Loading...
HomeMy WebLinkAboutProduct Approval <; b� �� t � apg Horryo .tog tn µ� userRc 7stratroo ur Nor7npirs t7� { fid g � t Submit 5r hargr Stats&facts publications ;uCanra ProductApprQVal EC735ho MP a Ltntom.. i - ka USES Ayp/Ir User { a (, /llr9ddCpR7/7/MegU.i P/dtlttc7 L7rAP0/rcallori SeSlrb i Anntratinrr!!si>App/(cation Detail; = FL if ; F1389•119 RECEIVED 3 Application Type RevisloW Code Version i 2017 Application Status Approved JUN 2 6 2019 Comments Ij ST. Lucie County, Permitting Archived Product Manufacturer' #6 American Shutter Systems Association,Inc. Address/Phone/Email' 4268 Westroads Drive i West Palm Beach,FL 33407 { (561)209.8263 bfeeley@easternmetai,com Authorized Signature ] Bill Feeley li irgdriguez@easternmetal,com Technical Representative' ( Address/Phone/Email Quality Assurance Representative; j Address/Phone/Email, Category + Shutters Subcategory !r Accordion I Compliance Method Evaluation Report from,a Florida Registered:Architect or a Licensed Florida is Professional Engineer (J Evaluation.Report-_Hardcopy Received Florida Englneer;or Architect{dame W�o developed Waiter X.Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality As-surance-Entity National Accreditation and Management Institute Quality Assurance Contract Expiratloo Date 12/31/2019 Validated By )ohn Henry Kampmann Jr. {! VAlidation Checklist-Hardcopy Received if �i Certificate of Indep@ndence FtF89 R�COi AMEl2ICAN�ySy�TEM ASSOC iNC. DRAWING 17-107 CERTIFICATI;OF EXUDE t; Ft389 R9 COI AMERIC1�itLSHt3T fER SYSTEMS A550C INC DRAWING K 17-106 CERTIFICATION OF INDEPENDENCE(1)QDF i _ DRARIAN SHUT-TER VJING 17-10S WAR We OMES F 1NOEPENDENCE,PD , f i Referenced,Standardd and year(of i tandard) �t�ndardyear- Referenced, i ASTM E-1886 2005 t ASTM E-1996 2005= 3 2002: - 1994- 11; TAS-201;2D2,203 i � s Equivalence of Product Standar M l Certified,By %the Code. Sections from ProductpPrPval Method Method 1 op tion qiltei-Submltte4� Date Valld,7teol 0911812017. Date*ding�BC 1011812017 _ Appro�al 1i AMeApproved1011912017 J211212017 Summary of Products ji Model,Nuri?beror Name. Description 389.1 Bertha HV A 'ccordlon Shutter-Blade Extruded aluminum Interlocking blades retained by,tracks,(top 3-(N ri-HVHZ)-Drwg 17.108 and bottom)for storm protection Limits of Use. 11 — Installation instructions Approved for use In HVHZ;No EU89 R9 H AMERICAN SHUTTER SYSTEMS Approved for use outside DRAWING 17 HVHZ:-YeS 10a BERTHA HV ACCORDION SHUTTER SYSTEM Impact Resistant:Yes VerifleG By:American Test Lab of South Florida Inc. Design Presture:'N/A ,'! Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span aniS12'-3"for40psf .Evaluation Reports 011 for-35 Off negative ASD load the .fL289 R9 Ae AMERJ(;6N SHUMg 5ySTEMS Positive ASD load and 13'0" window blacl.,91-2"f6r1110 psf ASD I 1�11AWJN(;17. load for I . 4'j - I I N REPORT,PQ HV3 blade w10 w(ndow blade and 6'411"f6r 62 pd,OLI il)f6r CNAW W 111660611011t ThIrd My!YeS 55 psf HV3 blade w/wIndow blade working In unlson.Max.span for HV3 blade-w/o window blade for installations Into Metal Stud walls Is 79"for max.ASD pressdie rating.6f+72,-72 and 84"for+64,-64 psf.See sheet 5 for°otherspansandASO pressures. 389.2 r8ertha�HV:A�,,ccor_dlon Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top Bertha cr f Only-(Nott-HVtHZ)-Drwg 17-107 and bottom)for storm protection Urimits.of use Installation instructions Approved for use'In HVHZ:No 1. EL382 R9 11 AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ, es- INC, ORAWING 17-107 BERTHA HV ACCORDION SH _UT-rE ImpactYe Resistant: SYSTEM.PDF Yes Design Pressure.,I Verified By:American Test Lab of South Florlda.Inc. ti 4 Other*Large missile le/A vel"D".Max. Is 16'-0"for 30 Created by,lndependent Third Party:Yes p.s.f negative ASD load depending on centermates and locking (Evaluation Reports rad configuration for the HVI bla&,-*8'-01'for+64,-72 p,s.f. 11.2891 R9 AE AMEPIcAN SHUTTER SYSTEM ASSOC.. A.S.D.load for HV blade for Keyst:o;4 mountings 7'-01'p,s,f. INC DRAWING 17-107, PRODUCT OF EVALUATION for metals'stud mountings and 8`-0."-far 110 p.s.f.for HV1A REPORT.P-Q In working unison.See sheets 7,li-, nd 20 respectively of Created by independent Third Party:Yes Installation drawings for-other spansland pressures, 389.3 Bertha kV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In 14VH2!:NoLLIju _38� RO 11 AMERICAN sTTER SYSTEMS ASSoC_INC, ji Approved for use outside HVH' as DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant,Yes SYST.PD Design Pressure,N/A 'Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.16'-0", pan at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 181-0"for Blade 2.See schedules on sheet 12, Evaluation'Reports 25 and 28 respectively i FL-389 R9 AF AMFRI�;6N SHUT—TER SYSTEMS ASSOC_INC. DRAWING 17-106 PRODUCT EVALUATION REp RT PDF Created by Independent Third Party:Yes fj Fa_ L 2601'Blair%ne.lkmd,Tallahassee ft 32399 phone:BSO-487-182-4, The State of Florida(San A4,EWeiiijilover.ropuriphs 2007-Zo13"slaie ci(Floddo. Pr:vacvStatement::0.ccesst�utiv Statement::Refund Statement p Milder flotilla law,arnall addresses are pups�,;'=s..If you do not want your e-mall address released in response,to a public-records request,do not send electran(cpsaii . Instead,contact the offici a o"radlIlmat mail,it you ha%(e any questions,please contact,850A87,1395.-Pursuant to section 455.275(1), ifeCt1VE Od06er 1,2412(;1 21151 eS,�icensed under Chapter 455;.F,S.must prov'uie the Department with an email address if they have one.The emalls, Itt re�4rd,If.you do rtot,�ish to supply a personal address,please "D under chbirtet 45S,f-S..Pleasi dIck Lem—, i�ce see,u, 'o"is�nt4" ""M"T"' ,,o,ll,d may W "o,"',tila )�On GENERAL NOTES- 1.BERTHA M.V.ACCORMON SHUTTER S/STEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(OtN EDIRON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HVRRICANE ZONES. DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC MMD SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALI Y FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS.11 THRU 15, t9&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: W BLADES(1 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAIL(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1t THRU t5, 79&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN W000. SYSTEM COMPONENTS 21-37 SHEET 3 DERMA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE NTH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAT.WINDOW fiIADE&WINDOYf DETAIL -1N B1AOE a 50214.01-03,80715.01-03,Bt004,01-05. 81214,01-05.80317.02-06.80609.01-10 AND®0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA T HV BLADE n AND HV WINDOW BLADE.CTAT AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1..2&3)&81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 0 80505.07-08 AS PER ASTM E-7886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 8 0725.01-86 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV SLADEp AND HV VIINDOW BLADE © ARE ENGWEERED 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 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED,AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 81412.75'AND 814x1.75'RESPECTIVELY,410-HT WIIMUM SERIES CENTERUATE DETALS HV .SHEET e. STAINLESS STEEL SCREWS.WITH 135,0 ksi YIELD STRENGTH AND 180 kat TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HY DACROSMIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS NV SHEET 9 COATING APPLICRORS.REGISTERED WITH AMERMIW SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL.ALUMIHUM EXTRUStQ[IS SkIALL BE ALUMINUM ASSOCIATION_ALLOY AND iE1JPER AS INDICATED ON SHEETS 2 AND 3.64'NI61U5M YIELD SIREtiCTH FOR 606]-TB_!LLLOY IS 30.0 ksi AND 35.7 Wi FOR - H 10 END CONNECTION ARS 1 6 CONCREM/BLOCK SHEET .. .:� MN(IMUWISPAN_TABLES. mow. SHEET,t13 .... .,.--...-<_,_,.............-.. ,-..-..------...,„_..._.. .,.. . � ....�.___-:: .... .... ......_:.,._.... .:.-... . .-_:_. ,......_.:._..ANCHOR SONEDUI£--COflCFiETE-k'BCOCK_... _-__"SHEET"t2 �.._..-- 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CCRRW*M RESISTANT COATED CARBON SFEII.AS PER DIN 50018 VAIN 50 ksi MIN.YIELD STRENGTH AND 90 Leri MOI-TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.314. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 &BOLTS TO BE ASTM.A-307 GALVANIZED STEEL OR AISI 302 OR 316 SERIES STAINLESS STEEL.WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE CPU:12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 S.THIS BERTHA KV.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN VA40LE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9.R SHALL BE THE RESPONSISHM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO_EAL/CALtLK AREA 3: HV WINDOW BLADE ONLY ALL SHUT ER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIN0{RA1N INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WAPNT S HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL KV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: W WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY M518LE LOCATION AT ACCORDION SHUTTER IM ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.014E LABEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20. PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS AM BUILDING AMM ZONING REGULATIONS PROVIDED BY THE JVRLSUICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHEM 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.O..