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HomeMy WebLinkAboutProduct Approval li BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge ' Stats&Facts Publications Contact Us BCIS Site Map F (Ida Product Approval r 0 USER: Public User Product ARoroval Menu >Application Detail FL# FL1850-R11 Application Type Revision RECEIVED Code Version 2017 a Application Status Approved JUN 0 3 7020 Permitting Department Comments St. Lucie County Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 X561) 209-8263 bfeeley@f?asternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.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 L Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL1850_Rl COI_AMERICAN SHUTTER SYSTEMS, INC._1 102_CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt...2ftCOhpJQoelShOCDrfdDs7-b2inLQgznMcxp%2b7HAWw%3d%3d 5/12/20, 1:22 PM Page 1 of 3 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 .4..�:.,.....�.au�.w;�%u:« L::.�:,::.' ,,, �,�....Jws., -'' «:w;:4« ✓,.c:sS2�.:r.,, „ EC # MadeM, Nu„tuber or'NaMe ::m Descry ion 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Extruded aluminum blades folded together thru I Drawing# 17-103 retained by tracks to provide hurricane protectio Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11_IIAMERICAN SHUTTER SYSTEMS Approved for use outside HVHZ: Yes DRAWING 17-103 BERTHA HV ACCORDION SHI Impact Resistant: Yes SYST..PDF Design Pressure: N/A Verified By: American Test Lab of South Florida, Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party: Yes positive ASD load and 13'-0”for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 Ri],_A AMERICAN SHUTTER SYSTEM'. loads and spans on engineered drawings. INC. DRAWING 17-103_PRODUCT EVALUATIOI Created by Independent Third Party: Yes 1850 2 „ Bertha HV Accordion,Shutter Extrudedlummum interlocking blades retained' {Combo).- HVHZ 'D'rawing#17 102 : and bottom)'forstorm'protection s. Limits of use Installatron Instructions Approved for.use m HVHZ.Yes L1' RaJI AMERICAN.SHUTfm YSTEMS Approvedfort use outside HVHZ Yes „ . , DRAW IN17 7i02_ BERTHA'HVACCORDTQN H 'Impact-'Resistant Yes SYSTEM:PDF Design Pressure "NIA Verified By:",American Test_Lab of South Florida �'Other..Largd Missile Levet"D' ~Max. span is 131 2!ifor 30 psf Created by Independent Third Party Yes..' positive`ASD.load w/o�window,lbiade; 16 0' for'30'psf negative'' Evaluation4i ports { ASD loadfor HV ,blad`e;w/o window blade for conditions G1F 85Q R�j g MA ERTCq�y SHUTTER 'Y"STE ,✓ .; indicated on schedule #1,sheet-l2. And 12'-3"for:'30'psf DRAWING�7-1.02 :_PRODUCT EVALUATION REPO Positive ASD lead w/o window blade and 15' 5 for 30 psf Created 6y1ndependent Third Pafty Yes negative'ASD load for.HV2 blade w/o window blade:.See sh'eetsj number 12,,25, 28=and 28A of.installation drawngs;for other , spans'ancl pressures. 1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained 1 Only (HVHZ) - Drwg# 17-122 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850_R-U II AMERICAN SHUTTER SYSTEMS Approved for use outside HVHZ: YesDRAWING 17-122_BERTHA HV ACCORDION SY: Impact Resistant: Yes Verified By: American Test Lab of South Florida, Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile level"D". Max. span is 16'-0"and 14'-9" Evaluation Reports 9 p P for 30 psf ASD negative load depending on centermates and FL1850 R1_AE_AMERICAN SHUTTER SYSTEM: y, locking rod configuration for the HV1 blade, 8'-0"for+64, -72 DRAWING 17-122 _PRODUCT EVALUATION REP( psf load for HV blade for Keystone mountings 7'-0"for+75, -75 Created by Independent Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf. for HVS and HV1A working in unison. See sheets 7, 11, 20 and 19 0 htt s: floridabuildin .o 1 p // g rg/pr/pr_app_dtl.aspx.param-wGEVXQtit...2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp,�2b7HAWw/3d/3d 5/12,20, 1:22 PSA Page 2 of 3 respectively of installation drawings for other spans and pressures. I Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Col2yri9ht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement Under Florida law,email addresses are public records,If you do not want your e-mail address released in response to a public-records req electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487. Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department w! if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record. to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine under Chapter 455,F.S.,please click here. Product Approval Accepts: M WN ® ae[ " r Cir hard Safe. https://floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVXQwt...2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 5j12/20, 1:22 PM Page 3 of 3 1 +t GEiUERAL NOTES: 1..BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.b;)HAS BEEN VERIFIED FOR.COMPLIANCE IN.ACCORDANCE WITH THE 2017(6th EDMON) - OF THE'FLORIDA BUILDING CODE,THIS ACCORDION.SHUTTER SYSTEM MAY BE INSTALLED AT HIGH'•VELOCITY HURRICANE ZONES, TABLE !� CONTENTS-�*� DESIGN WIND Cams SHALL BE-QETERMINED AS PER SECTION 1620 OF THE A94VE MENTIONED CODE.FOR A Mid WIND'SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTEN I S SE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd-0.85.USING'ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM(A.S M) DESIGN Pitessu12F RATRNG8 INDICATED ON sHEETS.it THRU is. 19 do 20. AREA -1. HV BLADES M.8E IN ORDER TO'VEWFY THE ABOVE CONDRION,ULTIMATE DESIGN WIND LOADS.DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO-S.D._DESIGN WND,LOADS - BY MULTIPLYING"THEM BY 0:6 iN ORDERTO,CGMPARE TFH.SE W/tM.(A:5.0):DESIGN PRESSURE,RATINGS INDICATED ON SHEETS 11 THRII 15, X19 i,26. GENERAL NOTES SHEET 1 SYSTEM C COMPONENTS 1-20 SHEET 2 Al ORDER R1 VERIFY THAT ANCHORS ON THIS ADEQUACY OR IN TESTED,WERE NOT pVERSTRtLOAD.A 33 2 INCREASE IN ALLOWABLE wrm,.FOR MIND LOADS WAS LAB USED TI NED ANALYSIS.BERTHA SYSTEM COMPONENTS. Z1-37 SHEET 3 H.V.ACGORO10N SHUTTER SYSTEM'S A17EOLItY FDR WIND AND IARG£.MISSLE fHPACY,LOAD HAS BEEN VEFllF1ED.IN ACCORDANCE W(tH'SECTION 1626 OF'TINE.ABOVE MENTIONED CODE AS PER ATL SYSTEM REPORTS: - TYPtCAt.SHUTTER ASSEMBLY 38-44 'SHEET 4 -HJ BLADE 0•}0214.0.1-03.#0715 11-03.Q1004.01-05.01-214,61 IS,If 0317.02-06.#0609,01-10 AND 10210.01-11 AS-PER TAS:201.TAS 202 AND.TAS 203 PROTOCOLS &. 7' {-LL/ BLAT�E�AND#i220:O1-10 AS PER'TAS.201,TAS`202&TAS 203 PROTOCOLS LARGE.MISSILE. AREA . ., - _ WVV]NbON Bt ADD A -H%wmoow t3mtD &J0505.01-08 AS TAS 201.-202&'21M3 PROTOCOLS AND 0725.01-WAS PER TAS 202 PROTOCOL: SHU 2.LTV BLADE'0i_AND,HV WINDOW.BLADE. B ARE ENGINEERED TO WORK IN.UNISON WITH:EACH'OTHER CINDER THE GENERAL LIMITATIONS AND CONIOMO14S.OF USE INDICATED ON SHEET'19. "TYPICAL nON ET ELEVATION.8N NOTES ON LOCKS SHEET 5 - tNSTAtNATiON DETAILS A=F,CONCRE'lSj6LOCtS SHEET$ ,INSTALLATION DETAILS'G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PWS(HV SCREWS),USED AT BLADES KNUCKLE AND.FOR DIRECT MCUNT,CONNECRON TO TRACKS SHALL BE.#'14X2.75 AND#14X1..75 RESPECTIVELY.410=HT MINIMUM _ CENiERMATE DETAILS HV 'SHEET 8' SERIES STAINLESS STEEL SCRE>~S WRH t35.tl k1 YIELD STRENGTH AND:180 ksi'TENS X STRENGTH.PINS SHALL BE COATED WITH BERTHA'HV DACROSHIEW COATING SYSTEM AS-MANUFACTURED:BY APPROVED COATING.APPLICATORS,REGISTERED WITH,AMERICAN SHUTER SYSTEMS ASSOCIATION.PINS'MUST,BEAR THE IN MARKING ON THBR H=AD: CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL.ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCOTION ALLOY AND TEMPER AS INDICATED.ON SHEETS:2-AND 3.MINIMUM.YIELD SJIONGTH FOR 690-T6 ALLAY IS 31.7 kai:AND 35-7.ksi END C9NNECTIQN DETOJLS I-6, CONCRETEJI3LOGK SHEET 10 FOR BOOS-TS ALLOY, WXMUM.SPAN TABLES .. .. ;SHEET it S:ALLSCREWS TO $T BE STAINLESS EFL 30.4 OR 31$A€51:SERIFS OR'CORROSION Re'St57ANT-COATED.CARBON STEEL AS PERS DIN�5emi8 WITH 50.ksl:MIO.YIELD STRENGTH AVID SD ksT MIN:'TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND"SHALL COMPLY`W/FLOR104 BUILDING CODE SECTTON;241133. 