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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 r f1 t 1![ _ g �; r "tel .g DCIS Home .Log In User Registration ; Hot Topics Submit Surcharge ( Stats&Facts Publications FOC Staff BCIS SRC Map ? links Search Business ,°���, Professi n'al + ` Psea!wmltcUSc,Approval Regulation 7FA'1� p,.eiurt nm�rovnl.;t�et,t>Prnd.r<t fir Annktau,m R-rrh>&EL&,Orn 1st>Application Detail � R. FL 0 . �� Application Type Revision Code Version CED Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 ' bfeeley@easLornnietal.com Authorized Signature Bill Feeley irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/PhonelEmail Category Shutters Subcategory ortli Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer q- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,1r.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Sohn W.Knezevich,PE JValidation Checklist-Hardcopy Received Certificate of Independence F1389 p9 Cs�l fdy A('t'tj£7G1 r;Cl )NtEyN"...szl! 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 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2v fvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04129/2015 Date Pending FBC Approval 05107/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Descrl tion 389.1 Bertha HV Accordion Shutter-Blade 3- Extrudedaluminum interlocking blades retained by tracks(top and (Non-HVHT -Drw 15.086 bottom)for storm protection i jLimits of Use Installation Instructions Approved for use In HVHZ:No FI 38Q lie 11 A.S,S A.INC QpW—r S-0£•y.om 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 I Design Pressure:N/A Evaluation Reports I Other:Large Missile Level"D".Max span is 12'-7`for 35 psf positive EL."f"1 PS AF A.S.S.A.IN-,_,-Pr.R. t3 �_Dati k7 ASD load and 13'-0"for 35 psf negative ASO load Ute HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade {and W-11"for 62 psf,9'-6'-far 55 psf HV3 blade w/window,blade working in unison.Max.span for HV3 blade w10 window blade for installations Into Metal Stud walls is 79'for max.ASO pressure rating of+72,-72 and 841 for+64,-64 psf.See sheet 5 for others ns and ASU pressures. 389.2 Bertha HV Accortllon Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non_,HVHZ-Drwg 15_085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No RIO U_L,i,.AS..S.A.IN.. Oizt^dG.J. -.OSS.aaf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f negative X389 R8 AE A.$ ,.A INC. P,F.R. DRyig.15-065 HV.jyif j .ASD bad depending on centermates and locking rad configuration for the Created by Independent Third Party:Yes HVS blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.r,for metals stud mountings and 8'•0' for 110 p.s.f.for HVi and HViA working in unison.See sheets 7,11 and i 20 respectively of Installation drawin s for other spans and pressures. {389.3 Bertlta HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVNZ)-Drty 15.084 bottom) ottom for stormprotection Limps of Use Installation Instructions Approved for use In HVHZ:No FL369 R8 It A.S.S.A,INC. DRWG 15-n84.ndf 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 Others Large missile.Max.16'-0"span at 30 ps,t ASO load for Blade 1 rt.389 n9 AV A.S.c.A IN(*_ n.F.R. ("IW';I S n9•x yrg and 18'-0'for Blade 2.See schedules,on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively n ac Us:;1940 North Monroe Street,Tallahassee F1.32399 Phone:850487.184 The State of Florida Is an AA/EEo employer.copyright 2007.2013 Stale of Florida,I:PrlyatY Stalemont::Accecsibilicv Statement;:He(41nd St ten 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 roan to this entity,Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.497,L39S.