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HomeMy WebLinkAboutProduct Approval FILE Copy Florida Building Code Online Page 1 of 2 7. 'Ll ,. tp, t)p.- +. -Y• it-:9Y.:#�S.a'','�'� I '-'LIMIT—t..h ....-S^rh_10=-.,. 1�IJ � })3CIt11�ft� DCIS Nome i Log In ; User RegBtrat{on tlOt Topi s Suhmit 5urdwrge Slats&Fans Publications i FOC Stall : BCIS Site Map Links =. Search Business Professika"l �` USER:uot�User al i Regulation P—Iolt A,,o,—,l M.a,y>PrndfRr m Annlication Searrh>Arnlir4110"List>Application Detail °,.kz1 FL it FL389-RO C.:..._._L3 .,z Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/PhoneJEmall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 breel ey@ Casternntetal.c0 m 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 Licensed Florida Professional Engineer `;. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr,P.E. Evaluation Report Florida Ucense 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#.3,on R9 CGI HV ACCs DIOy Cl NONtiVN2y( Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 11ttp://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYHH2v1vx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Data Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 ...._.................. .— Summary of Products I FL# Modol Number or Name Description 389.1 Bertha HV Accordion Shutter-Slade 3- Extruded aluminum In blades retained by tracks(top and {Non-HVHZ -Drw 15.086 bottom for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Fl 380 R,°11 A.R.S.A.tNf. ORW.;..15-0`,6'rAI 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 positive Ft.3139 RS AF A.S.S A.INC. P.F.R, f`jRVR-,;>>OSG.ndf ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes l window biade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade I and 8%11'for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working In unfson.Max,span for HV3 blade w/o window blade for Installations Into i Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' for+64,64 esf.See sheet S for otherspans and ASD pressures. a8.2_,) Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum lnted0cking blades retained by tracks(top and Non-HVHZ)-Onvg 15.085 bottom Por storm protection Limits of Use Installation Instructions II Approved for use In HVHZ:No FL369 R8 It A.S.S.A,INC. DRWG.1S-095.naf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party:Yes f� Design Pressure:N/A Evaluation Reports { Other:Large missile level"D".Max.Span is 16-0"for 30ps.r negative Ft3811 Rfl AE A.5,5.A.INC. f+L'.:+. DRyIG.:r•fbt t'rfV,E%( ASD load depending on centermates and laking rod configuration for the Created by independent Third Party:Yes HVL blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.L for metals stud mountings and 8'-0' for 110 p,5.f,for HVL and HVSA working in unison.See sheets 7,11 and I 20 respectively of Installatton drawings for other spans and pressures. '389.3Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and(Non-HVHZ)•Drw9 15.084 bottom for storm rotection 1 Limits of Use Installation Instructions Approved for use In HVHZ:No FL3V9 RS It A.S S A INt nRtvt^+5-0R4 nor 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 outer:Large missile.Max,16'-0"span at 30 p.s.f ASO load for Blade 1 Ft-389 R8 Ae A.5.5.A.INC. P.P.R. DRVA3 I5-094,rraf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes reSpeclivei Contact Us::1940 north Monroe Street.Talfahassrre FL 32399 phone,850.487.2824 The State.of Florida Is an AA/EEO employer,Copvrfght 2007.7013 Stale of Florida,;:Privacy Statement::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 mall to this entity.Instead,contact ilia office by phone or by traditional mail.If you have any,quieAlons,please contact 850.487.1395,'Pursuant to Section 455.275 (3),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall 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,F.S.,please click¢erg-. �product Approval Accepts: WS ® 1Cl http://www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THE:PRODUCT EVALUATION DOaAeff(P£OJ tU5 BEEJN YEIFTED FOR cow N OE III ACCDRmNCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING COVE TtHtS ACWRdDN SHUTTFA SYSTEM SMALL NAIL BE INSTALLED AT HLGF1 VELOCITY HINRRIWNE ZdlES. DESIGN WINO LOADS SHALL BE DUCR1121E0 AS PER SECTION IUD OF THE ABOVE MENTIONED CODE"FOR A BASIC MWD SPEED REWAED BY THE JUR150KSTCN WHERE 94VTTER WILL, TABLE OF CONTENTS BE BISTALLED WITH A DMECDONNHY FACTOR--D.ES,USING ASM 7-10 AND SHALL NOT EXCE[D THE UkVMUM(ASLO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TKRU 16,19&20. IN ORDER TO VERIFY THE ABOVE CONIXFAN.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 S1WL BE FM47 REDUCED TO AS.D.DESIGN WIND LOADS AREA,I- HV BLADES M d[ BY MULTDL.YTNG THEM or 0.6 IN ORDERTO COUPARE THESE WI MAX(ASD)OEM,PRESSURE RATINGS INDICATED ON SHEETS 11 TIRO 15, 19&20. GENERAL NOTES SHEET 1 IN 030E1 TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED:,AS TESTED.WERE ALLOWABLE STRESS NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABSTRESS FOR WIND LOADS WAS kM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS L4 WOOD, SYSTEM COMPONENTS 21-37 SLff.EF 3 BERTHA H.Y.ACCORDION SHUTTER SYSIEWS ADEOUACY FON WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VOWTED IN ACCIORVANCE WITH SECTION 1609.1.2 OF 171E ABOVE M-NOONEO WOE AS PER SHEET 4 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE&Wi40OW DETAIL -HV mADE(D fo2moi-0.S.OO7i5.01-OS,ftoo4.ot-05.