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HomeMy WebLinkAboutProduct Approval RECEIVED APR p 72936 FBI ,r*'-,� t eS�.rk' d`—S- fi -b+t' k v3t.,`�.M. Fta.r )• z.L""Ya..T<x"g T �as' eSs' ma�a � MIST, 1 4 FIRM R,2"A ZZ,MY WJG:.�'al:. SCIS Home j Log In i User Registration Hot Topic ; Submit Surcharge Stats&Facts ; Publications FBC Staff SCIS Site Map ' Links i Search PIQESSI }# 1 Product Approval t t1 J USER.Public User Rcs i Y io 0 Product Approval Menu>Product or Aovlication Search>AppHcaEion List>Application Detail .Y YiifW�'4YN r� . i FL# FL389-R Application Type Code Version 2014 Application Status Comments Archived t._.I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1Z Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence F 31 89 R8 COI HV AORON Nf NHVH7_.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL#t Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 LI A S S A LNCR18LQ 15 fs6,idt Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D",Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. 6j.)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84'for+64,-64 psf.See s h 4e_ t ir other spans and ASD pressures. 182.2 HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks i Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HYHZ:No FL389 R8_11 A,S.S,8_INQ�L�RVVQ,15_OQ if Approved for use,4597WHVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistapt:Yes Created by Independent Third Party:Yes Design PressuU:N/A__-,'' Evaluation Reports e e Other:Large mi i r evel"D".Max.Span is 16'-0"for 30 F R8 &Ea_S�S.A 1. NS� P.F.R. p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVI and HVIA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389,3 Bertha iV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8.11 A,S.S,A.jL4-C. QJRIWG-_J�c-f�L_( I .,— --- t 4f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc, Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.a,_S,AjNC. P.E.R- for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively I I -A Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.;-,Privacy Statemen ::Accessibility Statement::Refund 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 request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact$50.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls,provided may be used for official communication with the licensee.However email addresses are Public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,r.S.,nl'_,ase click here. Product Approval Accepts: Wi r9_ 9 Eq M sccuriW,tmrtiic.,' GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLAICE IN ACCORDANCE WITH'ME 2014 (51h EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SNUFFER SYSTEM SHALL NOT BE INSTALLED AT KOH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1020 OF THE ABOVE MENTIONED COOS,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A D;RECTIONALaY FACTOR Ke=01,85,USING ASCE 7-TO AND SHALL NOT EXCEED THE W XIMUM(AS,D.)DESIGN PRESSURE RATING'S INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE A80VE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SNAi.,BE FIRST REDUCED TO A.S.D,DESIGN WIND LEADS AMA: I•(!! SUNDES(D& A BY MULTIPLYING 1HEM DY 0.6 IN ORDER IO COMPARE THESE W/F:AX. (A.S,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.U„AS TESTED,WERE NOT OVER STRESSED,A 33 K INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR SYSTEM COMPONENTS 1-1.0 SHW 2 ANALYSIS.HOWViM A WIND DURATION FACTOR CD-1,60 WAS USED FOR VEHIRGATION OF FASTENERS W WOOD. SHEET'3 -37 SYSTEM COMPOCOMPONENTS21 BERTHA H•V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1648.4.1.OF THE ABOVE MENDOM CODE AS PER TYPICAL SHUTTER ASSEMBLY 21-37 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADEO 10214.07-03,10715.01-03,17004,01-05,11214.01-05, 10317.02-06,10809.01-10 AND 10210,01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 �/_Bi AT�-(1)AND. HV WINE*W PJA13F M AND E-1306 STANDARDS(MISSILE LEVEL.D,WINO ZONES 1,2&3)&11220,01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE, (WHERE APPLIWI-Q -HV WINDOW TRADE 0 1oSD5.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BCOCK SHEET 6 2. HV BLADE(T)AND HV WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH FACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-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 11492.75'AND 114x1,75'RESPECTIVELY, 410-HT MINIMUM$FRIES CENTERMATE DETAILS HHV SHEET B STAINLESS STEEL SCREWS WITH 135,0 kal YIELD STRENGTH AND 180 kei 10MLE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED DY/APPROVED Cf741ERMA7F A1.1F.RNATTFIG DETAILS FIV SHEET 9 COATING APPLICATORS, RFGtSTERED WITH AMiDiTCAN SHUTTER SS TiShS AS$OCtATtDN.PIN, MUST BFAR THF HV MARKING ON THEIR HEAD. 4.All.AUMENUM EXTRUSIONS SWILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Tei AND 35.7 IIsi FOR END CONNECTION DETAILS 1•-e,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABF£S SHEET I1 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEIEr X012 5.ALL SCREWS TO BE STAINLESS STEEL 4 OR 316 ASE SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WRIT 50 koi MIN,YIELD STRENGTH AND 90 kV MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET I3 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3.3.4. B.BOL75 TO BE ASTM A-JOT GALVANIZED STEEL,OR ASt 304 OR 3}6 SERIES STAINLESS STEEL WITH SCHEDULE- CONCRETE&BLOCK SHEET 14H 3S ksT MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEC01CAMONS:HV BLADE Q: 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,WOOL? SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 18'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET"18 METAL SUPPLY.INC. . 