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 45S,F.S.must provide the Department with an email address If they have one.The ernalis 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 hem. Product Approval Accepts; SCt1lQl11'Sl i"i n tz., http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5.,. 7/16/2015 GENERAL NOTES- 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM swm ON TIRE;PROOUCI EVALWT10 OOgAtFNF(P%)HAS BEEN WMED FOR COMPILAHCE IN ACCORDANCE MIH THE 2014(Sth EDITION)OF THE FLORIDA BUILDLVG CODE.THIS ACCORDKSN..^NUTTER SYSTEM 5611 NOT BE INSiN1ED AT HJIM YFLIICTY 1tURRICAHNf ZONES. DESIGN WINO LOADS SMALL BE OEfERMIED AS PER SECTION 1621 OF THE ABOVE MENTIONED CODE.MR A BASIC MND SPEED REQU:RED BY:HE JUED D:CTIM WIEERE SHUTTER%U TABLE OF CONTENTS BE INSTALLED WH A DRECTONAMY FACTOR Kd-0.85,USING ASCE 7-TO AND SMALL NOT EXCEED THE MA=UM(ASD.)DESCN PRESSURE RATINGS INDICATED ON SHEETS 11 MRV 1&19&20. IN ORDER TO VERIFY THE ABOVE COMMON.ULTIMATE DESIGN PWD LOADS DETERMINED PFA ASCE 7-10 SMALL BE F48T REDUCED TO ASO.DESIGN WIN LOADS AREA-1- W BLADES CD dt QA BY LMTIPI.MG THEM 8Y 0.6 IN CRDERTO COMPARE THESE W/MAX(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SIM 1 IN ORDER TO VMTY THAT WLPONFNIS AND ANCHORS ON THIS PED.,AS TESTED,WERE NOT OVER SIRFSSM.A 33 X INCREASE IN ALLOWABLE STRESS FOR MRD LOADS WAS BE USED IN THEIR SYSTEM COMPONEMS 1-20 SH MT 2 ANALYSIS.HOWEVER.A WIN DURATION FACTOR C0-1:60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER STEWS ADEQUACY FOR WIN AND URGE MISSILE IMPACT LOAD HAS BEIM VERIFIED IN ACCORDANCE WITH SMON 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 36-44 ATL REPORTS: SHEET t TYPICAL VINDOW BLADE Ar OW DETAIL WOW -HV mADE(D fD214.o1-03.fo71s.0i-O3,ftooco1-05,f1214.0i-05,fO317.02-06,fOW9.01-10 AND(0210.07-11 AS PER TAS-201•TAS-202 AND TAS-203 PFD7000LS AND ASM E-1686 ARF.SHV 13LADE(D AND W VANDOW BLAOI Fal AND E-1095 STANDARDS(UIS50.E I"M D.WIND ZONES 1,2&3)&0122MOI-10 As PER TAS 201.20.3&203 PROTOCOLS LARGE LOSSRE (WHERE APPUC:A»I -MF POWOW OWE 9 fO505.01-08 AS PER ASM E-1866 AND E-1996(AOSSIE L6V4T.0•WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND f 0725.01-86 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALUTiON DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.W MADE(D AND HIV WINDOW MADE® ARE ENGINEERED TO VA M IN IASGON WITH EACH OTHER UNDER THE M97AL LAIITNIONS AND CONDITIONS OF USE INDICTED ON SHEET 18 RYSTN.EATION DETAILS G-M,CDNCREIE/BLOCK SHEET 7 3.BERTMA KV.ACCORDION TINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE(14.275'AND 64.1.75'RESPECTIVELY,410-HT MINUM SERIES CEETERMATE DEDIS MN SHEET 8 STAINLESS STEAL SCRCM WITH 135.)W YIELD STRENGTH AND 1130 W TENSILE STRENGTH-PUSS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED H�TNTFALMATE ALTERNATING Oc7AI15 FRV SHEET 9 COATING APPLICATORS.RIDGMERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MN MARKING ON THEIR HEAD. 4.ALL ALUIEINUM FJ(7RlASIONS,SMALL BE AUWONUU ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 AND 3.LMMUM XUD STRENGTH FOR 6063-T6 N10Y IS 30.0 Id AND 35.7 IM'FOR ENO CONNECTION DETAILS 1-6.CONCP.EM/81CCK SHEET EO 6WS-75 ALLOY. MNBMUM SPAN TABLES SHEET 11 ANCMIOR SCHEDUM-CONCRETE&BLOCK SHEET 12 S.ALL SOMM TO BE STN SSS STEEL 304 OR 316 ASI SUMS OR MRROSON NIESWANT COATED CAROM