#1214.01-0.5.fO317.02-06.fG6W.o1-10 AND/0210.(I1-11 AS PER TAS-201,TAS-202 AND TILS-203 PROTOCOLS MID ASM E-1666 AREA 2- HV RLADE(1j)ANO HV)WH WW BLADE AND E-1996 STANDARDS(MISSILE LEVE,D.WIND ZONE$1,2&3)&11220.01-10 AS PER TAS 201,203 LE 200 PROTOCOLS LARGE MISSILE. (WHERE APPUCABLEI -114 WJNOOW BLADE 0 10505.01-65 AS PER ASM E-1866 AND E-1996(MISSILE LEVE,0,%=ZONES 1,2 3)BASIC PROTECTION ONLY AND f 0725,01-86 AS PER TAS 7.02.PROTDODL IMCAL SHUTTER ELEVATION &NOTES ON Locks SHEET 5 INSTALLATION DETAILS A-F.CONCREEE/BLOCK SHEET 6 2 W BLADE ID AND W WINDOW BLACE 0 ARE ENGO:E:ERED 10 WORK IN U460fil WITH EACH OTHER UNDER THE GENOA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-ILL CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PIS(W SC EIIS),USED AT BLADES NNLXX E AID FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM SAES CD-ffERMATE DUALS W SHEER 8 STAIRLESS SITE.SCREWS WITH 1350 4a.YIELD STRENGTH AND 180 W TENSILE STRI NGnE.P•NS SH4L BE COATED WRH BERTHA W OALROSHIE.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMNT'E AL7ERHA7WC DUALS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMDbCAN SHUTTER SSTWS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEM. 4.ALL AUSWNUM EC.RU51ONS SWM BE ALUMINUM ASSOCIATION ALOY AND TFINPM AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIBO STRENGTH FOR 6063-T6 ALLOT S SOA W AA 35.7 W FOR 7720 CONNECTION MUMS 1-6.CONCP.ETE/BLDCK SMELT to 6WS-15 ALLOY. MAICMU{L SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE.&B:DCK SKEET 12 S.ALL S HALLS TO BE W1 FLORIDA STEEL MA ING OR 316 AISI STIES OR C013ROSION RFSiSTAYT COATED CARBON"FEEL AS PER ION 50018 WITH 50 Eat YIN.VELD STRENGTH Am 90 Isi MOLAL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL AMPLY W/FKdfRU0D9ti COOL SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE 2E.BLOCK SHEET 14 S.DOLTS TO BE ASM A-307 CO.VAHIZED STEEL.OR AN 304 OR 316 SERIES STAINLESS STET"WITH 35 Loi MOWUM YIELD STRE7NGM, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWMG SHEETS FOR ANCHOR SPECFlCATIOtSE W GLADE O: 12.13,14,15 TWD 20 INSTALLATION DETAILS M-R,WIXm SHEET 16 W BLADE 0&6 W0130NG IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WORD SHEET 17 6.THIS BEFRTHU H.V.AMORDAN SHUTTER SVSIM BEARS A U.S.PATENT 16'779,582 COUPONFNIS OF THIS APPROVAL ARE CONTRITE,IN WHOLE OR IN PART or U.S.PATENT 15458,179 ISSUED TO CAVERN EMD CONNECTION DETAIS 7-12 h X;WOOD SHEET 18 METAL SUPJNLYA INC; 9.It SHttL BE THE RESPONSIBIRY OF THE WFTHACTOR TO VE78FY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE C04.WMCR 10 S51-1/CAULK AREA 3: HV WINDOW BLADEA ONLY ALL SHUTTER COMPONENT EDGES WHISH REMAIN.TRRU FASTENING IN CONTINUOUS CONTACT WITH THE BEADING TO PREVENT WINO/RAIN INTRUS104, TfPXAL SHUTTER ELFVATKLN SHEET 19 10.EACH UNIT MUST BEM PERI/WENT LAOEL IN A VISIBLE PLACE TWT"WARNING NOTE:DURING PER000✓OF HURRICANE WARNINGS HOVE OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD � CIMEIIN7ES AND ENGAGE OR LDDC ALL IN AND No LOLLS. AREA d- HV WINDOW S ADE_E 11 ONLY 11.SNTTER MANNUFACRIREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORI ON SHUTTER IN ACCORDANCE WITH SECTION 17IM8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALIATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING LABFLLNG TD COMPLY WITH SECTION mma.2 OF THE FLOpOA BUILDING CODE 12 BERTHA H.V.ACCOR1704 SHUTTER SYSTEMS INSTALLATION SKILL COMPLY WITH.SPECS INOCAEED IN THIS DRAWING PLUS ANY BUADING AND ZONING REGULATIONS PiROVIOED BY THE JURISDICTION WHERE PERMIT IS AF41M TO. 13.(o)THIS P.E.D.PREPARED BY TH5 ENFNEM S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECnC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDWG LIFE SAFER/OF THIS PRODUCT,BASED ON THIS PLEA.,PROYOED HE/SHE DOES NOT MKTE FROM THIS DRAWING SHAD. ONLY BE USED TO THE CONDITIONS DETAam ON THIS DOCUMENT.WNSTRICTiON SAFETY AT SITE IS THE CONTRACTOR'S RIESPONAImm. OBTAIN PERMITS IN THE STATE OF FLORIDA (E)THIS P.E.D.WILL BE CONSIDERED CRNA IT ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SAALL BE PREPARED Br A ELORM REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND W:K)WILL BE RESPOISTBLE FOR THE FROM USE OF THE PLED.ENGINEER OF RECORD,ACTING.AS A DELEGATED ENGINEER TO THE P-ED.ENGINEER SHALL.SUBMIT 70 THIS UTTER THE SITE SPECIFIC DRATOK.S FOR RENEW. (e)ORFCMIAL P.E.D.SHALL BEAR THE DATE AND CRTC-ANAL SEAL AND SAGNAIURE OF THE PROFESSIONAL ENWN OF RECORD THAT PREPARED R. m R FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ...R r1,j/� � 0 2015 EASTERN I-VAL SUPPLY.INC. BERTHA HV Tm 11L1EC-o , Q■S.S■A■ Accordion/oKv.ShuWr WMADE KV.BanE , w/oR w/o Itv,xirnav'I American Shutter Systems Dls may wrz DRASNBr: All. 3t,9 .,WF Z THllT TESTING&ENGINEERING COMPANY A TEpF Association, Inc. OLD 11-192 41315 DME: 4 3 T5 ars KLA.Ss(5)6•,E.303,v.F (3D5)9 r-I63 331 4268 Westroods Drive 2 t ! I Pnahe:(305)871-1530,F4x:(305)877-1511 I. 1 o�� o-.W:w'ix-vaeElmn West POIm Beach, FL 33407 3 DRAWING No /NAL E�`�\;,`` WALTER A LUT' .PZ 4 15-085 P.E. SEAI.N7ftWTURE�0ATE FLORLMA La 1'4167 s SHEET 6 1 OF 20 / T.fW WOW 0"� � VMIE$ 1.918 Ti a M... .t.?00' aT c 1}' • 451' .09 1 aAT' 4a71s • f• 4.335' 1 "- a T a.999' .1 �• COVERED UNDER US PATENT 5458179 Ab HV UNIVERSAL BLOATER :{T ,' 5 HV 90•/180'•STARTER QUALIFIED FOR USE W/ NV BLADE(D Q HV BLADE 1 1UA HV WINDOW BLADE6005-15 ALLOY AND TEMPER QUAUFlED FOR USE'A HY 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 76 .3r-v- 6063-T6 ALLOY AND TEMP 1�¢_ t• 6063-i0 ALLOY,pA/ND TEMPER 124• 2.670' ' 3.556' • - � v__ .994' ., 1 • 670' 2.276• A15' 2A92• Gm2• •-- ].n6• 0.07V HV ADJ. ADAPrW LIP �, `'~'c• ,9 a t " BVDE 1 V HV WALK—OVER TRACK ADJ. OUAUFIED FOR USE W/ HV O9 HV {j?