4, ANCHOR SCHEDULE- CONCRETE SHEET 43. .: 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR.AIS 304 OR316'SERIES STAINLESS'STEEL WITH 35 ks3 MINIMUM VIELD'STRENGTH. ANCHOR:SCHEDULE- CONCRETE SHEET 14 . - ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 1'4A 7.SET:THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV SLADE'(D=12.13,14.14AJ.5 AND:20 ANCHOR SCHEDULE-.WOOD SHEET 15, HV'BLADE'(D&@ WORKING IN UNISON,12: 13:do 15 INSTALLATION.DETAILS M-R,WOOD SHEET 16 INSTALLATION.DETAILS S-X,WOOD SHEET 17' $.TINS BERTHA H.Y.ACCQRDION SHUTTER SYSTEM REARS A U.S. PATENT,¢6Y79.58ED 2.COMPONENTS OF THIS APPROVAL ARE'.COVER ,IN WHOLE OR IN PART BY U,S.'PATENT 15"458,174'ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL.SUPPLY,INC. ' 9.R SHALL BE THE RESPONsisuTY OF THE CONTRACTOR TO vERAY THE SOUNDNESS OF I THE:STRUCTURE WHERE.SHUTTER IS TO HE ATTACHED TO INSURE PROPER ANCHORAGE.CONFRACITR TO _... SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRIJ FASTENING TN CONTINUOUS CONTACT WRH THE Wil DING.TO PREVENT WIND/RAIN INTRUSION, MEA I HV WINDOW BLADE ON Y 10.EACH UNIT MUST DEAR PERMANENT LADfl:W A=Yf5t8LE PLACE.WITH WARNING NOTE:DURING:':PERIODS OF HURRICANE WARNINGS HOME DINNER,TENANT,OR.OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CEN€ERMATES AND.ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET'19 11.SHUTTER MANUFACTURERS LABEL.SHALL BE LOCATED ON A READILY,VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION=1709.9:3'01`R.ORIOA BUILDING--CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH,SECDOH 1704.9.2 OF THE,FLORIDA BUILDING CODE.' AREA 4:, W_ WINDOW BLADE.' ONLY 12.BERTHA RV:ACCORDION SHUTTER SYSTEMS INSTAIIATION SHALL COMPLY WITH 50ECS INDICATED IN THIS DR WING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDLD BY THE JURIfiOECTION .INSTALLATION DETAILS,METAL STUD WAILS SHEET 20: WHEN PERMIT IS APPLIED TO. .. 1&(9)'THIS,PXd.PREPARED Be THIS ENMEER IS GENEF&C AND DOE`S NOT PRONQE INFORMATION.FOR A SrLE.SPFINFrC PROJECT:,i e.WHERE THE SITE CONDITIONS DEVIATE FROM THE.P.E.O. _ - (b).CONTRACTQR'TO BE RESPONSIBLE FDR.THE SELECTION.PURCHASE AND,INSTALLATION INCLUDING LIFE SAFETY OFTHIS PRODUCT.BASED ON.THIS P.EO•,PROVIDED HE/SHE Wes NOT DEVIATE FROM THE CONDITIONS DETAILED ON.THL9.DOCUMEINT CpNstRtIC7fON.SAFETY AT SITE IS THE CONTRAC'TOws RESPONSIBILITY. (c)THIS P.E.D.WILL.BE CONSIDERED IM'IJV D t€ALTERED BY ANY MEATUS., TILS DRAVANG SHAM ONLY BE()SED To OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SP ONSI PROJECTS SHALL BE 4SE'OF-T$Y.A FLORIDA REG STIR RECORD. ACI OR ARCHITECT WHICH WIN.BECOME:E ENGINEER'EE RECORD UBMIT)FOR:THE PRO.ECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER[ISE�OF TNF P.E.O ENGZ,JEER OF RECORD,ACTItdG ASA 11FN.EG4TED.ET(GtNEEIt TO THE P.E.D.ENGINEER SHALL:SUBMRTo THIS.LATTER"THE�SITE SPECIFIC _ DRAWINGS FDR.REVIEW. {e}ORIGINAL P.E.D.SHALL MR THE OATE:AND ORIGINAL SFAS:AID SIM7URE OF THE,PROFT•SSOWC EWGINF.ER OF'::RECORD-THAT PREPARED IT.. tF�ffJlftlJllry)i T+ Q._r// !%e FLORIDA':QUILOING.CODE (High Velocity Ilurricarie Zone et+EpTn•, t/:i GY 2017-EASTERN'METAL,SUPPLY,INC. tr ' .....��1� BERTH/ HVTM /TiDric C►;arra. mSmS Accordion Shutter System *; ■ til. BLADE#1 W/OR W/0 ttV.t'+!r IN HARE L- A !ibriaon ShiMer'Systems I EVNNo OESCRIR ON DATE. DRAWN Br: n i. C: TILLIT TESTING & ENGINEERING COMPANY 01F� P N�t \ m3ac[ationA Inc. 1 OLD IS-=' /02/1 IaTE: I$loz/t7 \\ 6353 N,H:;GL:54,Ste. .YFGlMA f+47.iEN6,,FSDFtllM 331 C= T Phone e:(30,)671-1530.Fai:(3Gs)671-1631 4268 west hoods Di4m z n a iL URecnOoW Com We ,Pdlm Beach.:FL'33407 3 DR�tAWINGsyNro W fV O Lf�Q� .• '' FB x0062,9 Phone:(8DD)432-2204 Faz {5S1}249-$380 17-M -1 L4 WALTER'A THLR"Jr.P.E. 4 PE 5EA�St�NATURE/GATE FLDRDA Lk 144167 s ._. SHEET w 6 F20 eY � m a I ' c3'•'FOR If 060 8*LACt;�. a .� YAMES x'.448• .. 1.494' . aJ z• 4.371' E � 4.395" __� � a`�9�' �g 4.8s7 I 4.999" (ll bs6 HV SOLID BLADE �}pV UNIVERSAL FLOATER ars 0 0> QUALIFIED FOR STARTER COVERED UNDER US PATENT # 5458179 �;� QUALIFIED FORUSEYI/ C1i1AlIFIED 1Mi HYBLADEQ `...1�;DIRECT MO!!NT FIV BLADE�T,} E7 p� 144 WINDOW BLA1— 6005-75 ALLAY AND TEMPER - QUALIFIED FOR U81E Wf:HV 6063-76 ALLOY AND TEMPER. *SEE t1RilFATCON5 OF USE OF GLADE iS�A ON SHEET 19 BLADE 3.128' 1.500' 6063-T6 ALLOY AND TEMPER m, 6063-T6 ALLOY AND TEMPER — ve � 085' a.�qi 70` Z670* I ` _3.556" , hi t,� M` 670' ?226' mom, .. 72. o HV ADJ. ADAPTER_W/UP a 4ae- 1 r2 1.3r5 `w HV WALK—t}VER. TRACK QUALIFIED FOR'.USE Wj HV HV ADJ. FLOOR; TRACK 6063-T5'ALLOY AND TEMPER t RACK t 1-255" 3.7le ,6.J BLADE QUALIFIED FOR USE Wj HV V TRENCH T t ><r BLADE(S 9�OUALIFiED FOR USE.W/ HV QUALIFIED FOR,USE W/SHV n 6063-T6 ALLOY ANMD:TEMPER: VD 'BIAD£{1ONLY. � HV RAINGUARD 6063-T6 ALLOY`ANO TEMPER iv vel *£5 1.975" o t936 63-T6 ALLOY At2D TEMPER -QUAL.FFiED FOR UAE Wf FIV AWES i.'sW 6063-T6 ALBJ�OYEA D'TEMPER /.917y �y'--' Glax.t 17083: i m 'fit .483` .083` s,E 093" .691' ml rr 2 m� ' it c .043' . .093':1l. :: Ofip' �E" L.._... te70 .'s3 m ' t . ..f.. 4.2 lb .060" fix: 670 1:686' ¢ 670 # •. 3.20' o' E. '3.520•- ..� ( 3.529' ! 1p' •7 11 HV CE[UNG FIEA-0ER f4 HV HEAOERfS(LL 13 HD CEILING HEADER/ QUALIFIED FOR USE W/ HV BLADE(1'ONLY Q FLED FOR USE Wj HV BLADE T ONLY 6063-76 ALLOY AND TEMPER"' QUALIFIED FOR 135E WWj W BLADED- 1 HD WALL ff,USEER/SlLC SEE.SECTIONS FOi2.VAL1D SEE SECTIONS FOR VAL1Df Y QUALIFIED FOF USE Wj'HV 6063-T6 ALLOY.ANO TEMPER. 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. t T� 6063-76 ALLOY AND.TEMPER COMPONENT A 8 fl it 3�. 1' 1' .1562 ...+��� 'z' j STh1NC, b/8• t f8: Fl, 2' 2' .725` 18 2- 5 MAX. 0AW 0J92` 16 SIE ANGLES ALUMINUM ANGLES . 2,5" 7 MAx. 6.490• Drip'' 2606 CORNE POSTS QUALIFIED FOR USE W/ HV � �� ✓ BLADE OPALIFIED FOS�,,USE,W/"HV �, .. QUALIFIED FOR W/HV 6063-TB ALLOY AND"TEMPER BLADE 16 ONLY. c 4 2' g MAX. p;.39 0,737• 0 6063-16 ALLOY AND'TEMP,ER ? 6063461 ALLOY AND'TEMPER' pJslliriii FLORIDA.BUILDING CODE (WighVelocity Hurricone Zone) .t Jll,. •• 2017 EASTERN.METaL s6PaLr.Iruc. ., ,t 1•E`. M BERTHA HVTM C p� S Amord on,shuiter System TILLIT TESTtN6'& ENGINEERING V I Ii C. ■ wf � �� 1 14"M BLAIX American ShutteF Systems: Nov e�naiR Wa n KV. En, � S ATE OF cQt�aAtrr L 7 i a3ss r.s.asu sL sas.t wra oa�Ee y,no6w sate Ass a st.R.o. Inc. rWe 1 OLD 15-OBD /02/1 DAM- 06/02/17 • 4 426&West.Raade Drive. 2 ti PhpRe:{305)671 t w.Fox:,(3Lr5)b71-7531 DRAYdING.No iC'` (j�!(}(�• .. 44,, 1t mat tiRei;o4mtcam West Palm Beach> FL.33407 a - 4` 144 Ee-o0o6719 Phone::,(806)432-2204 Fax: (561)209-8360 - 17-122, tYN3ER A 37Li1T Jr.P.E 4 �y �jppTE' FLORIDA Uc.,N 44167 5 SHEET 6 2 of 20 i J 1111 1:111 .¢660 - _ .29.. t 4•-2601/2 1/4'-29 CAST ._.. 4.576' 735' 3' 6 FI tT NFV IFMS%FD 4 HplSRiC ETrAt1EL y 4•_p 22 a' 745" a 1 12J, V 'BANk9 PAINTm 71#AEADfD r'DfE CAST' �� � CRSS 1}1RN ri' (j � � � #:875' m 4.2=A. o i---- - ! p { y 1318' r- i. &sc CYI:rND6i �(C'M.E FLA TR. 11 .. • p B AEYS lCNR01!E {f31HCs Pv1TFD) .. '.ftoy R. .. .� 2•tiY��t �i9LE� T ;< L ,az5 a�`It kl�L-L4SIS NV EGRESS LOCK tlUALiFiED FOR USE Wj HV BCADEl 7&l ONLY �' _ 3.aza s75'I 4UALtFtED FOR SE W/t1V oUALIFlED OR USE W/HV 6063-TG,ALLOY AND TEMPER oUED FOR USE W/ HV BLADE(q& f ONLY 6EADE f � 6063-116 ALLOY AND TEMPER tG Hv ER _. > .gNLY_ .BLADES:j& ONLY: -0 ALIFIED;FOR USE.W/fiV�BLADE^f�ONLY 0.0• Syg- 74' 6063-T6 ALLOY AND-TEMPER. PLASTIC H&D �. 4A45 .32 sc 2 ` f .079' 1:753` " ; P t:RoO• t p6f•� .625` 'M i 1.7m.AFTER AiYETING- ' �7(' -06 ♦ /nny n DEPORE RIVETING TIiUM65GREW43 IL 4 ra-20 RIYNUT* t ; , '��e /� i { 4 nl .•� S.S.Q. SDMS 94ALutma u tzo2a-n A w*L-A0E,FLV=Rm 1 t i o m q .1_ SHEET mftsEf(T PART J EIM AS tAA.%FACIL,kD.Bf.AVM 1 . ... I.B,-, 'E CHERRY-TE%TORN.PA S!P.W,I&V'JUMIty e70547OR EUAL PLAN, FFANT a�vaTwN "T" LO G E ,`,ten ' "Ta LOCK HV ALTERNATIVE LOGIC 27 LOCKER FOR "T" LOC CENTERMATE OUALlnED FOR USE W/ HV BLADE(I)ONLY, g �V FEMALE T LOCK CENTERMATE � HY fi063-to ALLOY AND TEMPER QUALIFIED'FOR USE OUAtiTiED FOR USE Wj HV OUALIFIED FOR:USE W/ HV'BLADE ONLY' -QUAtJFiED'FOR USE LO HN STEM. ;ONLY W/HV BLADE,OI ONLY. BLADE Q ONLY,. 