STEM AS PER ON 50018 WITH SO W NIL YIELD S WM AND SID EST I@L We'LE SMENGEK ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHWA COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S DOTS TO BE ASM A-307 GALVAHIZED STEEL OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 IW MINVUM YIELD STRENGTH ANCHOR SCHEDULE-WOOD SHEET is 7.SEE 7HE FoLumNC SHEETS FOR ANCHOR spEoncioYMEE HV BLADED: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,W'OM SFIEET 16 W BLADED&® WORKING IN UNISON:12.13&1S INSTAUATION DETAILS S-X,WOOD, SHEET 17 8.THIS BERTHA KY.ACCORDION SHUTTER SYSTEM!N TARS A U.S.PATENT 46.778.582.COW MF`NIS OF THIS APPROVAL ARE COVERED.IN AHOM OR IN PART BY U.S.PATENT/5'458,/79 ISSUED TO EASTERN 040 CONNECTION DESATS 7-12&X;WOOD SHEET 18 METAL SUPPLY,I- 9.IT SMALL BE TICE RESOONSTOUTY OF THE CONTRACTOR TO VERIFY THE SOUtNONLSS OF THE STRUCTURE WERE SORTER IS TO BE ATTACHED TO I6URE PROPER ANCHORAGE.CONTRACTOR TO SFAL/CAULS AREA 3: HY VAN DOW B LAQE A ONLY ALL SHUTTER COMPONENT EDGES Yn9CH REMAIN,THRU FASTEN44 IN WIRTN000S CONTACT WENT THE BUILDING TO PREVENT P7.40/RWi INTRUSION. TM"-' SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL.IN A VISIBLE PLACE WRH WAF M.'ING NOTE DURING PERIODS OF NUR RECANE WARNINGS HOME OWNER,TENANr.OR OTHERS,MUST PROPERAHN LY CLOSE L AND NO CENTERNATES AND ENGAGE OR LOCK ALL W ANO IN LOIXS AREA 4: FIV WINDOW 8 ADE(T7 ON Y 11.SHUTTER MUNUFACRIRER'S LABEL SHALL BE LOCATED CN A READILY VSIBLE LOCAFM AT ACCORDION SHUTTER IN A.SCG;M&%CE WEN SECTION 1710.8.3 OF FLORIDA DUILEI NG CODE ONE LABEL SNAIL BE INSTALLATION DETAILS,META:STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LASElINO TO COWPLY WITH SECTON 1710.&2 OF THE FLORIDA BUILDING CODE 12 BERT MI H.V.ACCORMON SHUTTER SISTFM'S DSTALIATON SHALL OOVKY WITH SPESS INDICATED IN THIS DROVING PULS ANY BURDIG AND ZONING REGUMAINM PRI3YIDED BY THE.PUW"SDIGHOH'A"RE PESIT IS APPLIED TO. 13.(o)THIS PED.PREPARED BY THS EN=EER IS GFAEOC AND DOES NOT PROVIDE WIDE WATION FOR A SITE SPECTIC PROJECT,I-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. (b)COMPACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT.BASED ON THIS P.E.O.,PROYAED HE/SHE DOES NOT OVATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCULEENT.CDNST U-TTM SAFETY AT SUE ISTHE CONTRACTORS RESPONSIBILITY. OBTAIN PERM(fS IN THE STATE OF FLORIDA (C)THIS P.E.D.WILL BE CONSDMED INVALID Ir ALTERED BY ANY LLUAta (4)SRM SPECRIC PROJECTS SVJ.L BE PREPARED BY A FLORIDA REGISTERED ENGENDER OR ARCHITECT VOW MLL BECOME THE ENCENS ER OF IMOORD(EO.R.)FOR THE PROJECT AND WHO MLL BE RESPONSIBLE FOR THE PROM USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINM TO THE P.E.D.ENGINEER SHALT.SUBlOr TO T115 LATTER THE SITE SPECIFIC DRAVWNGS FOR REVIEW. (e)ORGMA.P.EO.SHOE BEAR THE DATE AND CRIOU441,SEH.NW SA„'NATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. w FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione A.T/rA'AiiA� ®2015 WTFR.N META.SUPPLY,INC. ' Ucfi ''• �` BERTHA HV TM D � Accordion Shutter System �-M 6 Q I Ptc. ■ ■ ■�■ KY.ELIDE#1 W/OR W/O TLV.WNWN 9ADE �' v„,/�y,�.j�•, ,= TILllT TESTING do ENGINEERING COMPANY American Shutter SySIBTS OESCR:FTIHW DTC DRA44i BY: ML r�Qr Association Inc. I OLD 11-192 4 TES IS WYE: + 13 TS per•. F B, &TOSS NR 3512 St.S.a 3w.wcm GW-'OM pmD,331& I J / / Pnce:(3WA71-1530.ECA: 305)8:1-1531 4268 W05tfOadS Drive 2 '! iUH•'���`��+ -1;b'�-ftd- West Palm Beach, FL 33407 5 DRAWING NO A' 719 N IVAL ENG\``` WALTER A. 4%PE 4 15-085 P.E. SEAI.ne