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 RESPONS181UTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WELL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(E-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PLED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAYANGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE ANDORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY.INC. co 7 DLTECO,INC. BERTHA HVTM A S S A Accordion Shutter System 1L t L E COI N c. . . . . KV.HARE&1 W/OR WHO IAV.VAPDON 9 % • a` y`sy L TILER TESTING& ENGINEERING COMPANY American Shutt®r Systems tAJ"LLLLL CCC .ti UESCRUM011 DATE DRAM BY: LC. .A"Y' r Assoclatlon, Inc.. I OLD 15-M 7/27/1 UM' 07/27/17 4t!,'A 0355 a]Y.s6N.54 Sb.MS.YIRGDM GYN]IS.FlARC�3316 % ti-r-4�-LV Paw:(305)871-1dj.530.F-.(335)871-1531 4268 Westroads Drive z DRAWING No pp[9 A r +'� e m EB I-00087 9�m West Palm Beach, FL 33407 3 17-107 7_ 07 WALTER.A FLIT Jr.P.E. 4 Yi F11TH FLORIDA LK.1 44167 5 SHEET P.E.bFRtAft f AYURE/DATE e 1 OF 0 •p ,!7 PTR t1A9011 WDE - os • Y �� , - 1.497• c a o r" (L 4.371- ` ,.657t ?•529`_ • -ti n .3757 ,5'v ;^• (1)HV SOLID BLADE99 n �HV 90'1180' STARTER OUAUFIEDOUAUFIEDHV UNIVERSAL FLOATER - �' COVERED UNDER US PATENT � 5458774 .1 � OUAUFIED FOR USE W/ QUALIFIED FOR USE Wf HV BLADEQ \J HV-DIRECT MOUNT HV BLADE1Q 1A HV WINDOW BLADE '6005-TS ALLOY AND TEMPER OUAUFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19BLADE P _ 6053-T6 ALLOY AND TEMPER .1Y4• � 6063-T6 ALLOY AND TEMPER 3.226' 7:500' ^_c� j i .065' l K 670' 2.670' I- 556' ni (1YP.) t -.-. .994'- 67 670• 61 70 2226- r n o, 072 4-69-r } n i � .676• .092• + , 0.072• o.m- 07 HV ADJ. ADAPTER W./UP � " 2 ' v a7s- 225 QUALIFIED FOR USE W/ HV C8 i HV WALK-OVER TRACK 60EK AP J FLOOR TRACK BADE T OUAUFIED FOR USE W/ HV Ct HV TRENCH TRACK 25s• 3.756- 6063 T6 ALLOY AND TEMPER BLADE 61; QUALIFIED FOR USE W/ HV ....., .:MUALtFIED_FOR:,USE...fYI_-HV_,�. .::.._ - .::.^_ .._..:: 6D63 T6 ALLOY ATip TENEERBLHDE T O;fY .v..;._.._-.--�� HV`-:RAINGUARD�. .. GLAD "7"""""""-""'"`"."�"'""""`�""""".",.,"• i -- .• ,.,.' 6063-T6 ALLOY AND TEMPER 'CUAUFIED 11 FOR F W/ ....._.__..... ...- 6063-T6 ALLOY A D TEMP ' VARIES "� (-7 g36 BLACE � ox j I VARIES 1536' 6063-76 ALLOY.AAO TEMPER • 1.917" t--7-- 0 0 7 m X083' .c063' o�aby o. ..093 m; M - .100 "M `; I .125• I .060" M.' .06' i !670 to .! xl .093• .93'!.t `+ .060• .060. i 3 14 i n� tco1 !p' 670 1 1. G' ,$' 'o.,4 670 1 3520'-68 •11 HV CEILING HEADER 1�7 HV HEADER4SILL 3. HD CEILING HEADERISILI OUALIFIED FOR USE W HV BLADE I(ONLY, QUALIFIED FOR USE W/HV BLADE'�ONLY QUALIFIED FOR USE Lv HV 6CADE�) HD WALL HEADER/SILL f (' 6063-T6 ALLAY AND TEMPER / SEE SECTIONS FOR VAffZ SEE SECTIONS FOR VAIJORY. QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEQ ONLY. 6063-T6 ALLOY AND TEMPER X_.y t t-� CQMPOttENT A B T1 T2 M X Y i LI`L X MR Y ACL t I' t' 7• .062" ! 77 t 2• 5'KN(.! 1/8' ( 1/9• 3" '� 3- j0.G90" -�--5 ',18) k 2' 5•MAA 0.182' 0.192' L X _I 1�6 SIDE ANGLES i- i f rn0 CORNER POSTS QUALIFIED FOP. USE W/ HV ALUMINUM ANGLES us 2.5• T 7utt.to.,9o•16.790• A[IFlED FOR USE W/ HV BLADE tJ7 QUALIFIED FOR,USE W/ HV BLADE(1) 6063-T6 ALLOY AND TEMPER BLADED ONLY. 6063-T6 ALLOY AND TEMPER _- 2• 5•M/J(.r 0:739'1.0.731• 6063-T6 ALLOY AND TEMPER DUlfb FLORIDA BUILDING CODs(Non High Velocity Hurricane Zone (If 4f 02017 mTECQ INC. 02017 EAS-,ERN METAL SUPPLY,INC. (5 ~ _ BERTHA HVn, s I L E C C,... A.S.S.A■ Accordion Shutter System. N.v RAk#1 w/OR w/o KV.tMraaw BLADE = American Shutter Systems MV.ru DESM"OH OATS M W77 BY: L.C. TILUIT TESTING& ENGINEERING COMPANY • � .' 6M5 -,3671.rt,V.-3U6 NCGrA GAODMS.FL0110A SStO A930C1at10n, Inc: 1 OLD 15-085 7/27/7 871E 07/27/17 Q t f7ane:(:05)671-1530.Fox:(395)871-1531 4268 Westroods Drive 2 DRAWING No .L�» �� �•;r Ste'(��` °- t�ocv. n West Palm Beach, FL 33407 3EB- :•�il I 1 +Aty 719 WALTER A.TUU 4r.P.E. P.E�' GJZ1 E'/DATtt- rLORM Mc.0 44167 5 SH 2�OF 20 0.660' y$y {( 4.576' (—t t/4=20x1 f/a•-2a -0£CA4 i d 2.295 1 1 nAF llh; iMVEA'7ED NOUShG WM�,,�e..gs• 755• • , r T- o.33c' t/a•-20- t PZMID TMflFPLfii• f-'hEwn c`[FSI0 EF41fE.L 0 } � I• -�6 � 0-'�t j '� rt '��. •i I .092' � m � -� _p 0. €;. n�n •oo � .. i� t xnCs. 1.325• ^ ,j, {{ W I _'_'� -.875:1 ` .3t6' �2t�- '��{1 ,..e+As:nom teuss cYtnmo: °i� PLATS))(tr�UE (CK40vE PUTED) 21; HV CENTERMATE_ u, ' OUAUflED FOR USE Vl/ HV BLAOE(1 & ,A ONLY 22 HV FLOATING C T >po. < +s�5'_ _ �� HV LOCK HV EGRESS LOCK 6063-T6 ALLOY AND TEMPEp OU ED FOR USE W/ HV BLADE& 1 ONLY °Q,. 3.02s' .675:6 OLIAUFIED FOR 1f15E W/Hv QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 2�3 HV.CORNER CENTERMATE .Bu+DE�& AA ONLY. BLADE 01 & ONLY. QGjLIFIED FOR,USE W/ HV 6LADE(I ONLY - -250'0:0. i 2674' 6063-TB ALLOY AND TEMPER -516- .5 6•_ f PLASTIC HEAD 7.7§• 922'( ti32 DOIDED i0- N ' 4JJ45' � SCREW j I 9„_ L753' v ti t m i 2 07 t I A26'r� .360'AFTER R6'TNG uDoo•0-r ! 611 I p ({ 06j �' i ��4"f0-20 X 2.34" BEFORE R+v��ING h VI, i S.S. THUMBSCREW , 4"� T• br l 6 # RIVNU IzD2+=ra-!�or),2uR�E4aiwE_, — 2"'750' i82z-, -MEET TE-)(TRr,ewer�0ffiD.As wVRr=VTUREDOM5 er Aw0_ r. • -- :1'IFhe!la0'OFN.FAe9ePllfr,t2W J�.EY 0]051 OR E6Y'1. PLN: n FRONT nVAIM. ';28 HV MALE "T" LOCK CENTERMATE LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ HV BLADE 1�ONLY 1�9' HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE CK 6063-T6 ALLOY AND TEMPER'J QUALIFIED FOR USE GUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADE 01 Q F�DFOR 6063-i6SALL0Y HV AND BLADE ONLY W/MV BLADE,_ONLY. BLADE!1�ONLY. 6063-TG ALLOY AND TEMPER - 1.917 7.91 T� -�- �"` [L • 1-- D TFWMBIURN X053' .Zts t mi .O6S .C62'•1 •_ ¢ „4,} 0`�-:G62' I {/\��tQy�� CYLEY INDER OR OER- N P n _ry .214 t I t 345 c • �n apq �.� n. i 0.675'Fin. t .125'Max. !'•? C W N .s o.r. �I o n 3TI G 0 r3?:. C N W1 ROD QUALIFIED FOR USE W/ HV BLADE(1)&-tP QUAUFIED FOR USE W/ HVBLADEQ & F I 6063-T6 ALLOY AND TEMPER #33 HD CENTERMATE S INSERT 6065-TS ALLOY AND TEM$EP. r• VARIES. +2'LUN. - QIIAUFIED FOR USE WI M' BIADE�.&(I ! t/1'0-20 55.OR 3/6'o-ID t+3' 6063-T6 ALLOY ND TEMPER ; tl TURM ACETA TNUMISCPLNS. L t//2' 'i I JTt L r (SEE OETAAS) ; 1 CYLINDER 'I BO - OR KEY .,::.....a- .. -.,, ..._•. _:_ ... 1315' i-i T(— t 757 +6n. CYLC:3ER ..� 7.76'Max. 81. LOCKING RODS �3 QUALIFIED FOR USE W/ HV BLADECI, -•t L-.37S'P _ �t/4b (•I LOCK 6063-T6 ALLOY AND TEMPER C6' HV 3,/8"0-16 ACETAL (,St, HV 164" 4-20 AISI 304 BY REGENT HARDWARE MORTM LOCKS SERIES.2333 NOOK BOLT LOCK. D��5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADED& DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV SLADEQ) OUAUFIED FOR USE V.'/ H/ BLADE J FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane SIFY� 61017 TILIFCO, ®2017 EASTERN METAL SUPPLY.INC. INC. Accordion ShKttersm!LEC CNASS A lz HvtiEW/O KV RAM American Shutter Systems 1EV.R, DESCRIPn311 LUTE DRAWN BY. LC. TILUT TESTING& ENGINEERING COMPANY ASSocTatlOh, IhC. T OLD t5-085 /27/11 DATE: 07/27/:7 'O•• STAB 6355 a.a.snv.St.SW 3os w x 4A wron s FLOFDA aT1 �•• (!05) 93 671-10.fa:(305)67+-1537 4268 Westroods Drive 2 DRAWING No •fi(O�14Q,:'��t`t�� .daa:Lae,..aWest Palm Beach, FL 33407 s 17-107 7_,�Q7 ®076719 -•,Sts•r•••••••••• 1 141 Tl4LtERA Tllill:c P.C. 4 P.E. SF ��dA ARE'%DATE TLOROA Lx.0 44167 5 SHEET i 3 OF 20 V I— 54Y'° •NOTES ON HV LOCKS AND CENTERMATES: n tc '!9'' J J I .F4 m.�, m� 1.MANDATORY CONDITION/T:ONE HV LOCK 6j or�i SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN "�' OR 12'ABt VE OR B %7 2 OF SHUTTER SPAY FOR SPANS UP TO 105'.AND FOR WSTA TIONS AT ANY •,� •S ( ELEVATION.HY LOCK,f,or s MAY BE USED AS AN INSKIE OR OUTSIDE LOCK,ATTACHED TO q- OR 1 f CENTERMATES W/(2) 1/4'4-20 x 1/2'LONG FLAT HEAD S.S_M.S.LOCATION OF LOCK SHALL BE AS WOtCAIFD ON 1— - TYPICAL SHUTTER ELEVATION. I m2 I ) 2OMNAI Nil: IF OESIRFD,.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 70 TWO NIV (I 1LOCKS 2 .q_5 Oft -§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LACKS TO CENTERMATES ' A3 0-1 OR 0 SHALL BE AS INDICATED ON NOTE (1)ABOVE LOG ON OF LOCKS SHALL BE AS INDICATED ON TYFTCAL SHUTTER ELEVARON. a-VA 3. OPTIONAL COMMON 4 . CONDMaJ1 OR LIMITED MANDATORY CONDMON H �r _ F ' ,y �Ic UScD yT/TWQ H.V. LO(3CS1; LOCKING RODS 5 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY orzr�SSae Olrn(S4� 41.W 5' B£USED IF DESIRED TO ENHANCE SHUTTER PERFOr? 'CE LOCKING RODS 0 OR.AN ALTERNATIVE DEVICE I } MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION)_ 3D _ y ` I 4, MANDATORY CONDITION,i2 ONE MJ LOCK 2 �01 6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND MSTA LAT19 AT ANY ELEVATION.HV LOCK 124 or-@ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. Su. � ; ATTACHED TO(2 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG RAT HEAD S.S.M.S.TWO LOCKING RODS•35 �w 111 AT TOP&BOTrOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELLVAAON. a € NDc-1^c I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHW(N ON SHEET 12. Effnew. o•. 41 •ONE ALTERNATE HV LOCK MAY BE U IN LIEU OF HY LOCK or�5"FOR-ATK'SPAM`AND S g= � t_ �7� INSi IDNS AT ANY ELEVATION.AL TE LOCK R�MAY 6E USED AS A+l INSIDE OR OUTSIDE LOCK.ATTACHMENT- U ItF t t ' Opp-10f>L "0` H$>2 rm0-Kv0 klN I A c OF t/4'0-20x3/4'S.S.THUMBSCREW TO @,OR Q CENIDWTES SHALL BE MADE Y!