�NCH TRACK t 55 _ 6065-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ IIV HV G063-T6 ALLOY 0 TEMPER BLADE(1)ONLY. 1 HV RAINGUARD 6063-76 ALLOT AN ELADE N 0063-T6 ALLOY AND TEMPER FO - 1 O TEMPER vnAE9 1.9]6• BLADE 1, t' 1.915' Via 1.926• 60E3-T6 ALLOY D TEMPER 1.917' 0 003' .- 02]' �]• pqy� .093" .125• o 670 0 \A C 670 t.b66' 670. 6 - " 3.:24:._........... 70 11 HV CEILING HEADER (p HV HEADER/SILL �.HD CEILING HEADER/SILL -¢" a� O i ONLY, QUALIFIED 6�R65�OV� "ONLY Y TEMPER EPoTAA QUALIFIED FOR USE W/ HV&vSDE lO 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAUDriY. QUALIFIED FOR USE W/ HJ 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE T ONLY. -E 6063-T6 ALLOY ANO TEMPER p COMPONENT A D TI T2 X Y ! k NN MN! 2• 5•M4Y" 1/6• 1/6• J� 3• O.C30' � 1® 2- 5•MAX.10.192' 0.192• _ L J SIDE A�- , ""' "- 0 CORNER POSTS ALUMINUM ANGLES 19 2.5• 7•wx.i 0.19G• 0.190- BLADE( • I BLADE 1 V 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ;,q;� 6063-16 ALLOY AND TEMPER C! 2' 1 S•4V3Ljp,139• 0.1]1' 6063-T6 ALLOY AND TEMPER [LORiDA BUILDIMG CGDE(Non Nigh Velocity Hurricane Zone Tit(jj` ®2015 EASTM1 LAVAL SUPPLY,RTC. ERTHA HV m A■ `.S■�■ Accordion Shutter System L E C O Itde. N.V.BADE#1 W/OR W/0 H.V.HfADfA'1 HALE r*= American Shutter Systemsnx r4paamnaw I DATE I pHtcx or: x� *; �/l/ •Y- = TIWT TESTING k ENGINEERING COMPANY r rr z' Association, Inc. 1 I GinIf-'.92DIf-'.92I/13/1s oA e a/Ia/Ts STATE QF 11 s s1 x,.sGsl.r•.ais. ]1 ( 3B5)e7t-153o.:c.:(J 7671-1511 4268 Westroods L eve 2 W 1 D24'NING 4o p�'�• fCrJR�Dr'�\�++` •-^���`1e=�6e1•�a^ es: Palm 3eoch, FL 33107 s I 15-085 E8-6%167tB S, �i`F,�]]]�+ WATER A TEA Jr-PX a P.E. f'lttTp646(1MN�IRE/OATF TTORIIA Lk-1 u,67 s SH 2�OF 20 A.576' HOW=Dwta 45• 20- F P =Dw DE C147 DAVID P WMD MIR r gi yll I m i- h S was Tum •o .062" �.a .... _ �ply 4 n Wi96 1 316' ' ♦•t I......_-. 1 _ ..1• L&. cYuclfA .N9.16s cnlmeR ♦ _.__ '� �o��*� ill a10.YifoRPK (Ov E RA(D) 21 HV CENTERMATE `a. ----� 1325 =�QUALIFIED 1 &®ONLY 2 ® HV EGRESS LOCK 6ob3-Te ALLOY AND TEMaER Otl EO FOR USE W/ FN QlAOE 1 & 1 ONLY s W/HV QUALIFIED FOR USE W/ W 6063-T6 ALLOY ANO TEMPER �+ 81NLY. BLt,0E U1 & ONLY. URED FOR USE W/HV BLADE 11ONLY OD. .16 e 4• 6003-T6 ALLOT AND TEMPER P9A511C IMAD 18" 1.7 9... 4A/. -2. MOLDED TO scan+ zo7.r 1763• , p.... Gti + +360'AFTER RIVETING 0 .06' 1/4-9-20 x 3/4" BEFORE RIVETING i yit S.S. THUMBSCREW 1/4"0-20 RIVNUT* mE6 9+ AM (2024.n ALLOY)Iw54E FWKE ncl -F :L __• DIET lAMWO.FART 16629.AS U W ACTW=6T AWEL m I-'iliP-.-I C.VW TWM.PAS7PPDr(.NLY JU=07M4 OR ENL1:. PLAN " TRan aEVAT04 � HV MALE -T" LOCK CENTERMATE " HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV TEMPER HV FEMALE T" LOOK CENTERMATE QUALInED FOR USE W HV QUALIFIED FOR USE W/HV BLADE 1OONLY 6063-76 ALLOY/AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1'IONLY W/�B�EO ONL Y. QI:ADE(1 ONLY./ 6663-T6 ALLOY AND TEMPER 6063-T8 ALLOY AND TEMPE�R- 1917 3.161 ` $t— 1. !� nimDDER ° 093 Dsr. .214• f .214' ` ! �•6G" • KEY CaLA" „.(3 �._� '1 IR o I 'n6.875• .1vn. � _ L i 25•u,.. HD R O 0 E C" HD CENTRMATE C $QQ �6u 0 QUAURED FOP.USE W/HV BLADE 1 & A QUALIFIED FOR USE W/HV BUADE 1 & 1A NT rs 4 " 6063-T6 ALLOT AND TEMPER 6063-TG ALLCY AND TEMPER HD VARM 12•MRD. OUALIFlED FOR USE W W B1ADE 1 & *, .DER -.a6063-T6 ALLOT ANMPER41/2'(Dz Ixlrasl Do _ EY RTS .....:...._ ' 1.78"No.. LOCKING ROD t�5�F V L.375•o 1/4'♦ �4 HD LOCK QUALIFIED FOR USE W/HV BLADE 1Q L'J Hy /8"PI-1rZ ACETAL "'� H4`_��4" -20 AISI 304 BY REGENT HARDWARE MORTISE L=S SERIES 2.%M HOOK DOLT LOM 6063-T6 ALLOT AND TEMPER LJ gERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BIAOE 1(D&0A Q INSTALLATION°WILL REQUIRE A 7/16' HOLE URM QUALIFIED FOR USE W FN BLADE 1Q 9p,LLEO AT TRACKS FOR PROPER EMBEDMENT QUALIFIED U 4 BLADE�1 / RORIDA BUILDING CODE(Non High velocity Hurricane Zone ,•. ✓Aim ®2015 EASTERN MED:.SUPPLY,WC. i BERTHA HVTM :--_ /7TC o frac. A■S■S■�■ KV.ARACE crdiaPnW/O hKv�rwaSvyaAm Arnericon Shutter SystemsEv Ed DeCRP:XN DATEORA»a Br: M.L TIWT TESTING& ENGINEERING CDMPANY $T k S Assocfatfan, Inc. OLD 11-192. 4/13115 But 4/13/15 r.O•, Q. ,: 0335 N.w.3GT.51.595.303.11RG7.'A CY(f1+S.r16!L'N 111 •.-�L13 PHw:(3063x79-1530•E�:(3os)s71-955= t Pol Beach, LDrive3 2 ORAWTNG NO Wast Palm Beach, FT 33407 3 15-085 'AAr/r)q/1111111131131 MIER A TCU(.r,P.E. ' ILCRDA V.j 41167 S SHEET P.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/e•a HV HV 41 12' 2TORUDE CE P X62V IQ HV BLADE 1 j ! O J87s"r � �_I HV BLADE to = fW 4M BLADE ,oeZS• A675 .0625• 75- HV LONG RECESSED NYLON BUSHING # � I n KNUCKLE SLOWS •o OVEtak (TMP) �*t�5• ® HV SHORT RECESSED NYLON BUSHING \ y O.o02 ® HV NYLON HAT WASHER ©OR® We \T 9Far1 Rt•7%� y75o' 4� HV WHEEL CARRIAGE A)SI 302-303 SERIES •X 0.870-x3/16-THICK NYLON YM2 7/ MIN. --044 EEL 3 I I +-+---y�}�f� j R,r 44 5o• n ( � N( F 0.188'P NSI 302 SERIES S.S. RWMT 1375'0 OEM'ff.N .0673' �6. fS.7560• HV 1 3/4•ACCORDION PIN W/ JS HEAD * EXTERIOR J BLAZE :s 3/r I h7[I, oPwnss O+ tM Y-Y 7500 ® HV 2 3/4"ACCORDION PIN W/§B HEAPCLw '"I I.