11fY. 9.IT SHALL 51BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SNUFFER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAIJLK AREA 3. W„WINDOW ��IrE ON ALL SKITTER COMPONENT EOGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RNN INTRUSION. TYPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABFL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL LTV AND HD }_, WINDOW �Ly/rOE Cf)ONLY CENTERMATES AM ENGAGE OR LOOK ALL Hill AND HD LOCKS, AREA I L SHUTTER MANUF'ACTURER'S LABEL SHALL BE LOCATED ON A NEWLY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 0710.6.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.6.2 OF THE FLORIDA BUILDING CODE. Q.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISD}CAON WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A Sa SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIA E FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION ROLUTANG LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEYKIE FROM THIS DRAWING SHALL ONLY BE USED TO � THE CONDITIONS DETAILED ON THIS DOCVMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOWABIIRY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED W"IF ALTERED BY ANY MEANS. (d)SHE SPECIFIC PROJECTS SINAL.BE PREPARED IDY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RRESPONSIBLE FOR THE PROPER USE OF THE RE.O,ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.£.D_ENGINEER SHALL SUBMIT TD TNI$$LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.O.S1Wi BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. HN FLORIDA BUILDING CODE(Non High Velocity HUrricone Zone 0r4�(E . A.7l��'A%� 0 2015 EASTERN METAL SUPPLY,INC. 1 tCE1 ' fir✓'= - - -t..,Mn�..tt.r■ THA H�� i1Ls C t:ehc, Accordion Shutter System ■ ■ ■ KV.BADE#1 W/CR W/o KV.WTNDDW RADE A17R61lCO3i Shutter Systemsv, USSOWIT011 I ATT: DRAWN er: M.L. •7.T•, r ;'T}'` TILLIT TESTING do ENGINEERING COMPANY ��'. �, G OF• ..'' e,)ge N.W.3M,St.,Sb.3M.NROKA C.WDENS.C.AItDA Jit A830G1011on. Inc. T OLD 11-192 4/13/15 DATE.. 4/13/IS (.05)671-15DO.Fax:(sDs)a'A1.1637 4268 WeIdroods Drive x DRAWING NO ss+/r,A.+,,• ,C •,1aC4\ a-m I:tnteco'icolc m West Palm Beach, F'I_ .53407 3 ,L C p ,, NAL tk \\\ WaLMP A�TILDL71 Jr.e.G 4 I J-"Q{7 Lz t\ RftTUREfiI4TE T1GInTlA U,.1 4419? 5 _ SHEET OF 20 VARIE 491` p-El L 4.-91' .......... C ..177fi .l) 1H SUN FLOATER HV 9()'Zll(r STARTER OU141FIED T.OR USE W/ _'O UNDER US PAT 5458179 QUALIFIED FOR USE W/ I-IV 13LADE(i) 04 HV BLADE Q-) 6045-T5 ALLOY AND TEMPER QUALIFIED FOR USE W( HV 6063-T6 ALILDY AND TEMPER *SEE L(MllTIONS OF USE OF BLADE @ ON SHEET 19 WAIF6) 6083-,TS ALLOY�''It,TEMPER 6063-TO ALLOY AND TEMPER -tsp9l, .0 1 as z. 7 .994* —0 .-- li-V ADJ. ADAPTER WILIP s. QUALIFIED FOR USE W/ HV OLIALIFIED FOR v5E IN HV 14V HY Agg. FLOOR TRACK BLADE Q') WALK AVER TRACK K-j - T ENC44 TRACK -IED FOR USE W/ MV 6063-TO ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIF 6063-46 ALLOY ZO TEMPER BLADE(3)ONLY, BLADE 'OR U F TEMPER VARIES 3"-T6 ALLOY AND TEMPER UALIFIED F W/ f 6065--T6 ALLOT A 1qss- 6D5 BLADE 1 VARIES 1 6 ALLOY A MPER r-7 r .0W 70 T", AMA_ BY MUNG HEM HV HEADERISILLHD CUUNG HEADERISI QUALIFIED FOR USE W/ W BLADE QiMLIFIED FOR USE W1 W BLADE(i)ONI.Y. 6063-T6 ALLOT AND TEMPI 0� 0 QUALIFIED FOR USE W/ HV 8LA ',l N1� WALL HEADER/BILI SEE SECTIONS FOR VAUony:-, SEE SECTIONS FOR VALJ QUALIFIED FO,Z USE W/HV 6063-T6 All OY 041)TEMPER 6063-T6 ALLOY ANO EP 63-t6 ALLOY AND COMPONENT A a ITI T2 Y t I. 1" 0.062' FMX,5- X� 1J9' 1/8- ff 3* 31 0.090, -------------------------l==: ­_­.___.­­_­_ - (1� SIDE ANG log 2" V'MAX. 0,192" 0.192" QUALIFIED FOR USE W1 HV ALUMINUM ANGLES �) 2s 7'MAX, 0.190* D.190- CORNER POSTS BLADE(D VAUFIED FOR USE W/ HV QUALIFIED FOR,USE W/ HV BLADE(i) 606.3-TS ALLOY AND TEMPER BLADE Q)ONLY. 2' S'mw, 0.1391 0.131* 606 - N T 6063-16 ALLOY AN PER 17LONDA BUILDING CODE(Non Nigh Velocity Hurricane Z.1fle, to, 0 2015 FAFTCRN METAL'.:WVPIY,INC. F ERT—HA HVTM Accordion Shutter System 11LIECO I_f4c. A.S.S.A. KV.BLADE#1 W/OR W10 KY.VANDOW EIAX CAIT DRAM &CL TILUT American Shutter Systems 4 CM Association, Ir I OLD 11-192 TESTING & ENGINEERING COMPANY St I :i .W,30.VMINA GWW41 fLogm 3116t ` (M5)871­tW.r"t(305)871-1531 4268 W17stioads C:d'. 