PURE/DATE R°OAL` `4'67 5 SHEET 6 1 OF 20 3•0 raR oaar 1tA0E VAJUr5 1 491- Isle, qj 1W 4.371 4 i 0 A L4.999" ` O COVERED UNDER US PATE ¢ 5458179 ®HV UNIVERSAL FLOATER • 5 D• T QUALIFIED FOR USE W/ HV BLADE tO HV BLADE 1 HV WINDOW BLADE4 6005-T5 ALLOY /AND TEMPER QUALIFIED FORU(��)E W NV 6063-76 ALLOY AND TEMPER 'SEE LIUITA71ONS OF USE OF BLADE®ON SHEET 19 6063=T6 ABBLAD At76 TEMPER •r� 6063-16 ALLOY AND TEMPER •23@� 1 .124 .x --j .0.95 AB .994" 670• 7.216 - ♦ Y In' 1A92' 3 007' _ HV ADM. ADAPTER W f LIP 1>•3-1 R 1.75•3 6' QUALIFIED FOR USE W/T{V �0 BLADE 70 sE W/ Hv 9HV TRENCH TRACK6063-T6 ALLOY AND TEMPER LiTDE(I QUALIFIED FOR USE W/1N �„ QUALIFIED FOR USE W/HV 6063-76 ALLOY 0 TEMPER BLADE TONLY. �3 HV RAINGUARD BLADE(} 0063-T6 ALLAY AND TEMPER QUAIJFlED FOR Q5E W/HV 6063-T6 ALLOY AND TEMPER - VARES +•936• BLADEA(l17', T• 1.915' VARES 1.936TEMPER Ma, • 1.917' , '' • , o,.� gg .063" �� 093.. . •' W -3' �" - _._....._....... :f2 .C60• _ 87 0 .093' .093'•�L 0 670 I.6M. E' 670 -` m ` t t Hy GELLING HEADER 1 HV HEADER/SILL HD {AILING HEADERISILL Q FLED FOR USE W/tN BLADEn ONLY, OUALFl B RkE 1 ONLY SEE SECTIONS FOR VAIJDI 6063-76 aLlO AHO T[MPe QUAUEE FOR USE R A BADE tO HD WALL HEADER/$ILL SEF. SECTIONS FOR VALID(tt. QUALIFIED,FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY A.NU TEMPER _X ti I tLI COMPONENT A 8 TI T2 X Y t k Y CL t a 2' I Z" ;0.:25' @2 s MAx. l/a 1/6 j� —_ _t.._.__.-..._....---... .- @ 2' 5'MAX.10.I92' 0.192• -•-X.�.._ 16 SIDE ANGLES "` CORNER POSTS QUALIFIED19 FOR USE W/HV 2.5' 7'VA.;0.190• 0.190' BLADE(1) OUALIFlED FOR USE Wf HV I + UALIFIED FORE EUS W/HV 6063-T6 ALLOY AND TEMPER BLITJE1 OAND NLY.TEMPER VAX!0.139' D.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLDY y FOR BUILDING CODE(Nan High Velocity Hurricane Zone ®2015 SWENN METAL SUPOLY.INC. ���Et.sF'`��'= — BERTHA H TM I L E C O I N t . ,a S Accordion Shutter System ■ ■ ■ , FLv BLaaE @I w/DR w/o H.v yarmnT R.AM *- American Shutter Systems 0acolom w¢ wuMN 0t: k *; . •Y~ 71LUT TESTING k ENGINEERING COMPANY rz` Association, Inc. 1 1 '•. STATE of .Lt,� 6363 xx.San.3t,s~s. VAtaa G,bslla,no6a 371 . , 0!A T I-t92 1/is/Is aPTT 4113/t5 c Ptplq:(305)D71-1530.FP,:(3G'}R71-1531 4268 Westroods Drive 2 DRAWING NO FLpalti '\���`` .-mow:010P0Rrlcoa West Palm Beach, FL 3407 s sJ tJALF a``�� 1¢trR A Hurt x.P.E 4 SHEET E6T—O85 P.E. Sr('NUI61GlVst1'�RE/DATE FLMDA Lie.a+4167 5 6 9 OF 20 A376- 1.'-S0a1 _ 1/a•-70 CAST 749' I�.JJ4• NfA7 IWSh'llfa NOVA7G OWtLL 1/4'-20 N3. .7WS' SY3 I • STADLO(2 TvJ "rI .�• .316' �t_ LUUA CT9 *f* ,60111(010KG�Tf S Tl% .t .� L�,«......—.. � �= - n 1(tT+'SMNAtE (OimP.ATL&TE OJ OUPUFIE1 FOR 1 & ONLYHV FLOATING CC 'N 4 "779 I ' LW EGRESS LOCK 6063-T6 ALLOY AND TEMPER IED FOR USE W/ HV BLADE 1 & 1 ONLY J• USE H%HV QS'ALIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER +/{��^�J, C BLADE 7 &®ONLY. BUL1E(1 &®ONLY. QUAUFIED FOR USE W/HV BLADE T ONLY �- ,Ig• 2874 6063-T6 ALLOY AND TEMPER 1.766' ��++C 0rA0 0 a.QeaS. 2' MCROLDED 49 Eff 7.079' 1.753' T o-. f{ 60 AFTLR RWnNG ° As• '� " 1/4"Q-20 x 3/4" BEFORE RIVETING j y � �� S,S. THUMBSCREW 'V4"0-20 RWNUT; *SDL6 944 ALWOROM(M0 T3 AI1Gf).LARS FIANCE TNN 1 _F � 1, s191T hVIS".PARr j 9s29.AS MmWAMM BY Awes PVN `/ FRONT OEVA11a+ L1V o n iC A 4.568' �• OVIRf TUTOOK PA73PPD?e NLr a05LT 07GA OR CCU- PLAN " " HV "T" LOCK ® HV ALTERNATIVE LOCK � LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY � HV FEMALE T_ LOCK CENTERMATE QUALIFIED FOR USE W/ HV OUALIFlED FOR USE W/HV BLADE IOONLY 6063-TG ALLOY Ano TEMPER QUALIFIED FOR USE W/HV BLADE(1�ONLY W/HV B�EOi ONL 81 AIDE(D ONLY. 6063-76 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER- 3.161 t$ I.