENETRATION 0 12"OC, TECHNOLOGY W1 1 1/2*Mi..PENETRATION OF THREADED OF 0 AREA TO AREA TO EXISTING WOOD HEADER.(SEE EXT AREA TO EXIMG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) STING MOD HEADER. SCHEDULE ON-SHEET 15) (SEE SCHEDULE ON SHEET 15) OX HV WALK—OVER INSTALLATION WALL_SILL INSTALLATION FOR HV FLOOR ]NST ALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone' lie 1141t, /.. ..4� - .... +% P2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System A-S-SAIIIIII KV. MADE#1 W/101?W/O H.V.WINDOW kADE IILIECOIIJfic� American Shutter Systems- Rrv.No DESCRIPTION DATE --E, TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/17 DATE- MS N.W.3d1h,St.SW 305,NRQ�CARMEMr,rLW-PA 3310( 0-k Ph... (305)871-IS30 F..:(30$)871-1531 4268 Westroods Drive 2 DRAWING No -0:tilt..O.W.— West Palm Beach, FL 33407 3 . E6-COO67 9 17-107 WALTER A TILUT Jr.PS. I P E. Si­ �It. i� .....RE/DATE FLORIDA LI..j 44167 -1SHEET' 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2*.4'U19.WOOD STUDS REVD_ :7.1 ux WOOD saum pwD. WOOD STUDS..... (AS u Clal) O.C. xx I PEN iNR1 afl0 I STUDS on W/wn EXTYING QASS i PLT�,"0 EXIST. —ExallUo 0�' lUD' _XA 6ft SRYUTNIi WK cox Q'Z; M�m U29DILE-Slw 1/2'.11 0=L PLY-= RR ON SIM COx SN Uw, 11 TUFT • IT RR aADE(I)AND If_GUtESMD It. U. 'i/:l_F0)6 URL RADEs0&(rq Mg. PLI.= L T_ w 19 FOR -L FNISH j STUDS Appuw_�fto L 2' ..7�lr U SM. a',D.C. C4 I OR Sam Dmu�x r S=M ON SM DITNL X i OR To SEE OMNI X FOR TR.CKS To TRMXS0­63-0- 70 -0- .�D 0:0: @ @•0 @2-0.6 END -CONNECTION DETAIL(A) END CONNEMN DETAIL END CONNECTION DETAI QV END CONNECTION DETAI (#) I —MASS 2W 1/4 LITT STUDS / 'r "a'Sul ZZ ,17.F \ TO 0.s Im 4 'USE:FOR -71 A* ernes Old 1-"� 4wK=_­II Tai WADE lDN4 Z:: -Z (DOR wJ 4 4 -0-OD-04>4 @oR@oR&Q(9 VIEW 'Mw Q4 LAN (D-0.0461:0(r': 07-8: DETAIL ENO CONNECTION DETAIL (j) SND CONNECTION DETAIL FLORIDA BUILDING.CODE'Nan High Velocity Hurricane ZoneSx1E � I& P2017 TILTECO.INC. -02017 EASTERN METAL SUPPLY, INC. -o BERTHA N m , HVTM Accordion Shutter System f7iL AmSw"SwAol Kv. IXADE#1 W/OR W/O KV. WkDON KADE r m TIUJT TESTING & ENGINEERING COMPANY American Shutter SysteEls irv&Nc - DESCR"ON DATE DRAWN BY. LC. Association, Inc. I OLD 15-085 HLn DATE.- 07/27/17 ph.":(305)671-1530.Aix 4268 Westroods etive (305)671-1531 2, —DRAWING No ­mcl Wtecaftcd­ West Polm Beach. FL 33407 —a 7. ES-OWF719 17-107 WALTER A,7"-W Jr,P.E. FLORIDA Me. 44107 SHEET SE.ALI '�E DATE I 1 0 P.E. SJGN F 20 1 � �«�: • GEN MAL LIMITA31ONS AND Cx7N0ip,QdS OF. IS FOR BERI'I{A J Hy at ADF, UM WORKING IN T UNISON )m ffluk=6 A G S I.M.X.A.S.D.DESIGN PRESSURE RATWG:+170,- 110 p.r.t. 2.MAX-SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G&.H ON SHEETS S.71 AS WELL AS MOUNTINGS M.0.T,U&W ON SHEETS 16&17. ONLY CES NATE (AOR OP§NGRLA AAR NUCASE OF TfH 1:J `•.:J OUT,07* RUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16.4 _ CENTERNA E. END r r r A I s 5.