/ 1/4'0-20x3/4:'ALUM. RNNUT AS$NO:YN ON SECTION HVE,SHEET 8. ONE LOCK SHALL 6E U58)AT 1/2 OF SHUTTER SPAN OR TV70 LOCKS AT 1/3 OF SHUTTER SPAN. 8.MANDATORY CONDITION/'s FOR KE�fSTONE MOLINDNG INSTALLATIONS; ONE HV LOCK IS or @ or j SHALL.BE (( pt ! USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOY 1/2 OF SHUTTER SPAN FOR SPANS UP { I I 1 F To 98'.AND FOR INSTALATIONS AT ANY ELEVATION.HV TACK or g ar MAY 6E USED AS AN INSIDE OR L OUTSIDE LOCK.ATTACHED TO Cl.or @ SYMMETRICAL.CENTERMATES W/(2) 1/4'-20 x 1/2-LONG FLAT HEAD SS. SEE END� M.S. LDCATICN OF LOCK SHALL BE AS INDICATED ONTYPICALSHUTTER ELEVATION.USE OF LOCNG RODS'S W/ CONNECTION ! R 4 I OR TOP AKI ND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 F C N I J K L Y 1 1 P 0 x Y W X 10& isTP.FULL " ' *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 S£COND AL1TAfhgE TO MANDATORY C.^NOTDON #I VALID ONLY FOR FEV'I'LOCK AND AIES Q�AND CENTERMATE (d -� (G, n L ' ONE ALTERNATE Hv "T'LOCK BE INSTALLED IN LIEU OF HY LOCKSBE USED As AN , OR FOR ANY SPAN AND ON,AT ANY ELEVATION.ALTEar Q@Oo@�-@-(7;,-08 -( � - t OF 4�C INCLUDES USING REINFORCING LOCKER AS j WAY AS SNOWN ON SECTION HVG.E OR OSHEET 9,YMICHDE LOCK. ttMIlSTt2 BE @.c�3�,.oR 1• .a t CONNECTED TO CENTERMATES 1 AND E W/ 1/4'0-20 x 1 1/2'LONG SS THREADED BOLT W/7/870 x 3/32•_ v WINGNUT OR 1Y/1/4"0-20x7'-S.S.MS.INTO.A 1/4-Ox 5/8'9NNUC.EOL'K MAY BE INSTALLED AT MIDSPAN OR 12` C7:'•�1@v�Ht® MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(S3 1OP AND BOTOM IS MANDATORY. (8)•��� 9• t9•C5-(g3 @ * 0 L CK C M ES: !� 1 ,x W/HD L'�TTERYAT ,aR 3Z W/�:ONE ALTERNATE HD LOCK(D MAYBE USED IN LEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS C4 OH�S FOR ANY SPAN AND INSTALLAMONS AT ALK ELEVATION.ALTERNATE HD LOCK�'MAY BE USED NLT:S. AS AN INSIDE OR OUTSIRk LOCK.ATTACHMENT OF HD LOCK(3S,'TO S@ IS W/3 08 x 3/8•F.H.SSM.S.,AND INCLUDES RE1NFaRCEMENC INSERTc�.J'AS SHOWN ON SEcnoN5 HOB-HvB AND HOC-HVC,SHEET 10.LOCK MAY BE INSTILLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS CS IS COMPLETELY OPTIONAL FLORIDA BUILDIN 0 ( on High VeloCity HurficOne one 02017 TILT.-CO.INC. 672017 EASTERN NEVI.SUPPLY,INC. BERTHA HVTM ' CC A S S A Accordion Shutter System L G C O ENC_ ■ ■. ■ ■ Hy,ggpE HT1 W/OR W/0 HV.Wft�OW RADE AF American Shutter Systems rm No 11ESoRIP110N DAIC DRAM V. LG TILLIT TESTING ENGINEERING COMPANY& i�i e• s�� Association, Inc. , oLD 1s-Dss /27/I aA1E o7/z7/n O F k° sass D o-36th St..sc.309.N0.WNA oumuLs.FLWW 33W 4268 Westrocds Drive 2 Ptah:(305)671-1830.Fox:(305)871-1931 DRAWING No ,' ..A,��• Es y,,C I,,� �, o .]:LTLa..Ooe.— West Polm Beach. FL 33407 3 1 7 • /QsY L L�L,tl� WALLS ACnnturl.P.E. a 1 7-1 0/ �� FLORIDA Uc.1 44t67 5 SHEET P.E. SEA-J5i;IRf RE/DATE s 5 OF 20 r-CONEAETE ANCHORS POURED CONCRETE -7 POURED OR CONCRETE SLOCKf POURED—. CD:ir•REIE� ` (SEE SCHEDULE ON REGU12EO T-1/4•o-2Dx3/4'SS. CONCRETE CO CRER �. 1 SHEET 13) CONCRETE ANCHORS Llk:10T.SCREWS REQUIRED rOR {-��-' (SEE SCHEDULE ON w/1/4•-20 - CONCRETE ANCHORS f 17 18 A a (sE Mx aua pon S1ELT 7) j sr�ET l3) rTurs®i27 O.C. (SEE SCHEDULE ON SHEET 13) TT 1• / ,' (-' i I r EQlti �'� i 4'0-20x3 4-S.S.22 CR(R MCwE SCREWS !-ED Zia- 7 USING 1/4-2014UTS s L/2 ,z'D.C. 1/2 2 ain E.0.• 250-Max _----` ( ( 13 cR 15 t 13 pR i5 1 ? . - 1 .2 i0'mm P i OPTIONAL ,r. ; - �'--0FTIONPi. t ' , -� r In I-soEAw MR+=SEPARATION TO GLASS T . 'I'M d.0 IF, --�OR ( E iGCLASSr'- }-- Qtr 1 t (SEC SCFEGDI£ON S?IEET 1 S EIDSHNG 13An a;&If - 4;N.SEPARATION TO GLASS GuisS- r(SEE SCHEDULE GN SHEET 11) f — ! EwsTirlc 1 1 - :�, O HV WALL HEADER INSTALLATION OA j HV WALL HEADER INSTALLATION B HV WALL HEADER INSTALLATION. + KEYSTONE _ tS[y�.G r 1eltL SEPARATION TO GLASS GUSS� L'N.SEPNUMi 1 OR ,}^� i MSTMG (SEC SCHEDULE ON SHEET 11) 1 W 4ASS ismi 1 '� , .1'W.SEPARATION TO GLASS I ` 1 GLASS ;°FUR DAM © (SEE SCHEDULE ON SHEET 11) a, 19 FOR 1 ai su ®s \ Ezsnllc oenorLAL { 1' ��- z GL h r4 t/4-640x . 4 itOT4',L. 13 6. t 5 E D.• 1 1 C j 1j2. ( r/4'0-20x3/4'S.S.` TRU`'' /4.0-20x.1/4-S.S.PH:WPS IVS t:SLtiG ' \ CONCRETE AN"„HOR5 _TRUSS HFDD MCKWE 5rAE1'ScoxcRETE aNcxoRs i lJ ;LF /4--20 NUTS o 12-D.C. 1-(SEE scHEoln E ur r./1/4'-z0 nvls n Iz O.C. POURED CON/OtEIE (SEE SCHEDULE ON SHEET 13) i, _ ` Nin. POI 00,1REn COTZ BLOCK SHEEE 13) I CP.CONCRETE ELOCK OR CONCRETE BLOCK 1--^'-A, d' I ICRETE ANCHORS KOIY.RED WALL REQUIRED HV WALL_SILL INSTALLATION , (SEE ScmECULE ON OF WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE eLDCK WALL RE"ED HV WALL SILL INSTALLATION NOTE FOR CONRtNArON OF SZlMIS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.0. -EDGE DISTANCE ASSEMBLY •SEE LOL^JTATpTIS OF USE FOR �'I HV B LA D E 2-MOUNTING SECTIONS CAN BE C0k3tNED (SEE SPECIFICATIONS CN SHEET 13) ELADE`�ON SHEET 19 1!t AK!WAY TO SUIT MY iNSTALATION. A7 ACL a 611 ( FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \TT.� ��, t/�� ID2017 TtLTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. % F" a BERTHA HVTM •• A S S A Accordion Shutter System KV.RADE g1 w/OR W/o KV.WtDOVI BADE t� o' TILLTT TESTING k ENGINEERING COMPANY American Shutter Systems REV.ru CisIX0P1IDN DATE DRAMc L h (Y Association. Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 6355 M..a361A SL.5r 2305.17RG-`:A GAW-g4.'RMA 3316. •�,,. '�(�- P"_:(305)871-1930.rax:(M3)871-1531 4268 WeslroOds Drive a. DRAWING No �Q♦� '1��frr➢1 a na:L4t-C"— West Palm Beach, FL 33407 s ni}Cj� ••r EB A. MUT79 417-107 •�'�•••."te"`' WALTER A MUT P.E. 5 SHEET P.E. SEAL/SIGP)ATURE/DATE fIARDA V.1 4„G7 6 6 OF 20 _CONCRETE ANCHORS i POURED I Tea YP.vwow �11 CONCRETE (SIE SCHEDULE ON sHEU 13) saw 9�ELT �l OR E%UNeC i 'T' ) � - RE'QUIREB __ r EDGE OF ;It Fall 9@alm 0 ' 3 O'S—i ux. S'ja IF m cuss s i y •: D. AF('11CAElE Ex.�Iss�; FS/DESQte 0 •� r In� 4 O ' f ANCH AITERNAC =L E' T'"G ' : �5LOCATIONi i i i 970x3/t'He%YIASItEA HrhDGR13 OR 15 - 3/8'K^. 7tT(SCP.EWS 6 12'O.C. , EDGE OF H 3/81 nr \. CONCRETE ANCHCJFS `8• a�7LICAIFBLE ``.�' i (SEE SCHEDULE ON SHIM t3) E0 - � �IN ErGE Of FXISONG . SLAB IFD. . CIf�55 ED-,-Or i APPUCABIE - -. sIAD a /�j)( APPLICARt.E uri s9wo.,'vt I 'Q O APPLjC4z'E - - POURED FIAT HEAD CONCRETE ANCHCRS TO BASS(9F �{ .: ! •_.- --E.D..� CON UR ED SEE SCHEDULE ON SHEET 14) IN tai t a �w0 r-.. ♦ POURED---//"I^.____._,..' .•..+.:... RE9ULuIl LFLAT HEAD CONCRETE ANCHORS ��`�� Z. an S.0 19 NT v OR A 'CONCRETE _� arOE_S SUacg1 I ,, REQUIRED _E.o.• F-D• (SEE SO4EDULE ON SHEET 14) I1 TRENCH INSTALLATION ' IAUD ONLY FOR UP TO +70• -75 PSF A.S.D. I HV WALK-OVER INSTALLATION DESIGN PRESSURE RATL14G&FOR SPANS PER HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE 83.SHEET 11 ..r..r.-. .•:;;,.:__.,._�.., _._, .: ,� ... _._. ,- •._.Ca',cRETE'"dratc)+ORs...__._• :....•_._.._._.�...•.=r .._�_.._�_ __ _, _ ..,......., _ ._.__._.... _ C= (SEE: - -- (•`.EEE SCHEDULE-'7 t/4 t -a aW E3Ltr7t Tura:w —tsx int y , SHEE is) ! f AOLi1=T C8 aEir fq + , i f S aSWIG USTRIC .�.�..- 1,�-'- TEOari+M OR 1/r0 P003 I t/4" I E7tLSRTIG GLASS 1 Udt 5®w4Hrdl m aASs. GLASS-� r FASTENERS TAPPER*90CM W/ NAY_ GLASS ? ;OS ecrmat a s.•acr„) LQ p ; m nxzs ,3/s P T OAR o e• I 0 I m:7") I i ne FOR UP TO 6•-LAGER pl'7 l 1 I i r / •,•i/4" / rh .� O 46-0-!f TO B"�tl•�[M 7 My YV/NE AT 6YDiY fA511NOt K.V` MAX' (1 W.)(`�tui[1 Ox/, L -,/2• 3 OR 15 ;Fi'D'♦ atox3/4'HEX'E-p e ScEi 11 Tali UMrAnaa7 3/8' _)rax. u i i i b r tiASY,cn HJ.O i / PA 1 �+i. F/r.•✓i �-! •"1 - VAL rTEX .CREW i ''i i 'r t / ••- 3 8• I 1 '`'' ® 12 QC rf / $ i, r It v #14x3/4" Ne%NFPb_/V Q // -1 9j8 ° I i- - ! ;•�1/4--IV/4•S5 u5 TEK SCREWS 0 9"O.0 `/ __. gT4x3/4 SAS ,! - - i 1 i i 1 4 1.1 r 012 Or- TMs OR 1/4'0-20 S.S.N.S. CO'ICRE7E ANCHORS 1a ✓ - t•�•7O 3/E s,�.-•L __ / t. - - SEE SEHEDU(E ON 9 9"0 C. Mvx. (• _ i rt�� n tY 0.G Y7/NUT a 9"O.C. ( �'• I SHEET 14) t - } 1 t?'SN+G tart S:RUCIUPAL 17 18 s: '?' {2.00"!DN `-WALL MW(DECORATIVE 88 1.• E0. SOL) SLAB IFGE IJ ,\ "1\ f 1 3}D.C.F.H.SA.S. •,- MRI. PTA.T?EO Gmav7C �. ).7/8-�•-1 7/8'• APPUCABLE`'L'r ` 'L,. = —�- \ RmB,Rm -CONCRETE ANCHORS SEE NOTE 13(D) SEE NOTE 13(e) 1. �•,-• E•D, POURED CONCRETE (SEE SORMULE ON 0;1 SHEET t � -• .. - ED OR CONCRETE BLOCK SHEET 14) OR CONRED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE_elocK REQUIRED (AA1l��TONE MOUNTING INSTALLATION OPDOTtAL P—OURED—�-- HV WALL FLOOR INSTALLATION wmw Asa AGN PRL55$ E.64:7z Py eouaeETEJ L HV WALL WALK-OVER INSTALLATION WY=U FAM SlA.Er-Or REONRLV (J ITV RAINGUARD INSTALLATION t THIS INSTALLATION SHALL BE NOTE FOR CO)d814ATION OF SECTIONS: s L O.•+EDGE U151ANCE t REMO✓ABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIEICATW.NS ON 51)EF7,3) ADJACENT TO AN OPERABLE� � SEE[.7tRADONS OF USE FOR ASSEMBLY OR ENTRfJ.C. BIAGE�,ON SHEET i9 INSTALLATION DETAILS W/ (V HV BLADE 2-MOUNT@IG SECTIONS CAN BE COMBINED s� R4 ANY-WAY TO SUIT ANY INSTALLATION. Fi)TI t'i, ,r `za FLORIDA BUIIDLYG LbDE(Hon High Velocity Hurricane Zone �•, ��J...#S� 02D,7 TILIECO.or. ®20t7 Ck5JERN METAL SUPPLY.B THA HV. A S A Accordion Shutter System _ /11TE ■OOINC_ ■ N.v.ernE�1 w/OR w/o KV.VNNXTN a.ADe S■ American Shutter Systems Vill TESTING &.ENGINEERING COMPANY y DLsrsmTlON DATE ORAi:1T ar• 1t 1q 4Q,, Association, Inc. , CLD t5-085 7/27/1 OATC 07/27/17 o ' -,, ^ A 4333 N-,Y.m'Fr..Ste.3G T4R9NI4 WIDENS PLCRAA 33I C! 4268 Wesiroads Drive 2 PMne:(305)871-i530.Fex:(505)871-)531 DRAWING No C�T E' e-m L c�te�9a9d.c9rt, West Palm Beach. FL 33407 3 s .