-_ ig z a T'.UYElURN — -Do' T OR Dc3 _osr.! _ - CYLINDER D6R '" .214' k I o` 1^ n� b aarr Mm. .4 �nq Op +-123•umt HD ROD QUALIFIED F RRUSE W/IIV BLADEUdc A QUALIFIED FOR USE W/ by BLADE 1)& I I ° O 6063-46 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER . HD CEN'fERMATE'S INSERT� VARM 12'WN. OLNSLFIED FOR USE W/HV BLADEQ)&l'7 '+/A¢TK Mvtaa�tK t-t4 ( 1•fS0' 6063-T6 ALLOY 2ND IENPER *fflz!� (SD:METALS) .1 / i Do - EYL ,N 1.78'No., LOCKING ROD {� 1/4 e ® HD LOCK QUALIFIED FOR US. W/HV BLADE Ot I i6l HV 3/8"0-16 ACETAL +J JJ 1/4" -20 AISI JT04 BY REGEh7 HARDWARE MORME LOCYS SERIES 2333 NOOK DOLT LOCK 6063-T6 ALLOY AND TEMPER Cll SERIES S.S.. THUMBSCREWS OUAURED FOR USE W/HV BLADE 7D& '! D ATAnZ KS REQUIRE EM16-HOLE BEDMENT QUALIFIED F 1 11 4 BLADE('? OUAIJFIED FOR USE W/ HY BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,,.. d Jim 0 2015 EASTERN METAL SUPPLY.INC. .�CENSF _ A S S A BERTHA HVTIA Accordion Shutter System 1 L E-CO N . ITV,a DE#I W/CR w/0 KV W DON aADE Amer{cnn Shutter Systems �,NJ DCV-1p=e DATE rR/n By. ML PL •R'J TiLUT TESTING & ENGINEERING CDWPANY Association, Inc. I DAD a-162 4/13l13 DAcuc 4/w/Js �••, `t(�P ��: h � (X5)871-1b30 � ' '11 4268 Westro°ds Drive 2 DRAWING No ��'•-E...... Fnxa: —e.i .Ern:(X01$71-tSJt �ONAC� �` �-P+�::xccao4a.�,+ West Palm Beacfi, FL 334D7 � ; ' puTEn�A T000bu1r"'..P.F . 15-085 P.f:. SEN./SIGNATURE/DATE HARD''x ►44167 a SHEET� OF 20 SHUTTER ASSEMBLY SCHEDULE FORM EJ HV HV I 47 s/a Ir wN. E i TO BIAOE P62 �T HV BLADE 1 BtiDE 5 HV BLADE ,A v l + to w: aw .00x.1• y�r_, .Dazs .oGv- ® HV LONG RECESSED NYLON BUSHINGi x 'II n KNUCKLE •o OPEM � ..�1�3' Y F a 0.06 ® HV SHORT RECESSED NYLON BUSHING (ryp)� ��' ,• ® NYLON HAT WASHER OR ; 11 HV NO �ig '. j , 1750' 4� Fry WHEEL CARRIAGE NSI 302-303 SERIES Aa2 T50' % 0.870 x3/16-THICK NYLON WHEEL. CJ I 1. ® n `y 2 7/e•Nx M'""aaw curm 0.188'0 NSI 302 SERIES S.S. RIVETS 3t`'o sBETW EN � LmLL p IA BETWEEN T .062! 43.Jfi0Q' ® HV 1 3/4-ACCORDION MN W/ ¢8 HEAD * EXTERIOR I-II •1 E l s a/4• 3• ® HV 2 3/4•ACCORDION PIN W/JB HEAD 'K 1 L/`zi 47J£�' oP � 1 tE�5 ° .7500' POLYCARBONATE IMPACT RESISTANT HV WINDOW i 1 j i ( TYPICAL HV WINDOW at ADE AN 13 POLYCARBONATE -, WINDOW I,—, ! OOR 0 I a or �3 Ci i ® � i N.LS LEE NOTE FOR OUTROACHTS) (DOR® i I POLYCARBONATE IMPACT RFSIttgNT Hy WIN BAYER NA MIJ1 3103 POLYCARBONATE 12'Wt.CLOCE RESINS, LN-STABILIZED GRADE OR ;ASIC * sc 4 TO UTAOE cc INNOVATIVE PLASTIC LEXAN 103 RESIN i I O OR I i I (SEE NOTE 'F ON SHEET 19). Uy PIN EOUIREMEWS AT EXTERIOR BLADE KNUCKIF FOR sna � I (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR Off i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR i ® i EXTERIOR POLYCARBONATE SOURCES FOR APFMAI L Rf9n.i HV GLACE. TYPICAL SHUTTER ASSEMBLY ` :f.: _ N..S nnrx PC/4t1aS sr»wn NV PIN Q OR AT (2) IHV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM. W/ HV 1Q 00324' BLAWS KNUCKLE. ai3e 3 (SEC NOTE*FoR wam .sro°m ow WV aM ro/a; BLADE WHEN CORRESPONDING TO INSTALLATION "I7", SHEET 7, ORsouBExENrs) T, N i , TEX=I=SIMON ASN Wl0 ,PACs Pat 0,50,Pao 3 HV PIN OR W 1 2` Q.D. ,6" THICK S.S. WASHER 0 ' ' ` `SIxOe:a:�' D14° 93AM P.L SH SE ® / / ! � y . f i >� A=~Ono 30= aJ. ALS DeP P.L SHALL ®USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. pi SHEET 'I� I Imo®coo AM cine la Pr-nJ n n-olr. ffEL CARRIAGE DETAIL `4WD �y� 119. + h0: -3.wr Ti. ASSEMBL.ss