2 t POIM 9�.x'ch' --L DRAWING No "40� 3 ...... —085 RLl*:R A.T(Uff Jr.P.E. 15 6�7 SHEFT 2 or 20 05T Iff 11119z'11 �U. HOUG11 FNWM .745" saw's OWED PAIWWaiea�iUj (2 Tip,) _VZ 1,41 Ee" ca2* LAU- .318 ........... & AA=) L BY LOCK 14V EGRESS LOCK QUALIFIED FOR USE W1 HV 81ADE(�,& LY "&2 HV FLOAIING 7 UALIFIEll F U SEW W 6063-76 ALLOY AND TEMPER ED FOR USE W/ 14V BLADE I & ONLY 8LAD �OR 4 USE W/ E C I ONLY GLAD .1 6063-T6 ALLOY AND FEMPER 24 HV CORNER CENTERMATE .1 VALIFIED FOR USE W1 HV BLADE Q)ONLY - .250'O.IL 87 t* 6063-76 ALLOY AND TEMPER C HEAD "V X Q- J ........... "F --- bc 1.753' 4 0 13/4" BEFORE MVMNC 1 S.S. TH MBS_CgfV W'0-20 I T* 9444 ALUWPIUM(2024-TZ AUDY)LARGE T CHEM -W 1 0820.AS iMUFACTURED AVULL ,nzzCHEM PARSPI'DW NEW JERM 07 OR FQU&, PLAN q FRONT aEVATION HY MALE "T"..LOCK CENJERMA 6 LOCKER FOR "T" LQQK GENTERM QUALIFIED FOR USE W/ W GLADE Q)ONLY q� FF-MAIL LOCK. ENTERVATE V CK AITERNATIV 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE ALIFIED W/ FIV QUALIFIED FOR USE W/ HV BLADE ONLY 1 ONLY. QUALIFIED FOR USE W/HV BLAE)ZOONLY 6063-16 ALLOY AND TEMPER' W/HV SLADE G)ONLY. 6063-T6 ALLOY AND TEMPER MiNDER OR KEY CYLINDER .214• 2* 0.873*Min. 1 .125'Max. HD- CENTERWTE Wl NO LOC INC ROD H -CENTERMATE W1 lo D FOR USE )& ouxtnED :D F% Ql?f M. W� �V B QUALIFIED HV EILAD pl�� JM4' 111163-176 A A A HO CEN ISLINULA.L f- i W- w !F�-.S. 12'MIN. QUALIFIED FOR USE W IV OR K 6063-16 ALLOY IN d IEDIAERDET& 9 -20 S&OR 31r.-Ill -THUMBIURN 9so*-As. Acm W. CYLINDER (SFE DETktS) go OR KEY CYLINDER S7 L (�O =1140. ROD HD LOCK QUALIFIED FOR USE W1 HV 13WE(9) 6063--T6 ALLOY AND TEMPER Ci, -•.375'0 HV 3a"0-16 6t f+V 1 0-20 MI 30-4 BY REGENT RAROWARE MORE LOCKS SERIES=3 HOOK COLT LOCK. '9ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE pl A IN 4 WILL REQUIRE A OLE THUMBSCREWS EMBEDMENT Ll RED FQgsAft!"#jjj.V BLVACE QUALIFIED FOR USE W/ HV BLADE(l) FIORIDA BUILD1111 CODE(Non High Velocity Hurricone Zorte� 0 2015 EASTERN METAL SUPPLY,INC. EN Se A HVIM Accordion Shutter System L - if I E c0imc. Acc A.S.S.A. KV.aADE#1 W/OR W10 H.V.WMM aADE American Shutter Systems TILUT TESnNG & ENOINEEFUNG COMPANY icy.NJ OLstivT1014 01110 ..MWNA)� 355 Kms.3W.St.W..301.VM$A GNVfNS.n.CAZM 3316( 1 OLD 11-192 13115 UATr- 4 13/15 Ph— (-VS)871-1530.fax 2 DRAWING No Ass"iciflon, Inc. 4268 Westroods Drive West Patin Bpach, PL 33407 3 """'os, _T........ & W", ER-00011119 15-085 TR PL I!LUT Jr.P.E. F"O�M�Li, SI-JEET P.E. SEAL/SIGNAVURC/OATE i-2L-20-1 SHUTTER ASSEMBLY SCHEDULE FOR HV-(R HV f4 (D HV BLADE I TO ULADE n P AQV5-L---�- - Q 11 HV BLADE 1A JKV MW6W ULAUE Q ,A&25` - I LOY HV LONG RECESSED NYLON BUSHING KNUCKLE CG25 MV_SHORT RECESSED NYLON BUSHING -------------------- 0 R0 JIAI PORTION HV NYLON PAT WASHER OR @ W WHEEL CARRIAGE AfSI 3O2—�3'03­S'ERj`ES­"-'­ 40 -M 0,8'7O"x31l6'* TIIICK NYLON WHEEL, 7/8 N, HV)Zlklow 315*0 1 -1 CLEM' 0.188'0 AISI 302 SERIES S.S. RIVETS 4..........— SLPARAWN SEMEEN ooze -03.1500* @ IIV 1 -5/4" ACCORDION PIN W/ 8 HEAD J--j I MADE EXTERIOR a /4' zt wnox ...... ........ IER9 @ HV 2. 3/4- ACCORDION PIN W1 #8 HEAD !2 2 1/4 CLEM POLYCARBONATE IMPACT RESISTANT HV WINDOW IYEICAL HV WINDOW 8 5' 0' Y -LADE QLAND POLYCARSONATE BY WINDOW. DETAL (DOR (9 or N.T.S �SEEU CT RPSISTANT HV WINDOW EQ NOTE'OR FREMEM) (DOR (L P6 L SAYER MAKROLON 3103 POLYCARBONATE y RESINS, UV—S7ABILIZED GRADE OR SABtC To'u." CF (SEE NOTE *F" ON SHEET 19). PIN EQUIRMUITS AT EXTERIOR BLADE KNUCKLE FOR L M INNOVATIVE PLASTIC LEXAN 103 RESIN OR (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR POLYCARBONATE SOURCES FOR 49 14V @ BLADE. EXTERIOR WCAL SHUMR ASSEMOVY Nqw= Arm NV PIN @ Oa TffrJL PROPORnEV (RIAT ROOM" (2) HV PIN (9 MAY BE USED IN UEU OF 0 AND ONLY AT EXT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 1-1V BLADE'S KNUCKLE."' esusral (SEE NOTE * FOR WE=�lr ASIM 0n2 am)bA( BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEFr 7. REQUIR"EN-rs) IVSKE Vw"Milam AM D030 9AOO D.A. 9.500 ZwNt SMWIVW AT YED AMU um Z=—1. 13,.W Psi 1/2' O.D. 1116" THICK S.S. 'A nrX"V,",JLW (3) HV PIN @ OR @ W/ WASHER t ASM 07" xoAar aP1. 34.ow P.1 ", SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL. X, 93 SHEET AM D2" 13 FT-4b/. v"-Z/. W,J"JAEL CARRIAGE MAIL =a 00"" KSM D200 .71 9 e-A x wx 0,REMQIY LAYOUT. PATE Or B MTMM5 C-1 CLk$S C-1 0ASS Serf"Mm nim 01929 IM T M T WAUSUP AM01WS M"r MROMI MIR--I A. 06 oft"J. WO ZZ S�=VUWX WAUQMit I ASTM M $461"A. w P�t J) HY BLADE SOLID & (A HY WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Mori High Velocity Hurricane Zone: ""N' 0 2015 EASTERN U"AL SUPPLY,INC. BERTHA HVTM Accordion Shutter System /7,—LrEc�-o , A.S.S.A. RV.R.AX#1 W/OR W/O KV, WIIWW MAE 71WT TESTING & ENGINEERING COMPANY Amerlican Shutter Systems lCV.fu Dwomix W _ DATE MWH , MI. �TA7 Assoclation, Inc. OLD 11_192 4/13/1.$ DAIE, 4/13/ 01e Q. E QF jzC5)a7t-Vw,Tax:(305)871-ta3l 4268 WestrLods Drive 2 West Palm Beach, F,. 33407 S DRAWING No ——FL ----- 15-085 -R�11LA LiUT Jr.P.C� 4 NA L 0 0' UFRIDt,0 WGI 5 SHEET 4 OF 20 CENJERMATES: 1.hobm6m CONOMM fl., NtrW S�j LOCK(g4 or 0 SHALL BE USED AT 1/2 DF N FOR SPAN I NSTZA OR 12-'A TIONS j ANY ;7%L LOCK FOR SPANS UP TO 705�. GO 'b T T J,BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR(12 n ='MA ES W/(2)FU /(R 1/4*0-20 x 1/2" LONG FLAT HEAD S.S.M.S. LOCATION OF L C NDICAU� 2.OEDgft RPUQMJ'�o ft IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W LOCKS E U.w OF LOCKS TO CENTERVATES . SHALLBE AS INDITED 0-4 NOTE(1)ABOVE r-- S SHALLCABE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 OPTION&COND(flON #2(VALID OffiLl .M Al OR IUMITED MANDATIMCM ii LOCKING RODS�R'ARE NOT REQUIRED AT UURRICANE POSITION. MAY Lk BUT BE USED IF DESIRED T SHUTTER PERFO MANCE. LOCKING RODS 6� OR AN ALTERNATIVE WAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), N g.ONE w LOCK az 66 SM.BE USE&KI ANY SPAN ob .. ........ D INSTALLATIONS AT Y ELLVATivN. "v LUUK t , OUTSIDE OR INSIDE LOCK. or(�;j SK�ALL 113, U,LU AS ATTACHED CORNER B[NUTERMA 10�4 0-20 SHALL BE LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS O� Sel)�� L �2 AT TOP&TE010TROM SHALL ON LOCK L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HOC-We MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET I;L EM ALM*RM TO I-- —JRM JI VALID MY EM U _X g/MMNMwffEMg=& mum-a- 4 LU X/.MNNEMIC& I . ONE ALTERNATE W LOCK Wtj MAY BE USP IN LIEU OF HV LOCK Z?or 4U�FOR ANY SPAN AND OF 1/4 IONS AT ANY ELEVATION,AL NATE LOCK d�MAY BE USED AS AN P SIDE OR OUTSIDE LOCK.ATTACHMENT IN 1 *0-204/4'S.S.THUMBSCREW TO 4]1)OR a) 114 CENTERMATES SHALL BE MADE W/ 1/4*0-20x3/4*ALUM, IS-! RIVNUT AS SHOWN ON SECTION WE, SHEET& ONk LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. �.S SPAN AN 6, UANWTDRY 0"10f ja FOR Wye ONE NOLMM INSTAUAMOW,• ONE HV LOCK 0 or @ or CO SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ...... TO W,AND FOR INSTALLATIONS AT ANY ELEVATION,W LOCK C4 or Ob or g�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or @ SYMMETRICAL CMTERMATES%/(2) 1/4'-20 x 1/7'LONG FLAT HEAD S.S. SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOOKING RODS��W/ CONNECTION OR OTOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS to o' IS,GHTYPL. FULL *NOTE:S ON HV "r LQCKS AND CENTERMAU-S: HE OF CORNER 1 .SECOND ALTERNATE TO j!VAUD I 9Z 0 "COMM= ........ -........__........__..-...._............_._....__.f......____ 0 ONLY FOR W'f* A14D CENTERMATE ONE ALTERNATE HV'r LOCKMAY BE I�TLED IN LIEU OF W a lf$ LOCKS 0 OR FOR ANY SPAN-T;IALLATION AT ANY ELEVATION.AL V RNXIT LOCK tAY BE USED AS AN INSIDE OR IDE LOOK.ATTACHMENT CLUDES USING REINFORCING LOCKER V�;,AS SHOWN ON SECTION h%.SHEET 9,WHICH MUST BE C=1:1 C04TERMATES @ AND t-0 W/ x 1 1/2'LONG S.S.1Hw-4DEO BOLT W/ 7/8"0 x 3/32' WINGINUT OR W/ 1/4'0=20.1'SS.M.S, INTO A 1/4'ox 5/8"RfVNUT MY BE INSTALLED AT MIDSPAN OR 10 70 WXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 4"'GI, AND STOM IS MANDATORY. I�M�RN HD L229S A UNJERMAT�S: LNONE ALTERNATE HD LOCK(j4 MAYBE USED IN ULU OF TYPICAL III) HV BLADE SHUTTER ELEVATION W LOCKS q_j OR(2.9 FOR ANY SPAN A14D INSIALLATIONS AT MY ELEVATION.ALTERNATE NO LOCK C4)MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HD LOCKF.H.SSM.S.,AND INCLUDM- N,T.S. �Tf TO @ IS W/.3#8.3/8'F RawoRcemw iNsEffir(�4 As SHOWN ON smmNs AND HDC-HVC.SHEET 10,LOCK MAY BE INSTALLED AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0_4 IS COMPLETELY OPTIONAL FLORIDA EWING CODE(Non Ifigh Velocity f11U`­rr—ic—cn-e--Zo—ne' x 14f ®2415 EASTERN METAL SUPPLY,INr- BERTHA HVTm 11L1EC0Accordion Shutter System INC. AnSw A KX MAX#1 W1 OR W10 H.Y. WINM RAM American Shutter Systems wy.w MCRIPT16W DATE DRAWN By 1,11, TILLIT TESTINO & ENGINEERING COMPANY STATE pFoAssociation, Inc. OLD 11-192 1/13/1510ATF, 4/13,115 63"N.W.JGth.St.S..305. GLV 115,FLOWA IV 4265 Westroads Drive 2 -----40RAWING N. West Palm Beach. FL. 33407 :S 15-085 1 R A.DVILM J�P.9. FLORIDA Lx:.1.4167 P.E S tA`6 RE DATF OF 20 r--CONCRETE ANCHORS POLIFILO-ONCREIL, POURED I (SEE SCHEDULE ON OR CONC�F.I�Z HLOCK f1w ED CONCRETE_ REQUIRED S.S. CONCRETE &-NFEr 1�1) CONCRETE ANCHCR5 SCRCHS RFOUTRrD CONCRETE ANCHORS U7 ISM VWW�Q)O?l DfLCT 7) (SEE SCHEDULE'ON I/_-20 (SEE SCHEDULE ON SHEET 13) SHEET 43) 12"D.C. 1/4'0-20.3/4*S.S. EQ7-E4 MACONE SCREWS o Iz,O.C. Frm USING t^�20 NUTS A,250'Max. oR 5 ............• @ CA I01 ISO. OPTIONAL "51 L _11'\\-OPTIONAL T (DOR ce EXISTING_; MIN.SEPARATION TO GLASS, gn SEPARATION TO CLASS SGL ASS (SEE SCHEMU.ON SHrZr I EXISTING 4«t 0617 LO_4 !­(SFF.SCHIF.DULE ON SHEET'll)- P­ EXISTINO HV WALL HEADER INSTALLATIONrLAS ON ...... ................... HV WALL HEADER INSTALLAU1014 (Dp IER INSTALLATION + KEYMNE MIN. SEPARATION 10 GLASS GLASS—`­---- ` _(SEE SCHEDULE ON SHEU I OR UIT).SEPARATION TO CLASS EXrTTNG___i �-'(Sa SOTEDULE:ON SHEET It).- ELM T"Aw .Nxi(D EXISTINGOPTIONAL CIASS--' A LU OR @ OPTIONAL /2' on I \--1:2)ORC4) M. -ED PHILLIPS TRUSS HEAD '�4"o-2Ox.3/,V S.S.PHULIPS MACHINE SCREWS USINGC-NOR ETE ANCHOR$ ­__TRUSS HEAD MAINE SCREWS L CONCRETE.ANOK)IT9 1/4�-20 NUYS 0 12-0 'SEE,SCHEDULE ON W/1/4--20 NUTS 0 12'D.C. (SEE SCHEDULE ON SHEET 13) CON PO CONCRETE SHEET 13) POURED CONCRETE OR METE BLOCK OR CONCRETE BLOCK AmrHORS REQUfMD WAU REQUIRED (SEE SHEET i4) ON HY WALL SILL INSTALLATION POURED CONCRETE___ HY WALL SILL INSIAUAIION OR CONCRETE BLOM WALL REMORED (E� HV WALL SILL INSTALLATION INSTALLATION DETAILS Wj I- SEE SHEET 4 raft TYPICAL.SHVITER ASSEMBLY E + SEE UK[ATIONS OF USE FOR 2-wTuNnNC sEeMNs CAN BE CO)ASINCD SHEET 1.3)ON F eME QA)QN SHEET 19 HV BLADE INY.M. WAY-TO-STST Nif INSTAItATION. FLORIDA BUM CODE{Non High Velocity Hurricane Zone,' 0 2015 EASTERN METAL SUPPLY,INC. V"\' BERT HA HVTM Accordion.Shatter System SS. II & . A. LIECOt�s#, . - RV.8-ITE#1 W/OR W10 KV.WNDW a.MX American Shutter Systems DATE M M.L, wc t* "s x TILLIT TESTING & ENGINEERING COMPANY OLD �OV - Association, Inc. 1 1 1-192 +/13/15 urr. 4/13/15 M5 tlw� St..SU,WN MMM WOVIS.FLO=A 3314A VKIV'- 4268 Westroads Drive 2 —DRAWING No 407 West �lrtlrrr Beach, FL 33 c 10 WALTM A6 Tflu'7 ill P.F. 15-085 FLGfMk Lk.1 4415'1 SHEET P.E. SERNATURE/DATEI. 6 OF20 vnuRszs .._..•.�A6tstt"-"tE-•�wct ; rrv,mrvmn�+ �`_ _"C� R �10 I ..---_.._._....._....� i wv.srxanaa � CONC!?E7E-ti (FIT S' 'i.