°OPIAL `e„1r4II WALTEBI.71WT73�.P.C. 4 -�o� se ert7xA�- TLOROA Uc.4 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 i i SEE ENO WALL N 5 EETS 10 & IS SEE wrsa oN LOcMnc RODS®,Hv t ®vQ OUT I N ;l_E7GSTlNG GLASS INSTALLATIONS W/ 1 HV **f—Hy LOCK®Ot/sH t» L7T 5, BLADE W HV CENTERMATES ffLAGEE K YADO DEo CENTEPJdAtE$ t �! A?P[K'AAON Yf1TH 6l.,DE I t ���© QG4®��+p •O� 1 OR SFE END WALL CONNECTION TR.STI!r,CCAS'S DETAILS ON SHEETS 10 & 1 11 ©'O ©�©•O•®G IZ --- ----------------'--------- ----------- ----- � t 2"+2"Yt(6'+O'-2 ®•®°°®,O3 a 19• 7 1/4_ 7• B 1/2' Y (6D67-T6 ALLDT)ALUM- t .r I' r ANGLE 17/(2)i/4b TAPCO.Y 1/2- pl®_® F OPPOSING , SYMMETRYCAL ANCHORS To Lrot RETE r CENTER MATES ` CENTERMATES nurL SEPARATION (roP/OOTrare)a t ; t i To GLASS t pt0.3/4•S.Ms.a W HV LOCK 2�4 or 2 (c)pto:1/z' op/s ro ruse; ( VJ HV LOCK 4 or O.C.--ULL LENGHT. 7 (SET_SCHEDULE I AT EP.CH ANGLE.(T(P)( I .J i * * ! * ON SHEET 11) I 5 i m �2�+—, 35 —IN 3 ' 1/2 v_. ©�®�O Q�O @ •�� O w�--- OUT ® �I lo-®«©•Q3�©'�� HVA HVB ©�®�©•O�QoRtp �� HS CCNCR) .31OC�fE AOR L O.O ©Q2Q•O'® I —DUSTING GaAs R,ONCRETE a ocK riaL lO•Oes©.�m"!'.®u ` REQUXRED _Exlsnnc. 5• 8« t 8� 8 7 - j------------MZ —.— u — , © SYMMETRICAL IN r�•@•©4�0.0 —S------ i GLASS P,®00.Q9•©°"19•®5 �LEMSn11 1 ) ©'® ©•® O'® Pa;N.SEPARATx -� CENTERMATES 6 B w t S 8 ce TO CLASS 5 ' GLASS , 1 * (SEE SCHEDULE r— ——--- ——— W/ HV LOCK � I OPTIONAL 1 6 a 9-t a+t 9• 5 ON SHEEr t 1) I c6 •® * A ----1/ i (INTERIOR) O ® © © O ,WN.SEPARATION t TO GLASS 3 (SEE SCHEDULE` I N *(.N11R(?) ! ON SHEET It) --._--_.—' _—_—_—___ 111 1 — I ! , OUT , 'ANCHO PS a , �_ 'aJ+cxoRs o -- 2 * ti 3* a 9 O U T 6 v2-VAX.� OUT 'S HVE HVF** HVDj°"`""""xis. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 ti - ®2077 EASTERN METAL SUPPLY.LYC. 1y.1 ✓,9 Y 02017 nLTEco,INC. sF� � ERTHA VTLL ASSA 1 L E C 4 ��. Accordion Shutter System H.V.RADE#1 w/OR W/o KV.1WPDOVI BADE T1L1JT TESTING & ENGINEERING COMPANY American Shutter Syrslems Ly, Dergd= Dan DRMJ BY. LC. Association. Inc. I OLD 15-1585 /27/1 DALE 07/27/17 N.B.3c�K St.,Sm.30%V$M=G MENS,FUXWA 3316. 4268 \Vestroads Drive T Ptxx»:(�Oa)671-15:0.r..:(7G5)87I-Ist :SlHi WING No . o B.cem West Palm Heach, FL 33407 4 7_'Q7 s d' 0006 YiA:TER A TIUR Jr.P.E. rrrr•' FLORID 1--1 44167 5 EET 1P.E.'SEALISIGNATl3RE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W H "T" LOCK HV MALE/FEMALE " " LOCKS CENTERMATES 8 9) LOCKERS W T V BLADE SEE END CONNECTION DETAILS ON SHEETS 10 k 18 INSTALLATION Cl HV BLADE OUT IN `�'�°�'�`QLASS E1AMOcE7Ati p�G7y ON SR2Ec S. W� HD CENTERMATES A, HELL O J6^AS SHL f10A3itC,e1USED DEut NL7-N'm SFF SND WAL CONNECTION ®"©•QaOa 10•®� C.OICLIED Dv nas s,G tun W THIS Saes. ar i�a®p1®• ®'®°' omAUA,�a1 onn trvc sNOA7+m n1s sNEEr: k 10• - n AILS ON�61['E75 10 ffi 18� (mca-re A1017 Au,r. { 1 ,® _• 35 4 xe i (tDF/uDaM --------------------------------------------- AT --------------------------"--'r----�._-- ------ --- -- ----T- (ql1a,1/z•sws r0 mEc� I floc/A•s�As o i2- [ r ` Ar ual A (m) I ! o.e Fuu 1LYNr. f I N (4)Kv. 1 I N (4)KV. 30 HY "T" O ,•a(T1°) I; 7 3/4- _T �4- Fuss f17P.) 5 I 3 LOCK (INSIDE) 5 28 _ � 1 Y. :3/6- " 0. 5 OUT 31 OR4/ � 33 31 oa© 31 oa 31 oa k 35 2 1/4" 0-20 u 1 1/2" S.S.M.S. SrE NOTE s FOR wLoc1c®. W/ 7/8"0 z 3/32" WINGNUT. (oFwm)HDB-HVB OUT (oFncwl HOC-HVC v�`� s1FEr s. 30VHV "T•' LOCK (OUTSIDE) SYMMETRICAL HD C NTERMATES :SYMMETRICAL HD CENTERMATES W/_ak LOCK (EXTERIOR,) W/.ft LOCK (INTERIOR) t SERIES Auam+uu HVG* C2D24-S3 ALLOY)LARGE FLANGE TON w®m©•O, m© l0•®°t 6NEEf NFACIU,PART 0820. T YA90FAA'tN r.AEW LNain7 ©•O'©04©'O•®"' sEzraaR,FAasFFrNr,new JERSEY .i 07054 OR EQUAL. 3F YSFE NotF3¢:100@..'^F=30 4 W(D�+6 ON 51ffiT 5 • /i\ •� /'� ;—IQ-`1` tvnLF9L RLaMG MAXO Cmx=-MV G 0 R'4IGl CE/4MVATM AT'LUMC Ml VITA& (1� HDD—HVD'"1t FLOATING STACK ��arueAu�ivi„� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i' •. 02017 EASTERN NETAL SUPPLY,INC. ` 02017 11LTsa, BERTHA HV /� S S A L ECO .M a. Accordion Shutter System >R KV.BADE#1 W/OR W/O NV.W W&MADE 1 _ TILLI7 TESTING & ENGINEERING COMPANY American Shutter Systems R ��1w1 -D.,E ORA1Y77 BY: LG ''• Association. Inc. 1 ow 15-oasD7/2711;a� oU27/t7 -r` '• f1 t, : , tia 6356 Mw.3&b 9..Sll 305.VpC=CODUM riOYG 33f Fhon<:(305)871-1530.Fa::(3051871-)535 4268 Westroods Drive 1 DRAWING No s e-moa:1a:4Fc000��t+. West Palm Beach, FL 33407 3 EB-0=719 17-107 er�naAc wAUER A.TIL r I P.E. s SHEET P.E SEAI/StGLJANRE/DATE noRru U.;µ1b7 e 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE OR r x ^'-POURED CONCRETE /—OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE — BLOCK WALL REOURED BLOCK G'AIJ_REOU:RED ! . REQUIRED - BLOCK WALL REQUIRED ;� .\,- .�, :! �EXISntIC GLASS( _ EYt5Tu9G GLASS t CONCRETE IICH04 �--EXLSTING G1A55 < - -J .y .(-2•!+'N_ NG GLAD t 1- _JT I1ti 5t�I . 2"MIN. r. iE ULE O(SEE 1 ;~ Ibtt SEPARATION " -' SUtEDULE ON Shy - '7G a�ASS(SET-' j i�.`- TO (5EE' EQ EO TO OAS(SEE " I I FOR BADE DAND _ SoIEOUF ON SHEET 1/i6•x3-MAX. Crt 9Nar 19'm S1 FCPE a4 � .i i f 'X7ffDtAE at SREFI i r I ." t1,FrR BADE Otis •' I/2•' 'GN '9�MADE Ei 1a X1:0 - I t FOR BADE RAND (6063-T6)CONi, B.PDFS O& :Tet s�Ec 19 FOR (LOCATE AT .ON STffET l9 FOR ALUM.CLOSER 1 r - 1 / 1 'EL-DEe5O&@ I fiJOe"'SO& I EOH SIDE BLADES PLATE..(LOCATE /2'; h I OF 5(') , AT EITHER SIDE MIN• I I 1/2' 'Mat. 1 Of®)� I 1 •F USE L'OR 2'MAX. I _ —j r--I QIQxI/2•S.MS. I , _—___ ♦ (AS APPLICABLE)>2"a1,/83.0'-2• ' 910x1/z'S..S ALUMtNIRd CLIP ANGLE. ----- ® 16'O.C. ! --��' 6 16'O.G F I. ---- f 4 / (6063-T6 ALLOY)AT!MHDQ-T (I)91,13=1/2-SAI.S.TOO& r� 'q / '? (2)1/<b TAPCONS M'OfORS TO r LYAt1 AT 1'O.C.(LOCATE AT SEE DETAIL X FOL;_I I 5 t SN_CONNcCTION f)iHER SIDE OF ( 1 DR )OR c�) O 1 OR ®' s�CAIN E FOR OR ®' i s wo �a©,0 _ 11 E D CONNECTION TO(RACK © t0•®� SIDE CONY ® 6 7 a 8 w ID ® TO [RACKS w 6 7 w 8 t0 �w 10 ® ® �©®°' TO TRA..KS t0 w Q TQ+:�: 113 ® ®.moo®: ©o� ©Q �, � �-c6a ora©Q 6 0.© a o:�w �___� a o-®aa.o ..... ___ _�,�.a�.. © © _..._ _ ©.®vim oao ®w © @a® ® o•®w END CONNECTION QETAIL 13 END CONNECTION DETAIL END CONNECTION DETAIL 1Q END CONNECTION DETAIL Q2 }F>E'DUIRED ONLY FOR SPANS GREATER THAN 12"-0' r POURED=1CRE-TE-OR EXISTING CONCRETE f—EwsnNG ctAss REQUIRED BLOCK L'1ALL GLASS ® �— 1,M Sff'A4Alta't _ @1,001,/Z S-M.S` I TO GLASS(SEE .` a 16 P.C. \ R9tt.SEpAPAnOK Y J ------?'� / i SCHEDULE ty1 55ShEO0LE !#2 SCHEDULE !)3 MAXIMUM SHUTTER SPAN 'L•t" OR "L-" MAXIMUM SHUTTER SPAN* 'L+" ,(AXIMUM SHUTTER SPAN*"L+" INSTALLAMON LEGEND `- NOTES: (fl.) FOR INSTALLATIONS W/ I A OR -L-- (ft.) FOR OR "L-" (ft.) INSTALLATIONS CENTERM TES. & or or INSTALLATIONS Vf/ 1V �yMMETRICAt CONCRETE & WOOD (1) L+c M.AIONUM ALLOWAEL.e SPAIN FOR A GIVEN Y! ONE H.V. LOCK ,a or @ or or CENTERMATE & & W/ ONE HY LOCKS MANSORY POSITIVE ASA.DESIGN PRESSURE RATING_ HD LOCK ®W/ NO LO NTNG R*JDS�or ONE hIV LOCK o:®or L-:MAX ALLOWABLE SPAIN FOR A GIVER NEGAi TIE CENTER6(A 28-E 29 W/ ONE W/ NO LOCKIT G PODS Tr OR Yl/ NO LOCKING WALL a B. C. D. E. M. N. a, P. O. A.S.D. DESIGN PRESSURE RATING. SEE NOTES t D RODS MOUNTING F. K & L R, S. &Y. HGJ"T" LOCK 30 W/TWO LOOK NG ( ) (VALID FOR MOUNTING(@ (2) PROCEDURE TO DETERM;NE MAXMUM SPAN FOR RODS 35 TOP & EOTTOM ITISEE SHEET 7) FLOOR/CEILING G. H. i, 11, J T U yA& X SPALL MOUNTINGS(TOP/EOTTOM)OR FLOUT/CEILING: �1�t1 J� CONCRETE&WOOD MOUNTWG CONCRET-c Woo INSTALLATIONS V & Li uD+ INSTILLATIONS "^''i°1°t IRSC'fOALL TIONS AiO.DEscNAr.D.c�crt GIVQ:A P051TM1£&S-D.DESIGN PRESSURE RATING, PP.ESSURE IIALL MOUNTIxC FLOOR CEILING PRESSURE WALL MOUIINROT1R/cO C fRESSURE DETERMINE MAXIMUM SPAN Z+'FROM SCHEOU;SCHEDULE.Rntrrr FLOOR/CEILING & rutac ur:G MOurnLN6 410'JtT77NG CZ GIVEN A NEGA14VE AS.D.DESIGN PRESSURE RATING. FLaOR/CFIl1tx�uMixG �) (,.Ory-) (.aP.-) (.oft-) ROOR xALL tdJtlN:iJ.-,. DETERMINE MJIXIAUIL SPAY"L-'FROM SCHEDULE L t {h) L-111) l 1- (I) C-IN L t (R, l-{It] L4 (IQ L_W 0 A!AXIfAUM SHUTTER SPAN 'L+-OR_L_"FOR i6'-0" T6'-0' 30 16'-0" 76'-0' 30 16'-O• l6"-0' iNSTALLITIONS CYTO WOOD SWILL BE LIMITED TO t7NAL LtAXWUM ALLOWABLE SPAN IS EQUAL TO TFti 30 OR L IV-O' i. 16'-0' 705 ps7.A.S.D.DESIGN PRESSURE.RARNG tAjN;MUKj DgERMI ED..PAN BErWEN 2z AND'L--. 35 14'-to• (14'-10' 15'-2' 16'-0' 35 14'-t0' le-10• 35 15'-2' 40 73'-10" T3'-10' 14'-2" 15'-2" 40 13'-10" 13'-10' 40 14'-2' __!5 (3) PROCEDURE TO DETERMINE MA"JUNI SPAN FOR 45 13'-1" 13'-1' t3'-<' 14'-3' 45 13'-1" 13':il 45 13'-4' y14'-3' 1' KV CORNER CENTERVATE 03 MAY BE USED Al ALL COMBINATIONS IN BETVEEN 1;.411.MCUNTLNG5 50 12'-5" 12'-5' 12'-8" t3'-7" 50 12'-5' l2'-5' S0 72'-3• 13'-t' MOUNTING INSTALLATIONS. LOCIONG SPECIFICATIONS Yl/FLOOR/CEtLNG MOU11TL'1GS: 55 11*-10' I I I'-to' 12'-1- 12'•-i t' 55 IV-10, 11'-10' 55 11'-1" 1I.-11' SHALL BE AS INDICATED ON MANDATORY CONOQlL4C 12 FOR A GIVEN POSITIVE A.S.D. CESMr4 PRESSURE 60 11'-4• ` 11'-4' tV-7" 12'-4- 60 11=4' 11'-4' EO 10'-Y f0'-71" NOTE#5.SII"RET S. RAnNG: _ _ .-•— DETERMINE _ .. ._.65--. - 10'-10'-. 10'.-10 ,1C-1" .al I1 65,-. .--.10'-10'. -.10'-10' 65 9'-5" 70'-1' ... _...--_..._ „-_ -_--_70.._- -'10-5--90-6- -t0-g___),1.=5"_.:.....Y-r-70.-_.__t0-o 16.-8":r� '7p� .. .8-g :--g�_4 L+=.MAX 4SPAlL-FOR14A1LM0UNTVi1i-IN-ILEA '. - -' L2�F=NAY.:"SPAT!"FOR FLOOR/CEP.ING"MOWTTI4G"` 11'-1- 75 _ 10'-1' 10'-1• 7g - B-9" f f EXrEPT THAT MNOMUA SHURER INSTALLATIONS. 80 W-10" 9'-IO' 10-' 1 10'-9" 80 9'-10' _W-10' SPAN'Lr'OR"L-'AND MAXIMUM ASA.DESING FOR A GYrR NEGATTIE A.S.D.CESIGN PRESSURE 85 9'-6" W-6• 9'-9' 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 =W-3' 9'-3' 9'-5' 10'-1- 90 9_-3. 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOv(5: DETERMINE: 95 9'-0" 8'-9- 9'-2' 9'-10" 45 9'-0" B'-9' I- CONNECTIONS TO KEYST014E MOUNTING L- MAX.SPAN FOP,SYA.L MOUNTING INSTALLATIONS. LIMITED TO +54,-77 ps.f. AND 8'-0" SPAN. SEE L2-= MAX.SPAN FOR FLOOR/CERING MOL'NTItNG too 8'-9" 8'-4 9'-0' 9'-7" 100 V-9' 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 _ 8'-7' 7'-11' 8'-9' W-4' 105 W-7' 7'-11- 110 8'-4' 7'-7' W-1. 