6063-T6�ALLOY AND TEMPER 6063-116 ALLOY AND TEMPE�RR'"' t. n' 3:161 _ • :? f a .063" . mm, "'iT"' tf T-SH0MDERRO I Oar -�' • v 43 i i t 6Y KEY CYLINDER 274"G^ 2114' ., ' cr ¢ tit-5'-Mbx. 3 O ��� 0 A w o f QUALlFiED FOR USE W/ HV BLADE t:_&,t:�' OUAUFIED FOR USE W/ FIV BLADE i & , amTERmATE, - 6063-T6 ALLOY ANO.TEMPER_ . . ET 6063rT6.ALLDY AND TEMPER. # J QUPJI FLED FOR USE W� HV BLADE f &'-.�, i m° VAReS, 72`W4. 1.130' 6063-T6-ALLOY ND TEMPER - 1/4'0-20 SS.69 3/9'0=.16 i i - TNtIMB[URN KETAL.$A7 f. _. yyb cYUNOat AM 9ETIAW tl OR KEY' :. t 57 M CYLINDER i t i.,KING ROt}L3 }jC}'. LOCK • ,� i ,,�/ 1 4%".Pa=20 AISC304 BY RECENT HARDWARE MORTISE LOGCS.SERIE5 7s]3_ry,Qpti=QpL2.::LOPl - 11-11 QUALIFTED FOR USE Wj HV BLADE(T) CJ F1V /$"�s-16 ACETAL S. " 6063-T6 ALLOY AND TEMPER THUMBSCREWS. UAUFIE S.S. THU�d�SGREWS� cLIALIFlED FOR USE Wj't Y�BLADE,01' .,�%� QUAL1FtED.FOR USE Wj HV BLADE`f° -R3 INSTAL11tTftlN WILL REQUIRE A 7jf i"HOLE t�UA1JFlED=FOR USF Wj HY'BLADE�}f' �� t CLED A7 TRACtfS.FOR PROPER EMBEDMENT "= FjtJstr�ssvi+ FLORIDA BUILDING `CODE (High Velocit' Hureicane'Ione � PL �.2Oy7 EASTERN METAL..SUPPLY..INC.. .,.. _ A BERTHA HVT 7Tr /r►//y�� Wil. Accor n utter stern {. iv.V NC. s .. ■ ■ N.V. BLADE#t Wj OR W10 FLY.AWN.RAM Arnecican Snuffer Systems REV.". DE%NPnoN DATE IoRAWN 9s U.L TJLLfS'TESjfNG &,'ENGINEERIK COMPANY Gn5/LW;'JCie.Si„5t 3G5..V.QMr6A GNUXP S.FLOMOA 3371 . Associaftant InC. 7 OTD'15-060 /02/7 TUTS: 06/02/.17_ Q Pirsne (305)6711-153D.Tax;(395)6'11-7531 4268 Wast:Roods OrNe 2 DRAWING NO r. t" West P91m.8each, FL 33407 -7 ts'�tir� )•u�yaT`y�p\�• ttttt E1 Phone:'{800}432-2204 .Foz:(561)2D9-8380 ;y. !��22,_. WALTER,XTIUff Jr.PX- FLORIDA Ui :/44167 s .. '-S E) 6 3 4f':20 i 1 t SHUTTER ASSEMBLY SCHEDULE FOR. HVA HV a/e' MIN. 12"NW. CE 41'. /,� ; TO BLADE o6zs' EKWAON Q1 j cE to aa75" m"�e =+—i 1 HV BLADE i t fl I v vnyoow BLADE .o�' �c oN x-x .00zs .us25" i f HV BLARE 1A j; a! BLADE'S `875 .Y HV LONG-RECESSED NYLON BUSHING 3 fN- H!�,SHORT IMU d=�u RECESSED NYLON BUSHING T PORTION_- (_ R1 7HV NYLON HAT WASHER (IDOR i g // 3750' .!1 HV WHEEL CARRIAGE AISI 302--303 SERIES ( '4 `�_.a t a i�% « rE( jle2 IsoX 0870"x3/16" THICK NYLON WHEEL �✓ ( '� ;z 2 7/a'Miro.( t 0.588'0 AISI 302-SERIES S.S. ' CLEAR RIVETS .315'm � BETWEEN ti#f#f#�. 403 3.7500" I sEP;,Itatt0ri i ! }( 0625 HV i 3/4 ACCORDION PIN W/, 8 HEAD'X EXT€RIORI e.O SLAM 3/4'(. 'ON CENTERS B LYT 7500 HV 2 3/4` ACCOROSON PIN W/- 8 HFAD C I CLEAR POLYCARBONATE-IMPACT RESISTANT HV WINDOW ( � # 1 DET SEN. TYPICAL HV WINDOW" BLADE�I��AND 1 j j t ( I - —. !POLYCARBONATE Ht/: tMIiVDC?W DElAtL Q OR —� or @ s ' {SEE nOTE foo j - RE UR IDOR 0 ; ~K POLYCARBONATF IMPACT RESISTANT HV WINDOW ( BAYER MAKROLON 3103 POLYCARBONATE" j 12'MIN-cL&wa+cE RESINS UV STABILIZED GRADE OR SABIC * oTo mmx aomm INNOVATIVE.PLASTIC LEXAN 103 RESIN (SEE NOTE "F." ON SHEET 19). ( (1)0,R 0 OR0 r �� (1) HV PIN(p SHALL ALWAYS BE USED AT ALL Ek EMOR 3� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ 14V O OR POLYCARBONATE SOURCES FOR HV (2)BLADE �(PICAL SIiUTiER ASSEMBLY { EXTERIOR f TUC RM&T. ': 7Twt 'PROP00= sw"m am uiusmr . N;T,S, 'HV PIN 42 OR AT tasFxok wmu/sawx• ; (2) HV PIN � MAY'BE USED IN LIEU OF (D AND ONLY AT EXTERFOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00,324-\ eLADE'S KNUCKLE (SEE NATE* FOR SpEca7e.6R lv ASM MZ 0.00 lAm'n. 0.443®Y BLADE WHEN CORRESPONDING TO INSTALLATION 411'. SHEET 7. 04 O c REOUIREMEMS) `SYR -S (i TENS0.E'Y$ID 6T'Li Ai ASN IxSSS 4 S07 Psi, A500 P,.s:u . T1E7.vR4e:�srKtscvT'e AT YfEtD ,ASTi!o]'Ri t2.Y2tpet, 13.400 Rei (3) HV PIN @.OR W/ 1/2".O.D: 1/115"''THICK S.S. WASHER: 4 :; �rsit u4 uus ASM o7sa awoca ve+. 34s.om v.ea SHALL 1�3E USED 'FOR DIRECT MOUNT INSTALLATION PER DETAIL_ X, P nr CO SHEET 1 i (, nJrcNEn zao 5Ta oils a.er-m! 17 cT-row WIiEEI CARRIAGE OETAIt SVOKE Sr m ASW 02843 472 x u:5 x.0 ASSEM@LY LAYOUT WE cc wooee AM 005 C-1 CAW o-3 cuss STM F161t100H ASM 01S2S 1040 Y 9a,6'F ;BFLti 'ASTU'.C155' Toolf'slW*7"MM MFhMt't= ASM '. 5302 Psi. 884Cf,q¢i. '(l-)'HV BLADE SOLID & CA HV WINDOW BLADE DETAILS '° `s "�' `�"'638 "" °°' N.T.S. 1`i ttr6sssnie. FLORIDA BUILDING CODE Iligh,1(e1ocity Hurricane,Zona 0'2017 EASTERN METAL.SUPPLY,INC. �4,«` • cars '` '+� BERTHA HVTM // Accordion Shutter systemAi `IL EC HV. MADE#1 W/ORW/O Rwwarw BLADE l t * A6er3aan; Shutter SysiemsF"it. DEsteiPRaN DAzz DRASR 8r: .N� �'•, R 7iLLi7 TESTING 8c`ENGINEERING COMPANY AasOClatlOn, Inc. 1 oto 15-M /ox/t DATE 00/02/17 ' ••.• '"K 6355 N.tY JWh:.',sL Ste.JOS.vmmA CM0EN5.E1mm 3316 2 0 West Wast Rands OTWa Phm;e:{�5}$7t-1530.raa:(305)877-1533 � � DRAV/,If�('r NO " �, tt a-mast:pttecvCaol:cam West P41m'8eocti, FL 33407 3. • EB-00067t4 Phons:,,{800)432-22CS4 . Paz: (58T)204-8380 4 .. 17-122 -ss�4NAl�6 e'd WAITER.A TIL L1r 4.P.e P E+SEs9 j9tfn VIVRE%DATE FLORDA Ue:8 x4167 s SHEET O 24 9.0 *Nt)TES O FIV LOCKS AND.CENTERMATES' X9"0 t`-1` "`�{ a t HANOATORY CONDDiOtt it ONE HV LOCK 2 or g,SHALL BE-USED AT 112 OF SHUTTER-SPAN FOR ANY SPAN �77 CEJ`-"01- °R6.r7�1. OR 12 ABOVE OR StIOW g2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTAISTION5 T ANY A g _ tc s u x s H u 'R•3'`"`L3' ELEVATION.HV LOCK 4 or .MAY BE USED AS AN INSIDE OR'OUTSIDE LOCK,ATTACHED TO OR ttw, ,f w <® CENTERMATES W/(2) 1/4f&-20 x T/2"LONG FIAT HEAD SS. M.S. LOCATION,OF LOCK SHALL BE A5 INDICATED ON T TYPICAL SHUTTER ELEVATION. 2 F7 nnR/CET11_FsG $ 1811,QI ,. TWO HV-LOCKS OR• OR ONE I1V LACK OR WI TWO �5jm�4 m ' LOCKING RODS O' AT TOP & BOTTOM SHALL BE SED F R�ANY SPANANp INS ALLATIO Ai'ANY ELEVATION. T HV LACK . - � � � �01?�.SHALL BE ATTACHED TOOR#CENTERMATES'W/SAME�SPECIFLCAT10N5 AS PER fga AN MDATORY CONDITION #1. LOCATION OF LOCKROCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL !1!1!1 SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. 11-F1va 3.QEMgtft , IF DESIRED.FOR.BETTER.PERFORMANCE,OR FOR SECURITY'PURPOSES:UPTO TWO HV LACKS .9 MAYBE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF-LOCKS TOCE. MATES.� OR�, SHALL BETAS INDICATED ON NOTE 1)ABO$E. _ o �uu,��.^^..�� �N ok��:�ixt1'at,�+ L � L0CAT34N OF LOCKS.SHALL BE AS�ENDLCATED_t3N 3PICAL.SHUTTER Et,EVATION. 64 ( /2 t$ USED W/M0 H.V.'LOCK l LOCKING,RODS(� ARE NOT REQUIRED AT }URRICANE POSITION, BUT MAY .. (}jy ... BE USED IF DESIRED TO ENHANCE;SHUTTER-PERFOT�MANCE. LOCKING RODS 5 OR AN ALTERNATIVE DEVICE 'ASS ? MAY ALSO BE.USED AT STACKING POSITION (NON HURRICANE POSITION). � I 1 5.MANDAJM CONDITION ONE W6 LOCKZt SHALL:BE'USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS,AT ELEVATION. HV LOCK ,or: SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK °ATT1K;l1EL?TO 0#CORNER CEN�TItRMATE W/(2) i* sa- 1/2^LONG FLAT HEAR SS M.S'TWO LOCKING RODS' g1. b4 ii AT TOP & B OM SHALL BE USED. LOCATION Of. LOCK SLtAU_BE.AS INDICATEp ON TYPICAL.SHUTTER.ELEVATION. MAXIMUM SHUTTER SPANSHALLBE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �. .,<.. / ffi vAD- 3 6. ONE,ALTERNATE HV LOCK QQG MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND' 1 1 env y� {NST TIONS'AT ANY ELEVATION.ALTERiLITE POCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK-ATTACHMENT i OF 1/4'm-20z3/a'S.S:THUMBSCREW TO 0 OR-0 CENTERMATES SHALL BE WADE W/ 1/4-9-24x3/4-ALUM..I RNNUT AS SHOWN ON SECTION NVE.SHEET 8,ONE.LOCK SHALL BE USED AT 1%2 OF SHUTTER SPAN OR Two I. LOCKS AT 4/3 OF SHUTTER SPAN. . i 1 t .. ... .. - 74 MAt:.MMRY COO=a MR KEYS A-=_IJ3TIN.G�Mra a MS. ONE HV LOCK a or @J.or @.SHALL BE SEE END —r USED AT 1/2 OF SHUTTER SPAN.FDR ANY SPAN OR 12'ABOVt OR BELOW'1/2 OF SHUTTER SPAN FOR SPANS UP' CONNECTION - - j T TO 96',AND FOR INSTALLATIONS AT ANY LS HV LOCK .or'e'or tf'j MAY BE USED AS AN INSIDE OR L$ON Y pETAiR F t ri Y 5 x L. t P Q e Y W x I OUTSIDE LOCK..ATTACHED TO,23 or 0 SYI METRICAL CENTERM:ATES W/(2) 1/4'-20 x:�1/2'LONG FLAT HEAD S.S.' i8 THP.FULL SHEETS ao - 11 CF t M:S. LOCATION OF LOCK SHALL.BE AS INDICATED ON.TYPICAL SHUTTER:ELEVATION,USE'OF LOCKING RODS 0 W/0 HEIGHT. OF CORNER OR TOP AND BOTTOM IS,COMPLETELY MANDATORY. x� Eo N#ttH } CENTERMATE. *NOTES ON HV T LOCKS AND CENTERMATM „si�me(6�< aza7lQraat 'F 1,' .. 