}ON 51 f , m CUSS(ME EXISTING t, '1J ° 10 EUS.: y_ 1 RE4waeo f P BU m E OF j, n Axa u tic ITU If)ov r __ ._........ .....1, I y..._.r/ , at Aar fn"nt vs[n 1q i ! -....•. SLAB IF : urx smuar:w D. APPUCA Lr Ext5T G Cvacs(4k<1i� u.rETGSArE EXISRNG - ANCHOR I LOCATION HEX WASHER HEAD if 111 DR 2 5 ! sJe'vXT. TEX SCREvrs G 12`O.C. EDGE OF CONCRETE ANCHORS \ CI% ftf .. -.EIH /! f LAB Er (SEFSCHOULE ON APPLG.BL £7 sHEer 13) OF ✓ SLAB EXISTING MmtR Cs>MDTsPaAmx s1wAEDIIF s / lIFGASS - IT APPLICABLE SLAB _ APP1JGMyLE POURED RETE POURED' FEAT SCC CONCRETE ANCHOR) "I 1 K"TEAM r a O POU ._.... /C =LJ / REQUIRED ~_..J.....£.U*___...- LLT SEE SCHEDULE ON SWEET T 4) ,{' J `+'/ IRED ._. �_F1AT WFAft CONCRr-TE ANCHORS MD.,r4 4� RE RED -E.D.•—.—.-. .............. O.t..-•._..• (SEE SCHEDULE:ON SIiEE(ta) ) �...._._�... .TRENCH INSTALLATION 01 K t VAUD ONLY FOR UP TO +70, -75 PSF AS.D. (4 V LL FL OR INS AAT!0 NV WAL —OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER Cry HV CEILING. INSTALLAI SCHEDULE#3, SHEET 11 —1 t,nsnN� --�--- _______ _._.r S ...___.._..... ) CONCRETE ANCHORS ( ro Clrss f (SEE SCHEDULE ON 3---•-.__,...�_...�gytrtvuiS »_ 3 I ._._._..„1_.._-..».._......�- 1/410 ITN AVOW=W 9trFFtrC SttEEF 15) Oi_.. ( sDHG ExssTtAsgs=r..___...__......� _..1�. __ MN"M OR a�lis ( va” IXGLA'S i �, SASS _..!rx.sv nA1X.1 ro was , �� �} FA'§IEMM TAPPER+AXXKRS WJ :1�6p1IDUlY a.9M1l1 111 ".••••-"'•..._ 1 , MAX. wr.54x9AtxJx ro 1 N P T 0'--T SNT O 0` t muu 8 a: y 1 O&.FUR CTP TO 0'-0`GER NO L w M1'oL'FOR SPAM7 i.J201n 1}411 1!4' 1 Lw m b'_tr MAt APPLr �paW�acrfr9¢rs�i Q I9 ,.._.... . i ' ..».�... 6RAD I J O•t ,' i-. #10x3/aHER'HEX:E. !` f�bR 5 8 ___..._...__ _ MAX. i _" " IIUF. IEKREW ..._....._-/ wtrt. 'AtaNr•---"ti.. _..._•.. _ 1. _...� ..__.._ _ L.. 114x3/a' HIX HEAD 11 � g" { � „r O' 12`O.C.. TEK 44x3/a"S.D.S1 ✓_..._._ I' —MS..N..•o,�s . •,r . : 4''.' r �• +'t-2(C:3./+2LS MS ORf .SCONCRETE ANCHORo/1ah28 10ETS 2 W/'NO.C. .0. (SFE SCHEDULE ON SHET 14) 27 DR 18 �` ExlsEwO Holl SyrNMRAL 37-@ 2.00'"wsrT a (MC / \ E OF `AtAxJ/A'F.H.S.D.S. 4117: A .. F'SIUALI7 CONCPETE ✓ i 7 4` 1 7 AA ' rr CABLE "`Y.....-... ` ..L_.= ._. r• � � .._.- f •....CONCRETE ANCHORS ',,EE NOPE l3(b) 1' ._ I''. � PECUIRED r' POUREO CONCRETE (SEE SCFt(:DULE ON ON SHEET 1 SEE NOTE 13(b) 1 '• .D: -T --� OR CONCRETE BLOCK SHEET Cl t4) POURED CONCRETE-- ON SHEET t t__•-•.�''''_�_ A...... ._-...._.........._................. ... _.i_._,r. RE4UIREtl OR CONCRETE BLOCK ,- NEQUIREDMQjjtMHfl_INSTALLATION oPr10NAL POt1RED»/ (K») HV WALt.I.x.1.9OR INSTALLATION @ HV WALL WALK—OVER INSTALLATION � wo"A SMITER$P.NF rr- REOUSRED OJ HV RAINGUARD INSTALLATION TION t RM, E. 4 DISTANCE SASS IN5TNLAFION SHALL BE Nm FOR,r COMBlNA710N OF ECf7QW$; t e pxE RWOVABLE WHEN PERFORMED ADJACENT TO AN OPERADL•E EXIT 4 SITE 1.8�31 ATTONS OF USE FOR 1-SEE SHEEP a FOR TFIFAL SHUTTER (5EE SPECIFICAUONS ON SHEET 13) OR ENTRANCE BEAItE C".t!4N SHEET 14 ��p (.{ 1 f BLADE( (�j� ASSEMBL'C FLORIDA �V Z (II N Y�[]Lli tJ a—MOUNTING SECTIONS CAN B£COMBINED 1 N S?A L l_ATi a N DETAILS t �/ Cy}r�._i_. IN A4Y WAY TO SUR AFTt'INSTALLATION. - UIIDlN�COM(Non fligh Velocity ffUMCOne Zone A;•Ffj '� L0)2015 FAmm METAL SUPPLY,NC= c��rsF' `'�'' — Accordion.ShutterVSBETHA ystem 1LQ t>Ka. rI ■ ■ KV.RAM#1 w/at w/0 il.Y.WlMIN 11AX American Shutter Systems Ev, DDESMPrw); VNIC DPAWN M MA_ TiLLIT TESTING & ENGINEERING COMPANY Q'•, SIAlc()F was xw.asm.x..s.,gas,VacerA cAaDTs,ncRw 751 Association. Inc. 1 OLD ,s-Tsz M1/talcs DATA alis/ss � Ph..:(.705)471-1530.Fax:(305)871-1531 4268 Westrg4de Qrive 2 DRAWING NO �� ..-STP llft ro o t.�R West POirn Beach, FL 33407 a WC�.� W-O0o8719 15-085 0(�A'v� iri0 r,O�RraALr_U8 J1.Pf 5 SHEET URE DA a 7 OF 20 SEE END WALL Q0 N QUAI nEf.ETS 10 10 --* SM WTES ON LOCKING RO'JS Soy ,IN LOCK o ar(5 t**�� EX!SrtAi GLOSS INSTALLATIONS WZ M HV *�AMP ALtERNAT£KI LGCK 0.1 S11EET 5. BLADEBLADE � p �''^ �A! �+C" '{'� p�A y'p�' B:A[fE SLICK CRAI(.1hT'19 YALP FOR ALL Y4 HV CEN{I:RMA S GS CENTEV%%W5 N)PUCATION WV DWE0 OR S£E Epp Wim, CONNECTION __. 10• 5 O [X15TiNC 41A5S t2E7A(I,�QN SN t0 dc_ t 2'z ALL(TY) UE, 3 1/;..— ...7..._....._........_._.. 6 1/2' 7" I (FrGPJ_TB AL1OY)N.UM. .. _._�....,._._.............. ..._. ._._._.. ..._............ ........._ i ANGLE W/Q)Va"1 TAPCON I jx• �j., OPPOSING Snd ET_yR_C Anctcws ro CONCRE1£ CENTERMIA]ES C (i0P/60THM)$�� ..¢10zJ 4'S.M.S.A 12" CE�ITERMAT�.q r MIN,SGPMATION 1 (4)/10z1%d"S.U.S.TO 7UBC"! W Y LACK o To CLASS // / L +�._ � #arI� O.C.FULL LENGM. ! +t �--�.- a V,� *Y LO..,�C.. ON SEET i}} AT EACH ANGLF_(TYP)( f � ��;-� I!!r 1 3 1 I .... ..._._.. _ .. .. /�:.�.._).�....t/2" = m (•,111 Z fJ'JI' ac Im HVA `-' HVB 6��' .ERISfINC BU154 PPOOUREQCONCRELONCRETEOCK WOR �' '© l l' 7'�` 1 O+ m"1(�7• 3 m �` un RE ED rERM ��� �. RiCAI, .._ t i' _�7.. ._SE _.._.. iAss L((� MIN.sEPARATION 5 8 -@-&@-0. ._.,� TO GLASS _C4n.S'SN +..[ 7 ) r'---� * F�_�m ~���~ (sEE sCxEmut.E r W�...F{V s OPTioNAI roe qq��LL ON SHEET'11 MIN.SEPAHATlON a -•- ro cuss tSEE scwEDULE ( 0PnoNAtJ ONSHEET 11) (INTERIOR) _..._.__...___._.....,.___._......._... ... _._.-__.__...:__...._ _..__�.._..+_..._�.___......_ �t., � '�' ! ...._......_.. __� .___ CONCRETE �._. .,_.._.__... _....._......».___......... ..1 ,. 1 1 ANC7iOR5 t9 i ...._ ._ _.__..� _. ..»..... z 1 16'O.C. s - a X03 9Q" ...... ` -.