9-2" 110 8'-4' 7'-7" FINAL MMUUM ALLOWABLE SPA. 5 EQUAL TO THE 115 B'-2" 7' 8'-4• 6'-11" - 115 8'-2• r-3' SEPARATION TO GLASS SCHEDULE fAP1IJUM B TYEEN z,+. L2+. L AND L2-- 120 8'-0' V-11- 8'-2' 87-9' 120 8'-0' 6'-11• (4) GO TO ANCHOR SCHEDULE WITH.FINAL MA::MUM 125 7'-10' 0'-8' 8'-0' L 8'-5- 125 7'-10' W-8' ALLOWABLE SPAY,AND NEGATIVE ASA.DESGN, 130 T-B' 6'-5' .-to. 8'-1' 130 7'-B- 6•-s• WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MA)OMUM A(CHOR 135 V-7' 6=2- 7'-9' T-9' 135 7'-7' W-2' SPACING. . 140 7'-5' S'-I1" 7'-7• 7'-6' 140 7•-5• 5'-1i" ASTM E-1996 SEPARATION 145 7'-3- 5'-9• 7'-5' 7'-.,.' 145 7'-3' V-9' TO GLASS 150 7'-2- I 5•-7' 7-4' 7'-O" 150 7'-2- 5-7- 155 7'-0' 5'-5- 7'-2• W-9• 155 - i'--D•� 57-s• 1 THRU 3 1" 160 6,-11" 5'-2' 7'-1' _W-7_' 160 6'-11' V-2' 165 W-10' 5'-1' 7'-0' 6'-4' 165 6'-10- 1 70 6'-9' V-1 t' W-11, G-2• _170 8'-9' 4'-11' /�� __175 61-7" 4'-9' 6'-9• 6'-0"_ _175 W-6, 4'-9 �I 1 �"ty BLADE 180 6'-6• 4'-8' V-8- 5-10' 180 6'-6' 4'-8' J 185 W-5' 4'-6- W-7- 5'-8" 185 -6'-5' 4'-8' 190 6'-4" -5" W-6• 5'-6' 190 6'-4' 4'-5' 195 5'-3' 4'-3' 6'-5' 5'-5' 195 W-3" 4'-3' 200 6'-2" 4'-Z- 6'-<' S-3• 200 6'-2' 4'-2' 205 6'-1' 4'-i- 6'-3" S'-1' 215 6'-i• ,47' " "'.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . ,- ®2017 EASTERN METAL SUPPLY,INC. + M17 TILIECA,INC. ;JU= S '>,`'h'_ BERTHA,HVTM Accordion Shutter SystemA.S.S.A : FVLVE . H.V. HARE#1 W/Ott W/0 FIV.1MNDON RADE American Shutter Systems 4'? • TICCIT TESTING & ENGINEERING COMPANY R OEsc ar11Ox 0Att owsm 6T.11 7/1 LO. Association, Inc. 1 OLD 15-08s /n/t ATE- 07/27/77 -F�'•. ,v'`4' 6155 tLn.3811.St.Rte.305,wane GARDENS.FLORC4 111 FNpnp:(:05)871-15.0.Fps:(3D5)871-1537 4268 Westroads Drive 2 DRAWING No _C. ..,....•-'���\11¢4 006719 17-107 West Palm Beach, FL 33407 3 EE- 17-107 �'IONf;L �,L' wruER A twr 4,.P.E. FLORIDA tic.i 44167 5 SHEET P.E. SEAL�SiG#SAIURE/TATE 6 11 OF 20 {j f O p n p S Wo taIJf °' r d q o 1 a N n !� 11 U o '[ v�1 Z Z t �i w0 tNp p t� LLJ > Z o N m U ttd �3J 3 I m r V Y 7 :�'' p N W m m m n m m m tl h n t tl b Y W 0 1N h p f H .r 1 n 1 1mm AiH I I g I 1 1 I 1 1 Y I 1 1 I 1 1 H 1 1 'ra N =moi �mgmaaammtim WlWeWnmnW I I:,;WyhjbYmyl„ m�mHmf�nmY�rHW l l 1H, nnl lm11 � �ico L i g m g a 0 a b O m b m m O a m m m a m W a m tl tl q W tl tl m m tl q m q tl O q n m tlltl�m g m q m h m,„a n n�a�n 1 -I .� mmmmgmWmmedmmmmgggWmmmmmmmammmmmmamamammmmammmmmm�aWanmmm u (� Z w CL �t�31 QC O O O 0 0 0 0 6 0 0 212.9 O O m O O O F O m@ n O n mY h�O V nl1 n yl O q n A O r rmV I 1 I YY l�1 1 1 1 I I 1 1 1 I 1.1 1 .../1 2 ICLL p�-•0 T p I111 1111 F y�� yZj.S wl',rjQl��� f pp 3S�^ _3-ZS� _ tl1 YP) �t111 YY11 W u- anmd d H w +�w.+..+.+ ���.Y.�.Y...++n V a r•1a+t O�Nr�i tih.SP�01^m•+,.DOn�POn�q'9 n � 1 W 11 p^V b m m l�l i�t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 fll I l l l l l l 1 I l Ijl I l 1.1 1 1 1 1 1 W�•• 1 ( 41111 III 1 Ill 1{1 11 1 1 1 it 1 1 1 1 1 1 I ( If t�Iy P P P P P P P m P P m P n P P P+m N b 1 A n 1 1 0 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1!1 11 1 1 1 1 1 1 1 1 1 1 '',l"11 •'•..w�y�� ¢ �qj C r _ N.N.«N.N.n.N.«««.N..N..^.«�-0«I h N NYS N a�N,•A On«h 3hN hm H0r r 1 1 1 1 1 I I 1 118 m n V W u b m V h l l l ,i:'1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 fill ,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - •� v N o � bmmmnm mnVVmmVhVmV ren'I 111 111111111 1111111 I I 11111 11111 I I la � 0 &m m m m g m q m m m m m m m q q m m n m m m h m I I I I I I I I I I I I I I(I I J 1 1 1 1 '1 1 1 1 1 1 1 1 1 1 ,• �'.f2 S •��:� �J $mmmmmammm mlmammmm slam mWmmmm�mmmmml11111111111111111�111111 ��••• ��'VVV1 ��,in j S 4 •1 •• I••[•�a r`�•Itl H ...................OOm P.......... l l l l l l l l l l l l l l l l l III 1 1 1 11 1•,d� •h�\7 1 � b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O_O O O O O D O 0 0 0 0 0 0 1 1 1.1 I I I I I I i l l l 111 1••••� S N N«'«N^N«t:N_ N««^«^V I 1 1 I I 1 1 1 ��33 0o........ l l l l l l l l .�"I 1 1 1 1 1 1 1 II Ill 1 1 1 1 1 1 1 1 1 1 III 1 III 1 1 1 III 1 1 1 1 ............. V l Y n n I 1 1 1 1 II I I I I I I I I I I ( I I II", pvI1 I 1 11m mgtlgmmmqmmqWmmqmm}ummmnn�Anlnbl l l l l ll I III1111111111111P P O m P P OmPmPmmP m�P P P N P m P P m P P P g P 0 10 P 1 1 1 1 1 I 1 i .11 1 1 1 III 1 1 It I 1 Ill.. {ti = OIO O o 0 0 o a a o 0 919 0 0 0 o O o o O o 212,3 O O^O O D O 21919 m 5 l III 1 11 1 III i'1 1 1 11 NI Y N N «^N N «N N N N N-1N - «^^'«' N N««««««1 1 1 1 1 it b m b 0-4 V,a„ I Y n l fit l l luuiff�a I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 St0^I m m m g W tl m W m a�m 1��n m♦V I n i1 I I I I lil 1 1 1 1 .1 1 1 1 1 1 1 1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � Z I _ P P m a P�P'�e♦ a u1 n r 1 1 1 1 1 1 1 1 1 I�1 I I I I I I I I I I I I I O O O O O O O O o 0 0 b OIo 0 0 0 0 p b 6 0 0 0 0 Yl b P m a1 a m { O O .O ,O O O N v M7 V N to ''. m m f1 :• N ih 4 10 12 ;I i MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A OMEN MAY SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIRENIENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN NEGATNE PRESSURE RATING AND A C0RREspo,,4 NG MouN^NG TYPE FD,. is OR Wtn TF R ^i Ih IIATI (SFE MOUNRNLS E G.k H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONWtMOWXf0E 81 1 POURED CONCRETE UAWM' @IVALL SILL MOUNTING ©CEILING M1/44'-a TAPCON OR TPPCp•N 1YTH OUNTING HQ FLOOR MOUNTING U) E%ISTING POURED CONCTH A VAMC.re-3 Rst) - 11VHlCED 711READFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. '{R T.W. LDOL Olin..Fc a 3;cD SPAN ANCHORS SPACING LEGEND - 1/4-0 x 3/4'ALL POINTS SOUR-SET ANCHORS,AS 06TR18UTED BY ALL POINTS SCRSIY,SOLT&SPECIALTY COMPANY.(Nin,I'c=3 bD (B) kSD OIS`31..MWK PR�fE PATLTG _ MSM KE WIE PR59.4✓E ROCS .OE9.R161DZIE ftM0_-&BAfiiG - I/4'0 BLUE TAP CONCRETE ANCHORS IN CAP AS MANUFACTURED BY FLORIDA FASM49S DIRECT,INC(Elm.FO-2 frs.'J ifPCCN OR f 4 0 TAPPER+ANCHORS AS IMA$IFACTURED BY PO'W'ERS FASTENERS,INC.,AND DISTR UTEO BY ALL POINTS SCREW.BOLT&SPECIALTY 30 40 60 75 90 120 160 205 3O 40 60 75 90 720 160 205 30 40 ED 75 90 120 160 203 - / 17APCON WITH Au^Yp7tC�1 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHURER SYSTEMS ASSOMT101,INC 14 t2 1D 8 8 6' 55 14 12. 10 9 8. 8 G 6 14 12 10 9 B tl 6 6 THREA,FOR&L TECHNOLOGY (Mm.Fc-3 IW') 3-0` t4 t2 iD 9 B 8 6 6 14 12 10 9 8 B 6 6 14 f2 l0 9 B 8 6 8 qLL,POINTS SOUFl-SEI OR.LESS 14 12 t0 9 8- 8 H fl L4 12 70 9 8 B 6 6 14 12 10 9 B 8 6 5 _ 14 12 10 9 e8 6 7 14 12 10 9 8 0 6 6 14 12 10 9 B B fi 8 DLDC TAP W/CAP NOTA 14 12 10 9 B 7 S5 35 14 12 10 9 B 8 8 6 t4 12 f0 9 B B 6 5 TAP!ER+ A1J WNIMUM EMBEDMENT IYTD POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFALRORM TECHNOLOGY ANCHORS AND TIPPER+ 14 72 10 9 B 8 6 8 14 12 f0 9 B 8 6 B 14 12 f0 9 8 8 8 SS ANCHORS 5 t 3/4',AND FOR BLUE TAP W/UTP ANCHORS 6'1 1/2'. 14'-0 14 12 10 9 B 8 6 4 74 12 10 9 B B 6 45 is 12 10 9 8 6 4 35 A2)RtIH9lUU EMBEDMENT OF 1/4'0 x 3/4•ALL POItITS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CCNCRETE NO EMBEDMEt4T t4 12 10 9 B 8 6 45 14 12 10 9 B 8 6 55 14 12 tD 9 8 S 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S3,MACHINE SCREW USED SHALL IE 1 1/2'LONG E9NOit9M SHOULD STUCCO i♦ 12 10 9 73 SS JS - 74 t2 10 9 B 8 6 5 14 12 1 0 9 8 7 55 4 •SEE UMIA IS or TOR DUST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. t4 12 10 9 8 8 6 6 t4 12 10 9 8 8 8 SLS 1< 12 10 9 8 B 6 4.5 B:nIR.�A:Ott S16Ei 14 $�-0' 14 t2 TO 9 8 7 4 - 14 t2 t0 9 B 65 5 3.5 t4 12 10 8 65 5 35 3 - A.3)in CASE THAT PRECAST STM, PRECAST CONCRETE PANELS,PAVERS-OR A14Y VENEER BE FOU ON TTtE tDOSTCNG WPt1 OR FLOOR, 14 t2 IO 4 8 75 4.3 - 14 12 10' 9 6 8 6 4.5 14 12 10 9 5 6 45 .75 ANCHORS SHALL BE LONG ENOUGH 10.REACH 7HE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAD-BE AS INDICATED ON t4 12 9.517.5 6S 43 - - l4 12 10 4 8 73 5.5 4 14 12 f0 9 8 6 4.5 JS NOTES Af)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDNG OR LIPS WITH OR TSTTMOUI METAL STUDS CONSULT THIS ENO-FOR 6'-0' 14 t2 10 9 ll 8 6 - 4 12• 10 9 8' 8 G 5 14 12 f0 B B 63 5 J3 INSTALLATION 1470 ETF•ANKH METAL 20. - 14 12 IO 9 75 S3 3 - 14 12 10 85 ] SS 4 J 14 12 8 85 5.5 a J �SEE:1{EES 14 t2 10 9 8 6 - - 14 12 t0 9 8 65 S 3.75 ts' 12 10 85 8 5 a - (B) TO DOSTING CONCRETE BLOCK(ASTM C-90) 14 12 B 6.5 &5 3 - - 14 12 10 9 8 G.5 4.6 3.5 14 12 t0 B T 5 J3 3 1/4'0 TAPCON OR TAPCON WALT ADVANCED THREADM;aA TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDT. '7'-0' 14 12 10 9- 8 8 - - 14 12 I0 9 8 7 5 4 14 12 f0 9 75 55 4 3 - f/s'O x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL P01!Jis SCMT.BOLT&SPECIALTY COMPANY. 14 '12 20 8 65 4 - - 14 t2 a TS 6 4S 7.5 - 14 105 7 55 4S 35 - - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DRECT.INC. t4 12 10 05 7 4 - 14 12 10 9_75.55 4-_--..14.. 12..9. 7...75 45 - t/4'O TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASIEN:RS,-NHC.,.ANO 06TF09UTED BT.ALL POINTIs SCREW BOLT&�ECt41TY , :.:.J14 Y7.:. 4,3 t.. .- _ - _.__J_,_- .._COMPANY OJT:AlNY OTLGR.FP1?ROVFA-IJCENSED OR AUD'OR2ED VENOQR-REGISIEREU»WDH..TNE;;hlEAC2N SMUTfER, SYSIQdS;;ASSd.IATKEt-RTC ._.-.. ._. _-10^- _735.5�4.,: 14,'12"'9__7'_.'6`.45':3=. ..^ .._....., ,. .,-....., .,...-,._„,„.i ......--......_�__.........