11 VAID ONLY MR w Ir ti.� ! ONE ALTERMATE HV`f"`COCK' MAY BE TNSTALt.EO IN LIEU OF HY LOCKS 2j OR q0...FOR ANY SPAN -1) 100.:. `+. oeT <. • ( STALLhTLpN AT ANY ELEVAAON..ALTERNATE LOCK Y BE USED AS AN INSIDE OR DE LOCK ATTACHMENT OF LOCK�L�,}INCLUDES,lfSlNG REINFORCING LOCKER .�j,,AS SHOWN ON SECTION HVG SHEET 9 WHICH MUST BE <�7 ': 7�oa�6j+�7�j-�1(�v8?� CONNECTEa To CEt1TERMRTES AND!9 W% 1/4 ti} lox 1 1/2 LONG S.S.THREADED BOLT W/7/8'4'x 3/,32' WINGNUT OR W 1 4 0-20x1'SiS.M.S.ItiTO A t 4 Px 5 8'RNNUTY LOCK MAYBE INSTALLED AT MIDSPAN�OR,12" @ 08 ORCR 1 s• j W(i�=i s-09-iJ�`Z,— *NOTES ON HD LOCKS. Et.CENTERMATESe. 1 - :ONE ALTERNATE HD LOCK(3�MAYBE USED 1N'UEU OF TYPICAL.n.HV BLADE SHUTTER ELEVATION HV"LOCKS 4R FOR ANY SPAN AND WSTAUATIONS AT ANY ELEVARO!L ALTERNATE HD LOCK�MAY BE.USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO f4Ct{ j70 [S W/3,#3 d:3/6'PH.S,SMS AND INCLUDS5 :REINFFORCEMWr INSERT".S0 AS SHOWN ON SECTIONS HDBcHV6 AND`j{p(,r.Hvr,SHEET 70_LACK.MAY:BE INSTALLED AT MIOSPAN OR 12":MAXtMUM BELOW OR ABOVE MIDSPAIL USE OF LOCKING RODS @�IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE i h Vetoc4 Frurricane,Zone!) jay,,. 0.2017 EASTERN METAL'.SUPPLY; INC: ` BERTHA H IL 7-77o ,m�. A.S. .A. Aeec�rdion Shutter:System -ts; i Amedccn stsuttar Systems FLV BLADE#1 W%OR W/O KV WINDOW KAW '}' y (t -R* DESCRIFIM DATE MWN sy, MA:.. ` A4 �F TICCIT TESTING & ENGINEERING:COMPANY AS30C(CtiOrl, NIIC: 1 OLD 15- A W 02/1 DATE: Q8/W17 ��(•'.•/* �� 0353 N.W.36U...SL.Sb.305.VIRGi!tU G4R61N5.FLORIDA 331E _ {, Plsona:(345}D7i-1630 FCx:Offi T1-1531 4268 West Roans•Drive. z DRAWING'Nd ss�o AL���`�1111,s. Wr�TER EB-0006719 i t,g, Phone;(8 4)a32l 2204 beach, FL 3340709-5380` y 7 i 2 0 P.E.SET.LT'S16F1AWld DATE' rt.o<a�+i Lta 8 N167 5 SHEET c S' OF 28 i POURED'CONCRETE,^. POURED' OR CONCRETE BLOCK POURED CONCRETE REQUIREDE'� REOUIRED MACHINE CONCRETE ANCHORS _b - CONCRETE ANCHORS t / 1/4 SCREWS -TSEE'SCHEDULE ON / j' (SEE SCHEDULES ON E W/ i/�-20 z. CONCRETE ANCHORSSHEETSf3&.14A) NUTS 72'6.C. /tel (SEE SCHEDULE ON SHEET 13} /Y z OR 1 OR 4$ r£O--{-EO.. USING 1 4C-20S j USING 1/4"-20 NUTS. /''...: .250"Mox, , E.D; 13 OR .250 ' ;i V/ .F �r' y ' / ,l /�./ E,D. ,.{!�,t,/ /I "Max. r l . 1 1 I! Max./ / /✓f ` 'l/� f OPTIONAi.. 1�, i .7. ,.J �:A '._...OPTIONAL 1 Mg SEPARATION s,� - f{ _ •1d�M.sEPnwitioN TO GLASS(v GLASS SCFEWLE ON ( - (sem SCHEDULE ON-- -Dog N ti fF&Z BFALE i Dog �1� ; ti; �� EXiSfitSG� SHE&Ill �. -ty UN r M1N.SEPLASS' N I i 41. EKiSiiNG i ,� ` F TO CLItSS' ! 1 GLA.^r5: (SEE SCHEDUir ON'._. ' IXLSTiMG i MEET 11) ' r G'W'WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION. y� AWALL NEAR R 14STALL TION E%TSTING� t i TO GLASS WL EXISDNG GLhSS—i: _..... I. I ; M7rY.:S£PAti+tTKIN �' tn' 4 GLASS•--* I TO CLASS(SEE t 4 OR t - y r., i 1� GLASS EXiSItNG (SEE SCHEDULE ON—'u' }• . ON SST , MIN,,.3£PAZION TO GLA55 :SN£E7 Ii) ii FOR&At7Ei'11A46.m :.� ungON $ f—(SEE SHEET 1E1)ON ili: rIi �f [D rt oPrsoNu '.OPTIONAL ." 'i. _i/a`Mci.- .are, E. ;n 21111 { r D. T.� _ 49 E . OR _Ua'm-20x3/a ftln. ;_ PHILUPS TRUSS HEAD .� f/4"o-zOr3%a-_s.s.PHILLIPS �',4 ;$ EO EO-} MACHINE SCREWS us3NG. ! ✓ CONCRETE ANGLfoRS .TRUSS HEAD MACHINE SCREWS'. \--CONCRETE.ANCHORS �l T'j 1/4'-20 HUTS®12`OX.. t .(SEE,SCHEDULES ON (SEE SCHEDULES ON f ,, G(in: POURED CONCRETE ;SHEETS 13&14A)OR .( ( -20 NUM® 12 O.C. POURED CONCRETE_t SH'c£TS 13&1aA) / _,e rX i � REOUiRE�ORE{E BtACK,., OR CONCRETE BLOCK: - NCRELE ANGHaRS WALL REQUIRED HY WALL SIAL, INSTALLATION � (SEE:scH1 ULEs ON �j t1V' WALL. SILL �INSTAL#.ATfON POURE6.�CONCRk'fE_.. SHkETS i3&LAA} OR CONCRETE BLOCK `uA"REQUIRED (9) ROLL SILL INSTALLATION NOTE FOR COMB'NA1 NGF¢ST14H5 - .INSTALLATION., DETAILS: W/ i-SEE.SHEET 4 FOR TYPICAL.SHUTTER: C 0,. EDGE.DISTANCE: 5:0Fuse FORASSEMBLY (SEE SPpMCATKN#5 ON SHEET'k3) Z SEE LIk1RATKIN ' �j 2-MOUNTING SECTIONS CAN BE COMBINED BI.AOE•:SA ON THEE[',D SIj H Y ��DE,.. IN ANY WAY.TO S IT'AW INSTALLATION. .. .. rs _ .. .. FLORIDA BUI4piNG CODE High :1lelOcif,,Itucricarte Zone) ........ L r .. .. 6 2017 EASTERN METAL SUPPLY.INC. --- BERTHA HV ° ORKVS� E -oA.S.S.A. Accordion . WI TILLIT TESTING & EriMNEEMNO.COMPANY American Shutter Systems �Re o€seRFT1oN 1AtE DRAWN ftuL STATE OF *• Association, Inc. '1. OLD 15-0aO /O2/1 nklE, 08/02/17 &W,N.'&38tn.'St,Ste.385,WK+MA CJROF115.fLOAW 311 `)—a,un0ecooaatcmnOS)&7s-t53t Phone:(800 212264 Bauch. 33 2 DRAWING Na �t(''.'�„y F 33CO7. 3 /O Yao"'�`LL1, WALTi:RA TiUtilJr F.e 561)209=8380 : a. 17-1 22 PE jgTLR'elDATE; 'FLORIDA U. ++1si 50 `OW2Q POURED CONCRETE ANCHORS � Last SFVAwiwt" " CONCRETE .{SEE SCHEDULE ON:SHEET 13} iD aAss TSEE '"'' -'—" :0 " r aEau,REa x / EDGE OF u!i ra E(t' �, .SLAB.IF W SfiD7'19 n f (RS.".mYDxE IM.SEPAR1TgN. 1 I �✓ D# APPLWABL£ EX"-11t Qg': EXISTING Sxnr it) {SFETo GUSS� 0LASS ALTERNATE'S t ...! 10x3/a"HEX { _ ! ANCHOR c,x t - t• -,� J f✓'�il�� f`S' l 1... .1' x LOCAnD:y' i i i f T TTEKRSCREWSS 0. x ( 1 Oa.. �5 i ii i1i EXFSnNG 111/"'� ..r CONCRETE.ANCHORS I GL.ASS-j i i t=EE SCHEOULE ON 1 N t ,!. t f_.--4 SHEET 13) / /j EDGE'gf CLAS ! ...EDGE Or— / j t., �f L �)) t/` ...orf re / EDGE OF I,// / / l f./' ',. /�//' APPLICABLE .. 2. SLA9 D' A. / 1/2 T-*T f f EOOE Of j /.f • �/ $LAB IF j //I/ /1 wq s7�RAtrm ug+U„casiE '; - ,'” ._Sets IF r/ .../j /i Avr T,rrasLE ! c`'d j,✓' sai:uu0 �. APPLICABLE PWRED POURED c^, i -< LLL _ i '•----E,a. »TOR RADE, c ♦:CONCRETE CONCRETE,. .... i ', t A - _ .REQUIRED :E..0.* .D.* ' REWIRED; FLAT HEAD CONCRETE ANCHORS CONCRETEPOURED) {SEE:SCM£DUL.E.4N SHEE7CONCRETE CHTd) (SEE SCHEDULE:ON:SHEET14) REQUIRED V.HV CEILING INSTALLATION ( HV FLOQR - INSTALLATION t .HV tV� t (—QVEI�INSTAI l ATitJN 11 TRENCH INSTALLATI(}N VALID ONLY FOR UP TO•1-70• -75 PSF ASD. DESIGNS PRESSURE RATING dt FOR SPANS PER " SCNEDULE J4,SHEET 11 .. .. .: _ CONCRETE ANCHORS 1 x_ A` SSCHEDULES 1a_.ULE4S4AO ExSO SHEETS M4N. Pf2A)aN TO GASEXSTING, � �sy� �1 GLASS _O (SEE SCHEDULE ON I � T G�-`�""� MIN.:,SEPARAnON T t--.---(�.. SHEET-11} , TO GLASS wi SIM ti).. } i :f i ! -, 1/a-0 RPl:BJEDEX i pom Lf/ f' �,i/ate `""�(&E SCNEDUL�0 AWAzkv T!`etEACF'DR4 Q .. ' 7 t f i f i SHEET fi '.. FASTENFR4 TT*M+j;Ata7t(%Y 1 i r "ii�� MAY' L 1 3/i Nd1.ewsaA 3T a fi MAIC: ! ,OR S 5 / — tats/a*tiEK J(//�f //f j ac Far(Pas VW VAN AM WASHER HF1sD E r ¢'O.G FOR SPr tNkX,R ixY.ti ii. L_ - 'TEK SCREWS 1' p'* .�x`� Sc7d/�aT TO a 14x3)4' HEX xERD_Ji i 3fa'/ f i2`O.C. E / j%y.; ,(�. i ;1�� n")(Sam TM SCREWS 0 9'D.C. ! / `/ !-- 14x3 4'.S.DS. i 3 / I Fa,Mt UutfAT!Q`+Sj/ 3/E CONCRETE ANCHORS- e rf -�•. } /. �" iii i i ---MAX. OR 1/4:0-20 SS.u.s. i. - a 9'O_C. /1. l' 'j 1 4 SF�,uwr......�•.W/NUT®9 O.C- k -(SEE SCHEDULE.ON ",. rFylµ SHEET 14) � r 1 2 / c _'r- -- l' // Toa 78 i/2 Tn- j i : 48- 4 Lis ,r l i C17r "' / zO,A/ sS. US= oc CONCRETEANct(oRs' `SEE NOTE,13{e} h / ti ♦s'U.C. [ EwSTr c:r av s uacwnc 1 a ! Lam—•--zE.D:_ .:: .FQUKED C(k(CRETE,� (SEE SCHEDULES ON OPT:SHEET 1 �`'S€E.NOTE.33 } ...s,�2 DO MiN. WAU.TRM>( CAflAfM OR CONCRETE BLOCK' StiL-ETS 13& 14A)� 1 . 'POURED-CONCRETE aN.SHEAT,1, .. END. .. S41) REQUIRED' POURED ., .. 4ECGE OF OR CONCRETE BLUCEE . Miw. — �cotcRCLE oPnowAL _/ SLAB IF WALL FLOOR INS ELATION: rsEouRm SLi CONCRETE • •• 12EQL11RET) APPLICABLE H� ti✓ HV.W LL WALK—OVER INSTALLATION. f J HV RAINGUARD INSTALLATION t Q KEYSMNE MOUNTING INSULLATION NQTF FOR COR iNAnON OF SECTIONS: u ASO oE56N,PRE55URE+84.-]2 pe .. WXtbuttufu-sH1rz1ER BE SPAN;6-D• =EDGE TIESTFuVCE 'fr.MO NST WHEN.SHALT.ME t-SEE STiE_t'T¢:TOR TlPICAL SiiL1TTETY, Rr"I.AQVABLE WHEN PERFORMED SEE tlkli ATiQNSaF:USE:FOR INSTALLATION LI'ETAL.7 4.Y -- �...." i'7 YBLADE ASSEUBLY (SEE SPECiFICAnONS ON SttEt7 13} ADJACENT'FO,AN-OPERAERE f]61' gq:AOE to:ON SHEET 19 . 