Y LAYOIn war nmiw n N IAM M Lao•aAv OM1 o.as ASN CW llT6fC 511KIK`fR NTet A£Y ala aR#psi, SafD p.aJ. 1 HV BLADE SOLID & HV WINDOW BLADE DETAILS TDISU=RS35WmtMAN� US`Pat a�uL _ FLORIDA BUILDING COBE(Non High Velocity Hurricane Zone „RC1�R fj rr�/i CO 2075 CASTTRN uErAL SUPPLY,INC. X.1cBERTHA HVTM _ � EN A■s■S■A■ Accordion Shutter System KV.BLAX#1 W/OR W/O H.Y.WINDOW BLADE TiWT TESTING ENGINEERING COMPANY American Shutfer Systems Dm °a, PTE DRAW M aL O-IRIF Qp *= sus Nn.Uc r-St.zm YNu w toozim FLOWA 3na Association, Inc. , OLD 11-192 4/1.1/15 CATS: 4/13/15 PMnt (ws)3zl:as°,ra.;(wsp�7/-1.1.11 4268 Wastroods Drive 7 F"•.,ORfDP ,:Q�'� P-met West Palm Beach, FL 33407 3 DRAWING NO . G� 'AL 0- PL 15-085 '9P TVA L EN �°` naaaA u<f 441aJ s P.E. 1'J{LVM13k`��IJRE/DATE SHEET a 4 OF 20 ' *NOTES ON HV LOCKS AND CENTERMATE� A D c D 7 Y N s r u 0010.19 1.itANTLATOE{f OOHNOTi1ON 911 ONE M!LOCK of SFLALL BE USED ATP TO 10 t/2 OF SHUTTER SPAN FOR ANY SPAN OR Ir EELEVATIO LOCICOR�O or i MAY 6E USED AS AN INSIDE OR OF SHVM SPANUOUTSIDE LOCK,ATrXHEO TO 5¢� ANY nn COiiERMATES W/(2) 1/4'P-20 x 1/2•LONG FLAT HEAD S.S.U.S.LOCAION OF LOCK SHALL BE AS INMCATED ON OmOa TYPICAL SH Q.Ey/ATIOIL 2. •IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV -ION Q,C3E AS INDICATED QSm AN W5 OR OUTSIDE LDDC CONNECTION OF LOCKS TO CENiFRNATES LOCATTIION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Z. v�I � �2 LS LISfD W/1tg0 M.V.EOCXSI:LOWING RODS ARE NOT REQUIRED AT URRiCANE POSITION.BtJf MAY -- 4 9-.01' a� BE USED IF DESIRED TQ�ENHANCE SHUTTER PERFORMCE LOCKING RODS�OR AN ALTERNATIVE DEVICE ANY ALSO BE USED AT STALING POSMON (NON HURRICANE POSRWN). 3 4.MANDAIM COMi1Yri1 'ONE HL•LACK SFW U.BE USED AT CORNER CENTERUATES FOR ANY SPAN a AND INSTMIATIONS AT ANY ELEVATION.HV LR F or®5}0111 BE USED AS AN OUTME OR INSIDE LOCK, ATTACHED'M CORNER CFNTERMAIE W/(2) 1/4 6-20 x 1/2'LONG FLAT HEAD SS.U.S.'M�p LOCKING RODS AT TOP&BD M SHALL BE USED.LOOATKLN OF LOCK SHALL Bs AS INDICATED ON TYPICAL SHURER ELEVATION. MAXIMUM SHUTTER SPAN SHAD.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1 lu5� 5. gp i S ON'E ALTERNATE HV LOCA MAY BE Ri UEV OF HV LOCK Dr FOR AAD'SPAN AND S Y� IHSH 7]OtNS A7 ANY C,.EVAt10N. ERNATE LOCK'4 MAY BE USED AS AlK TE OR O11i51DE LOCK.ATTACHMENT / OF 1/4'6-20-3/4'SS.THUMBSCREW TD®OR 0 CENTERMDATIS SHALL L BE MME W/1/4'6-20,3/4•ALUM. / 1 '114 - bBa, RNNATr AS SHOWN ON SECTION FIVE SHE^£T IL ONE LOCK SHALL RE USED AT 1/2'OF SHORTER SPAN OR TWD ( / C �7 C LOCKS AT 1/3 OF SHULTER SPAN. 1� ® B.MMMATDK7 CONDrt7ON j3 FOR KEYSrON IYnur NSTAIAMOfQ ONE HV LOCK 0 w @ w @ SHAL BE ff USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ADM OR BELOW 1/2 OF SHUM SPAN FOR SPANS UP H i TO Be.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ w @ SYMMETRICAL CENHERMATES W/,(2) 1/4-20 x 1/2•LONG FIAT HEAD SS SEE END..._. ` M.S.LOCATICIN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION OR Q 70P AND BOTTOM 5 COMPLETELY LNANDATORr. DTNLS ON D f E N I J X L Y P 0 A Y W x 1 SHEETS 10 h li is hP•FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER CENTERM,ITE QFO ANY SPAN AND � L'Sr PS�°^'.J•L•.JOO®x+•10 I�7STAIUTION AT ANY ELEVATKIN.N.7�RiN TYE LOCK �µqY IMUSED AS ANAN MSIOE OR CKS q$OR OUTSIDE LOCK ATTACHMENT�'p' QF LOCK®INCLUDES USING RENFORCWC LOC �',,,AS SHOWN ON SECTION FhC,SHEET S.WHICH MUST BE ��• $« •�;wV•@ .------ OF LOCTED TO CENLERAATES®AND @ W/ 1/4.6-201 1/2•LONG SS.THREADED BOLT w/7/E•0 x 3/32" r@ WINGNUF OR W1 1/4.6-20-1'S .M.S..SINTO A 1/4-fts%B•RMNUT.LOCK MAY BE INSEALLED AT JUDSPAN OR 12- @ a MAXIMUM ABOVE AND BELOW MIMPAN.USE OF TWO LOCKING RODS TOP AND eorow IS MANDATORY. 