� ±2 i/4 �"'`'^"a 10 i POLYCARBONATE IMPACT RESISTANT HV YONOOW i i ' F u 'T ; t , TYPICAL HV WINDOW BLADE ISA AND OPLYCARBONATE FN WINDdW DETAIL ©OR I4 or ` ((SEE HOTS FOR REOUfREMEMTS) AOR ® I I *POLYCARBONA�IMPACT RF4ISTANT FIV\YI�LnaW BAYER MAKROLON 3103 POLYCARBONATE 1i :I 1 S I 12•Mo-LCLU to CE RESINS, LTV-STABILIZED GRADE OR SABIC tly PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FORa� x I io taME u INNOVATIVE PLASTIC LEXAN 103 RESIN Hy(l)w1K = I 1 O OR® I (SE'e NOTE '� ON SHEET 19). (1) HV PUI SHALL ALWAYS BE USED AT ALL EXTERIOR ® W BOTTOM 1D 1 KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR N •j 3 ! POLYCARBONATE SOURCES FOR 44 HV BLADE. L' EXTERIOR TYPICAL SHUTTER ASSEMBLY _ w� N.T.S. •HV PN�2 OR<-d: �muoa „�•.,� (2) HV PIN @ MAY BE USED IN LIEU OF®AND ONLY ATBLADEx�Ioa � p EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00324• (SEE N KN*F03 I arze (SEE OUIR f FOR 5�K cFvr am oral oou z w' oou mf. BLADE WHEN CORRESPONDING TO INSTALLATION "Il". SHEET 7. 04 CJ� REouIREUENrs) �� � = i I:.• 1Br,rs nn.a sT�uarx. uTw ax onay.w:, osoo v.>c, l notm.MOMC 1:Ai TSIP ISTI 0114 t7,Sae psi 3,= G.N.. (3) HV PIN @ OR @ W/ 1/2. O.D. 1/16•'THICK S.S. WASHER 0 � I ruximu,�,�� ,5,,,0,,, 340=ml K,=G,,,, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e> il= WAD SHEET I cry :e rr-af IJ A-DI .-i'. I me eaeiwaa oor�-mn,.� EEL CARRIAGE DETAIL �} s 'Almmeu 117: «�:Max • ASSEMBLY LAYOUT DATE w cuaac AVM o 0-1 o w a-Daus F.T.' Sur rx:w+ nu DIM w T om T asn Oue T0:.4L SRNF{/l.1101•L1:41i9+G .t:'.0 ate =I O+y a3w DM. nl HV BLADE SOLID (A HV WINDOW BLADE DETAILS FLORIDA BUILDING ME(Non High Velocity Hurricone Zone ,``.``p��.`ER A.•Tj�li�''�, ®2075 EASTERN METAL SUPPLY.INC. �:''L��EN'•.r BERTHA HVTN _ 7T71L E-7CO3,,. AnS,S.A, Accordion Shutter System HV.RADE#1 W/OR W/O FLY.1NNDOW BLADE 71LUT TESTING & ENGINEERING COMPANY American Shutter Systems 6acx,G,c„ DATE DPAW B1: UL A7FOF `" �` �^s~sm 30.VRO.0,� �-+�33Da Association: Inc" OLD 11-192 i/13/15 DATE, 4/13/15 ll�:(305P71-15M.Fu:(M)871-1337 4268 Westroods Drive 2 �`SS•ORIDA ..�@`�? e:nt� 4�ooa West Polm Beach, FL 33407 3 DRAWING No o�01VAL EyG'0" WALM A.Mil s.Pc. A 15-0$5 P.E. 961 1H1�%RE/DATE �W U"P 44767 c SH OF 20 "NOTES ON HV LOCKS AND CENTERMATES: A 0 C 0 Y N 9 T Y 7.LIAEmATGrrr rxRirxrrox Rte ONE FTY LOCK @ of F SHUTTER SPAN�S1iJU1 BE USED AT 1/2�SHITTIER SPAN FOR ANY SPAN OR 12' ANY ElEVATIOAB V LOCK��or 2MAY BE USED AS AN INSIDE OR OUTSIDPTOE LOCK,ATTACHED T"IFo 13.4ONIS6 CENIEIi1HTFS W/(2) 1/4'0-2A x 1/2'LONG FIAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE AS INDICATED ON OQOQ TYPICAL SHUTTER ATION. 2. •IF OESTRED, FOR BETTER PERFORWNCE OR FOR SECURITY PURPOSES,UP 70 TWO NV LOCKS 4 f5 OR MAY BE USED AS AN MOE OR OUTSIDE LOCK.CONNECTION Or LOCKS TO CENTERMATES V OR SHALL BE S INDICATED S NOTE(1)ABOVE LOG ON OF LOCKS SHALLINDICATED BE AS tN OTE(1 ON TYPICAL SMATTER ELEVATION. °`•- i2 IS USED WLM H.V.1,699:LOCKING RODS OT REQUIRED AT URR;CAYE POSR70N,BUT MAY II --- 4 �b oa(SO,Jm 4� •' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO ARE HLOCKING RODS�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 4 •ONE Fh'(ACK BE USED AT CORNER CENTERWATES FOR ANY SPAN a - AND INSGl.lA130N5 AT ANI'FSEVADCN.HV LOCK g or W--BE USED AS AN OUTSIDE OR INSIDE LACK, ATTACHED TO.®CORNER CCENTERMATE W/(2) 1/4 4-20 x 1/2'LONG FLAT HEAD S.S.M.S Two LOCKLYG RODS 4 5 Hx� AT TOP&BOTTOM SHALL BE USED.LOCI➢ON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p MAXIMUM MAXIMUM SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. Al TERMATE To �;� • ONE ALTERNATE HV TOCK MAY BE N UEUONLY OF HV LOCK or FOR Alt(SPAN AND vl �-- 9>;•� d° GYr INTI 17015 AT ANY ELEVATION.ALTERNATE LOCK 2 MAY 13E USED AS AN INSIDE OR OUTSIDE LOCI(.ATTACHMENT OF 1/4'o-20(3/4'S.S.TIMMOSCREVI 7o 23 OR @ CENTUOUTTS SPALL BE MALE W/1/4'0-20.3/C ALUM. RNMIT AS SHOW ON SECTION HVE SH=E S.ONE LOCK SHALL BE USED AT 1/2 OF 9OITTER SPAN OR TWO �1 C x LOCKS AT 1/3 OF SHUTTER SPAN. ) -gSa, S.MAN11 DRY CONDITION i3 FO4 KEYS@NE MpLJHTXO INSTALLATIONS- ONE IN LACK or `or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 4R 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAY FOR SPANS UP 4jTD W.AND FOR INSFALLATKU.'S AT ANY ELEVATION.HV LOCK(8 or @ u @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2)1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEE END - M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ IY:TAIS ON a F I N x Y 0 • v w s OR TOP AND BOTTOM IS COMPLETELY MANDATORY. S<M 10& IS TYPM•FVLL " *NOTES ON HV 'T' LOCKS AND CENTERMATES: OF CORNER I. •'"gym�'"------- CENTERMATE ONE ALTERNATE HV T LOCK 3O MAY BE I At1ID IN LJEU OF MJ LOCKS"OR��$$FOR ANY SPAN AND w�oA�•�oc®a,1D•�'31m IHS7ALIA7ION AT ANY FlEVA7KAl.H.7i(NATE LOCK Y BE USED AS AN DAIDE OR OUTSIDE LOCK ATTACHMENT OE 10.^IC®INCLUDES USING REINFORCING AS SHOWN ON SECTION FAG,SHEET 9,WHICH MUST BE 10' •'`::J•p;3,,�Q+ ox -------- CONNECTED TO C&rERMATFS 0 AND�W/ )/4'9-20. 1 1/2'LONG S.&THREADED BOLT W/7/8'0 x 3/32' WINGNUr OR W/1/410-20x1'S.S.M.S.INTO A 1/4-ft 5/8'MMUT.LOCK MAY BE INSTALLED AT MOSPAN OR 12' •V'kJ�©• 7t�' a MAXMUM AND BELOW AtlDSPAN. USE OF TWO LOCKING RODS Ig TOP AND BOTOM IS wSIDATORY. s • LCeh �•�3}�V•�s�(f3• a *NOTES ON HD LOCKS & CE ES: I. HD LOCK bTJ HD L£NTQJMATES.3j OR W/ . ONE ALTERNATE MJ LOCK T� W�YB]C, USED OJ UEU OF PICAL (1? HV BLADE SHUTTER ELEVATION W LOCKS OR p�FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION:ALTERNATE HD LOCK @ MAY BE USED N.T.S. AS AN 0670E OR OUTSLOCK.ATTACHMENT OF HD LOCK kVpTO E� W/3/8.3/8'F.H.SSA.S.,AND INCLUDES REINFORCEMENT INSERTS AS SHOWN ON SECTIONS HDB-INB AND IS HCC,SKEET 10.LACK MAY BE 44TAUED AT WDSPAN OR 12'MAIOMUM SEIM OR ABOVE UIDSPAN.USE OF LOCKING RODS @ IS COMPLEEAY OPTIONAL FLORIDA BUILDING CODE on High Velocity Hurricane ZOne Jsv4���a, 0 2015 EWTERN METAL SUPPLY.INC. Q` Tom''' BERTHA HVTM E�F :�� Accordion Shutter System = /T1 UE C®e w Ls A.S,S.A IMRV.SAX#1 w/PLR w/o FLY.