2-Ma1JNnRfG SECT1ONs CAN 8E C21., O OR ENTRANCE IN Air,<wAY TU suer Asir iNSTALLATFON. .. -- - r�"ice -- - - -r FLORIDA. 130LDING: GODS Nigh Velocity,.hurricane zone .. .. 1_ "" m 2017 EASTERN METAL SUPPLY.INC. 1jcElV BERTHA HVTM A. ,� � Accordion Shutter System I�: American Shutter Systems RE'V.No{v OESGRTF#ROHw/ DAOR NE DRAM M ;. TILLTT TESTING at.ENGtNe£ittNG'COMPANY Aggociation• Inc. , OLD,S-Daa /02/1 DATE:. 06/0211x' TATE OF �� am Mw.}*in..sc su sas v GFva waDEYs,ncrow.ss,6 ' a 42at4 Ytest Roads C&e 2 DRAWING NO t� { Fhcne:(3DS}a71 1ss6.Fox:t3Gs)szi-Tsai ` �Vf •...... 11e NAtTERH-nO67 Jr.F:E� west POim BaOC1i �FL.'.3341)7 4 s S 1 c* RaX MLUTJ Phana; (800)432-2204 Fox: (551)2aS-8:S8(} 122 P. P:E'^SE 1ftMTE FLDR1k Ls:.1 44167s SHEET, a. 7 0r.20 i Y INSTALLATIONS W./ 1 HV ON EM SHEM 16 a is SEE'NoTa ON Loom*Roos(3 i.m tnciL�r Q..w t o T 9a I AND ALTERNATE TA OIXc IS Oti sFOR S. �� �EX,STGUC CLASS - S� �*gADE sL4d(.l/EfAN,HVF IS VA1JD FOR 91 BLADE W HV CENTERMATES CENTEIWATTES,APPUCATM Walk UADEO SEE END WALL CONNECTION Eksr:NG CLASS DETAILS ON SHEETS 10 A I —.L---------------------L .7'x2 1/B'xa'-2• i ®.:�.�,�,�a, ��at[�9 / 3 1/4- 7• .8 ,12. 7 I t&o63 Tfl;ALLaY)'At!lti.. J OPPOSING SYMMET' YCAL i AhGL�NW/ 'm4 0 TA +. 1/2' �`.19' CONCRETECENTERMATES CENTERMATES. M,�,.SEPA1zAnaN �1aP/aoxtau}s tars7C' FIV `-- (a7iroAT/z sN EUlch-MY- }� oc:euu LENGHr W t0CK or W/ HV LOCK.Fi or ro,ctls (SEE_SCHEDULE ON �� '� .SHEEP tt). I vo 5 Sa * ' a � 2' 4. �Q•OO 'D+�� J4 >x 0 HVB HOTar HVC ��•l':l a'© `�'Q �.�. HVAQat�an O+�oa.$�,,za,tl,: as dRSRNG GLOSS - POURED CONCRETE.CR 0 0 ��c o __ r=____- I REt�� fa vas �Q. ! SYMMETRiCAt 6 , , NG t - N �'v M N sEPaunoN /f � CLASS i 8 8 ap t 9 3 oa 1 0� 9 sr:r ' CE TERMATES 8 f s a�8 •�j To Gtnss Q O Cam CLASS `�' (SEE SCHEDULE. m W .HV LOC 6 obnb,uL g . g 9 3 aR 1 an g SHEET 12) { Q `� MIN tINTER,OR) STOGTIONt LASS �. j 3. ... N OPTIONAL (0N sHEEr tS HEai} ( (INIMOR) _ _...—_...__.,_...— CRI F - - VAR15—.• /~ ANCHORS A n A 3 t. VARIES: 4,G ... ,,,__ `I "—t141 { C�'7 i'•-{.").77 0. O U I G'1/2" r ` OUT zExrEmotz) HVE HVF** HVD FLORIDA BUILDING CODE (Nigh Velocity Nurribone Zone JT '"« @'2017EASIERN METAL SUPPLY,INC. A BERTHA HVTM A.S.S. ,. Accordion Shutter System KL... KOE#t W/OR W/O R\io Y;NWN RADE: American Shuffer Systems Kv.xa. DE empim - ..DATE ,UFJM'8Y: N.L" 'TILL(;TESTING 8 ENGINEERING COMPANY Rl1 "'• *" �"�' t4 0=N.W.38th:St. Sle =,.Yt Wu A GARDENS„FtARgA 3313 Association, Inc. 1 a 75-080, !02/17 MTE: 08/02/17 �:�� Ptwga':t3os}s71 1531.Fas:t3JT-ts3t 4268 west Rods acve 2 West PDim'Beach FL 33CUJDRAWING No Y '•.; ��'.►,d a mm'7 tatecaoodanm ' 3 �S G G,,t E6-DDosr,s Phase: (eso)432-2204 Fqx: (5ST)209=8380 4 17-122 WALTER RP.E..itEl.tt.irP.PL � y{! gTE EIARm ua,@"t67 :s SHEET. I _ .. c 8 OF-20 ALTERNATE INSTALLATION W HV "T" LOCK 01 HV MALE/FEMALE " " L C S C TERM E ' - &. LOCKERS W 1 HV 13LADE *' SEE END CONNECTION WNtsDN sN>E1s to _18 INSTALLATION HV BLAbE IN I �wt4 u� ocrua Wwo"m ON r'a. C�OUT � 'N�°`�'"G"'� " . 1Nf HD CENTERMATES A9'WEU.AS-NDL-At nAATMG MADE OG6TNL ROD-MO, � 'tti4EOxm On THIS SHEET.W"ET.u=w;m Ras r # z 8. T • °B AU T"DErr&HMM SHONN W THIS SHEET. SEE END WALL COHNE(flON-- tlo'•®«®•�Q•Q;w. pEWLS ON SHEEM 10 ar 18 � O O �w0•t� Q�® x.axr n c{rA TAPWft. 6/t t (OP➢0'H4L) __ xgaC Mi iL CSXvcREtE.. StDPf30 N0a6� tOaQC:nn lQ+6Nlr'•... * !.--..,_- 3 N-- AT rACJi MNa C.C,TA) - I N (4)H.V � (4)H V YBN.StOL-so ; I / 30 HV. "T,. 1. 'PD1;(T'(P:) .e V e rats(Tm)'.. �5 (Max �.r '.I 3 LOCK (INSIDE) - ) wa DcxT., I SL 5 ` 28 1 .1 A } 3 %Y NI —t JX, 143 OUT 31 oR 1 \ l S7 wt 3(�2 31 oa S1 oR ? 2 1/4" 0-20 x 1 1/2" S.S.M:S. d. L 35*„ � SEE NOTE 6'FGR Hv LOCK@, # W/ 7/8"o x 3/32" WINGNUT.: (tom roNAy HDR—HVB OUT ( HID -MG ixM ONsttEEr.S. � SYMMETRICAL HD CENTERMATES ( HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES - '-1 oc E) OR vr/ coCls INT RI t Sam 94"kU"wit (wza-T3 Aua L.-E_hMGE naH p®�wj�•((,7�0,,�f8(yJ^��AI�O•�W 10370. S:.HlUlRTO �meYJ`"L','1•� AVOELtHE W TEXTOM.PARSWPM.NEW 3EW^f.Y �a•O.®w©a�.(y�w 07054 DR EOML.. v •,���.�a(a:mow 3 .... ti - #SEi trotES�rLocwH?a.s�si3 tm$rcaxs ov Muir s. ut1� �- yauD arR fu.tctrstwcuEx.AtT�cATw•,3 tmH3umEp. HQQ_- _V FLOATING STACK FLORIDA BUILDING CODE (Bi h Veloot .'Hurricane Zone ttf; ��+� d 2017 EASTERN'MU&'SUPPLY,.INC. 41r�t 'Ocr�(, ~•; = BERTHA:HV11a..: A.S.S.A Accordion Shutter System. American: shutters KV �aoE#1 W/OR W/O kV WINDOW Systems REV.N" DESCRYOON DATE OWN,8f. 'W_ TILUT TESTING &ENGINEERING COMPANY 6355 N.W.30th.;St Ste.3os.VIROWA GARDEN$:E PROA 3315 2W Wei OOd �Wiv 1 OLD 13-080 /0737 DATE: :o6/oz/t7 4268 m Ij ch. F 0334 2 ts�• ..r tt�4. Pn�c:t )s71 Ts3o.Fv.:CsOg)sn-tsar DRAWING No e a HnecoOodxPm West Patm BeecK..FL 33407 s { �A• ' �� t+ttt WALTER,VUJT fr.Pr- Phone: (800)432-2204 fGx: (561)209-8380 j �,;r � P E:$FiVy({(IUURLrDATE naRWA UG.0 44f67 6 SHE OF:24 POURED POURED"CONCRETE OR . .POURED.. ...CONCRETE :r. OR CC CONCRETE REp CONCRETE _ f CONCRETE _ ._ .. CONCRETE BLOCK WALL /' " a AKN UWEC1 �-"',7--"- BLOCK'WRLI REQUIRED // REQUIRED j / �i f WALL REQUIRED /•,�' i * /�,y% EXISTING GLASS F,'^r EXISTING CLASS . " >/ f.. EXISTING CLASS CONCRETE ANCHOR-., EXrSTITTC CL455 S''rMIN- �;a// *,is'O.c. f r �.2.1.41 _ .——.-� �'' TOO6w(SM Ski3.�'PAARIiEM f ?r I UK SEPAMOtd. • ,fi ...: SCPMLE ON SHEET J /� < / aN.SEPARATM / ED,�"x / TO MASS(SEE ff 11 FOR E."A0.°OAI$1 3 To a/Sa,(sEE. (/ , 70(MASS(SM, SCHMULE ON SHEET UR FOR (sos3-T)�GONL ON s#E(as e) f + ON D;ON%lEET 19�� 1. T.2 ,,,�. � f DTII UR M^tem 1T Fuz �3ssa1 ! iaEsa& f` 1T FOR 1Csum f F" t E E ONS%vp (LOCATE AT :SLAEFS:0& ALUM,CLOSER !� k§AdES �FOR ETM R SIDE, PCATE.(LOCATE .1/2 - } AT EITHER S� MIN- 1 ! I OF OF 4 ) Ile'MIN. - ;._i' ) I,+USE I-OR�2'MAX.. ... up t @ioxt/2"S.M.s. (A'S.APPLICV)x2 xt(8`x0'-2" iaziJ2"s.M.s_, -- - i&'oc: ALUM NUM CUP ANGLE - — __ t ®':i6"a.C. •• _�" _. ` (6QE3r76 ALLAY)AT MIDHEIGHT ; 4 (1) 1Qx1/2 ,rte 1 - �,;,_ ti (2)1/4".m.TAPCONS;ANCHORS TO _. SEE DETAILONE FO �OR n'A� t Eir�HER SIDE of 0L)a,CATE Ar! ,. SIDE CONNECTION L'�' I OR. s cortNEXciIole TO TRACRs �_ t (ISR 1 t)R i ��^^ SEE DETAIL X TOO 4 ' `" a4 a•,�w1" a SLOE COHNECOON _ ° •, CaGn rorRAccs s 7mamlo.. 1 f' I �) � '� TO'TRACKS 1 50+ ,'E:' ,c�>, ✓"' v^�;.«. t TD'• 3"�.l-'r "'rrte� .ua L--+:»J'�7.1 � 77.-0 9- 4 « Q 71 0-iJ(Y)-4- 6•7 6 7 s,;'1t�.• END CONNECTION DETAIL Ti END CONNECTION DETAIL: END CONNECTION DETAIL(3 END CONNECTION DETAIL 0 / - -u ltf X f CONCRETE BLOCK WALL fEXISTINGG ! r —EXISTING GLASS /,. POURED CONCRETE OR REQUIRED /, CLASS 4 �-•--{ f REOUfRE[I ONLY FOR'SPgIdS GREATER 7NnN 12�-0" MUT.�AR41[pSi ! / � �1 �/ .M:s x's ' �� 169M.�raaaTtoN / TO Miss(SEE / is,O.c TO MASS(S j� ��-�w�q SCt_£OULE ON 3�$yET, ./ .f SCHEDUI£ON SHEET �� •, •''` ,�„ r_K '` /c�-,-y0F5..�.` JOE? ✓'� 11 FOR SLADE VAFM � CONCRETE �.1J2MIN. T1 FOR+ (DANo FORy" ,__ `'I -- �f6.,J f" ON SHEET 19 FUR / .ANCHOR,4,=L, ON%M 9 FO (d OR+,i )OR ii I O'r,� R,C12 . ,CONCRETE E 81Ai1E5(1�&.6r� 12 O.C./,J t f v ANCHOR ✓ f �(JEO. x� / � _ yMN f 2•Milt .j 2 M'+N.f SEE:U!EITATIOHS OFUSE FOR BLADE IA ON SHEET 19 ORCloR(1,4OR1 .Yt� IEW �r (COR., p I oR.l 1`�R DETAIL �POURED CONCRETE.tlR . . >,6 r)a -. 10 �5 a � •. 'm g +" END INSTALLATION CONCRETE BCTicIt WALL � ' .