15•@8)m0.®w®. a e - t9j•r��31mU•05 *NOTES QN_HD LOCKS & GENTERMATES: I. IID rY•K ALTERNATE NO LOCK Q MAYBE USED IN LIEUCF TYPICAL t HV BLADE SHUTTER ELEVATION WLocKs OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE ND LOCK®MAY BE USED AS AN INSIDE OR OIJPISIJ�C LOCK-ATTACHUENT OF NO INSERT AS SHOWN N SECTIONS HDB�AND NYC,S1EEf O.LACK MAY BE 06TALIM ATT REDKFORcIaAw UIDSOAN OR 12'UWMUH BELOW OR ABOVE 1LDSPAN.ME OF LOCKING 8065 @ IS COYPLELELY OPFIONA_ FLORIDA BOUING on High Velocity Hurricane ZoLl 0 2015 EASTERN METAL SUPPLY,INC. `p ��• ` Ru BERTHA HVTM stemAAccordion Shutter Sy S S A. Kv.I . ECOotsc. . aADE p,w/CR w/o tLv H1NXH!DAM TICCIT TESTING& ENGINEERING COMPANY American Shutter Systema Mv.NJ Dac-sncN DATE OIUAY iT` u1 STATE OF 6=Mti,35t,Lt,,.,,%. u ,FLOM,„1 Association. Inc. , aD 1 s-1sz 4/13/15 I3gL 4/1a/Is � .,. •'4[,`` ft—:(3m)071—15w.F..:(5%)871-1551 42118 Westroads Drive 2 1 G�� 4Yes, Palm Beach, FL 33407 5 DRAWI 15G No 9'C � 85 CONAL E ,�``` FALW A TD-Ur Jr.PE 4 IP.E. SEA�)�31fStlH1RE/DATE EFLeJmA L c 9 44tDT s sl(5 OF zo CRETE ANCHORS POURED CONCRETE POURED (SEE,SCHEDULE ON OR CONCRETE BLOCK POU LEDSHEEP 1J) REQUMM 1/4-0-20x3/4-SS. CWCREiE �fA� CONCRETE ANaig YAC}YNE SCREWS RE TON (SEE$CIEDOLE O:V -20 CONCRETE ANCHORS I©18 0C(SEE M0.MMaOH SHEET 7) sT4EEr 13) Ntns a 12'O.C. {SEE SCHEDULE ON SHEET IJ) 1• I• -'- .) Wn. t/4#-20.3/4'S.S. 1Tut. j'-' LSENC 1/4'-20 NUTS 19 SCItEws EQ E V /2. .250•N°x. I =---_ --13 oR 5 -_- -.—i3 OR I5 a -- .250' L 1 � 11 11 oPiFarui. I 1«WWW I ro aes isE mmEE a Sar '� ' MHN.SEPARATYJN To CLAM1 t o 2w Ann g 1 II 1 OR • SRO—; • —(SEE SDMJLE C+SHEET 1 q'"—' +1 OOST�O ' pOMA Q7�7 WL SEPARATION TO CLASS I 1 OLASS SEE SCHEDULE ON SHEET 11) ....... cuuz Q HV WALL HEADER_INSTALLATION A HV �yA I HEADER INSTAL eTiON (q) HV WALL HEADER INSTALIATION -1• KEYSTONE EwsQNeI MDL SEPAPATIO7 To arcs MAS" a , , 1 OR �• W YIN,SEPARATION TO CLASS I T �Q `y'-(SEE SCHEDULE Gu stir 1El W 1 a[mE a 9m Ii. I !it#gp �'•tl fw B.laE 9n0"- hl (SEE SCHEDUL ON SHc'•ET 11) S19Rf 19 ISL ; '��TidlAL .I I� IVLuO)eQ � � ' [.1USTIILL: V .1 1 7Ir L� � I I 1+ 1/4• iI: II) Ii i 1/4' E OPnovAL. E.D.- I ' e J2. o� is III j ED EQ- 1/4'0-20e3/4'SS. MiM1 L P!rwPS TRUSS HEM 1/4b-20x3/4•S.S.PHILLIPSL"1 is EQ MACHNE SCREWS USOY. CONCRETE AYCH— TRUSS HEAD MACIONE SCREWS ANCHORS 1' 1/4'-20 NUTS O 12"O.C. (SEE SO4MULL CN W/ 1/4'-20 Nuns o 12•Q.C. POURED CONCRETE (SEESCHEDULE ON SHEET T3) ^W.1.- POURED CONCRETE SHIT 13) OR CONCRETE BLOCK OR CONCRETE. --- +._'"'• CRETE ANCHORS REQUIRED 'LL t`EQ(R°' D I 0 (SEEo' �,IjV WALL SILL INSTALLATION PC4i.RED CONCRETE SHEET 14)fa) oR WNCiETE DEQCx WMl REWM HV WALL, SILL INSTA TION NOT=FOR OUR 1"Q:- -EM: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SMLrrERA E M d EDGE DISTANCE •;,�uY ADONS er use FOR ASSE,13Lr „� 2 YOJNTINO SECTONS Gn ANYN DE COMDINEC (SEE SPEChTCArONS ON S+EET 13) BLADE LY OLJ 91£ET 19 HV B LA D E 9L ANY WAY 10 SUY WA LAPON. D(uwN FLORIDA BUILDING CODE Hon High Velocity Hurrcone Zone 0 2015 EASTERN MET.,SIPPLY,INC. ......... /r SSP.............. ENSF":�9' A S S A BERTHA HVTM �-Eo --.- ,� Accordion Shutter SystemNV,sADE#1 w/ce W/O Kv V&Vw MAIX American Shutter Systems Xv.N DESCRAne,r D4TE CLL 1,Ln, Y.L. STATE OFkr�49 m" TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/35 Aft 4/13/1$ 8A55 33w,54 St[.3L1 FNLA44 G+lEJ^la iLORIk.S]f �Q-- y- ahi°; 4268 Westroads drive = DRAWING No G��p`� West Polm Beach, FL 33407 3 ",,,,ZONA111'�,s`� WALTER AaTILL6R'if.P.E. . 