►wTnvv DAM American Shutter Systems IV.Ift Dmemz„maLTt Dw,N er ui TILLIT TESTING&ENGINEERING COMPANY •tJ: Association, Inc. , OLD t7-T92 <!tt/75 lulc 4/13/15 s p. STATE OF .�� rs xw,x se su.xx DA A cuaeAs J AxW As, •:(335)67,-1530.Fc•:(305)371-1531 4266 Wes(roads Drive z DRAWING No •-ma L K0000t a West Palm Beach, FL 33407 3 sslONAL C�Go` Y J 00.T71J PE 4 15-085 ftORaA Uc f 44167 5 SHEET P.E. SFA'(j31tlfdklURE/DATE 6 5 OF 20 PODPM CONCRETE AtC'HORS r - CONCRETE (SEE SONECUE ON Stacy u) I me 1 OR Qq� ETDsnHtc 1 M� t EDGE OF '-I,�iapEmwo GUST- 1'(sO:.a4nue EDGE a a 4m,�ry ..m x l APRKAS.E EK6TNG aa343a� !� r-tm a 2m i AL7EIOtA .r i I I OOSRN•0 ( �� 4' ON � ANCHOR i, I I 11 W14*Ro WASHER HFJU 11 OR I3 MI S I 3/E tM nx Sam m 12,O.C. L. DCE I 0 � 3/e (SEE SCtE w,cl,aRs 8 6 7 (sem seHEOetE ON sREsn tJ) APP JCE&L I EDGE EXISTING I EOCE os--% �I' '1i APP v ( CLASS �IF / 1/2 1- EDGE OF APPUUg.E o. _o.' SDGE 1F ✓:PPUCAMX POURED Pat= FLAT ITD CONCRETE ANCHORS ' CONCRETE m �ma34 ratQemAC POURED _._ ___-..... - 1 CONCRETE (5=E SLREUS/LE ON SIL�T ta) REOUEaD �T � ANCHORS Wsw 19 ra R 0 CONCRETE (EESCHEDULE oN '° SJRECUREU E It .TRENCH INSTALLATION Y D ONLY FOR UP TO+70.-75 PSF ASA, FQ HV' FLOOR INSTALLATION t ( Hy WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER �HV CEILING INSTALLAyON SCHEDULE®a,SHEET tt A aiss ` C FJUSi1NG—`'^—�qam4D,a0t ;i -'--•�(' ,3 4' IT o FDSILNG prSn,G ICOaGDG/DI,�I//av Pa�ces _a am,0 I( O1/,4- I CLASS r�TAPPO. UAxGLSS (SNCREToARro7(SEES<t�O�oN 1/4-0 rM DMw/SHEEr M I �mmR o aC.FOR IrP ro e'-0'svw rno LAFW TIM snort Ar Ewer rASRTI&,CAO L O*P.)(`AT a t1 aR BEET,I 1/2• 8fill ---- o� to a' glo !4'tax_ �wuu.�u 6— I o ; WASHER MAD PT -1 (1TEX SCREWS O 12'O.C:}14)3/4' M HIE D "„' IB,TEK SCREWS O9'aC _ ___ -J i .+ /4'�-roi3/4'''S USOR 1/4b•-20 S.S.NS. CONCRETE n::.HORs _ 6 . i14c3/4'SA.S. / _ _ r 1/4' -..i;�..:f t',.`. t/<•r-m MRs SEE SCHEDULE ON O 9'O.C, uo.. W/NUI O 9 O.C. '' ( .//' - ' 1 SIaEf 14) (j// . . OMW NDN'ITAK wt4.17 a 1. 17 I1, z. i+w.. �TRY(DEOGRATK / EDGE o / PU IF t t14r3/4�FH S.D.S. e,1ALY. E. ��--1 7 8� 1 7/R' / APPU CONCRETE ANC1!ORS NOTE IJ(D \\'SIO 9'O.C. ” - ,A TE ..;' •' ` ;.. - D PCILM CONCRETE (SET SLT1EDDtE ON 031 SHEET 1 ) \ E NOTE 13(b) `._ '•.:� `' _ __. Coa10RETE DLOC!_ SHEET 14) rouzza CONCRETE ON sNrrr 1 OR CRED OR CONCRETE BLOCK f REoumn �t KEYSTONE MOU[3 M INSTALLATION OPROMAL POURED caNaErz HV WALL FLOOR INSTAL TION U HY WALL WALK—QyER INSTALLATION y,..AA1uamcN :.e4_n r P.ECURED uEOA+r 9uOw SPAN a'-D- UARD 1 S rxuE NSTALLATW ALM MR COWNATroN OF xcna+s: t RMOVAEEE SHALL E E D.o EDGE TIONSDISTAO ADJACENT 7D AN o"Et.f:EXIT ♦SEE UDRAIIONS OF USE FOR I-SEE SHEET 4 FGR TYPICAL.SHMU (SEE SPEC n J T p 6 ONS 1ER i3) OR ENTRANCE p ON SHEET 18 I N STA LLAT I 0 N DETAILS W/ TH V B LA D E ASSEUB�N:SECUONS CAN BE COUSINED DE ANY WAY TO SUIT MINSTAUAnoN. FLORIDA BUILDING CODE(Mon H(9h Velocity Hurricane Zone ��• �R P..f!((��A,y,,� 0 2015 EASTERN OVAL SUPPLY,INC. EN BERTHA'��' �■S■�■A. BE THE4 H1ITM Accordion Shutter System 1 L E C® �a e. Kv MADE w/OR w/o H.V.vnN>av American Shutter Systems DMCRP DATE D".N RI, ,1L TILUT TESTING& ENGINEERING COMPANY q'•, 117E OF ;: .NAi. .•,x., �mra+x cA'°rors.nDxiA 1`.1 ASSOCiation, Inc. 1 CO i t-t8z 4/13/35 PATE= a/13/15 PAarc:(WS)E71-1530.Fo.:(305)871-1531 4268 WeStroods Orme 2 DRAMONG No %•�"C� L ' �\�� e719 Wes! Palm Beach, FL 33407 a P. ,�rpt" A.DLa 4.. L. s j 5-085 "11 WIVER P.E. Si'I'781 6E/DATE FEOROA ,044,67 c SHE OF 20 SEE END WALL CON 00 DETAILS ON SHE 10 & 18 11 WES ON LOCKING arae®,to LOCKS `f INSTALLATIONS WZ (HV AND ALTM'MTE 11V LMA'0 O%=& 00- COSTING GLASS **gA,p-SLACK DErA0.lfVr IS VAUO r0A Au. Irf/ BLADE W HV CENTERMATES ��rES APPUC&MI M mo=o OR SEE END WALL CONNECTION rDurnNG aiss DETAILS ON SH 2'x217/a•Ao'-2 I O'�w Q,®°°�' 3 1/4' T --.__...._.. G 1/2' 7- _T6 ALLUO ALVIL POSING AIMIZw/(2)WoTAPCBH t/s aQ•® S�MMETRYCAL � To � I - CENTERMATES { (<7r1U CONOR /1Ox3/P S.NS.O t2- CEN11911ATEES tAIN.SEPAPAT{ON �'�`Hs TO T o.c.r'1 ua+asr W/ HV LOCK or W/ HV LOCK or To� I AT EACH ANGLE.(TV I HED (SEE SCULE 5 * 5* I N �* 3 ON SHEET 71) 7 7 Q�®�©.�a®P HVC 10•©�©•®°°®•©° HVA HVB ©°9�°© 7Ow 8Or.10+Qa E%15nt7G af5> POLRED GOMLRETE on COTX7 D TRS WALL GtAsS SYMMET_ RICAN IN v• • v`Q ®" NCH.saaunav 8 -A-p Q«1l�•Q-1\_Gtise� O CENTERM S r ©.®w t •�8a®•®� To aAss 5 j w HV OCK .6 OFTIONAS. (SEEcSCHEDULE -.. or©•® .._..- ('�* © `-1J-y----�L� (INTERIOR) ®"�w O9•©�(�•� G4_BEET 11) ,I M:N.$PrFA71CN ®a Cl!1-�\ (SET NAL 1t -CONCRETE 1.r._ -- -- ----- OUT /ANCHORS o vAmts � i (Y 0 U T _ b 1/2-LIM%ACK HVD o T HVE �J HVF** F1OMDA BUILDING CODE(Non High Velocity Hurricane Zone m 2.015 EASIMN LET&`EPAr.wC. ,,�,•���� �JT�''� BERTHA HVT, IIII A.S t.Si tt,A. Accordion Shutter System x G. E�r® iNc. FIV.t3ADE#1 w/CR w/0 RV,WWW RADE American Shutter Systems 1>�meav DATE DRan1M UZ TR17T TESTING& ENGINEERING COMPANY •o'• STATE OF 'k esss nM.:%+ V_sx=.V>amz7 CAMUM nacos 337 Association, Inc. 7 GE.�7 t t-t s2 4/13/15 Mt?': 4JI SJ 15 +03 Pl—;(ws 7_7so,ra.;(s�)sr1_T�A 4268 WastrocCls Drive z �'• , DRAYANG No O'•. F10RIDP �� a ate=Y19 West Pcim f3eceh, FL 33407 3 ........... ®�T,9 i 15-055 wFljWK A.