� � fi7 s' �}7 '� Ua g'�«� ��. ,s- wC? 07k, �HV BLADE OR - HV WINaQW BLADE TNTC} Q '(9I_09. CONCRETE OR CONCRETE. BLOCK WALL. END_ CONNECTION DETAIL C5, fl «I •n 1 �'a YrNs ?sD COCTiClN DETAIL " FLORIDA BUILDING.Coal: (High Velocity Hurricane Zone 2017 EASTERN;METAE SUPPLY,INC. ',� � 4CER►g�;.,L�= p BERTHA HVTM A A Accordion Shutter.System. :+ ✓: . AIT16fiCaT! Shutter systems REY.P. DESCRIPTION DATE OPIM4 BY; eLL ', TiLLfT TESTING k ENGINEERING-COMPANY Ti ass Association. Inc. 1 OLD 15-680 /02/1 DAM 08/OZ/17 �� sxee.,um Stn 3p5.vutcn++oMOEns..noaw mTa � . AD.......... .4268.West'Roads.Drina � •• �" ` Pt�a u.:-(385)971 :Wt Fax (3135)674-i53T :3 ... DRAINING No y 1ti e-mau:4tteca6aa.com West:Palm Beach, FL 33407 3 . s ` �4 Fa-ODO8719 phone: (800)452-2204,.Fax:(561)209-&380 + �-112 ly Ni1 ti WALTER A::TP UT Jr.P.E �2 �IZJjTt♦RE/DaTE' FLORIDA uc 944167 s SHEET s Tc.of 24 Til SCHEDULE #1 BCH D _ - SCHEDULE #3 CCt1EdULF #4 ?k Rom: (1) Ldp:MAXIMUM ALLOWABLE SPAN FOR 4 O.SFPARATION TO Si Ac. EQUIREMENTS MAXIMUM SHUTTER SPMt�` IMUM SHUTTER SPAN*"L+' IMUM SHUTTER SPAN*"L+- SEN POSII`NE A.S.D.DESISN PRESSURE MAXIMUM SHUTTER SPAN L+" OR '1-" (TL} i2 "L-" ftINSTALLATIONS R. L " (fL> INSTALLATIONS RATING. FOR INSTALLATIONS W1 "L+" OR "L-'" (ft.) FOR ( } } L-:MAX..ALLOWASLE-SPAIN FOR A GIVEN (i) SEE BELOW FOR 4IN4MUM SEPARATION TO INSTALLATIONS W d W W NEGATIVE A-S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED XRNIN IEc i�Or or' W/ ONE f & W TWp HV OR & w ONE HV LOCKS I THE FIRST 30'-0"ELEVATION OF BUILDING NO LOCI S( OENTERMATES.. 1 & IE KS�� / HV LOCK or or or HD LOCK Vi/ OR LACKS OR TVYO OR W NO LOCKING {2}PROCEDURE TO DEfERMttt esiRtuM MEASURED AT BaitaM of SHUTTER. NO LOCKi RO CENTER7dJLTES & ONE HV LOCK. OR / SPAN FOR WALL MOUNTINGS,OR OR W NO OCKENG OCKING RODS �TOP/BOTTQ ODS FLOOR CE1UNC:. W/ ONE HV LOCK,® w/ TWO LOCKING RODS � / W ONE HV LOCK pR 1 (2) MINIMUM SEPARATION TO GLASS FOR:SHUTTERS . RODS *(SEE ,NOTES t,'f'>`� /. � -(5 (Y.iJD FOR MOUNTING:tjt 04STALLED�ABOVE 30'-0'ELEVATION OF�BUILDING. TQP & BOTtQM (SEE NOTES t:fi} R:' ♦ SEE NOTES t. . SHEET'7 GIVEN a POSITIVE A.S.D..DESIGN PRE ' MEASURED AT BOTTOM OF SHUTTER 15 3', &WOOD ux%RRty CONCRETE&54000 v. CONCRETE RATING;.l7E SCHEDULE,E MAXIMUM SPAN 7+" uxavus CONCRETE&WOOD INSTALLATIONS(} sDES" INSTALLATIONS a p�l INSTAL1A710Ns C) "`p�,�,i INSTALLATIONS � -FROM SCHEDULE. PFDES�MS M _ -----_' pRESWRE WALL.MOUNTINOS :>'_R�.wwe pN�fy.. PREN A�NEGATIVEIG Ag.O.'DESIGN ..{.. L- FtODRI£ER;ING aaTu+s & P.><msr FLOOR/CMNN6 MOUNTING PRESSURE RfcTMG.DETERMINE MAXIMUM M(N{MUM gEP,Q_RAT10N TO GLASS'SCHFDIH •. �— MOUt1TlNt; (pal.) T1pOR/CE6JNG,NOUttRNCS ("•L) ? R/CEx1NG MouNfINC {pss.) FLOOR/WALL SPAN'L-'FROM SCHEWLE y+Ip11T LOCKING RODS. OPPOSING (+OR_} 'N aR-) (+ox-7 Mp•JNrIHc SHUTTER W/ONE LOCK WALL MOUNTING (;30 1 TL+ (1' 1L-M L+ {`.D: i-{n) :L f {R) .: L:-(ft) L.i {d}. L-'Iii) ANAL.MAXIMUM ALLOWASLE'SPAh G . . . L ftA TRY 73'--2". .i6-D- 30 i2'-3'- T4 THE MOM DETERIifINED SPAN' 1;4'-9" 30 13'-1" 16'-0" 30 13'-2' 76'-0' SHUTTER INSTALLATION W/ INSTALLATION W/ BETWEEN',t:+'ANO 1--'. SYMMETRICAL .35 12`-8: tA'-{0` .12'-8" 14`-10' 35 f}`-g' i3-8' -„_35 t2'-7 15'-7' 35 12'-8' 14-10'. SPAN 40 _ f2'�-3` 13'-f0” RMATES t2'-3" _13'-10` -40 11'-4 12`-9" 40 i2•-2 '15'=3' 40 '12'-3' 13'-t0' ,(3)PROCEDURE 70 DE7ERMH4E'MAXIMUM CENTERMATES CENTE SPAN FOR.COMBINATIONS IN BETWEEN IDS" 45 Tf'-tY" T3`-T it'-ii" 13'-1" 45 it`-Y i2'-D' 45 71'-4 14'-3' 95 11'-it' 13"-1" 3 3/Bc 4" 50 11'-7- 12'-5' 11'-7' 12'-5" 50. 10',-4- 11`-5" 50_ ti'-6" 13;-7' .50' 11•-7' T2'-5" WALL l7/FLOOR/CEILING MOUNTINGS: OR LE55 .. >105', TO:MAX. 3 7/8a 4' 55 ii'-4` 'N'-10' 11-4' ti-10', 55 10`-6" 10'-Jt" 55 11'-3" 12'-11" 55' 11'-2" 71'-f0« FOR A,GNEN POSITIVE A,SA:,DESIGN' ALLOWED 60 tY-1' 11'-4' 11'-0' ti•-4" 60 110'-3" 70'-5" 60 II'-O' '12'-4' 60 tD'-2` 10'-71' PRESSURE RATING: DETERMINE s USE 2'1/2"FOR HD.LOCK(3 '�OR 65 10'-1D' 10`-t0" 10`-7' t0'-10' 65. 10'-D'. 10•-0" 65 '10`-9' -1T'-1i- -T.65 9`-.5" 10'-1' : Lt+=.MAX.,SPIN FOR WALL MOUNTING USE INDICATED VALUES FOR:N'V-CEN'[ERMATES 70 14'-6" 10'-B" 10'-2" f0'-6" .. 70 .9'-8• 9'_0;_ ,?El -70'-7". :1Y-5" 7O._ 8'-9" 9-4` INSTALLATIONS._ 9'-4' 75 10'-4' 11'-1` 75 8' 9` L2t=MAX.SPAN FOR FLOOR/CELING' MINIMUM SEPARATION 70 GLASS 75 }0'-t' 10'-1," 9'-TD` 76'-7" 7S 9'-4" MouumG INSTkLATRIN5, so 4'-1o" 4'-4" 9'-7- 9,<IG' BO W-0' W-0" 60 10'-0" 10'-9' StHLM W_/.ONE LOCK a MI LOCKING RODSaR 85 9'-6" 9'-6" 9'•-3' 9'-6- 85. ;8'-9' '.$'--9` 85 97-1. 10=5" FORA GIVEN NEGATIVE A.S.D.DESIGN WITH ONLY TWO LOCKS PRESSURE RATING: ' 90 9'-3 B'-3" 4'-0 9'-3' 90 8'-6' $'�" 90 9'-5" f0'-1` DETERMINE: SHUTTER INSTALLATION W/ INSTALLATtON'W/ 95 9'-0" 8-9" 8'-9 { 9'-•O .-. 95 8'-3' $`-3:,-. :45 9'-2" 9'-ID Lt-? MAI(.SPAN FOR WALL MDUrrrMG SPAN OPPOSING 400 E`-8' 8'-4' B'-6' 8`-9'- 100 8`-1' 8'-i" Ica - 9'-G' .9`-7" INSTALLATIONS. CENTERVATES CENTERMATES '105 $'-T T-T 1" 8'-4" 8'-4' 105 7--1 1' ]'-ti" -705,_-- 8'-9" 9'-4' L3-=:MAX.SPAN FOR FLOOR/CEILING 105" MOUNTING INSTALLATIONS, Ort NESS 2:3/4"•s 3 3/16' i10 W-4" 7=7' -_8'-2 T-111- 110 7'-8- 7'-7« fie 8'-7' 9`-2" wwmuM SHUTTER 115 -8'-2« 7!-3"� 8'-0" 7.-=7' 115 7'-6-_. 7"--3". 115 8'-4" .. 6'-11' FIN AL MAY(MUM ALLOWAELE"SPAN I5'E, 7105 TO MAX. . _... SPAN"L4'OR 1- FOR 3 i/4'""• - 3 1/4- 120 f4'120 8'-0' V-11" 7'-10' ,r-4" 120 7'-4- 67-11' 120 8`-2' 8`-9' INSTALLATIONS INTO WOOD TO THE MINIMUM.BMiEEfN'21+-."L2-F". ALLOWED - SHALL DE:LIMITED TO f05 'U-'AND"L2-' USE 2 1566"FOR HV"T"LOCK W 725 7-iil' 6'-8" T-B' T-0 125 I'-3' 6;-$" .f 25 $'--0" e'-5" - / 130 7'-$" 6`-5" 7'-S` 6'-9' u i30 7`-1' 6'-5' 130 _ 7'-10' 8'-1' PSI.DES LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL '"sr-USE 4 1/8'FOR HV'I"LOCK S�0 W/ .135 7'-7« 6'-2' .7'-4" .6'-6' 135 6'-lit' 6"-2" 135 7'-9- ,7�9' MAXIMUM ALLOWABLE SPAN,AND,NEGATTYE USE INDICATED VALUES FOR NV CENIEI�t'MATES: A.S.D. DESIGN PRESSURE RATING TO; t40 T-5" 5'-1 i'- T-;3' _.6`-3" - 140 5�-1T' : 140 T-7"' 7`-6' DETERMINE MAWA!UM ANCHOR SPACING. _. --..-. IINgALLAD90 LEGEND 145 7'-3" 5-9" 7'-1" ,. 61-0" 145 6'_8, .5-9, 145... 7'-V T-3` 150 T-2" .. 5-7" 7'-O' .5'-10.` 150 .6'-7' S'�T 150 T-4' T-0' �..��. -; CONCRETE�MANSORY WOOD 155 7--0 ... ._ ' S Y5" _ -4 b 0" S'-8' 155 6-6' 0-5" 155 7'=2 W-9" t H.V. CORNER.CENTERMATE 03 MAY BE - - lFiO. 6-T7` 5-2"- 6-8'.. 5'-6". 16p E'-5" 5'-2' 160 -7'_i 6'-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL-. A. B,C. D, E, M. N,01 P.0,.R, 1$5' 6'-10" V-1 :fi',_8' S-4" 165 W-3" 3`-1._ 165. 7'-0' .6'-4' SPECIFICATION5,SHALL BE AS INDICATED ON' MOUNTENG F, K'.gL L S&V, 170 W-9' 4-11," 6'-7" 5:-2" ,170 6'-2- 4-ii" 170 6'-11' MANDATORY CONDIROF7;$2 NOTE#S,SHEETS: FLOOR/CEILING 175 6'-T 4-9" 5'-5', 5`=0' 175 16'-1`- 4'-9' 175. 6'-9' $'-0" - G H, (, I1 t-S. T. U.W& X. 4'-B' 6'-4" 4'-10' 180 6'•-0 _ 4•.-$' 180 6'-8' 5'-;10• f EXCEPT THAT MA706£UM'SHUTTER SPAN. L+"OR`L"AND.mmiMUM,A:S.D. MOUNTING ,L, M" 185' W-5" 4'-6' '6'-3" 4:'-9`.. 1tL5 '5'-71` 4'-6" 1$5 `6`-7^ g•_8- DESIGN PRESSURE RATING FOR.INSTALLATIONS INTO'CONCRETE OR CONCRETE. - BLOCK SHALL BE UMftED SAS FOLLOWS: .. t80 6 2 4-T ISO S'-70` 4"-5' ., 19O 6'-6" 5-8" I- CONNECTIONS TO KEYSTONE MOUNTING''LIMITED'TO #64;-72 P.S.I. (�•.�� BLADE 195 6'-3' 4=3 $-i'- 4;,6 195 5'-9- 4'-3' i95 6'-5" 5'-5". ANO W"O"SPAN . F u ' "6'-0: 6•.-5' ,. 200 V-9� a-2- 200.. 6'=q" 5`_J SEE MOUNTING M ON SHEET 7. '245 6._D.. •:'=i" 6'-0'- 4'.-3- 205 5'-8". 44':t' 205 6._3. .. .. FLORIDA BUILDING';CODE Hi h Veta£it . HUrricone Zone) 6 2017 EASTERN METAL SUPPLY.INC. i BERTHA HVTM 7rll. EC b i,sc. A,,, ■; Accordion Shutter System 7 ,,may .. Kvv kAbE.p,w/OR:wf0 H,y wiIb*BICE r,' r AmpriC43n Shutter S storriS REVY. RESGRVININ OAT f OP.AWN 6Y: LE.t. TILLFT TESTING & ENGINEERING COMPANY y - ASSCCiONOfy InC. '1 am is-o69 /02/1 OATf: 00/02/t7 lY.� 6355 N.M.3St.$t,Ste M YW=f CrROENS,FLOMMk 33tE .s 4268.West Roads-Drive 2 PAai.e.e (305}871 153;F Faz:{30"a)671-i5b! LDRAWING No A �`t e871 t15 RecaI":(3. West P07In Beach; FL 33407 3 EB-0006719 Phone: (800)432-2204,.-.Fox; (561)209-8380 , 22WALTER R T U A Jr..PE: .. .FLORIDA Ue. 4111,7 5 2O '!. i :Ilt. •.:► »s/ w f•:#:a.'1.11. „1 .#I: �#' ZI<: ♦.. :3t t'f: :t+� a FIR;RUN.. " Ell ®' .,imam ' ,`r ,' ®Cu "�'r' M1' • ''rWm 'r�' 'ii.•�®•. . �.. 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' 4 i • 'ti � l 1`..��11,rte�, ,, 7•' •./ Association, Inc. ® flJiii� �. _ ®®_ •. ■ ®__-__ N�� MAXIMUM M ANCHOR•�'�ArING to 1 GH (SU F FOR A (YNR'"' 6!.sx cuLreiFQ SPAu .D. * � .. f� f I nQ ANTI A� C MIRMW TRE FM MCRM t t A A. - SPECIFIGATIOIVS ON ANCHOR REQUIREMENTS:P(}E)REp CONCRETE OR CONCRETE BLOCK SE)8S FRA NES (5[E MOUMINGS E.G.