- -__... -•�--�� 8._0. IO 9 B' 6.5 - - 1a 72 /0' 0 B 6 < - 14 12 10 8 8.5 8 >S - NOTES_ 85 7 S5 S - - ;t4 12 B' 65 SS 4 3 - f25 95 6 5 4 J - - B.t)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANC]101S IS 1 1/4'AID TAPCUtN 95 7.5 6 - - - 14 12 95 8 83 5 - - 14 12 8 6 &S 4 - - WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS t'. &S S 3.5 - - 14 12 t0 B. 635 f4 12 5 fi.5 5 4 -0. 10 9 B - - - 14 l2 10 9 73 4.5 - 14 t2 85 7 55 4 - - B.2)MINIMUM BUSS MEANT Oi 1/4'O x 3/4'ALL P01tiTS SOLID-SET ANCHORS SHAl1 BE ENTIRELY OMBEORO RITC i1TE CONCRETE BLOCK.NO 7.5 6 4 - - - u I1 T .5 S 3.5 - - 11 8 55 45 35 - - - EMBEDMENT IMO STUCCO SKULL BE PERMITTED. 1/4'0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2-LONG MIHUUM SHOULD STUCCO B 65 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 105 7 55 6 45 - EAST.AND t'MINIMUM FOR WALLS WITH HO STUCCO. SS 4 - - 14 12 9 7 6 43 - 14 11 7 SS 45 JS - - 10'-O'' iD 9 7.5 - - - 14 12 10 B 0.5 5 - - 1♦ L2 B 6 s 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E705TLNG WALL OR ELOOR. 14 105 7 5 3.5 - - 13.195 6.5 5 4 3 - f0 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MMI STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - - t4 Its 9 6 5 4 - 25 95 6 5 4 4 NOTES B.1)&B.2)ABOVE FOR LYSTALLA710t15 ON VINYL SIDING 0R OFS W'RH DR WITH METAL STUDS CONSULT THIS ENGINEER 1¢S B 5 - - - - - 14 12 B 65 5.3 4 - 13 t0 65 5 4 J FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SKEET 20. 11'--0 14 �12 10 - - - - - 14 12 9 7 6 4.5 - - 14 105 7 53 45 IS - - 125 9.5 S - - - - -• 12 9 B 4.5 4 3 9 7 45 35 J (C) ANCHORS SHALL BE INSTALLED roLLmNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 14 Hl 7- - - - - 14 105 7 55 45 - - - 1.5 BS 65 45 75 - - -5 7 414 11.5 7.5 ti (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. L4- o - - 12 9 6 4.5 4 14 I2 f0 - - - - - to 12 B 85 55 - - - 13 10 651 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IIS t15 a.5 - - - - - 11 8 5.5 4 3.5 - - - 8 8 4 ] MAYIAI/4t ANCHOR SPACJNGS Arm YAUD FOR FDCE D:STAL!ES 9101CATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPAOxG 1J5 95 a - - - - - 13 89.5 5.5 S 4 0.5 6 5 4 BT MULTIPLYING SPACING SHORAN ON SCHEDULE TTY THE fOLLC:flNC FACTORS. 9 85 - - - - 14 105 7 5S 45 - - - 11 BLS 55 45 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL.NOT BE LESS THAN MINIMUM SPACING IN05ATFD FOR EACH ANCHOR TYPE. 13•-0• t4 12 - - - - _ - 14 115 Ys 8 5 - - - 12 9 6 45 s - - - FACTOR TOS e - - - - - - 10 75 5 3 - - - 75 5-5 4 1 3 - - - - ACTUAL TAPCON WITH ADVANCED - TAPPER+ 125 85 - - - - - - 12 9 6 4.5 4 - - - 95. 7 5 !4 - - - - EDGE TAPCON ALL POINT SOUo SEF BINE TAP W/CAP 8 6 - - - - - 13 9.5 &S 5 - - - - 0.5 75 5 4 - - - - �' V B p fj DICTANCE THtTEPDFORL TECPINOIO(7Y MW.SPACING 14�-D' 14 12 - - - - - - 14 TOS 7 SS - - - - 11 8.5 5.514.5 - - - - ED. MIL SPACING-3' V.W.SPACING-3' MLN SPACING 3 1/2' NN.SPACING-3' 3 3/4' 47 4.5 JS - - - - 7 5 3.51 J 1-I- - - HV GLAD W FWURED CONCRETE& potqNOOL D DOE CO[X EM BPINKED CONCRETE A POURED CONCRETE&PO0ONOM ORfQ3IE B00C 173 B - - - - - - 'il 8 S5 4.5 - - - - 9 65 LS - - - - - '� i'IV O ' CONCRETE•BUICK LK La 31/2'If1L.ED-21/2' CONCRETE ROCK CCN3 WMtLN.ED-•YCRM OM MN ED-3 I/2'. M-2I 7.3 - - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 JS to U. - - - - - 10.5 e 5 _ _ _ _ BLADE WORKING 9 - - - - - - - 85 65 4. - - - - - 85 5 S _ _ _ 2 1/2' - 0.81 1.0 - - 0.67 1.0 /o - - - - - - 1- 1os B s - - 6s G 4 .- - IN UNISON♦ 2' oai-` 0.52 - 7 ,- - - - - - - /S 8S 55 - - - - - 9 85 4S:- - - - - 13/4' - 0.91 - - - 0.43 16'-0' 14 035 0.35 _ 9 .5 5 _ _ _ _ _ _ _ 95 7 5 - - - - _ 8 6 4 - - C TT FLORIDA BUILDING CODE(Non High VelOCity Hurricane Zone ttfg1 �L rf/-- 02017 T13ECO.INC. ®2017 EASTERN METAL SUPPLY.INC. A ��.�•-••: '• '��' " BERTHA VTM OSSA 1 L E C O �N�. ,. Accordion Shutter System Itv.etAwE#T w/oFt w/o H v vnwa+EIaoE • American ShuHer DATE D S stems TTWT TESTING & ENGINEERING COMPANY y Dtsc1BP11oI+ wu7t 6Y: Lc- "� d 74 Association Inc. 1 OLD IS-085 7/27/L DATE- 07/27/17 it X fZW 11.W.3tYY.51-SW.J05.W=A CMIDINS.FLABCA 131 Ph*-;(505)872-1530.I->(355)871,-15.3! 4268 Westroads Drive zDRAWINOG No �4ns1T�I•-•�,g3'tj6`.•;:ilil�<,y Re° s-ffiLTcva7lnewsum est Palm Beach, FL 33407 3 Yl '7 .L ••••••s `St`1aLT` WALTER A.TAU',:F.P.E. 4 / 1 7 P.E .$ALfi6/ 4I�/DATE F�KmA Uc a+4167 5 SHEET 6 13 OF 20 r ji ti! o� D � 06 oN ,Illus s W 7C3 3 � I ^ m fO— N 111i -J o Q j cla 3 �!Nw_ m m �o o�M oWd_ w ■ E o N O w =In.a S O T V M UxSS 1 J lal 1W�I_Ulx o�tnln �+ ■Vl C�� C Z UI W.. LL.,T C V N tf fa ZO� am ^ YIaII� p W /yl ■i o _ ad < .,�- J LLJ co a,w c H'E aa� a n^ + z gp c�i��An A'Nr A;nTnmYrl NAI Innl'�IAI I Imlil IYI I Irt 11nI11 Ihl I Inl l lnl l l l l l � O R—'t3�,� ne ' "L % ly •. W loco z6pN..NN.NN.ANNN�NNn V�NNN„NIr�AN�YV INTI INAIIAn11NllIn=1IIAIIIYII F Wg�y {<�< mnn ANnNN ANNAnA�NNNv Anl"(n YN�Njr�nA Ylr v NI I INI I INI!1 ^O .'Q 61=®(Ctl �1��N NNn N�N NNNN NNNNNNAmIN Nq NNNN�NNr YnIANnm�N�NYrnNVY NI�rIN.',� 1 O � Z�oY h� w N N III NIN N N...........N N N N qIA N}n N Y N N N, T m N♦In N A I„II NFh N N V + {I v , ig.m .An N N ...... uy �j CC N n N N N q g N N N m N A A N N m T N N NIN g A N N N A N N A N m �'�n • Ahnn�r ln111b111 rIIlAIl 11111111111111111111111111111 l l I I 1 1 1 1 1 r �;_n _ _.� n l l 1 1 1 I A 1 1 1 1 1 1 1 1 1 1 1 1 1 Ofj1'fy/ .•� � in I I A 1 1 p "• 7µm 1 ,� � q $n M1 n n nIn n n n n n n r n n�n e r:�n�b n n'.'��n�A n n��1 h�'I,� I Inn}I l n l I l n l l l u l lf� �`` •I"�•��J` � a � Slp�n nnnnn nhn�n nn�n n�mnm��`rn�m nNnn�v llirn e�n^n�a 11nn11n11 t` `\•�f f + _'�y� ••���,.� 3016 ,pn hnnh nnn'n nine mnln^fin nhn bn�niNN�h Nh VnnA hIn VN�n V� ;�} ;��I,� J\' O $n nn M1njnn nnlM1n}nnM1nnnnnn(nnnnnnnnn n�nM1nn}nnnnnnynnn, n��� x �g M n nIn n n n n n n n n n n n n n n n n n n h n nIn n h n n n nIn n n nln n n n n}n n n n n n n n n n n n ��,•+I'y 'lCy�po�U1 1 ^ '^.� "••'•"���^�If1f, W `• �mmminm^ivA•I °Iniv�nln,^YI IMI,1�1I Inl�I I III1 I I 1111 1111'1 I It I I III II r+ /Of���171/Rll,•If d N A=q'-m Edi m n n n m m♦N •v n n r 1 n n 1 1 n n I I I A I I n 111 1 1 1 1 1 III 1 1 1 1 1 cn O 3Nh moi,. nn N�mN NN��r } VtAM1 rall �al l�^ I1 V m aBr O�I,�i ���N NNN������"' ^N-1 No 1^O e�iNh.'rI N1,p061�^wa�m0 m'nro�YYm��'�3Nn m1IA�V�1nn!'�m�M1'�� K I ,�m m m b m m m m m m m m m m m m m jl I I I I I I I 1 1 1 1 1 1 1 1 1 1 til 1 1 1 1 1 1 1 1 1 Ijl 1 1 1 III ` ZI$mm bb mmmmmb bmm mmm�1ommm11 mmmmmm � 1III I III I I II11 111111 I I 11111 III I I 111 '' Rm mmm m qmmmmq gfOmmm mmlm mmmm 1 1 1 1 1 1 I I 11 1 1 III 1 1 III 1 m a m m O¢Im m m m m mim m m m W 1t m m m m m m mmmm a m......... . I1 III I l i l t l l l l @Rpf n m 1m mmm qlm mq I t�l I I I I I +' 000000 om_oo oo 000ap000 000000000.oa oa_000l000_oE 2ooele o p I .„��^I�� _ rfrrYV YJrVv +Yr .IYYVYriV^ ' O� •O O O O I�j 10 O 00 �O O •O 10 •O O �O NJ Y I(1 10 RI I OI O N M a It) Im 1� ii •�I it MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (inj SCHEDULE E FOR A GIVEN MAX, SHUTTER SPAN NEGATAS A D DESIGN PRS R ATIN ANDA CORRESPONDING MOUNTING TYPE, (SEE MOUNIMCS 011 SHEETS 16&t7). !SE; U B :S3TRATE SOUTHERN PINE No_ 2 VY MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SaW/MIN PINE No. SPRUCE PINE SPRUCE PUT - SOUTHERN 1/2- MIN, COX 2 UG MIN.Ga0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 5Y/ MIN. G=0.43 Y!/ Mlv_ G=0.36 PLYWOOD fD.1PNUGG YN/ µ� MIN. G=0.43 W NTN. G=0.36 u mMu SPA'(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS cauNG MOUNT T M, N, 0 & R FLOOR MOUNTINGS M N 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0,WALL t3aUNTINGS 8.0.WALL MOUNTINGS 8.0.WALL MOUNTINGS W & X W & X W & X P & 0 S&v S&v S&v UP OM*=1 FMIT MC(a)Ul DW Nr,;,a RmM MIC C-4 kSDL OM nM R_Wi:UDD om'ITM-A tit ma 64 DM INTI 7M7.a ax g m ants RM0 Die L-A ^M KMI tW�U-t C.1 kM ire Nora pMa DC-4 M n a"rare msx me(4 Lta Dm Ivy R51-me I) 30 aO 60{75 90 OS 30 s0 CU)5 90 OS 30 40 60 i5 90 OS 30 40 1 60 75 90 II05 30 40 Fi0 7S 9il OS 30 40 60 75 90 UOS 30 40 60 75 90 05 30 40 60 75 90 .05 30 49 60 75 90 05 30 40 60 5 90 LC5 -0'OR LESS 12 :0' 70 9 8 8 6 6 6 6 G 6 12 t0 10 9 .8 8 6 6 6 fi 6 6 72 70 iQ 9 8 8 6 6 6 6 6 6 6 5 4 < 4 3 12 T2t2 72 72 I2 12 12 72 72 12 112 12 12 12 72 12 t2 4'-0" 12 10 t0 9 8 8 G G 6 6 6 6 72 10 10 9 8 1'.5 6 6 6 6 6 6 12 t0 10'9 8 8 fi 6 6 6 6 fi fi 5 4 a 4 3 12 .12 t2 t2 72 72 12 72 72 t2 12{t2 12 12 12 12 12 72 '_p• t2 10 t0 9 8 8 6 6 6 6 6 5.5 12 ID f0 9 6 8 6 6 6 6 6 5 72 10 t0 8 b 7 .6 6 6 6 6 5 6 S 14 4 4 3 12 42 12 12 72 12 12 12 72 12 12 12 72 12 12 12 12 0.5 6'-0' 12 t0 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 t0 9 B 6 6 6 .5 5 a,5 12 10 70 9 c 35 6 6 6 6 5 4.5 fi 5 4 c 3.5 - 72 12 12 :2 12 12 72 17. 12112 12 72 72 12 12 12 ID &5 T-U' 72 t0 f0 9 fi.5 4 6 6 6 .5 4.5 4 f2 10 10 9 5 3 6 6 fi 5 -� 3.5 12 10 70 7 S - 6 6 6 5 4-3.5 6 5 4,4 12 12 12 :2 t2 12 12 12 12112 12 110-172 12 12 0.5 8.5 75 II'-0' i2 70 t0 J.5 4.5 3 e G 6 5 4 3.5 12 f0 10 6 3.51- 6 6 5 5 35 3 12 ID fO 4 6 8 5 •.5 3.5 3 6 5 4$ 12 12 12 12 12 12 t2 12 12 12 11 9.5 72 12 A.5 9 7.5 6.5 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 70 9 4 6 6 4.5 4 3 3 12 '40 a 3 6 6 4,5 4 3 3 6 5 35i- 12 12172 12 12 iD. 12 12 I2 II 9.5&5 12 12 TO 8 65 5.5 l0'-0• 12 70 7,5 4 - - 6 6 5 4 3 - 12 10 6 3 I- - 6 6_ 4 ,5 3 - 12 10 3 - - 6- 6 4 .5 3 - 6 5. - - - 12 12 12{12 1.5 9,5 72 12 12 O. 8.5.7.5112 12;.9: 7•- 6- 5 - - ---I t�-.0' 12 Ia,SS 1=__:-�.6`-fi= _5_� - 12:k$4.5=::. - 6.-55.3:5 d+-.r.--12 IOr '--. - '-:6-6.5'-4'.. '.6'--5� - 12-127 12'I 72''10:'6:5 12 f2��72'9.5'a-`7-12-112- 8-6:55.5�4:5 __. ._. _..._.,, ..-.. 72'-0• t2 t0 4.5 - _ - 6 6_ 4 - - -_72 10 35- - - 6 5 3.5=..�.