- 4)3 m K 4/U I ] 6 112'MAX.SLACK„__....__..... HVD OUT S . (EXTERIOR) HVE CJ HVL=** FLORIDA BUIi.DING CODE(Non I#I ti Velocity Iturricone Zone TILC%1'y.( c�zols EasLTstN ntE�rne's'�uPPtr.1Nc. cry 4 ,--- BE ■f7N HV < � �C Q Accordion Shutter System 17 AwSoS.A. HY.BhflE 7 W/OR W/O(iY.1"9N]OttyBASE American Shutter Systems EY. OPxR�noN o.Tc oruWM J 7(t 7ttt,7 TESTING ffi ENGINEERING COMPANY Association, Inc. t OLD 11-�t92 < 13ji5 I+`"~. P;155 N.W.3GID.5t,P4.5V5,ww.tA GNPRN,Ftm..551 / 15 Pttonn:(305)671-1.530.Faz:(505)57;-1531 4268 Westroads Drive x s-' -man ariocovoa.cnm West Pots Beach, F!. 33407 a ORAWINC No pc'• FLQ R40P '\C4 �..cPacrt9 }I �{ i%y�rrFSS,�'•.••.Y `\ WiV.rR fi P1wr A.P.E. 1 J"'"QGIS P.r. S7!)J,/, bl\1- E/DATE namoA .d aa1s7 a Sti8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE/FEWALE -I- LOrK5 CENTERMAT 8 & Cf) HV 13 ES LADE scr am CONNEMM affas ON SHEETS lg-" INSTALLA (1 HV 8 -TION EKV.NOMkTW 04 SRIXT O. Z HD CEN TERM ATES (81 As Wua.wt uNrrEN�,M. tim W IM 0SOD M4 t"nm Swr_ 3.0-6.6-6.6- (D-0 .T FACH O.Q KU U*w. FIN (4)N.V. .......... ....... (yHlCt PINS ffM) (4)M rnp.f, ass L. T6(INSIDE} PINS 3L 2i 33 6�D2 310»32 I OUT &- 35 0-20 x 1 1/2" 7. ME VOTE Z rw NY W1 W1 7/8"0 x 3132" WINGNUT. (oprxw&)HDD-HYA HpC_HVc -r LOCK,ON SHM:70 9HV -T- LOCK (OUTSIDE)'-/ SYMMETRICAL _ RM TE _U ICAL HD CENTERMATES (EXTE Pi P-81 V--Qr--Lgfg-- sum 9+44 AWMOM hy-G-* �2(n�T3&M LMOE nANGE THIN SlArr NMM.PAW 10820. AS gq"AMAED BY AVDQ.CIMM TEXTV"L MWKW.NEW JMSEY M054 OR MWL (D om Nums w wDow p4w so Lot"M wV 3 OD ",V=Fu mocomm�.Rw'S W.Ina Al awl—nu -MrA"s wl Owee HDD-HVD FLOONG STACK FLORIDA BUILDING CODE(Non High Veracity Hurricane Zone 0 2015 FASXRtq METAL SUPPLY,INC. ' RTHA HV,m 1L . Accordion Shutter System SS . .A. 1IEC 0 INC. \ A H.Y.VR"#1 W/M W/O KY.WIMON MADE Shutter Systems IEV,N. OESCRFMN GATE DRAWN;w M.t. American TILLJT TESTING & ENGINEERING COMPANY Association, I OLD 11-192 4/13/15 CAM- -Ik/13/1 STATE OF 4:t Z Inc. 44� 35s N.W.3vx IA., va"w wow.rto�33,os P,„c:omwl,_1530,Fw z(XS)VI-1531 4268 Westroods Drive 2 _DRAWING No _.Z. —19-1 t-0-t— Wes� Palm Beach, FL .33407 11 -.11" 15-085 0006711 MTM fi� ri N A nun jl­pE ;LORCA L;"t 441v�, SHEET 9 OF go POURED CONCRETE. POURED CONCRETE POURED CONCRETE OR r-7— G R CONCRV E OR CON CONCRETE BLOCK WALL OR CONCRETE MOCK WALL.WOUtRFI) ............ BLOCK WALL REQUIRED REWIRED EILDCK WALL REQUIRED CXtljTINQ GW�5 EXISTING C4ASS iENC 7.ANC9,R Z1. costrING GLASS MIN LaN,SEPARADONI F :> -Z--DSSUNG GLASS < -2*MIN, TO OLA&S(SEC I'D wk-s(SEE kft sg�t� r/l , I I MR GLADE Sa*TmE ON SHEET To CLASS(SEE ON SHEET 19 FOR -xJ,WAX- 10 CLASS(Sa Wi�SIPAPARON kft SEPAWON U71PULE G"WTT (E)ANU 904EDUS ON SFW 1/16 11 FOR W&(DAM) SWEDULE ON 11 FUR%AOIE(DAM (OD63-T6)CONI'. ON SHEET 19 FOR 11 FOR BLADE {LOCATE Ai ON am 19 FOR ALUM,CLOSER 1%19 FITHCR SIDE aAx-s(D G PLATE. 1/2- 1= T OF AT EITHER W I ............. OF USE I'OR 2-MAX.M IN, T- S.M.& (AS PIJCAElI.E)x2'xI/8".O'-2' #Ioxt/?.,�.M.q rH --—-—- 0 16"D.C. 15—k----- ALUMINUM CLIP ANCtE V-11 a 16 O.C. (01063-76 ALLOY)AT MIDHEIGIg, S.MS,TO(D& 4 (2)114-0 TAPCONS ANCHORS TO I WALL AT I-O.C.(LOCATE AT jI I I SS EE DETAIL X FOR tOR (91 EM4ER SIDE OF(D) (1)OR SIDE CONNECTION w (:6,0--R & SM BZ7TAIL X rGR 60R TO TRACKS SIDE CONNECTION SIT DETAIL 4 - e To TRACKS SIDE CTO ONN 40-04)'(D-0- 0-0-0-0-1 -@-0 END CONNECTION DETAIL Q END CONNECTION DET END CONNECTION DETAIL n3 END CONNECTION DM(j) REQUIRED ONLY FOR VA14S GREATER THAN 12,-0 POURED C NCR- TING GALAASS CONCRETE K EXISTING S REQUIRED 0 LAS S S.M. .. .... 16" KN.SEPAR43ION s:HEDVx0 GLASS(SEE -- ---- 6 OR&F(I)OR Ii RA Atio CONCRETE 1/2'WIN. ON SIWIET ------- ON SHEET FOR ANCHOR 0 --- 1 GLADE GANG CR@OR OR CONCREI E BLADES (D FX 0&0 L----- OR(p ANCHOR 0 16" 4�Jl / O.C. _- 1 2"MIN.-_ � �~- _ - _...._ _.713 IN. 2.MIN. 2-URC UMLTATIONS OF USE FOR V BLADE ON-4V 19 @OR@OR(qOR(DOR(!3 y ILAN ZPOURED CONCRETE OR OR 0-0-0- DETAIL CON EM- SLOCKWALL END INSTALLATION REQUIRED 6 1 HV BLADE OR 44 HV-WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CON IL 5 -CONNECTION DETAIL(g) FLORIDA 8111LD1 CODE Nan Ifigh Velocity Hurricane Zone'. 0 20IS EASTERN MCTAL SUPPLY.INC. l %Z EN h, BERTHA HVT. T Accordion.Shutter System M�� A.S.S.A. RV.DADE#1 W1 OR W/O RV. WNWN MADE American Shutter Systems qEV.N.- DEV-111PPOR DATC ORAWN BY, Mt z TILUT TESTING & EINVISIEERING COMPANY Assoclatton, In*. I OLD it-192 717-15 STATE OF 2 0355 MW.366 a,W.306,VROM GAW10.FLOWA 337 4268 Westroods Drive 2 rk��(30)871-1531 DRAWING No Wast PGIM ae0ch, FL 33407 3 15-085 WALTER A TILUr j,P�E• 4 FIZRL4 V,f 44W S SHEET 4 10 OF 20 P.L. 451- AYE W_19wwz_�l 20MULL-#2 MAXIMUM SHUTTER SPAN* "L-I-" OR 'L-" MAXIMUM SHUTTER SPAN* 1+' YlAXIMUM SHUTTER SPA (ft.). FOR INSTALLATIONS W/ N*'L MMMAIM 0 & p c, OR -L-" it. INSTALLATIONS A OR -I,-- (TL) FOR INSTALLATION LEUND i 0112L. or _1 INSTALLATIONS W/ CONCRETE& (1)L+:MAXIMUM At SPAN FOR A GIVEN W1 ONE H,V. LOCK (a or 0 or or WOOD C W/ ONE HV LOCKSMANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (20 W/-NO LOCKIAG RODS%or ONE HV LOCK (P-6 M, �) L-:MAX.ALLOWABLE SPAN FOR A GN04 NECATNE CENTERMATES 0&@ W/ ONE HV -T' �0 -9.5 W1 NO LOCKING WALL A. 8 C, D. E. M. N, 0, p, 0. AZ.O.DESIGN PRESSURE RATING. W/ NO LOCKING RODS G R LOCK 0 W/IWO LOCKING RODS 0 TOP (SEE NOTES t,tt) ODS MOUNnNG F,�K & L R. S, & V. BOTTOM (SEE NOTES t.tt) (VAUD FOR M004TINGO (2)PROCEDURE TO CEIERMiRr MAXIMUM SPAN FOR SHEET 7) MOOR/CEILNG H I 'I. J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOW lff!