&H ON SHEETS 6&'"7) 1.ANCHORS TO.SUBSTRATE'SHALL BE AS FOLLOWS. POURED E (A) TO OUSTING.POURED CONCRETE:(00.Yc. 3 As. ILKolM UE WNL"SILL MOUNTING I 0 CEILING MOUNTING FLOOR,MOUNTING - 1/4'17 TAPCON WITH ADVANCED THREADFORM TECHNOLOCY ANCHORS,AS MANUFACTURED BY LT.W.BUMDEX.(W..1'c-3 Tsl) SPAN ASD.DFsiaJ INEGATIY£WAD ASD.:DESIGN.NE6ATNE{aeD psr' .As.p.D&SIGN NEraTn'E Lan' -ifa•0 k 3ja'ALL PDIHrs soup-5ET AIvcHOFtS..As DISTRIBUTED BY ALL POINTS SCREW.BOLT&sPECIUTY coMPANY.(Mia t`e=5 W.). ( - D TAP CON WNH ADVAJlCE6. '- 1/4:O BLUE TAP.CONCRETE ANCHORS WJ CAP AS MANUFACTURED BY FLORIDA FASTENERS bMCt,INC.(#Fen.re�-2 Inl). 30 40 60 75'9O 120 t.245 Sit '4O 60 75 90 720 164 205 30' 40 �rA' 75- SO 120 t6p 205 THRFvY7FDI2k�TECt4ENOI.OGY f jd'b TOFF-eR+ANCHORS As MANUFACTURED BY POWERS FASTENET INC..AND DiSiR�im SY ALL Poom SCREW.BOLT&SPECIALTY ' . 14 12110 9 1 B 6 55 14. 12. 10 H 6 - 6 6 14 12 10 9 8 8 6 6 COMPANY OR ANY OTHER.APPROVEL.LICENSED OR AUTHDRUED VENDOR.REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 '12 t0 4 8 8 6 :8 ALL POINTS SpU0-SET (MM,rC G.3 k6i) DR LESS 14 12 10: 9 8. 8. 6- 6 i4 12 10 9 8 8 6 6. :/4 12. to 9 a 8 6 -5_. BLUE TAP"W/CAP "NOSES„' . 14 12: -t0 9 8 9 B 7 74 12 8 8 6 6 14 12 t0 9 8 '8 6 :8" TAPPER+ Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE.OF TAPOON WITH ADVANCED-THREADFORM TECHNOLOGY ANCHORS AND'TAPPER+ANCHORS IS 14 12rMO 97 3.414 12 10 9 8 I 6' 6 14 12tO 9 a 6 6 5 1 3/4;AMD FOR BLUE TAP W/CAP AN.iCHORS IS t 1/2•. 14 12 70 9 8 8 8 SSt2 9 8 8: 6 4 14 12 10 9 9 66 4S t4 12 toS 8 6 4, 3.6 A2)NTO ST EMHE HAEKT'OF iJ4'6'X 3J4-ALL PO;NTS 5011D-SET ANCHORS SIULL B£71 1 IMO THE POURED CONCRETE,NOEMBEFbtEHF 14 12. 9 B O,- 6, 45 14 12. 10 9 8 8 6 55 /4 12 f0 9 8 B 6 65 BATA STtlGL:O SHALL BE PERMITTED 1 j9'P-20 S.S.MACHINE SCREY!USED SFVILI.BE 1 S{2''LONG 1.11A6MUM SHOULTI_STUCCO EXIST.AND t4' 12 10 -9 T.S 5.6 35 - 1t f2 t0"-9. 'e a 6 :5 14 12 t0 9 8 T SS 4 4:56C w " i'MINIMUM FOR.WALLS WITH NO STUCCO. 9,AOEON Stk.EF 49 5•-0` - _ ._ _ _ .. _ _ _ 14 12 t0 9 8" 8 6-4.5 -" .A3)94 CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR. t4 12 f0 9" 8- 7 4 - 14 12 10 9: 8 65. 5 35 14 72 f0 8 6.5 S 3S 3 CHORS SHALL HE LONG ENOUGH TO REACH THE'MAIN STRUCTURE BEHIND SAID WALL F!N{StiEa..ANt210RAGE.:SHAu.BE AS M.;GATED ON f4 12' SO 9 :S 7.5 4S - 14 i2 t0 9 8 8 6 45-1+ 52 tO -9 t3 6 e:6. .75 ,MOTES At)Ric A2)ABOVE.FOR:RNSTALLATONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 .12.9,5 7S 6S 45. 14. 12. 't0, 9 O 74 6.514 14 12 TO 9' 0 6 4.5 3.5' INSTALLATION-INTO EIFS WITH IAEFAL.STUDS.SEE SHEE7.28A _ 3.6 _ 6•-U- 14. 72 10 9 75 SS. 3 yt4 12 10 85 7 5S 4: 3 14 12 8 85'55 4 3. (B) T-0 T"InNGAPCON CONCRETE di.00K:(AsrM..c'-sO> 7a..12 10 9. a. 6.. - 14 12 t0 :e 1 6S 6 7S 14 .i2: t0 85. a 5 4. '1/4"6.TAPCAN WRH AT7VANCEO THREADFORM TECHNOLOGY ANCHOT AS:MANUFACTURED BY LT.W.HUItDDL 14 12 8 5.5 55 3 - 14. 12 td `9 8 6S 45 3S 14 12 t0 1,8 7 6 3.5 .3 -1/4'0 z 3/4•.ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED'BY ALL.POINTS SCREW.BOLT&SPECIALTY'COMPANY, - - - _ .. _ _ _ .. - _. _ _ _ 14 12" 10 9 75 65 4 3 - 1/4.0 BLUE TAPCONCRETE ANCHORS W/CAP AS,MANUFACTURED,BY FLORIDA FASTENERS DIRECT,INC. 14 S2 10 8. 0S 4. - 14 12 9 73 6 4..5:35 - 14 145 7-5$ 4.5 3S - '- - i/,4'B TAPPER}�ANCFiORS AS MANUFACTURED:`BY POWERS FASTENERS,IMIM,AND iW}RIBIUIEO.BY';Ott•POiMS SCREW,BOLT:&SPECIALTY 14 72 10 85 7 4 - - 14 12 10 9 7.5 &5 4 - 14 12 9. 7 7S 45 - - COMPANY OR ANY O'i'FIER APPROVED LICENSED'OR:.AUTHORIZED VENDOR REGISTERED WITH THE,AMERICAN SHUTTER'SYSTEMS ASSOCAT10M INC. :14 1117 55 45: - - - 14'. 12 10" 9 75 SS 4 - f4 '12, 9. 7 6 4.5 3 ' - - 14 12, 10 8 6S 5 3,5 ETES, t4 12 85' T S3 3 - i4 12 8 65 5S 4 3 - s 95 6 5.. 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP WJ CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND. TAPCON MSM i4 12" 9517-5.:6 - 14.-12 9S :a fr.5 ..5 - 14 12 8. 5 6.5 4 ADVANCED-tHREAL7FORM TECFINOLOGY ANCHORS IS j'. 73 eS 85, 5 3-6 - 14 12 10 8 a5' S - - 14 '72..6 6S 5 k 'B.2)MINIMUM EMBEDMENT OF S/4'ib.x 3j4, ALL POINTS SOUD-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK.NO - 14 12 85' 7 5S 4 � B'•-0' - _- - " - - - - - - - - - _ - EMBEDifENT'IMO STUCCO SiWl BE PERMITTED.1/4"0-20 SS.MACHME SCREW USED SHA1.t.9E 7 1J2'LONG 611MMUA1 SHOULD,STUCCO i4 15 75 '6 4 - - it it 7 55 5 35 - - it 0' SS 43 3S. - - 14 72 8 6S 45 - - 14 12 8.3 7 5S 4 14 105 7 55 5 45 - - EXIST,AND t'MINIMUM EOR,WAILS WITH NO STUCCO, 115 8.5.65 4 - - - 14 12 9 7 6 4.5 - - 14 it 7_5.5 45 3.5 - '.8,3}IN CASE THAT PRECAST STONE;PRECAST CONCRETE PANELS;PAVERS OR Mit'VENEER.BE FOUND ON THE EXISTING WALL OR FLOOR. _ - ..» 14. 'f2 E 8 5 i - . 10'-0' _ - - '- ^ -__ - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MkN:STRUCTURE"BEHBYp SAID WALL FRL5HES.ANCHORAGE SHALL BE.AS INDICATED ON 14 IDS 7 .5 35 - - - 13 9,6 65. 5 4 3, - - 10 75 :5 4 3'. - - - NOTES B.1),&�a2)Ate'FOR:MSTAL MEMS ON VINYL-SM-C OR FUFS WHH OR WR140Ur METAL STUDS CONSULT'tHtS ENGINEER. 14 tt 7S 5-5 - _ _ _ 14 IA 9 6: 5 4 - - 25 9S :6 5 4- 4 - :FOR'INSTALLATION WTO EG'S MOTH METAL STUDS SEE SHEET 20., O5 8: :5 - 14 12 8 6.5:.55 4 - 13 10 85 5 4 3 - 1.7•,--0' - - - - 14'10S 7 55 45.35 - (C) ANCHORS SHAT.BE fN5TA1tm FOLLOWING A71 OF THE RECONAIF]VpATtONS AND SPECIHCATI.Oid$OF THE AtNCHDR'S MANUFACTURER. 12 9 6 4.5. 4 3 - - 9 7 45 3.5 3 - - 14,'10 7 - -.- - = 14 NOS 7 55.45 - - - 1.5 85 55'4S .75 - - (p)' SEE'SCHEDULE BELOW FOR EDGE DISTANCE(F.D.)VERSUS.SPACING RELATIONSHIP WR'tJN,CHORS.. 9,6 7 45 _ _ _ 14 11.5 75 8 5 - - '12 9 6 4s •4 - - = EDGE DISTANNCE�VERSUS tt1AC1NG;SCHEDULE FOR ANCHORS:: T2"^i}' .. -..'13 ttl: fiS 5' + ^ 1:5 BS 4S _ _ _ f1 8 SS: 4 3.5 8 6 '4. .3 - MMMUM ANCHOR'SPAC04GS ARE VAUD FOR EDGE:DISTANCES INDICATED BELOW,FORE D.LESS THAN THE INDICATED,REDUCE 35 95 6 - - - 13 9S 65 5 4 - - - RS 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING-SPACING SWW N ON SCHMLE BY:TINE,FbttOfYING"FACTORS. 9..6S -' - - -- /4 45 T 55 45 - - ti 86 55.45 35 - - - REDUCED SPACMO:OBTAINED USING FACTOR SHALL NOT BE LESS THAN MRiEMUM.SPAt2NO INDICATED FOR EACH'ANCHUR..TYPE. ,,: - - - - - T2 0 6 4.5 '4 - .FACTOR 13'-0- OS 8 �- - f0 7S ':5 -+ 3 �'' ACTUAL tz` s, s 45 4 - -, 9,5 7..'5 4 - "' - - �' ,/ �E E.D _ TAP W/CAP EaGE 'W/AwANCFn t ALL POW SOtlD sEf BLUE MTAPF'ER t E IMF I 8; 6 M. 65 5 .-. _ _ _ aS 75' S 4 OtCTANCE MIN.SPACING - SPACING - _ _ _ - _. .. .. ..-- f1 8S 55 4.5 -: - _ 31 4" _ - 3.3j4- 4 . 14'-0• _ - -- - 7 5. 35 3 - :^- - _ ...D R71i7ED OS[RETE L d]E BU%X P cO £CTE CRETE j&'F POURCONCED ETECONCRETE & POISEn'C�TCl7L7E.OkA3EiE.Hnpt 10 TS - - 9...7' 4.5 3:5 ^ 53 a 11,8 SS 4+S". 9. 83, _ _ V W MM EA-3 Itr EOL ED-2 I/2' NOL�„j� MN ED.=3' ER=3 1 INK Ea a2 1 7.5 - - - - Iz'. S' a - - 0.5 & s _ _ _ 1s-4- 3 - - T _ _ 65 ss -. - -`c 5•: ADE WORKI , - _ = - - LIAISON - 10 3' 0.90 '1.0 ,. D.781.0 O.B4 1.0 21J2` '.O.Bt :O -. "0.67. 2' ...'0:71 = •. 0,54 7 _ _ "` _ 45,LS SS. - - - - 9,65 45 - - - t 3f4' , m .-. .._ .... .. .0.43 - FLOR(DA BUILDING CODE (High Velocit Hurricane Ione 't wk k'rll.N- 0.2017.EASTERN METAL.SUPPLY.;INC. G G''d _ BERTIA HV T. !L E C 0 .Nt. A.;, Accordion Shutt r System re v. w w10 tv w 9baq+mAm • '1tE :7} Amadcan Shutter Systems TILLtT TESTING ff E1'ICINEeRtrlc.COMPANY P.Ev..N« DESOwrffoN �DATE 0R7.'NN BY: M,L .pf �x • 6354'N.W.l6U.St s!e 383,Nfk6WL5 GA6DOt5.RAWOI 331 A3$OCtott6n. Inc. -, OLD'TS-Ot50 j02/1 .DATE .08(02/17 (30S)87I 1530.F -:{3DS)871.-1531 42$B West Roads Drive 2 DRAWING NO 0. A�tt` o-hwa Olt c..ft l.com.' 