-1.u.PE. SHEET P.F..A��?YAL� t ATtJt7E GATE rLaaw uG a 44167 a 8 OF 20 POURED CONCRETE OR POURED CONCRETE PCURR)CONCRETE RED CONCRETE CONCRETE BLOCK'WALL OR CONCRETE WALLr— OR CONCRETE EL REDUiPED �-' OR CONCRETE REQUIRED REGVIRED BLOCK WNREQUIRED ,—EXISTING CLASS DOSTING GLASS CONCRETE NapiO EKISTING B"Ass ieL SF37JiMi0F1 S - _ 1 Y uN E705nN0 CU55 O 1fi'O.C. r 2-HVL 1 TO CAS(SEE P — T —F WL SEMR/TIP1 E ON r 16N.3PARA7PJN ;, UK SEPARARON [0 EA ,0 fiASS(4x 11 FDR BADE ORo SC II.ttEQC(SEE � i ID PASS(3Z SCHEDULE W SHEET 1/16-.3-mu- ON SHEET 19 FOR 11 FCR MADE pAND SCHEDULE CN SHEET 11 FOR BIALE OA•o (6063-T6)DONT. HADES(D @® 11 FGR DIADE OAND ON SHEET 19 FDR ALUM.CLOSER ON SHEET 19 FOR 1/2" P�Ot FUR E�R}F�-SAT 1 F1ADe5Ok Q97 RATE.((LOCATE 1/2-f-7 / ` BlI06 O& T--� OP 5 AT f3911LR s0EMIA l I 1/2.-WN. �Q) I 4 USE 7.OR 2'HANG 110x1/2'SAAB. I s --_ (u {10x1/?,•s.H.s,_„ --- O 16.O.C. ALUMINUM G.9 ANGLE 1 ----�• 0 16•Q.C. _ - ------ (6063-76 N1OV).AT HIDHE1GHj' 4 ` _— (2)1/4'001TAFCONS ANC RS TO rj SEE DETAIL X FOI WILL AT I.O.C.(LOCATE AT SIDE CONNECTION ��OR EITHER SIDE OF 0) 1 OR(� 1 OR �' sax DETAA.X rOR 1 OR ®' TO TRACKS SIDE COtINECDON 0'.Q)-8 •®o SEE DETAIL X 4 6. s 6 7 8' 1 TO TRACKS 6-�-vO,@�?, SNE CONN�•�� .7'P 0 ®�©'�©'©°' TO TRA-a'SS �. ©/�.Oj •La._ft.�j .®m ®,O,©.©,r�_,0•®°' o�'�r©�,°io o.®o _..6.7 g.7. SLY'�'�©'2Y'�:A'�� ®•®�©-lY'-©'®� Q'��®'®w®-®°•CY•® a0ON-DETAI ( ) Q QION DE ON 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 O $R07URED OM_Y FOR SPANS GREATER TMN 12'-0' POURED CONCRETE OR ——-'—— [XRTt7G CLASS RECUIIRED BLOCK WALL J/_--' �Ic 4 4 +BL 3-r^.1Lt11d9 �1 /2-S.M. - 1 �F�y\ _ __ TO CLAS(Sa: O 16• .0 bat•SUAr ION 11/. 3.TJ___�.-.__ ---_-_ �1�y c P.E N OAFU CO. lIY FAN. 1O OASS V _---------- ------ - ---_ ON 9EET 19 FOR ANCHOR O 504II RE pl 9ELT .� _ .. _ © ® HA'X<S OG It FOR 6[AOEOR CR 1 OR(D Q} 12'O.C. / _ __ ra,_•J CONCRETE .. .. ON 9RE77 19 FOR ANCHOR f O 5 EA06 OA _ pR@ C o.C. iTz w+—-- - --- 4 J EO 1 H� $ R�OR SEE UHRARONS Cr USE FOR ,� BiADE©ON SIiEET 19 VIEW VY 5 OR ®' PLAN OR�' - m> 0 0�®� o�©o�®� �� TION o DETAIL POURED C01+1X7[fE aR 6-7 s8 J5'®o�•�©•®m CONCRETE BLOCS REWIRED l®N'•(Q'Q�a©•O-®�^ HV BLADE OR (IA HV WINDOW BLADE INTO ®'©•®" -0-0.0.0-®p CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q ®�®�°� -® 9 END CONNECTION DETAIL(61 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ����• �R A.T/C�jT,.,/ a 2015 EASIERN METAS SUPPLY,INC. .......... r' BERTHA HVT>A ��0, S S Accordion Shutter System :1L i ■ ■ ■ /Jr k American Shutter Systems H.V.BLADE 11 W/CR W/0 KV.N1ND0.Y BADE TIWT TESTING @ ENGINEERING COMPANY D9xmvtan Dur DlWh Fm HL STATE OF va n.a.was..s.a6,MR=""MNI FLCI=sn Association. Inc. 1 OL0 11-192 4/13115 RATE 4/13/75 90` 4 ` Rm :(1DS)971-1530.F—(305)971-9511 42758 Wes(roods Drive : .��•. R V c1 .-�:1iTaa+�m*+ West Palm Beach, Ft 33•f07 3 OW151NG No ��''`asS/ONAL�NGp WAI M AA.EB-°m 17T1k.PX- 4 15-085 P.E.��SL1}19fdlAltUREfOATE FLORIDA u./44161 c SHEET OF 20 SCHEDULE lit SCHEDULE �2 SCHEDULE AL3 MAXIMUM SHUTTER SPAN 'L+'OR 'L-- MAXIMUM SHUTTER SPM)* "L+' v0IMUM SHUTTER SPAN*'L+' — 7I INSTALLATION Fl1Ft:D '.�.�: (ft.). FOR INSTALLATIONS W/ _. p OR R-' (ft.)FOR R "L-- (It.) INSTALLAT1ON5 &Et71�9�5 OR W/ CONCRETE& WJ ONE HX.LOCH (0 oro®or or M W44SORY WORD (1)L+:IWDNUY D. SIGN PRESSURE R IE URE FOR RATING.CNEN HD LOCK ®W/NO LOCKING RODS or ONE Ff I LOCK or or &�W/ONE HV LOCKS P°SM;MM.ALLOWABLE PAN pNEGATIVE Cf?1fF.R)3ATES & W/ONE HU W/NO 1OCKI G RODS OR W/NO LOCKING WALL A, B, C.D, E, M, N. 0. P, 0, A.S.O.MICH PRESSURE RATING. ® ® ® ODS MOUNTING F, K&L R, S, &V. LOCK®W/TWO LOCKINC RODS®TOP & (SEE NOTES t,tt) (,1170 FOR MOU!tIWO Q (2)PROCEDURE TO DETDtMN!MAXIMUM SPAN FOR BOTTOM SEE NOTES T♦ SMELT 7) FLOOR/CEILING C. H. I, It,J T. U. 'W &X WALL MOUNTINGS(TOP/Danou)OR FLOOR/CEILING: /� rnnCRETE riY1CD MOUNTING OU'ICIiE7E g WOW DiSf/ilAiIONS V CONCRETE &M 144Y14A/ �� N Y^i16r' GIVEN A POSITivE AS.D.DESIGN PRESSURE RATING. ASA.trt.7„ Asa I45 Asn.U6X„ INSTAtLA1gNs 14A11 MOUMOIC FLOOR/COLING MAI. 0 I7 FtOOp/�.1iy_yql DETERMINE{4AXUfUY SPAN 1+'FROM SCHEDULE. �Y MOUNTING fWJ FLOoa/COUNc wou TDM. oA OMEN A NEGATIVE AS.D.DFSK7N PRESSURERATP)G. {.of-) (t -1 F1 NL Y71AOfNc DETERMINE MAXIMUM SPAN 1-'FROM SCHEDULE. L {7} L-{7 l -(>j t,{y L-{IQ O MAX:UUM SIWITER SPAN 1+'OR-L-•FOR 30 OR LES i6'-0' 15-0' 15-0• 15-0• 30 i6':D' 16'-0' 30 16'-O' t6'-0' INSTALLATIONS 4470 W00p SHALL BE LIMITED TO FINAL MNOMUM ALLOWABLE SPAM 6 EQUAL TO THE 35 1a'-10' iP-10" 15'-2' 16'-0' 35 _ 'i4'-10' 1C-10'_ 35 ls'-z' t6'-t0' 105 mf.AS.D.DES"PRESSURE RATING. !£h1MUM DEITRhI-Nm SPAN BETWEEN 1r'h� 40----13'-70' 13'-10• 14•-2' 75-2' 40 13'-10' 13'-t0' 40 .14-2* 15'-2' (3)PROCEDURE TO DEFUNNE MAXIMUM SPAN FOR 45 t3'-1' 13"-1' 13'-4' 74'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' 't )N CORNER CENTFRMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MWONCS 50 12'-5' 1Y-5' 12'-8' 15-7' 50 12'-5' 12'-5' S0 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: T55 11'-SO' IV-10, 12'-1' 12'-11' 55 11•-10' it'-70' 55 -Ii'-1' w, FOR SHALL BE AS 11401CATED ON MANDATORY CONDMON F2 FOR p CNiN ppp{y[pS.D.DESIGN PRESSURE _ 2'-4' 60 11'-4' 11'-4•-' 60 10'-2' 10'-11' NOTE f5.SHEER 5. RATWv. -- 65 10'-10' 70-70 6S 9•-5' 10'-1' pETEFTMiNE: 70 t0'-5' -10'-6' 'iC'-9' tt'-5' 70 td'-6' 70"-6' _ 70 8'-9' 9-i L,+-UNC SPAN FOR WALL MOUIMNC,INSTALLATIONS. _ Lx+-M.SPAN FOR FLOOR/CE7UNG MOUNTING f0'-4' 11•-,' 75 10'-t' SO'-1' 75 - 8'-4 't't F>tCEPt THAT 174CMLIL/9iLiTTFR SPAN 1+'OR 015TAW.TI0N5. 