(A)HY WINDOW BIADE 1 StULLL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP. EkI ',� i (3.0 HOLES)FOR PER AT SPACINGS SHOWN ON SHEET 4, MAX.5. OtVS ,r A A (B)MIN.CLEARANCE FRfiM TOP OR BOTTOM EDGE OF HV WINDOW BLADE t&A, A110WED AT HV /r{ OF ANY 3`0 MODE FOR SHALL BE 12'. WINDOW BLADE Q r (C)FIRST OR L&V BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 10 a s A A T s sj es (D)ITV WINDOW BLADE.i®MUST BE USED ALTERNATE 70 A SOUR 77V BIADE©1 THROUGHOUT SHUTTER'S WIDTH. �• o (E)CEMATES SHALL ALWAYS BE INSTALLED ADJACENT TOA SOLID HV o A • • A �s gygygy ¢. s°. s` BLADE 1 AT EITHER SIDE-OF THEM, (F)POLYCARBONATE HV WINDOW ry SHN.L BE INSTALLED 50 T TABS FACE SEE END ? THE INTERIOR OF THE OPENING NG PROTECTED.}tV WINDQW RUST eE CONNECTION ••r e .t s � � (.`1 �' ONLY INSTALLEp AND LOCKED LASING A HJ SETTING TOOL PROVIDED BY A55A pETAILS ON SHEETS r rr m 3 L( 111JJJ INC. t0& IB TYP- 6- FULL HEIGHT.—" $3w 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME PIP, j BUILOIIGS ON SHEEP 75.AS LIMITED BY SPM!AND DESIGN LOAD(SEE NOTES P IPm t &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR WSTALLAMONS INTO POURED CONCRETE OR.CONCRETE BLOCK WALL ON SHEETS 12&13 AS UkHED BY SPAN.AND DESIGN LOAD(SEE NOTES I&2 ABOVE). 8. MINIMUM SEPARATION 70 GLASS SCHEDULE.PER ASTM E-1998: ,,�j SF.E PLAN FOR REQUIREMENTS) - p H CJ TOP&BOTTOM iy �aR eR s -07)1 WIND ZONE MINIMUM SEPARATION TO CLASS .. --UNUNREO WIDT1 MN SEPARATION TO GLASS EXISTINGE GLAs6 ELEVATION 5E> ON SHEET 11 FOR mA4E(D a 6.x5 _ _t` AD ON THIS SHEET ER— o&t�if ----_-----------___1____________��.._____;___--____-- ------- ______.__ 4 EE NOTE 4 ABOVVSWiYjO¢V4�3S MATES j, IR iNAO0 4 ABOVE) —, •;'— APICAL I HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* FLORIDA BUILDINCI CODE{Non High Velocity Hurricane Zone ..- .......... "'q -,,. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. : Us, � A BERTHA HVTM F7=76:, A;■ ■ ■Irt■ Accordion Shutter SystemKv. MAX 1 W/DR w/o rlv wlNogyv BuoE. TILUT TESTING & ENGINEERING.COMPANY American- Shutter Systems EA'.N DESCR'M1ON DATE DRAWN BY: LC._ • tt ;1 Anoclation, Inc, f' OLD 15-085 7/2711 DATE. 07/27/17 +�'•, ,c 4ass Hw.asp,,ss..SL tS3 Fox ;(305)871-1531 305 1-153 ane 4268 Westroods Drive' 2 ,1. Pham:(305)871-1530.FaK:(3a5)B7t-7531 DRAWING No •••....••' ,I c muT:bT•cooenL<om West Polm Beach, FL 33407 s S 7 /�-f S�QGiAt �ti EB-0008719 4 i t-10 �Y t14 r WALTER A TILUT Jr.P,E: f`• FLORIDA Uc.#44167 5 SHE P.E. SEAL/SIGNATURE/DATE 6 19 OF 20