-_ - 72 10 - - - - 5 3.5- - 6 5 - - - - 12 12 12 S 95 6 t2 72(11 85 7 1 6 12 t._7.5 6 5 4 `V-A 13'-0• 12 10 - - - - 6 6 - - - - 12 10 - - - 6 4,5_ 12 J,56 4.5 6 4.5 _ - - - - - - - - - - - - I- - 12 72 12 Q 8.5 7.5 12 t2 10 G 65 55 12 0. 7 .5 45 4 14'-0' 12 10 - - - - 6 5.5 - - - 12 7 - 55 4.5 - - 12 7 S 4.5 - - '6 3 - 12 12 t2 95 8 fi 12 52 9.5 7.5 6 4.5 i2 SIS 65 5 4 3 15'-0- 12 - - - - - 6 - - - - - 12 - - - - 5 - - 12 - - - - - 5 - - 6 _ - - - - 12 f 2 i l 5 75 5 12 72 B.5 7 8 4 12 9 6 - 4 - 16'-0' 12 - - - - - G - - - - - 12 - _ _ _ _ 6 - - - - - 11.5;- - _ - - 5 - - _ - p,- 6 - - - - - 12 12 t0 85 65 4 12 12 8 6.5 5 3 15 5.5 4.5 35 - (10 HV BLADE OR Q HV BLADE WZ (1 Al HV WINDOW BLADE WORKING IN UNISON .Q05TA110 5 CF OSE FGR �A._(y C.SyaT 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS F'013OAS: 3 SLGSTRATE SHALL CONSIST CF TM FOLLDNUtG: -SOUTHERN PINE Ila.2 W/G-055(NAS) 1/4•0 TAPCOU ANCHORS,AS LLANUFACIVRED 6Y LT.W.SKDEX W/MINUVM DADECMDfT AS Lsucaw AT -DOUGLAS FIR'd/0-050(ILOS) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/0-0.43 EXCEPIIOIL-SEE NOTE 2 BELO'&. -SPRUCE PUKE FIR SOUTH W/Ga0.36(NMS,) 2 ANCHORS 70 HOLLOW CEILING SFLttl BE AS PER MOUNTING TYPE U.5NE<-r 17 AND S1LALL CONSIST OF -MIN.1/2•COY PLYWOOD(1986 APA) L.Ar SCREWS AS PER NDS 2015 SPEGnCATKM. 4.ANCHORS SHALL 8E.INSTAI ED FOLLOWING ALL OF THE REC0M3r-10b77F7N5 AND SPECOCA-M OF THE ANCHOR'S MAI:UFACNRDL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111p1 /�. 6.2017 TILTECO,INC, 02017 EASTERN METAL SUPPLY.INC. ' IA:14fs �= BERTHA HVTM ` ASSA y L !L O ��� s Accordion Shutter System H.v.aanE#� w/OR yr/o H.v�NDav a.ADE `• = American Shutter Systems N.N DMRWM14 DATE WVAIt UV. LC. TILUT TESTING & ENGINEERING COMPANY - t Association, Inc. I OD 15-obs07127/17DATE 07/27/17 at5s N.W.3Eth s_ate.Sc�v.Pecae�7sND0s.FLD�rA 3st (3!5)371-1530,ra.:(395)871-1531 4268 westoods Drive 2 DRAYIING No =, s •'••..••••,..•••� �C1 T.•r�trcooF4L�=m west Pclm Beach, FL 33407 3 /Q �it� fy\ 7L6' EB-OCO67L9 4 17-107 AL1 WALTER A...L'T:r.P.E. P.E. Sixcy3t5t•N,A'INURE/DATE 7LaRD Lc,t 4416'7 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV! BLADES AS APPLICABLE ' MAX. SHUTTERSPAN + OR L— FOR INSTALLATIONS i TO WOOD WITH HV BLADE(TONLY SHALL s �' 1 ALL F`0 BE LI T 05.0 s A.S. DESIGN PRESSURE RATING SEES ET 19 FOR MAX SP & TAPCON N V-11H OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON : 7APCON lATTM ADVANCED — THREADFORM TECHNOLOGY -j 1/4.0 TAPCON OR VN/ D AREA I t/2"1�1.PENETRATION `". F–TAPCON W:tIT ADVANCED THREADFORIA TECHNOLOGY - OF THREADEEA TO =--'y t r W/ i i/2"6�,n.PENETRATION of THRFPLED AREATO EXISTING EXISRIIG V:GoO HEADER 1 tC E:JL sFgwC7J SCHEDULE 0:1 SHEET ts) YI000 MEAGER(EEE SCHEDULE 014 SHEET t5) t To aim(S< (SEE SCHEDULE I I 1 DR t� 1/4'0-20-0/4'S.S.MACHINE 9]47]L!t£OY SIEET -0 @,.,18 SCRa"S W/1/4'-20 NUTS �—11 RIR aA2ETAS-\.!" % O 12'O.C. ~ - i ON siEET r9 F>fft . o Ex6nuc I T BLADES 0 p � � I s GLASS--4t Li I Z SE i t aL t oR t _ � ,.- I E' fIL I—_'l-1'11 ;1 r Nv i 1rro�coNi t L• o i' -�Exisnuc mllt 2'x4'YJOON XI «ti�u • "� lI.'7 HEADER REQUIRED OR t � .__ EXISTeNG MIN. i 9. 2'x4'W'o06 \ L6 ) 1 4 0 TAPCOV OR TAPCO14 WITH ADVANCcO TJctSTIrJG t. L SEPARATION I I � HEADER REOUIP.EO TkNREADFORLA TECHYOLOGY ffiR-RENEIRATIOPi:OC_-3HI�ADFD-lREA':m ,... nwr. A•. _ ..._..,. ..�... .�_.. __.;_, _: .._. .._IIIN`-SEPARAitoY.�yo^G2ASgST'G_ WOD-HEADER.-._..w.._....._<._.,.w,...:._- -.�'""'-'- "pti`-"T7"FGR'gT'jE GjhV r]aSTirNc' KSEE SCHEDULE 6!' sHEEr it) (SEE SCrrEdJLE.aJ S+E)=T 15 ON SHEET 19 FOR 0tASS•-f ; ( ) 2'.e'CONT,SIL PLATE REO'D. @HV WALL® HEADER INSTALLATION �O HV WALL SILL INSTALLATION HV WALL HEADER INSTALLATION s I I ExTsnrJc t �"- eeRr.SEPARATION m GLASS UI.SFFAR471CCJ m GLASS N I (--- I S —� E%75fINO -(SEE SCHEDULE ON SHEET tf) l t 1 (SEF.SCHEDULE ON SHEET T7) ' MIrL SEPARATION TO GLASS 1 'I t - !1 tr EXI; WOO CONT: - GIpsS-� k WOOD�� (SEE SCHEDULE ON SHEET 11) �.. __ .GUESS-f � REO'D. I 't: r n [ + s : 1/4'0-20.3/4'S.S ' 1/4'0-20x3/4'S.S. ` ' t!ACfiIIJE SCRF S (NAU9NE SCREWS W/ I 1 Iscx 7/4'-20 Nuts �.I, `•f, l .I. (. . _ B 12'OC-•r... NISM I 1 1 OR 18 ` lJ�� 1 oR i i yi I T OR I" i I 2.4'CONT WOOD PLATE -� 'y_^_4 C11L t ^EQ 0'-r 4— AIX'{ \�(1^2� > L/4-0 TAPCON OR TAFCON':.TTM ADVANCED is [ � =i;� `� v�� •, .• 1� • 1 /. > { THREADFORM TECHNOLOGY W/1 1/1' F t ' , t-1/4'0 TAOCON OR TAPCON WTTH ADVANCED - tt 1 t.i 1 .. 1,L2"x4'CCNT ft IGT.PENETRATION OF 7HRE0.DED:NINA TO THREADFORLI TECHNOLOGY W t 2 '� 4 - ' 1/4'o TAPCON OR SILL PLATE s EXISTING WOOD HEADER. / /" t (SEE SCHEME ON SHEET 15) I I��� t I i is; SDA.PENETRATION OF THREADED AREA INTO PLYWOOD 1 L \\ TAPCON WITH AGVATJCED 1-SEE SHEET 4 FOR TYPICAL t r f +- ` )._ (SEE SCHEDULE ON SHEET 15) faS15lIYC NIM.2'.4' 1 1/2"NUN•C07( iMRFADFORM TECHNOLo(Y SHUTTER ASSEMBLY. - _ WALL FINISH tV` STUDS O 16"O.C.rLUL_�'n''COD REO'0. \ AFD�INTO PLY..:OOD 2 COMBINED IN ANY WA_UOUNTM SECTIONS Y DE L1./z•MRN.cox PLn+voo REo'a W°SL TNssH`-'(SEE nzJ_outE oi•J s1NEET 1s) ®HV WALL SILL INSTALLATION r.'TEAC PLYWOOD TO DE SUrr ANY INSTALLATION. -E7(ISONG IUM.Yx4•STUDS O I6'.O.C.MA7c.REO'D. AT TACHF.D TO 5005 I PLYWOOD To eE ATTACHED TO STUDS IN ACCORDANCE ACCORDA19CE WITH MATH SECnON 23(18 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ETE UNDAT 's JX LISE Zone ©HV WALL SILL INSTALLATION F.g.c. e1A� aN s+EEr is aoAiie�� FLORIDA BUILDfNG CODE(Non High Velocity Hurricane aA..... .(�n .. *' 02017 nln:CO,INC. 02017 EASTERN METAL SUPPLY,IJG �F`G.^ BERTHA HVTM z /TMLEC O A S S A Accordion Shutter System #= ■ ■ ■ ■ Kv RADE#1 W/OR W/o KV.W DW RADE •C 1 l� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systemstry.It. DF.SCFO Otl DATE DRAY;BY--. 1L &Y55 fl..U_SL.g,0.MA x�u Gqm *,rte,,,, Association, Inc. 1 OLD is-08507/27/11 car- 07/27/T7 Frwn6:(305)571-1530.Fax:(305)871-1531 4268 Westrocds Drive 2 �. st a-mol:tzt-oaol-", West Polm ReachDRAWING No f +. ✓t�t�l�.: _ , FL 33407 3 1 �ryf� .......... 1•�•••••••4',\ 44,5 WALTER A.llUT dr.P.E. 4 17�1 07 P. VSFAL/TS flLDttx L c f 44157 s SMELT 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & R HV*_ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE M ONLY WALL ntoSN SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE S EFT 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON ! T/4 c TA%2N OR , EQ EO 2'URL ,•''\-_ rAPCot4 Ylii.ADVANCED 4'x8'(XDn.)EXISTING --�-�-'i;, THREAOFORM TECHNOLOGY WOOD BEAM REQUIRED. /-EDGE(IF AnPL'CABLE) w/7 i/2'Uin.PEttE[RAitON STRUCTURAL ADEQUACY OF THREADED MFA TO 1/4'0-2V/44 S.S. OF FJOSDNG WOOD BEAU t f f E%tSTING W000 HEAOtR. I' Ptatl.lPS TRUSS BEAD TO EE CERTIFIED BY . r I U:n. LACHRJE SCREWS EXISTING WOOL' i \(SEE SCHEDULE ON SHEET T5) Yt 1 4= REGISTERED ENG1tw OR EO —' r —� _�_--Y r Tftu55E5 OR •I 1 / / 2D NUTS ARCHITECT PRIOR TO "'T- .. I-CO-I-E 8 12•D.0 SHUTTER INSTILLATION. / i/� 1/2• RAFTER 0 24' O.C.REQUIRED 1/4'0 TA..-CON OR '• ✓ _ �_ -4 1 OR 15 7APCON WBE/ADVANCED EXISTING SOFTIt THREADFORM TECHNOLOGY 3/4'14-THK- ��• "t ucx, W/ 1 1/2'Min-PENETRATION OF THP.EAOED AREA TO EOi5O._ jT4x3/4' t'a4 it/8'CONI.AOM.P'eE 1 'L CPTION:•I, EoSTING WODO HEADER. k i• C / t I- 1 = f o O.0 I (S)SI Go LAG�sREYS To ti, t,•"'���:. (SEE SCHEDULE ON SHEET IS) P r 1 or 13 or 1© EACH RAFTER ort muss. or 1©or 15 I p LOCATE LAO SCREWS AT MIDWIDTH OF EXISIIEIG WOOD I HEADU/G MRI 27x4' I I, i MOTH)W/2'AC- SEE: S'-'I EfcAOER HEO'D O OPER HOLE'AT EACH- MOTH) (2'Kin.NQNt7'WL r E E: S•PARA110t1 TO CLASS 1 (SEE SCEEQUL_9N S'IF.111 EXISTING 1 STUD TO P,C T r _ PEttEiRATIQN OF TIRtEADm --.. -_ :.,...�___... GL455.-....- ._. •- =-�.:. ..a<,.. _ Sf 6,o tRGSCBEW.�,- - ARFiI:.vAUQ fqR _. __._,.__.__.___.-._ _.__--"1-_r,-..`. _.-._.. :. ._. .§.... _...-_ ..CQITER'OF"TUDE�_._....__,_ I ---- 3 _--.•-..^ INSTA0JLU,1JS"WRH•72Fif__�_-.-,..,,_._.... ` �.-_ MAX,.A.S.D OF51CN LOAD ANC r SO MUM NH 9fE't EXISTWO 6 eeti gYiltAEOH 9'-0'MAX.SPAN.THIS HV WALL HEADER INSTALLATION ` G S— TO Cl4(gf RISTAL ATION IS ONLY VALID '-it FOR MAMMAa O ®♦ M-fD :w9£T I FOR WOOD W/M'Y.SPECIFIC 1 aN SIM T9 RR T OR i t,FD7 wm,!pw LA+AYNY OF 0.50%DOUCL S I ePtri kf91 :�,_ f g,,�uON SKU gd ♦ FIR OR So THEP11 PINE NO.1 -SEE SHEET 4 FOR TYFX'X SHUTTER Ai.EN9LY �� 1 OR® OR EQUAL. z-ANYUCUMc stcna�s cAN cDMec¢D �kV CEILING INS ALLA ION R1 ANY W.W TO 5UtT AW WSTALL410t1. .�1'IY CEILING INSTALLATION 1 1 11sPA:AtrN 1 OR i& f I MGI.SEPARATIQN..TO GLASS ` JL fJt`-If-`' SEPARATION ( {, (SEE'SCHEDUL.E oN 91EET i 1) 1 E)asrING .`aN�St�TT ie(DSO .-.{ TO CIl55 1 IXISTiNG ( II' GLASSY ! tXl06Q.& I(SEE SCHEDULE I i CLASS_ ON sieu 11) t { < I ip I J I s t " ' S ANCIi t/4 ©. i LOCATION . ww /8 #IwRt/ xsc ) DROROM 7 3 —WASSKHEADD TEK ECKEIEDI 13 OR 2'a6'61at.ri'OQO � sCRE1'S.to 12 o.c (NO FINISH '\ a BECK REQUIRED(NO ---�' ALLOWED) F1N141 ALLOWED) —t72-. - 1•..J �� p- ,.= `EDGE OF DECK Q`T 1 APPLICABLE t DECK IF - „Y IF APPLICABLE L': I IL \] 1/4-0-20x3/4'SS. �_- APPUCABLE -"�•-_..r--= 1/4'0 TAPGON OR 1 \Pt9LUPs TRUSSS HEAD -'2•J1Ett--_- TAPCON VlITH ADVANCER ' EbtCWNE SCREWS _ 2 x4'CONT. --7 {�� 11-IF EADFO M TECKgoLOGY1w/J 1 1/2 Ymm.-` PATE C TMREAOFORM TECHNOLOBY Y!/ i/--20 NUTS 1 4.0 TAPCON OR TAPCON V."ADVANCM THREADFORM I 2 KIN.^4 :.REO•D. ;(� \ IV/ 1 1/2-Mui.PE1JLlRAitOt1 0 12'O.C. / "�•UFt- PENETRATION 0£TftRFAOED OF THREADED AREA TO TECHNOLOGY R% 1 1/2'Min.FEIIETRATION OF THREADED AREA TO E)OSFRJG W'fOJ HEADER.(SEE EXISTING WOOD HEADER. AREA TO E)USIWG WOOD-HFADER.