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Fox: (561)209-8380' 4 i f-122 +•'•. ,� lit WALTER.A:MUT Jr.P.E. :FLONEIA Lk-;9 44167 a. SHEET 6 15 OF 20 I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ,D HV & IA HV* BLADES (AS. APPLICABLE) ,MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS .INT6 WOOD WITH HV BLADE(fONLY :SHALL BE LIMITED: TO 105.0 psf. A.S.D. DESIGN PRESSOE- RATING, SEE SUEET 19 SOR-MAX SPAN Sc A S.D -- T t/4 0 TFPCON WDTt ADVANCED DESIGN P SSU E .R i G Oil I ST l ON W TH Q E`• ORKiN IN UNISON THREAOFORM TIE-HNOLOGY tt_.... =11, f4 4 TAPCON%H h€RJAttCED, . `-� - OF t SJ2'tdm.PENtIRAttON -j THfTEADFOR61 TECNHOLDGY - .. .. -�-- t of TtfItFADED PREF TO �' 2 ; .. f jj EXLSDh'G-W000HEADER. ,/``•` 2 - N.PENE€RATIDN S f- .� t tt t b � ,J 0 THREADED AREA TO q f OR tj (SEE 5GHEDVLE.ON.SHEET 15) ' ltlN.SFPARA7€ON f f t r,. i'"� ""f EXISITNO WC304 HEADER q MASS Ism { f 1E jr1 (SEE SCHEDULE ON SHEET 15) q I I OR(q r € .. t 8 � rf '! - r F t"�a 2Ox # MACHINE SCREWS S ON 78 OR 4 �/F s Yt1TS®,.'127'D:O. 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EDGE OF�OECK #._ra ._...�--+�-=--•...-^ _�,__.�...:.. " , .. WITH T PHILLIPS TRU55 HERO �•APPLLCABLE - _�. F "" ...,,„ VANCED THREAOFORM t/4 a TAPCON WITH T MACHINE•SCREWS . ^"- -_ ?` HNOLOGY W 1 7 - ADVANCED THREADFORM M'n. 4�tlF E / /2"Ntn. L2 A TECHNOLOGY'WI.T 7/2:Nin. W/,.,/4'-20 NUTS' 2 IDN' I.� .,_-_'- 2 MINEtAAT10N OF'THREAI3E#3 i 2`d COPT. PETIEMMON OF THREADED t2'O.C. .. •'-. GAPP jCAABLE i• M@W(OiH.OF WOOD ..SILL PLATE 'AREA A9 MlfltSXD7H OF V1DGD L/4'6�TAPCON WITH ADVANCED THREADFORM TECHNOLOGY—• _ PLA E. REO'D. PLATE' WIT 712'Mim PENEL#LAT1tIN OF THREADED.AREA WTD WOOD DECK. '$CfiEof3LE:ON SHEET'15) ' (SEE SCHEVJLE ON SHEET-1s) (SEE.SCHOLU ON sHEEF is) SEE LIAsrAttONs of USE cm L .. V WAI.IC--OYER INSTALl11 !'�OP! 4. Bttd36 LGN.SHEEC t3 31 V` HV WALL SILL INSTALLATION WW,)HV FLOOR'INSTALLATIOPI FLORIDA BUILDING CODE Nigh Velocity' Hurricane Zone .. ...... 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Sulam 5W�llE 01t 8§'ci L \ '1 1"` ✓ .`.f,,.r, IS FOR MADE:.'OAM 4. .....t../ WSHEEF 19 FCR I Il FOR aAnE4JA•a; lON SHEET Fm - .. i. i 5�2•.arta l I _:L, -�f'--• 60 OF 80OR 10,O-Z I> - 4 �M M � . 6 E .� .: .t�L����wooD wvVIE• taY STUDS RED. ���3�•�Qa"`ups �'� s�x.83�d END GONNECTI£fN DETAIL ; SND Cly ;ION QUAIL, l 7 FLORIDA BUILDING CODE High Velocity Hurricane Zone) r ,,���•� � 0 2017 Eh:4TEEtId MErAt,:suaPLr INC. r BERTHA HVT. M . AccordioShttSystem /_7M_L_Mc_o_, � � . KV. , wrASS . WO Kv.WIDOW U9E American Sttuttbr Systems M.N. - DESCRIPTION 04TE -C 4M Err....u:L, TSLCR TESTING & E[iGINEERING COYONAX 3 • � ��1IG I'�� �».,. rx5 Kw.aero.Se.Ste.3W:wtwru DN+aa±s:rtoa�c 33T Assoctotiori. Inc. s ar.D rs-aaD /oz/s naTE: 00/02/17. /�--,-1�4-.—�;.°. 7._tit pt�i:,e,(aos)57s_ss3o:E taDsN-1531 4268 West Roads Drive 2 DRAWING No :rtf, ,�il3i� ' 4 s, a-mcal:M.C90aa.— Wast Polm Beach.FL 33407 3 �f A 0 E8-0006719 Phone: (800)432^2204 . Fax:'(501)209-8380 6 �:f—'1 2WAIL, P =SATE FLOADA U.F 44747 a SHEET 1$ 0 20 i • GENERAL LIM [ONS AND CONDITIONS OF USE FOR BEITIM nlHV 151LAIDIF ACCORDION SRO=lam WORKING IN 1.MAX A.S.D.DESIGN.PRESSURE RATING+110,--9T0 Ps.1. �t 0> (0>35. 2.MAX SHUTTER SPAN•96." . S.ALLOWED MOUNBNM-A 0,C&H 0N;SHEETS 6,7;AS tYELL AS MOUNDNGS M,O,T.U.&WON:SttEETS SB&-77. .. 4ON{ CFNIER7.ERTESa OAR.aT EXTt7tCASE ACCESS SIDE.OFF OPPI jiNC OT AS E INCLUDED ONLY t5 ,„... CEMERAtA �•:/ (� 1 5.(A)tN'OCOW Bt-�SHALL ONLY"'ALLOW A W=W OF:5 OPENINGS 1„J a@ 1 '.s a (3'P.ROTES)FOR®PER' .E AT SPACINGS SHOWN CN7�SHEEF 4, TYR.&t.END i i (8)6NK;CLFA4AkCE TRDM TOP OR-.BOFIOU.EDGE.OF HV WINCCliY.BL10E.i — (i •-.._ OF ANY:3`a HOLE FOR®SHALL BE 12'. MAX.5 WINDOWS ¢ 'a .ta. 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TYP TOP&BOTTOMW - 'Z I,cn joa _a��' SHUTTER SPAN MINUUM SEPARATION TO CLASS ' -_ . NLIMITED WID1.1 .. �:.7. 96'Mmr. 5' ELEVATION IMSEFARA=4 TO GLASS ae[ t2 Frn L (G IXLSIFLG GLh55, P. // , •TYP, $YatM CENTERNgTES�•�, . � �^"__:,..-_-----`-.,.:_.._..._: A ��.. } W/ GRAND.. .+•.,�.�.. �r''� _""^_-"---,+,__.. .__..�� r..'.-. E2 f. W/o (se> NOtE x AB A E) PLAN TYPICAL rl) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (gip, SHUTTER* FLORIDA BUILDING CODE 111'h Velodt„Nurricone Zone .. .. ...... LtT �k gypit! _ .. �3 2017 EASTERN METAL SUPPLY.ILD. a,,r'` � ••• �,�,= BERTHA HVYM !�LIE �0 , z, : Accordion Shutter System, FLV. EVADE#1 WJ OR W/O KV.Y WOW RADE Tk' j'J t Arner{C!'ltT Shutter; stems Rrvaw... 01:50"noN DATE ORAAR ft ML . x TILLiT TESTING &;ENGINEERING COMPANY Association. Inc. OLD 15-M 06/02/17 DAM 08/02/17 STME OF • 6355 KW 36M:St St&705.VtR.WIA."MEN9.FLOFWA. 1 !� 37 4268 Mast Roads Drive. . a Pt,e :(3ps)s7r 1370--.Fai:{3as}s7r-rs3t 3 DRAWING"No � .•�,��{'��.,' Z(a,as c-mal:a'Deeo6aolxam West Patm Beach.'FL 33007 ;. . �s �'�ala EB-OOD6716 Phone:(800)432-2204 Fax: (56t)2p9--8380 17-122 Lt WALTER-A'-TIWr Jr.P.E. pz» floROA U..,If 44167 s SHEET ...........aa 6 OF 20 VARIES INSTALLATIONS V f NV BLADE & "NV CENTERMIATES e tam e'x, x'0.035'T)9tCiC `' Wry ASTM A-653 'ME 4D 2•Max. I INTO METAL STUD WALLS. C-60 GALV., METAL STUDS AT 16"O.C. — 0�6"O.C. 4M4.1 f�H 3 o N4MiNAL W i/2• 475 `3 * NS A 0 °: 74LUb11NUM SLEEVE FOR BER Ei 0 t� �c s0e3-T5 )�LLor .t3v "mp. 'I , '6 1=DA (11 ry '- SYSTEat 1NST'At 4 A710N TO_METAL.STUD WALLS .. : ,�!', tE3/04r 6utJs irMOA35'IWt7f 43C , .�J RATION TO GLASS SCHEDULE CONT.GALV:SfEEI TRRC}C cHraeH¢L.I 1 - , ' 1. MAX. AS.(1. DESIGN:PRESSURE RATING: t?'S, - 75 B f '-- —Max:- ASTM A-653 GRADE 40 Mn.0-60 1 a 6"O.C. ?� p' •' GALVA4RE0 FASTENED TO SUDS ' J �:1 ', a _ ..MINIMUM W/(z)jfiiil/2'TEK SCREWS ON. `-OSTIA m.0 CABLE , vi 1Ns>:taaTt u ExTED1O0 Race � 2. MAX.SHUTTER SPAN: 84" SEPARATION -i&LENGTH 4 1". . MIN,SEPARATIQN ITO GLASS EXISTING GLASS—+fi-- To GLASS 3. ALLOWED MOUNTING.Q ON THIS SHEET: 43 1.f4''s6 20X3" BOLT �+gC (5£E-SCHEDULE) y 3 i/4 PENETRATE 4. ONLY ENTEWATE 21 LV/ 2A HV LOCK'ARE'ALLOWED. ME}S7 TE 3c,}" Ewsnm FWSH WITH 2f AR GED A METRICAL LAYOUT aEau,t 0 MvmauM fia.e. {5 APPLICABLE T USE. (2} (6" LONG. MIN}Mt)hA) MUS ALWAYS BE 1.srs"j s 3 4 x 6 T/4'x 0.036•TMCK tb:� Z50" '• -( .050' cord,Guv.s T Et.TRACK auwNa 43c 430 ,, INCLUDED AT ERtOR OR INTERIOR ACCESS SIDE OE 1 n ASTM A-653 GRADE 40 M I.G-60 I s I, �._- cuvANW FASTENED To.sTUOs + 1 t @ 6"ac. GENTERMATE. W/'(2)j6x1/Z TEK SCREWS ON MSERia.R do EXTERIOR FACE i T t .-�k .. 1/4OB=20 T('IREAD$ I ti 'I"k BLADE SLACK DETAIL HVF IS VALID ALSO FORpfrf E} U r2 J cENTERMATE:Zi APPLICATION Wn etADe.sI� PRODUCTS EAR-10K WU dab REOD6iE0 M;NDaUM VAMES J 0 6- OX. COMPONENTS 16-x1 1/2r 0.035"THICK, 2. € Min.ASTM&-653 CRADE.40 Min.C-.60 CALM STEEL € MS WALL HEMER/SILL INSTALLATIONEXISTING FINISH AS APPLICABLE METAL.STUDS FT 16"OC: -(2YP.TOP'de BOTTOM) _� •_ ...._ _.._ �~_.__..._, ..._-. — ___._v~ _i. _.i.. _ T 03H/T4'x 6 T/STS.0035 THTC;Ww. i C .CALV. TRACK CHAt EI„ LET05TIKC GLASS . - - - -. T j �653 GRADE 40 MI�n..G..I,EO FASTENCOTO4 .. j ' "t2)jsx1 j TEK SCREWS ON SYMMiETRYCAL R SYMMETRYCAL I M[Na SEPARATION, Ii - I i T EXTERIpR ACCESS SIQE' i i i I SEGPlARisAsTION Vza'x ,I tI RIDRkEXfRO;FACE 430 CENTERMATES VlI (SEE SCHEDULE) M4CEEINTERIOR ACCESS SIDE l s^(T1'P.) MN.SEPAR4TAN To Ows IN SEPAR4TM TO GLAis' !N ; W/,VaM UXX CIE's) 6'.Mm. wj w saE LACK W SUOULS -_ w 1 „ — -� _ 21 .r ; X21 1 LOdAT a AT,t2, 1 _ .. r' •I .. _ :\ __ _ _ EADER/SILL ENDS DS H -- — - - – VIEW Y 24 � SIDE CONPIECTION TO TRACK .;12. r._—s 1/4'(rYa.)--}� _. r 6 T/z'H",SLACK :*# 1/2•(TYPO Ilitp `��fittutur, j (jE [ACK DET'j,� fl ff VC. FLORIDA BUILDING CODE'(Nigh VelocityHurricane Zane. •••, ,�.= .2017 EASTERN METAL SUPPLY,INC: o�NS.'•'' `; ,! BERTHA HVTM .. 7 A & S s 7T71� E c o �I~�. .. Accordion Shutter S stem H.V.BADE#i W/OR VICS PLV.wl �17E i T}LLIT'TESTING k'£NG)NEERiNG COMPANY Shutter'Systems REY.No DESCRTPTTON DATE DPAwN St: m.L JV W. MS0ci0ti0nx InC. 1 OLD 15-08D /02/1 DATE: 08/02/17 . '^+ 8735', .w: tx.54.6te.3C3,4htWUM1 CJa2DE719.nD1T1RW _ •. 1`A Pne:(305)87t-1510:Rot':(`05)671-1535 4288 West Roods Drive 'z ph-. - DRAWING No 1tr —1h.11Mco0aalwm Wast.Palm8e0ah, Fl,33407 3 �F'Sldl'*}E1�-ti�6`°• EB-0006719 Phone::(800)432-2204 . Fox: (561)209-8380 -,4 1,!—l26 V S- WALTER'&nLUT:Fs.PE. P E'"96Y»157GN4`i(tR1'/Ck7TE FLOROA U.#44167 5 SHEET i 6 20'4F 00 I