80 9-1D' 0'-10' 10'-0' IV-9' 80 _ 9'-10' V-10' 'L-'AND MAamUM ASD.DCSNG FRESSLRE RATIN:FOR 85 9'-6' 9'-5' 9•-9• 10'-S" 65 9'-6' 9'-6'_ MIAL AMCKS TWO CONCRETE OR CONCRETE FLOG: FOR A GYEN NEGAINE A.S.D.OF;iiCN PRESSURE SHIU BE LRAiED AS FOLLOWS: DETERMINE,90 9'-3' _9. 9'-5. -t0'-1' 90 9'-3' 9'-3' DETER!=. 95 9'-0' 8'-9' 9'-2' 9'-ID' 95 9'-0' W-9' LI CONNECTIONS T2 KEYSTONE MOUNW-O'ttN0 L, MMC.SPAN FOR WALL MOUNTING OLINI tATID.NS. LINKED TO 84,-72 p.v.l.AND 8'-O'SPAN, SEE 12 MO.SPAN FOR FLOOR CEILING MOURT7.NG 100 B'-9' e'-4' 9'-0' F 700 W-9_ B'-4' MOUNTING @)ON SHEET 7. INSTALLATIONS. FLOOR/ 105 6'-T T-11' 8'-S' 9'-4' 105 W-7'_.... 7'-1 i' 110 e'-4'"._1-7• ._.6'-7' W-2' 770 8'-4• 7'-7' RNAL WJa WUM ALLOWABLE SPAN IS EQUAL 10 IHE 115 W-2' 7'-3' 8'-4' W-ii• 1_15_ a'-2=-'7'-3- SEPARATION TO GLASS SCHEdULE M'NUUM BETWEEN 1'+''-t�F•'1'-AND 12-' S-11' 8'-2' 8'-9' ��120 e'-0' _ 6'-tl' 125._.___ r;-10' 6'-8' 8'-0' W-S' 125 7-10' 6'-e' (4) W 70 ANCHOR D MEGA E WITH FINAL,DE M%AOMUM AILOWABiL SPAN AND NECA7Ac A5.0.DESIGN 130 7'-8' 6•-S' 7'-10' 8'-I' 130 7'-8' G-;• MINIMUM PRESSURE RAONG TO DLTERMIiE MAXIMUM ANCHOR 135 r-7• 6'-2' T-9' .'-97_. 135 7'-7' G'-2' WIND ZONE SPIw'YNG. 140 r-5•�s'-I ' 7'-7* 7-6' 140 r-s 5-u' ASTM E-1996 SEPARATION 145 7'-3' 5'-9" 7'-5' _7'-3" 145 r-3' S'-9' TO GLASS 150 7'-2' V-7' 7'-4' 7'-0' 150 7'-2' S•-7' 155 7'-0- 5-5' r-2' G-9' 155 7'-0' s`=5 1 TMRU 3 1" 160 6'-w V-2' T-i' 6'-7• 160 W-11' 5'-2' 165 5-10' 5'-1• 7-0'- G'-4' 165 V-70' 5'-t" 170 G'-9•- 4•-lt' 6'-t t' V-2- 170 6'-9' 4'-1X' 175 6"-7' 4'-9' O'-9' B'-D' 175 611T 4'-9' ISO 6"-G' 4'-B• 6'-9" V-70' 180 6•-6' 4'_V H V BLADE 155 6•-5' 4'-5' 6'-7' 5•-8' 185 W-5• 4'-G" 190 6'-4' 4'-5• W-6' 3'-6' TSO - W-4• 4'-e' 195 6'-3' 4'-3' 6'-5' S'-S' 795 6'-3' 4'-3' 100 6'-2" .-4-2-... 6'-4' S•-3• 200 6'-2' - 4'_2• 205 6'-1' 4'-1" 205 6'-,• 4'-1' ('LOR30A BUQ.11ING GOUE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY•I[:C. BERTHA HVTM Accordion Shutter System P 11L E C A.S,SA.ice`d RV iiADE#1 W/OR W/O H.V.WINM 9.ALE TILL)T TESTING & ENGINEERING COMPANY American Shutter Systems r,•w ocscas'0 MTC og im 9.:wnv. a * a"N.W.sem.$L.s,e.x5.rpKrW r. e0,nog"3.1, Association, Inc. an 11-192 4/13/15 wf- 4/13/15 1 - ft—:{3t4+NF'1-1530,Fa:(305)871-1531 4268 Westroods Drive 2 T— —Ara e-mml:nt�.L_ West Palm Beach, FL 33407 3 DRAWING No `a m-90067,9 15-085 M.,LTTR A Tri Jr.P4 4 E;cs!kIl E/DATE U.1 4„67 6 SHi1Tof 20 MMMUM ANCHOR* SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOU TNGS E,4&N ON SHR17S 6&73 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FO�ICLD 001i�]E/ORN�QE BOLAS POIAD aorCIME (A) TO DaSIING POURED COHR(EIE(Uln.rc-3 W) umawil_J WALL SILL MOUNTING ©CEILING MDUN)INC (Hj FLOOR MOUNTING - 1/4'6 TAPCON OR TAPCON WTH ADVANCED THREADFORY TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUMEOL(W..1'.-3 9a) SPAN LLNGtlOTZS SPACING FR:F/Nn -1/4'0 a 3/C ALL POINTS SOLM-SET ANCHORS.AS DGIRIBURD BY All POINTS SCRE'F.BLT&SPECy1TY COUPAHY.(II'61.re®3 It (1qk=DEM mm"ME FREMM IAN PR MUNE FNIiw&SO T+9W IETNAE PM39A TAMC -1/4'/BLU TM CONCRETE ANCHD S W/CAP AS IUNUFACT RED BY FLORIDA FASTENERS CSRECT,DS.(Mia re-2 10) 30 40 60 175190 120 160 205 30 407S 90 127 160 205 30 40 m 7s 90 120 160 203 TAPCONTACO tA'H7 R -t/4'6 TMF£R+ANM40RS As MANUFACTURED Bf POWERS rA ITNEES.M.AND ORTRE BITTED BY All P0.'41S SCREDI.ELT&SPECIALTY t4 f2 SCT o D a 5 6 14 N 12 10 B 4 8 0 0 14 1 10 a e 0 6 G THREADFOU1 TECHNOLOGY CAMPANY OR ANY OTHER APPROVED LICENSED OR AUMORRED VENDOR RECFSIERED WM THE AMERICAN SHUTTER SYSTEMS ASSOCHT70H.INC. X-O' 14 72 NIA e 8 6 0 14 f2 f0 9 B 0 6 8 1f ti 10 9 B 9 6 0 (I6n,rC-J kN) OR LM 14 /2 10 9 a 8 6 6 11 12 f0 9 8 D 6 0 14 12 10 9 IT a 6 5 111. SCUD- B-UE TM W/CAP NOTES: 14112 11010 B 6 6 7 N 12 10 9 8 IT 6 0 14 12 10 9 5 8 6 6 A-1)UNIM M E SEDYEIT IIID PWT5.I7 CONCRETE OF TAPCON OR TAPCOTI VOM ADVANCED T48.7VDFaWI TEChlWLOGY ANCHORS ANA TAPPER+ 14 12 t0 9 0 7 55 JS N 12 10 9 0 a 6 O 14 12 10 9 6 n 5 5 TN'PM+ AJNCHORS IS 1 3/4'.AND FOR BLAZE TAP W/CAP ANCHORS IS 1 1/Y. 4.-0. 14 /2 10 9 a B B B if 12 f0 9 8 e B 0 14 12 10 B a 8 0 63 N. 72 70 9 6 5 6 4 14 12 10 9 0 a 6 45 14 12 10 9 0 0 4 33 A2)IFAM M DAMMEM OF 1/4'0 s 3/4'ALL POINTS SOLID-SET ANCHORS SHALL ALT 7/8'INTO THE POURED CONCtEIE NO afBIEDNENf 14 12 ID 9 8 a e 'ALA to 12 f0 9 6 0 6 3.0 11 72 10 9 0 0 6 45 .� A_u15 a�� INTO STU=SHALL BE PERNIFTI D.1/4'0-211 SES IAACHWE SCREW USED SHALL BE 1 1/2'LONG MY%IAM SHOULD STUCCO MOST,AND la 12 10 8 75 35 35 - 14 12 10 9 0 8 6 5 N 12 10 9 6 7 5a H 4 HA yOn SIREN 1➢ 1.%OiQ1UM FOR WALLS WTIH NO 81U000. 12 10 9 a G 8 6 N 11 10 B D 8 6 33 14 12 10 0 8 8 4 ALS 14 12 f0 9 e 7 1 a 1- 14 12 10 9 0 es 5 33 t1 12 f0 a B:, 5 u 3 A3)M CASE TTW PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY N?NEER BE FO1RM ON THE EaSi1W.WALL OR FLOOR. 