�,A.LLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING M, , A.S.O.DES" INSIA;1AMONS-0 AWdNW 40imm GIVEN A POSITIVE A.15,0, DESIGN PRESSURE RATING, A4 P.bCwN INSTALLATION MVL� WALL MOUNTING (FLOOR/CEILING W.,MOUNTI14 PFWMW ILOOR/ClIfUNO UOUNUNG- DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. turawaaHD AOM GIVEN A NEGATIVE ASD,DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN *L-*FROM SCHEDULE, L+ (ft) I I.-oi) -LT (+ ITT I L-(R) MAXIMUM snurrER SPAN -L.-OR -L--FOR 30 OR LES16'- INSTAIlAnONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ­­­... -_9L..1� __........„..,AAAA_._. 105 pat.A.S.D.DESIGN PRESSURE.RATING, MINIMUM DETERMINED SPAN BETWEEN "L+*AND *L..*. 35 14*-10' 14'-10' 15'-2' 16'-Cr 35 14*-10' 141-10, as 15,-21 161-10' 40 13'-10” 40 14'-2" 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-1 13'-4' F_i7_ F-1 t RV CORNER CENIERMATF#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 5-0 ..._.•......_.....__. ---Yl-__ MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W1 FLOOR/CFJLI40 MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 55 55 55 111-1* 1-F-4f 716——11'-4 -T0�-2 —1 F-4 F_ NOTE J5.SHEET 5. RATING: �A DETERMINE: -10 10'-10' 11'-1' IV-11" 65 INE. ............ AAAA. _AAAA10'-I' Iji-MAX. SPAN FOR WALL,MOUNTING INSTALLATIONS. 70 Iw__61 lo-fil I0'_9' 1 V_w 70 70 a, L24-MAX,SPAN FOR FLOORICEILING MOUNTING 101-'. 9-4` -1 4--i INSTALLATIONS. 75 10'-4- 11'-1" 7-5 ttEXCEPr THAT MAXIMUM SHUTTER SPAN-L+ 8'�- "L-*AND MAXIMUM&S.D.OESNG PRESSURE RATING FOR 0-0. 7-V 0,-b*. .........I. g" ..........SO" ...........4"-7NEGATIVE SIGN PSUR IWrALLA11ONS INTO CONCRETE OR CONCRETE CLOCK MR A WEN AS.U. DERESE RATING: 9'-Y 9'-v 10`-I' 90 W.I. 9*-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: -97-—10�- —95 ­-----fT7F" t- CONNECTIONS TO KEYSTONE MOUNTING Lt-- W_ SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 P..J. AND ll'-O" SPAN, SEE L2--MAIL SPAN FOR FLOOR/CEILING MOUNTING • W-4' MOUNTING @ ON SHEET 7, INSTALLATIONS. 166 1-05 —W-7'— 4' 110 8!-4" 7%.7' FINAL MAXIMUM ALLOWABLE SPAN IS EDUAL TO THE TIE—— �F MUM BETWEEN 'L-i.".%2+','Lt-'AND -fj,-W* 117 8 I.- Ty. W-1 F' SEPARATION TO GLASS -SCHEDULE (4)GO TO ANCHOR SCHEDULE WITH FINAL. MAXIMUMM )25 125 _7'-l_0"'__.___AAAA.__.__ ALLOWABLE SPAN AND NEGATIVE AS-D. DESIGN 00 7'-8' 6'-5' 7'-10* g'-I* 130 6*-5* PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6,-2" WIND ZONE MINIMUM I SPACING. 140 -F-'F *-T__7- ASTM E-1996 SEPARATION TO GLASS 5'-,7' 7'-e--_7'-0' 150 V-2, 5-7' I THRU 3 Z V-1. r 4' 165 170 6'-v 2' 170 W-9" 4,-I1* il;__8'-9 _8':0' 180 4'-8- -7-F- 10 H V BLADE _V IDS 6'-5' W-6' 4'-2' 7.05 fi'-i' 4'-i' 6'-S` 5'-7" 2D5 8'-•1' 4'-i• FLORIDA -2- FLORIDA Buull CODE(Non High Velocity Hurricane Zone, (0 2015 EASTERN METAL SUPPLY,INC. 8 E A T H A 'n*v-'--f. Accordion Shutter System. llLlEC0'll4C' \ A.S.&A w KV.aADE#1 W OR W/O KV. WNDX RLAM American Shutter Systems IN.- MORIPTION lk TILLIT TESTING & ENGINEERING COMPANY __VAIE DRAWN BY,.WLLG. N.W.Wh,St.,W.,305,MQNN CIRMS.11ORM.3316C Association. Inc. 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INTS SOLID-SE7 LL 14 12 10 B_ 8 0 8 6 11 72 f0 ,i_ 0 8 0 6 14 12 TD a B 8 0 S QLUf TM W f.AP ATF i4 12 s4 6 _4 8 fl 7 14 12 t'4 0 8 8 0 B i+'i •iQ 9' 9 8 b p --- AS)MItBMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRENIFDF2M TEC HOLOGY RXHORS AND TAPM+ 14 12 ,0 9 a 7 5.5 J3 a Ti 10 8 a 0 B t4 72 10 9 0 e e d TAPPER+ ANCFIORS IS 1 3/4`,AND FOR BLUE TAP W/CAP ANCHORS 1st 1/2'. ._._. ._....., I. ,._._....1._ 4•-D` ti 12 10 9 8 8 6 6 14 12 t0' 0 8 e�8_.-i I. sZ 10 9 e, e 8-6.5 /4 12 10 9 B 8 d 4 74't2 to 9 S 8 6 !.5 ti--12 10 B B 0 4 3.5 /. /. _ �....._. 14 12 10 9 9 A B 4,D 14 i2 t0 ti B• 8 0 7,0 14 12 f0 0 8 8 0 '4S A MINIMUM EMBEDMENT*OF 1 4 0%J 4 Ott,PINTS SCUD SET ANCHORS SFULL DE TIB'INTO THE POURED CONCRETE.NO EMBEDMENT ^^^^^^-�------O-------�t1�11 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO OUST.AHD 74 *1119 7:5 S.d 33 - it F2 79 9 E a $ 9 }4 i2 t0 9 8 7 5.5 4 •5b7tGA5 OF 056 FOR..._........ oN MNLYT 1xS'MtMMUM fOR WALLS WttH HO SR;CO. B 06 id 12 f0 9 B•6 6 55 i4 f2 to 0 0 8 G ib 14 0 7 4 - iii T2 f0-.g 8 9S _5 4.5 14„ t2� t0 a a S473IN GU"E THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FROSTING WALL OR FLOOR, __. _< a 7.5 A.d t4 iZ 10 B 8 B S 4.0 ti t2 10 B 8 6 4,5 3.70 ANCHORS STt4LL Be LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SFW3.BE AS INDICATED ON a .a e8 45 - - 1< 12 to R e 7.5 55 4 t4 t2 ,A e e 8 ss J,5 NOTE:Ai)h A2)ABOVE.FOR INSTALLATIONS ON'VINYL STOOKT OR EIFS WITH OR WfMUIr METAL..STUBS CONSULT THIS ENGINEER.FOR 8"@ d s4 i2 10 0 "a 0 G S 14 t2 •14...iW g,„6.5 5„•3,53 INSTAUATXTN INTO 13FS WITH METAL STUDS SEE SHEET 20, t4 73 5.S J - 14 12 f0 0.0 7 5.S'4 J 14 12 d e5 55 4 3 8 G - 'z' ` M M 70 1 i� dI 8 75 14 12 s0'&8 9 S"4 - (B) TO E%ISTINO CONCRETE BLOCK:(ASTM c-90 14 17 a a5 5.5 3 - - 14 12 }0 9 B 0S 4.3 Sb t4 12 10 7 5 J.5 3 -1/4`0 TAPCON OR TAPCON WITH AWANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.F.W.SUUXY- 14 12 3 D 9• 0 - - 14 12 10,9 0 7 S� 9 14 12 10 6 75 5S 4 3 - 1/4'0%.3/4'ALL POINTS scup-usEr ANCHORS•As DISTRIBUTED BY ALL poiNTS SORF_W,BOLT$SPECIALTY COMPANY. 