($EE SC1G_DULE ON SiM 15) AREASCHETO )O ".UX 15) (SEE SCHEDULE ON SHEET 15) •SEE tiMrr '$OF USE FOR X HV WALK-OVER INSTALLATION. QV HV WALL SILL INSTALLATIONe1.�J `'st ;9 WQ HV FLOOR INSTALLATION FLONDA BUILDING CODE(Hon High Velocity Hurricane torte' 02017 TILtECO.INC. 092017 EASTERN UETAL SUPPLY.INC.. r•. ��°�s ` = BERTHATM A ■.S A Accordion Shutter System /71MME C O �NIe. Kv.erne#i w/cR w/o Kv.�Mt�aa sone American Shutter Systems -H assLsrnott 'DATC DRAWN EY: L.C. TILLET TESTING & ENGINEERING COMPANY '.�.`. Association. Inc. t OLD 15-085 Uv/1 we D7/z7/17 6355 xA.WIft SL. .l'S.v.T�t:n'ut1 GDDIS ,f}tDA 33i Fhana;(30)671-15:0.FOx:(303)871-1531 4268 Westroods Drive 2 DRAWING No =_1-Ly+ `••.... .c � .3:Lu-oaxt- West Palm Bench. FL 33407 s ^_!af,1AL 50--" A Fe-LO067t6 17-107 WALTER TRUT h P.E. 4 FLO;WA W.j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4 MIN WOOD STUDS a'w•eca ercaa 2•„-gyp- r P.f1171 Y a'LY GaaO 6 52Nd'{._ -SrJaS Elm tA9vcFrca i,•' /\ ',( �a2:�,"o s:a c - •7 - --. - - r..• v/,1!x•1a1t '� \ 41x75. - \ / PE'eaRA710L rcc f � e� -2 �1 •t I -�1\ /7 (GAS nFSLwgL) i'-yc91� \/ r TO w/2-v,TPAT�t E1nsrA'a cuss-� I'l eioao�m Coi10 t i / J, \ I 511ID5 Oos2. �.` ! .Flls:n cuss- ( �'-'�+ / •�� "''J I /�•\1 /� ''�I. Ir--DW 4 Cuss :1 \\ C�tmcs cuss rsa 4PAv7 _._. —Tutt SEPR3erQt PLY.MIrl. 7 s.' I M aA`S CSG --1/$•M.Y Ca[ --' - i�p�Qiu Q IGY SrVSIIt eLY�Y'ffi1 It Q d�Q 1/7e-4-W%. 11 cQi BFOE3M11Fno io¢wS C2�. 7/z•uta ca-- m n 55 c`rc v.sa E3 MR �/-��' (ecw-s6 cart. otiz •� 07 sg:r 1e Fal 5]015[m sm tt,soa7. mEmaE e7'c sss BIa9Qtr�F FLVL.Ca9:4 �` `7�R 1- a,=T,4 7 117[R B10'i TA•iJ i!x” , il7fft BF.E(DR 8 a7 Swsr 1a ILt / a7 sial 1]Rx I - /2.ml. MTE(Oi 1%2 iyH� HA ES T. 2 AT CMFA SME fv' 06 olx•SLS •l61 e•pl Y eY% ---_ O!8 CC4 (211/1 _— (tta/rennava Sioox�`ic ) ,�1 UR• _ +�'0-�-`O•�- '/ ,..�...„.,.,« ICE aCW.MiIaN 1 OQ.'� is TM^JS SFs&7/.l%FOR :41 a ] 9 -'0•3+ rJ rvwas y� a• Tm.s. l���]],-II-Ce�Cu-8 1 •as' sn cm r �i AL3 a J E3 ©0,-04)- 4- � - -U �tq-�4'£?LSA 0—&-o-on J V'�]-.J'©'Lr- fE+�-a O•�i�. 08 -�-q3.,�.- v Fr_ J Z £3 C4-�CB=J CJ- _ t3•C G �.a�� �•�.�.0-;a�.L._ G•�-�.x•Cs-�•f� O•Cs-L�•�-1-�•� END CONNECTION DETAIL() 06• TAI CS) 6� END CONNECTION DETAILI)FND CONNECTION DETAfL� END CONNECTION DETAIL 7�0 /-CLASS •(v'CLMM n.Y RX WA•75 CnFA7FR Mc'f 7Y-o- }'ttms FEO'fl -�/al tAattt:p`i roRs 1!t•.TNc�1 Aria9ptd. /JO.1/L -7--� ' /1 I/2•enc �!e 1 2"SLS r. [%eS�U:O GW'S-•,, i FQE.SRAIaN O 12'O.G F'E7QSp,FiidY O f2 OC y Ola Oica SCIAPAW+ • SEE LGITAT,ONS OF USE rOR euc�:c r�av — , •, - �. '7/2•uca SDIMIL a19m r —.(4, 20 1SAs lsrr /1.ran eva[2Lo .v- BLADE.•ty)ON SHEETaADES T 9 AOR YAC Ls ` \ /z•L \.. / 1 a\! `� / h , r�•Ofr 1g C-vk; -"•Q.B�,a:``- .e L@�qs�-�•S3-�'Es.Yid •'�et1 F ] :T7,atrro'o. r7�7 1f�cv�ro:l :ca;:Y � .-, .Y %.,is. PLAN z�rs- •L+rJ>;- 0-0-0•C - C1•Ce-t� 0 O�-�`CSe1`O-e DETAIL X END CONNECTION DETAIL.\13 END CONNECTION DETAIL2j FLORIN BtliIA CODE(Non High Velocity Hurricane Zone 02,017$TECO.INC. 9201 EASTERN ECTAL SUPPLY.114. BERTHA HVTU, IL EC O �fNa• ASSA Accordion Shutter System fI.Y.f?tAnE#1 w/OR w/o H:v Wnow BADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems MY.NC DESCe"OH. GATE DRAIN 0Y: LC. r r 65,5 ftW.Slit sL•Sd 3M 2eRG"CARD7es.,La,0A 331E AS$Oclotlurt, Inc. 1 OW'i$-08$ 7/27/1 OATS, 07/27/17 Pr. :(305)871-1530:Fox:(305)871-753t 4268 Westroads dWve 2 07 t� /'�••.y:(:..C•p�'t e-a;Let—ocot.an West Polm Beoch, FL 33407 a DRAVIING4No WALICR A 71La(J.,Pd- t 17 P.E. SEAL/S(GNATURE/fki= rLCRZA u�.®44167 5 SHEET 6 18 OF 20 -g-(4, ►GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA WORKIN11 IN �0. 0 UNISON 61 5 51 11-MAX.A.S.D.DESIGN PRe"41,RF RATING:+110,-110 p.t;.l• I 2.MAx.SHUTTER SPAN:96' 3.UNrNGALLOWED t 0.TT.'U A.D.G&NON SHEETS 6,7:AS WELL AS � MOUNTNCS M,0,T.U L•W ON 9HEII5 i6&77. 3 i {�4�yq ONLY CENTERNATES t (60TH OR H/2�1 Oft MIA= nTTN 1 ' W;um — ow25, QYOUT, MUST BE INCLUDED(M y AT DMROR.OAtCC-ESS OE OG Nc cETHt� /ENDS.(A).HJ W:NDOW(RADE®SFHALL ONLY ALLOW A UALfIMW OF 5 OPENINGS @ • ,) ! (3-0 HOLES)FOR(9 PER BIAS AT SPACUATS SHOWN ON SHEET 4. ALLOYF�ANT MW ,°n • ♦ • • • OF MIN.CLEARANCE FROM IY 3 FOR©70P OR DEED TOM EDGE OF HV Vflk=t BLADE Q WINNI+f 6tEDE LQi j (C)FIRST OR LW BLADE DMM CUr FROM STARTERS AT ENDS MAY BE M! WINDOW BLADE 1 1 • • • ♦ (D)W WINDOW BLADE(1A)LWST 9E USED ALTERNATE TO A SOLID HV BLADE 1D N THROUGHOUT SHUTTER'S WIDTH. c • . . ♦ . a (E) NATES.SHAM.AL=S DE INSTALLED ADJACENT TO A SOUR HV OLYCARBONATE Lq SO T1W SEE ENO 6 (TM INTERIOR 05 THE jOFEf�BEI:G PRPROTECTEED W Vn lay MUST SEE CE DETAIL CION s DETAILS ON ♦ � Egli O:V7.Y RLSrA1LID AND NICHED USING A FN SETTING TOOL PRONDm sY A550. TO& is TYP N t 4, DHc. FULL NEIp{r. it 6.SEE ANCHOR SPACO:G Sam1TF FOR INSTALLATIONS INTO WOOD FRWE N BUILDINGS ON SHEET 15,AS 1.1101110 BY SPAN AND DESIGN LOAD ISM NOTES P P E 9 1&2 A60vE). l n j b 7.SFE ANCHOR SPAC IG Silt DUM FOR wsruLATIONS INTO POURED iQ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED,BY SPAN AND DESIGN I=(SEE TOTES i&2 ASOVE). (_ ( s.?AVMUM SEPARATION TO MAW SCHEDULE PER ASTM E-199& D H ��J PP TOP&lam NMUQHEUE^If5). Lam• 1 1 WIND ZONE UwivuM SEPARATION TO GLASS MUMTED VADTH I THRU 3 1' ExtSTL'Hc(a75s ELEVATION MU SEPARATION TO CLASS (j.' a e.zs' SEE SC�!NUE CN s:r�r 11 ca+EEA]E ---_--^- Ati7 ai TEos sE�r rGR FaAX50&�A W/-C2=RIOR ONLY) 'f %EE NOTE 4 AS=A (1) p0 TYP. SPUNil FJ CENTERGAT3 21 7• 65. Y7l rtOR 5 AND �'' ���_ _ i� W/O S(S(SE NOTE NOTE a ABOVE) PLAN \ 2T TYPICAL I HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE tSHUTTER* t'FFrr.A4d!t'3r.,. A. FLORIDA BUILDING CODE(Won Nigh Velocity Hurricane Zone 02017 OLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. v nC '\ A■S.S■A. BERTHA HVTM • IL Eco �N.. Accordion Shutter System �x RV.HAVE#1 W/OR 63/0 H.V.WNDGW MMX TILUT TESTING & ENGINEERING COMPANY American Shutter Systems - '.�, t Qr Y N- DESHIDPROLT DATE DRAWN tHY: L.C. r stt;= 6355 Na:36A,St.Ste.305.\TRO.19A G.RtU4..ADkOA 331 Association, Inc. I ILD.15-DS5 7/27/1 DATE 07/27/17 Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No m�r�s-oO1g71a�« West Palm Beach, FL 33407 3 17_107 WALTER A Tilur JL P.r 4 FLORIDA Lk.g 44L67 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 in-ASTM A-653�E 40 i VARIES INSTALLATIONS Wf HV BLADE & HV CENTERMATES 1 2-OM-BBs-- L1fi C-60 GALV.STEEL 2 MDc " �• �— __— UF AL STUDS Al t6.O.0 W 43A INTO METAL STUD WALLS * o I -'-- 1 c 6 o.c. 40 41 c oo- 38 'I` 433 V4-o NOMINAL GENERAL LIMITAMONSAND Q NDMONS OF USE ALUMINUM SLEEVE LI 314-.6 1/41 0.035-TwCx Tei„-� 43e f/ 433 0 '• �Z , o�"? FOR BERTHA n1 HV BLADE ACCORDION SH R 6063-T5 ALLOY CONT.GALLA:STEEL TRACK CKANN2•I®6 o a a 6 o.a I -SYSTEM INSTALLATION TO METAL STUD WALLS Am CALVA'¢e0 CWD TO TUD r'o I • T-"—� SEPARATION TO GLASS SCHEDULE 'a^ vf(2)16,1/2-Tex SCREws cN EMSTIIIG FINISH 39 1..MAX.A.S.D. DESIGN PRESSURE RATING_ +75. - 75 (pst) LrTwOR a F3aeWOR rACE { �'AS AFFUCABLE ) a 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE i MIN-SEPARATION w ASTM E-1996 SEPARATION .ax LEN:GrH+ 1' EXISTING Gess- To CLASS 3. ALLOW MOUNTING: MS ON THIS SHEET. TO GLASS --(SEE SCHEDULE) 43 w 1 THRU 3 1/4"0-20X3" BOLT 4, ONLYAENTERMATE 21 W 24 HV LOCK ARE ALLOWED 1- (TIT'•) / - )d(!ST PENETRATE 3 t' m WITH 2T A4RANGF_D A SY METRICAL LAYOUT. USE OF (2) 35,(6" LONG, MINIMUM) MUST ALWAYS BE 4 4- %f,sN 0.035-T-1.1ac U;l. EXISTING FINISH - T INCLUDED AT`EXTER!OR OR INTERIOR ACCESS SIDE OF 1.373' ICON-i_G4LY-S6, TRACK CHA2AYEL,; AS APPLICABLE ,ASTM A-653 GRADE 40 1 , t CENTERMATE. o •2-`•0- .056' s �'Ck'IM,EO FASTENED 10 5[UDS� TT/(2)16.1/r Tex SCREWS ON , 43c 43a I } T 'FUROR IF EYIERNOR FACE � tg.6 0C 0 6 0C n a .,. - _... * -BlAOE SLACK-OETfj[L HYF_SS ALSO VAUD_EOR - _ ___._. _.... __ - .- .- - n - w.:.-;._.- -- --___- T/T 12 3B. ,,_. CENTERMATE 21 APPLICATION WITH BLADE 1 - -�"'l4 !�"FLED=CANSTRUCTiON= w 4- THICK PRODUCTS FAB-LOK HD 1/A-535RTm 4 6 O.C. COMPONENTS Nd,n.ASM 1/A-653 GRADE 40 ,2:.:L1tlK.^': NGT•L STUDS S AT STEEL r MS WALL HEADERfSILL INSTALLATION METAL SfU05 A7'76'D.C. Min. ;:,";...... , —EXISTING FINISH AS APPLICABLE SCALE:.3/8-= 1- 't(TYP.TOP&BOTTOM) (——--—--—. —— —— ___—_—__,.•_ —— ————--——— ,y. _ I 1 3/4,6 1/41 0.035-TN4GL Ni.--- EXIS71N _ _ _ _ _ — A 653 Y.STEEL TP40 N C C-60 I' ,:,. - T ON SYMMETR L r SYMMETRYCAE MN.SEPARATION VA$IES I IN/( d /GALVAKZED FASTENED TO STUDS A T, r�/(a)16.T/2-TTX scRFxs v .CENTERMATES W/ "CENTERMATES W/ To G1Ass 2 I Fx!Erpaa FACE (SEE SCHULE) Mo, ; ERIOR ACCESS SIDE ;, INTERIOR ACCESS SIDE': EC:. I y 3 (6 Min.) N - - --- ,' -�- '---- Y - ---I ------------ - - -- -- --- 21 -- 21 ' 21 1 1 2)42 ---- OCATED AT 122 - ' HY HEADER/SILL ENDS __ -- ------ ----- ------- - - -- --- -�', --------- --- - --- -- - - �.- -- - ----- -- tIt VIEW Y 12 3 1/4-Rn).) 3 Wmin.) 2¢ ! f SIDE CONNECTION TO TRACK (Cont.) 6 1/2-(Trp.)--- ` 7- -. I-— 7- 6 1/2-MAX,n.ACK ** I H-L IVB hb BtLeADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone •�CCJI Y1.f`t n��� 02DT7 MTECO.INC. 02017 EASTEr.V METAL SUPPLY.INC. BERTHA HVTM A.S.S.A IL EC O �N�. . Accordion Shutter System KV.OADE$1 W/OR W/O H.V.WNDOW BLADE ATnerican Shutter Systems ' TILUT TESTING& ENGINEERING COMPANY •N O15CRIPTION DA7E DRASTN sr 1_C Association, Inc. t OLD Ts-Des 7 , DAM- 07/27117 ( 6355 N41.J61n.SL,Sta 365.75�1.w Gk4r4HS RIX't]A 3316 /27/ Otwne:(305)8]1-1530.Fy;(305)871-7537 4268 Wesicoads Drtve 2 DRAWING No e:Itec.OenL— QIr A�iQR4,' r.�4�gA.*hs E� 719 West PDIm Beach, FL 33407 i fJ1C •-• 44q��G 1NALTEn A.TWA.1.-P.E. 17-107 P.E. SEMI Tt7RE'DATE FLORIDA LK 1 44167 s SHEET 6 20 OF 20