74 12 10 9 8 7.51451- 14 12 10 9 8 8 6 45 14 12 10 9 a 8 45 73 ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAIN STRUCTURE P 'D SAM WALL FINISHES.ANCHFJRASE SHALL DE AS IA'OICUEJ ON la 12 95 7.7 as 45 -I- 14 12 10 v 0 75 53 4 14 12 IO 1 9 8 B s3 J5 NOTES Al)&A2)/RU'-FOR INSTALLATIONS ON NOM SANG OR M WITH OR 1WTHWr%ETN.SRIOS CONSULT THIS ENGONcEM FOR 6'-0• If 12 10 0 e e a 14 12„ 10 9_ 8 6 6 3 71 f2 10 9 a 65•5 33 185TALLA1bN TNM EFS WITH ICTAL SIT=SEE SHM 20. Ti 12 10 9 7S 6.5 J - 14 12 HO 6A 7 6A! 4 3 14 12 a OA 55 4 3 14 12 10 9 6 6 - 14 12 10 9 a 65 s 75 14 12 10 ,2 e 5 1 (D) TO E7cSi1NG CONCRETE DLOC(:(ASML C-OO) - 14 12 8 ITS 55 J 1 1- 14 12 10 9 a 16414.5 33 14 12 110 a 7 5 u 3 1 1/4'0 TAPCON(OR TAPCON WITH AWANCED TUVADFORM 7E097OLOG1'ANCRODS,AS MANUFACTURED BY I.T.W.BUILO IS. 7'-0. Is 12 to D e 0 - - 14 72 10 0 a 7 3 4 t4 72 10 D 7A 55 1 3 -1/4'0 x•.3/4'NEL POINTS SOLID-SEr ANCHORS.AS DISTRIBUTED DY ALL POMS SCRpe.BOLT&SPEGI'.tt COMPANY. i4 BIZ 70 0 03 4 - NI 12 9 7s 6 4S 33-IAL O5 7 35 45 35 - -t/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASIFLTRS Cr,DOZEW. It 12 10 n.5 7 4 - - 1< 12 10 2 -- 55 4 - t4 s2 a 7 75 t3 = -1/4-0 TAPPER ANCHORS AS MANUFACTURED BY POaERS FASTENERS,INC.,AND DISTRIBUTED B1'ALL PooDC SCREW.BOLT&SPELIALTY 14 it 7 55 I5 - - 14 12 9 75 SS 4 - 14 12 9 7 5 45 3 _ COMPANY OR AW 07HIIt APPROVED LCEISED OR NJINDRIM VENDOR REGISTERED WDH THE AUER6AN SHUTTER SYSTEWS k%SOMTION,MC. B,-0 if I2 f0 9 a 5.5 - 11 12 9 0 8 4 12 f0 8 65 5 35 - NOTM 14 12 a3 7 :3 3 - to i2 3 65 55 4 3 123 6.5 6 S 4 1 - - - - B.1)WITH AD EMBEDMENT THNf DF10 CONCRETE BLOCS H TAPCON,DANE TAT W/CAP A4CHTf5 AND TARTER+ANCHORS b 1 1/4'ANT TAPODN H 12 9 75 a - - - 14 12 91 6 W 5 - - 14 12 5 6 83 4 _ VRfFN N)VA4CED 111RFMFORM IECNtIL04Y ANCHORS S 1.. 13 95 6b O ss - - 14 12 10 9 63 0 - la ti 0 BS 5 4 _ B.-0. fa 72 10 9 B - - - t4 12 10 9 75 1.3 - -_14 12 n3 7 53 4 - 02)%OL11UM EABEDMENT OF 1/4'9 7:3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY ENUMDED INTO THE CONCRETE BLOCK NJ - Ti t1 7 33 S 35- - it 9'S5 45 13 - - - EWBIDI&]RT CITU Sfl1S0 SWLLL 8E PfJOanED.1/4'0-20 SS.41ACHM SCREW USED SIULL BE 1 1/2-IDH^YINSIUW SHOED SI11Cm f1OA 7 15.6 6 4.5'- - 15=.AND 1'%NMMIT FOR WALLS H1 N0 STUCCO. 1151 85 55 4 - I< 12 9 7 0 45 - - 14 if 7 55 43 J1 10'-0' t4 12 10 B la 12 10 L'63 5 - - 14 11 0 6 3 4 - - CA M CASE ICOR PRECASTSTaNE PRECAST CONCRETE.PANELS.PAYEES OR ANY VENEER BE FOUND ON THE DISTING WALL OR FLMR. 14 103 7 5 13 - - - 13 931aS 5 4 13 - -f0 75 3 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REAM THE NOUN STRUCTURE DIDIND SAO)WALL FINISHES.ANCHORAGE SHALL BE AS INCCATED ON 14 11 75 SS - - 14 1151 9 6 S 4 - 25 95 6 S 4 4 - - 7NaiF5 B. 88.2)ABO`{[_FOR R+SfA1LA71ORS Cil VlYiL SLWC OR pF5 WITH CR WTD+011i METAL STUDS COINT TBS ELI^wkEIIt, OS 8 3 - 14 12 4 65 53 4 - IJ i0 6S 5 a J FOR LNSTNIATON INTO EFFS WRN METAL BRAS SEE SEW 20. 14 12 1D - - - - 14 12 9 7 6 4.3 - -14 105 7 55 45 33 - ?3 95 5 - _ - 12 9 6 45 4 7 - - 9 7 43 3S 3 - (C) ANCHORS SINLL 8E PNSTAIIED FUIt(7A1:1C NEL OF THE RFLtlF71fEN04T0NS AND SPLCfYATANS-0F 7)E ANCHORS%AYtYA TU RQL 14 f0 7 - - - - - 14 105 7 3.5 4S - - - 1.5 83 53 4.5 T3 - - 93 14 15 75 0 5 - 12 9 6 43 4 _ (0) SCE SCHEDULE BELOW FOR EDGE DISTANCE(EDA VERSUS SPACING RELATAN99P FOR ANCHORS. 14 i2 it1 - - - - - 14 12 a 65 55 - - - 73 to 15 s 4 - - - EDGE D1STAUCF Y€CLUE.cpACIHG STHFDUL FOR ANCHORe• I5 BS 4-5 - - a 13 - - 3 - - - - Ltkx uv ANCHOR SPACWCS ARE uNNO FOR EDGEV57MCE5 IM9G7W BELOW.FOR E a Hw IHSS TfTHE PIDICAT©,feDUO:AN01pR SPiNG AC 73 95 & - - - - 13 95 G_4 5 4 - - - 05 8 5 4 - - - - Err MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOYA°C FACIDRS. 9 &S - - 14 143 7 55 45 - - 11 0.5 53 IS J5 - REI.IHN,^t"p SPACOG OBfM/Ep USING FAC-M%%ALL NOT BE LES 1FL4/LMTWUM SPACW;INDICTED FOR EACH ANCHOR TIFE. I3•_0•14 12 t• its 75 a 5 _ _ _ 12 9 6 43 4 - - - FACTOR OS 3 4 3 - - 7.8 SS 4 J - - - ACTUAL 23 85 - - - - - - 12 9 IT 45 4 - - - 95 7 5 4 - _ _ _ EDGE TAPCON TAPCONWIRi ASTVANCED ALL POINT SOLID SET TAPPER+ - - - - as 75 s a - - - - E DILTANC£ 7FIFiFADFDRSA TM' BLI7E TAP W/CAP MM.SPACKM 14 12 - - U 1C3 7 55 - _ - it fi5 55 45 S- - - - ED. %W.SPACMG-3' MIR.SP.1pNC-3' MN.SPACING.3 I/2' IAN,SPACE' 3' 3 3/4' 1' To Y - - - - - - 9 7 45 15 - - - - ; 5 JS i t - - - THY B D W ' & wP.EA IXlcmE `3E I2ax POURED COXCCONCfETE PA.OCR& 1',UNMRET BLOC wu6D raaE'iE mi7sE Cmc 9 tL5 45 - - - - IN MN FIl•3 I/2CONCRETE 'Ltt FD.•2 1/Y u - - - - _ _ lis o - - - - - as s -1- = - = BIAD� WORKING En. _ _ 3' as ase 1.o M.I.o 1 uR o.s I6E r 1/r Wa 1 o211r 15'-O' 9 _ _ _ _ _ B5 65 4 - - _ _ _ 65 5 J _ _ _ _ _ 2 1/2' - _ O91 /.0 ..__.._ _ ..__.._. _ Ob7 3.0 _ _ _ _ _ _ _ _ _ _ IN UNISM 1D - - - - - 0.5 a s - e5 a 4 2' all _ 08T 7 - - - - - - - 15 89 - 9 6S 45 - - '• - - - Ia 25 3/4' 1191 - _ _ 0.43 8 1 6 4 - 0 ALS 3 1 1/2' 035 035 7 3 - - - - - a 5 4 - - '-'- - FLORIDA IFULDNG CODE(Hon High Velocity Hurricane Zone TiLUP"Ni,, A 2015 EASTERN MCAT.SUPPLY,INC, BERTHA HYT,A IL ECO Nc. A.S',S.A Accordion Shutter System /�,{/ Kv.aAx#1 W/CR W/0 FAV.WTN)CM'RADE y(�•/x/ = American Shutter Systems Ey. VM . DATE IauW1N B„ IAL STATE of TINT TESTING &ENGINEERING COMPANY ol '. Association, Inc. 1 D T7-142 4/13/151 DAM, 4/13/1s 6155 N.k:JtbN R,Re.303.NR77rd GMixl5,i1L4YA 331 I-:(365) I-15x7.r94:(305)671-IM1 4268 Westroods Drive 2 r n Q'•_, rrn9:e 4sc90nN.W -RAYRNG No FFS ''�C` ` ED-0W6719 West Palm Beach, FL.33407 3 '%,, SlpNAti pV AA TM A TAUT Jr.PEE 4 15-085 P.E.�rS TALI'fSLiLN,NATURE/DATE n°RCA L`'p"157 5 -SHEET 6 13 OF 20 c d o 0- G] D N v h Z p 4 �0 I> �{5 ji, c r V1 ..71.�11� IJ s W'1-4 3 i C N� C@ Q Q � a Ocm } O.� G U keg ca i o o=n ovlaLd m re � 2 v (OJSC w P �1my�, Iw 1[�7�+v1 d to.E L W C o 0 Syygo� O 0In�� ■Norm Ito SU C alis E f�gryl{y 7 w `y rn 3 e� Z /�9►¢ �l a a n n.in m m�n v v l n n l l a ni l l a{ I l n l l l�l l l 1.1 11 1�I i f,�y i l 1 n l l l n l 1 1►1 1 1 � �AA� 6 e F. B nnanH»naY Hnn�aY�nn�1�I Hn l I nnll l n l l i1n 1 1 1 1 1 1 yIl 11. 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