14 t2 14 8 6,5 T.. -�14 t2 8 7.5 a 4S J.5 - t4 +0.5 -7-S3 4S 3,3 - -•1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC. 1{ 12 7 B,5 7 4 - -• 14 12 10 9 7S 4 ^- 14 t2 9 7� 75 l5 - - - %XO TAPPER+ANCHORS AS MANVFACIURED BY POWERS FASTENERS,INC.,AND DISTRIDUYEB BY ALL POINTS SCREW,BOLT k SPECIALTY t4 ff 7 5,S 45 - - - t4 M 19 9 5.5 4 - 14 12 9 7 S 45 3 CFJMPPNY OR ANY DTHER APPROVED 0004SED OR AUTHORIZED VENDOR REGISTERED WITH WE AME RICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14, 12 i0„ 8.. 8 0..R ^ - 14't2 f0 9 4 - I4 12 1i-- 6S 5- 9,9 ­11NOTES: 13 f4 7 98 3 14 t2 8 65 SS 4»} 2S 85 6 9 l 3 - 8,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,DLUC TAP W/CAP AtiCt10RS AND TAPPER4-ANCHORS N9 1 S/4"AND TAPCON 12 &S 0 9 - - =• 14 t2 Q.5 0 65'_S-'- - ti S2 Q 015 08 4 -� WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS RS 1. 13 0.0 0.5 S JS - - -• 14 12 10 6 G8 6 - - 14 12 6 8,5 5 4 - - t4 12 10 A�,. „ - ii' f2f0 9 75 4S 7 R5 1 ,__.--"'.._,._.._._ _._._ .... ...,,.__..__..__..._.,....__•__ ..11-."8 65 4,5 35 - - B,2)MINIMUM EMBEDMENT OF 1/4.0%3/4'ALL POWTS SCUD-SET ANCHORS S1tAt1.tiE ENRRELY EME!EU#D tNtt1 THE C9NCRETE BT.00K.NO /4 115 7.5 0 a - - - Ta '11 T.5:5. 5.••J.5 - - ^ .- EMBEOMENT WTO STUCCO SKILL BE PERMITTED. 1/4`0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2"LONG MINI UM SHOULD STTJCCO 14 t2 8 (ib 4.5 -="-= - 14 12-93 Y' S5-4 - 14 T9.5 7 38 8 aS - - ORST,AND 1'MINIMUM FOR WALLS WTFH NO ST(cets /5 B.5 SS 4 - - - it 12 6 7 8 14�;5 - - 14it 7 5.tl 43 3S4 t2 X10 B 7.S - - t4 12 10 s'6S - - 14 ti d B 5 4B.3)IN CASE TINT PRECAST STONE,PRECAST CONCRE(E PANET,S, PAVERS OR ANY VENEER BE FOUND CJ THE DOSIIPK;WALL OR FLOOR,t4 108 7 5 3.8 - - -' i7 9S BS�d 4 - - t0 7.0 B'. -„_3..._ - _ ANCHORS SEWM BE LONG ENOUGH TO RFACi THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAD,BE AS INDMATED ON 14 11 7S5S .... _ 11.5 0. . 5 - - 25 to 6 5• 4 4...-.._= NOTES ELI)0;8.2)ABOVE,FOR INSTALLATIONS ON VINYL.SIDING OR EFS WITH OR WDf10Vr METAL.STUDS CONSULT TRIS ENGINEER. 03 6 S - - - i4 12 B 65 S.S 4 - f3 t0 GS 5 4 3 - FDR INSU11AT10N INTO BITS WITH META,SIDS SEE SHEEP 20, 11•_0. 14 12 10 _ - - - U 12 A 7 6 45 - - f4 105 7 58 43 J1S - z5 93 d - _ - /2 a 6 Sas a 3 - - 9 7 45 J3 3 - - _ (C) ANCHORS S1NLL BE INSTALLED FOLLOWING ALL OF TTIE RECOMMENDA71pN5 AND 5PECff1CADOOM OF THE ANCHOR'S MANUFACTURER. N 1O 7 - - 14 10.5 7 44 43 - _ -•- t,S r 5.8 4 a5 .78 - 9Y l 4.5 •- - - - 14 11.5 T3 8 5 - - 12 9 9 48 4 - (D FREE SCHEDULE BELOW FOR EDGE DISTANCE(CO-)VERSUS SPACING RELATIONSHIP FOR ANCHORS. T2•-D" - = 4 i2 B e.s''tzs = = 'ih id BS s 4 - - rDCE DTST { IP +AC.H.d .UEi}lt� _Ef213.lSEtG.@Q.BS.: 1.0 08 4S - - - - - 11 8 SS 4 35 - - - a 8 4 3 - - - - .,_......._....,... .. ._..,. MUMM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED 810OW.FOR E B I=S}UIN TINE WDICATFD,REDUCE All?i0R SPACING '3,S 9S B - - - 13 0SICS 5 4 - - OS 8 B ! - - BY MULTIPLYING SPACING SHOWN ON S'CIEDUIE BY THE POLLOW0N0 FACTORS. 97 035 - - _ - 14 10.5 j_ _ - - 11 V55Y!, 4$ SS - RETNICD SPACING OBTAINED TWO FACTOR SHALL NOT BE Less THAN MINIMUM SPACING INDICATED FOR Z"ANCHOR TYPE. 14 12 - - - _ - i4 115 7.9 - - - 12 4.D 4"_ - FACTOR 8 - - _ ._ .. t0 73 5 - 7.5 3. .. __._ ._.___..........._._».. MOON0.5 t2' 0.,.d.. - - - Bsi"'_- - - EDGE TAAC:OEt WITH ADYAHCED ALL POINT SCUD SET TAA Wf CAP TAPPER.+ 13 9.5 - ^ - 0s 75 s 4 - _ - OIL7ANCE EADFGRM TECHNOLOGY MN sPACMi _BLADE Q� IHR BINE is E2 �- - - - - ='•ti•t0.5..7.., •-_•.-�;% it BS 5.6 i5'- _ -- _ E.D. MIN.SPACING=3" MIN,SPACING,.3' MIN.SPACING-3 1/2' NM3N.SPACING�3' 3 3f4' i" 10'7S - •- - - _ - R 7 4S - - 7 5 5.6 3 - - _ _ & _.,_. _M -... .. is 0 5•a _ - .. 9..6.54.5 - P0µ321 ORNCREI[ OORc7gE'R7%7C RFD CONCRETE A PCBtED CR R,d - - 12 6 0 - BS 7 45 Hy }� BMit EIlw3 tfC WR.E0.+2 Tf2" CONCRETE BLACK CONCRETE BLOCK5'D CGt'.1EIE fE L1OOCMON Ell-w M-3 is--D' 14 - - - - - S.a 1a 65 - - os 6 5 - - s = B�.NADE�WQRKlNG 3• _ ,,,_ oao t.o ..._.___63 4 _ 85 5_ 3 _ = _ 1._j2s„ t_0 _ _ _,_ i 0 - O Bl i �.a21- __ - _- IN UNlSQN ♦ __. ._ ___ _ __ _Oa 8 0.. w.. - 8.6..0..4 - - - •` _ 2` - 071 .. ..._____ .......»7 - - 0 4 - ''Yper0,43 a _ _ _ - _ .. 8 6 4 - - 8 45 3 - - ___ .= - N-.H -_- oaB T 5 - - _ a 6 - _ . _ I nPIDA BUILDING CODE( on High Velocity Hurricane Zone N.FIL�Ij�AA�Ai, 0 mts EASTERN METAL SUPPLY.INC. BERTHA N TM oil A■ ■ Accordion Shutter System ■ ■ Niv /OR W/O KY.VANCIM MACE American Shutter Systems ._..� $,(ASE QF TILUT TESi+NG & ENGINEERING COMPANY } DFscau+flox DATE uR4»H_ar. M.N. 63"N.W,JUN.5H.5N,SR.,VMCM CAR96N9,GARIIIA 3.116 Association, inc. 1 OL11-1192 -13/tO DATE:. 4%13 IS •-.x OR pticn4:(305){71-1530.Fog:(305)071-ts3f 4268 Westroods Drive -2 _ ._._A AAA_ _ u-mac;UNcco®aa.ccm West Polm Beach, PL 33407 a - ORAWICNG No AAAA ,_AAAA. [,Zf � , TTI-09961.9 __E._....__,..�._�_...__. 15-485 ArsSJ(} {Al t1t� WAILER A T kW"P.E _ __.__.. _...».. _, h� 1t t1 FLORIDA uc Y 44157 S SHEET P.E. �'ALJ1GtNATl1RE/OA1L" 13 OF 2N) O iM v O N � 9c N T!- = aj= .O g l a o N p o a �c i- 0:2 ddtd�� O 9 pp pp, U qq Z, Z m M 'Jd! FIyK! 4c3 =ZCLM (,<n N ii t/1 CID R 33.5 m n4 °h w �w� j rZ4 5m r y. 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