15-085 P.E. SEALrS6VTlURE/DATE iD�DA u.a ut67 c SH6ET OF 20 POURED CONCRETE ANCHORS „� 5 -4._ caNCRE1E (SEE SCHEDULE ON SHEET 13) I OGL4s Ea 1 OR ® VOSRNO 1 ma® 1 TtErut<ro MfDACODE OF n FOR BML .SLAB If CAS""; yr mco `(s>r Z1 m A0 aslsa,D RCN aAPPLIOQLC I sw3T HT1 GLASS-1 a 9YTf 11, ANCHOR „ (, T I, UOJONYN ✓ i r ri 0 {10x3/4�HOf MASitER HFAD f 1 OR i 3 ORV5 a i 3/e iNx TEX SCREWS m 12•C.C. MAZ OF i 3/li CONCRETE ANCHORS 8 g . ] (SEE SCHEDUu:ON SHEET 13) I 1ABLE EDGE >F PNI^afTNG 1 ERGS SLAB IF SUB ff 1 f 1/x 1 EDGE OF ��TF tat zsuaa0l APPI"A"I O, Or SLAG 1F APPUGflLE POURED POURED FLAT HEJD CONCRETE ANCItM sDlpmlc� .coNCRETE D• CONCRETE (SEE SCHEDULE ON SHEET 14) ltsl¢ iDSIM `I 1 OR ��COM72ETE POURED ..._ -._. REOLIMED FIAT HEAD CONCRETE AW>OR4 oMamny _ RECUmm D O. (SEE SCIOn°LE°"="r.�c 1') Io1 TRENCH INSTALLATION YALIO ONLY MR UP TO+70.-75 PSF AS.D. HV FLOOR INSTALLATION t M HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER n HV CEILING INSTALLATION SCHEDULE 03, sNtrEr 11 I _ (SEE SCRULE,wC F3ass w srrw.nN :•--w amnc O —�— (SHEET 15E)mAf ON ON 1/s a DN OADEX ruRR+w! w am r'ac L30S'TONC { tNRn rt, E>wmyG-( W www m aRm F 1Vz1S5----, - TmmGtD'm,/HY webs 1 1/{ 1 MASS-1 CUSS -{� a vm 1q ___.-O r�0i06 TAPFOI.NGOR3 W/ YAX frrauRnln 1 3/C—H1L)fDYlMf a n• ' "'�(sit foM1OR[t• tV 'OG rOR W TO 6'-0•YNR AND ` l tRll i i i i R•=FOR 9NG LAFMA TM Iii 1 e-e AT=171/4' � 1 M a UP=_w WY MRT S E/SA,TA ICM S •, CTP.,On NOrE"ON SHEET 11 .1/2- OR 1J D'x s W1lSERA•IiFTr� ii IMTr. ®� 3 MAX �y i i TEK SCREWS x , ',ccNr.'nttixr- �� {1ve3/t' ,IE7N 1:FAD�; _ 1 r 11 OTEX R 1/4'0-20 !R•�-m/a•SS In -2S.S. CONCRETE ANCHORS 1 _ 6 •O 019.04-�D.S. -_ `1 I o ta'¢G'-SOT M W/NUG O 9.O.C. I (SEE SCHEDULE ON .Z 1 YOz. ': •. '.• M 1 SHEET 11) O I 1.,:•`• -'.•. C`ZT 1 NON sTRVCRWw- itF----' E7 aR 18 ,/2-i .1•_ 17 18 1 +2.00 N01•. WALL nal(DOWRATNE N EDGE OF. D J ISS/4•F.H.SDS. PO1>�A m.o3lC �- 'II ' bTAB ff 1 7/fl• �U T-CONCREM ANCHORS r NONE 13(8) O 9-O.C. —Mo ca .D -... F+WftEO CONCRETE"" (SEE SQtED19E ON ON SHEET 1 E NOTE 13(b) �' COMREM BLOCK .SHEET Id) OR COD CONCRETE ON S,NEET T �p __ ......... ...._.� GA tNt CO:7CRETc 810.^9 REOUWED FomT D KEYSTONE MOUNTING ,nINSTALLATION OPTIONAL POLMED REn (� HV WALL FLOOR INSTALLATION X WALL WALK—OVER INSTALLATION 1Vi""Asn,pQ1°'Pa!-*' '°`-n"' 11AM}I s1r111A SURA n'-a• J GUA D INS TIO am SMALL tME FOR COrABIMON OF U,%I 145: ROADVA=WREEN PERFORM x E D.a EDGE DISTANCE Ap,K�Tp p,y GPM EXIT O SFS(ryRAl1ON5 OF USE FOR ,_ S„�4 �R,,, (SEE SPECJ)CAiOt6 ON SIE T iS) OR E oDN SHEET 19ASSEIABLY INSTALLATION DETAILS W/ (1) HV BLADE 2 fTVU"M sEcas CAN BE CO WAY mIN AIMM � FLORDA BUILDING CODE(Non High VeICHCRY Hurricane Zone ��atiER A.(1(C%T•,,,, ®2015 EASTERN UETAL SUPPLY.INC. ' B RTHA HVTY VGENSF '% -- A S S A Accordion Shutter System ■ ■ ■ ■ KY.$/IDE#1 W/CR W/O FLV.WWN aADE TIWT TESTING&ENGINEERING COMPANY American Shutter Systems _ MSCRMIG DATE DRAWN IRT: Y1 STATE OF f o'•, = e3s N3r. u,s,�..sm cM1s nORSA Association, Inc. I OLD TT-Tez 4/13/16 1uTE 4/13/15 g Pna+.:(305)871-1538.Fas:(305)e71-1531 4266 Westroods Drive x ',Gc'•.' a-.0.En��e:ns.�Ra West Palm Gec;6. FL 33407 3 DRAYANC NO ; sr.......� us-o00n/,A 15-085 NAL WA:TM A DOU6 h.P.E. A ry FwRCa Uc.i S4T67 o SHEET OF 20 P.E. SE'SIGUA GE/DATE SEE END WALL 10 & 18 s¢NOTES ON Loacma RODS a� NY LOCKS o® OUT IN EOSIING GIA55 INSTALLATIONS W1 1 HV **^ AL`QR'^'c[TV�:®c++�T S. (�� BLADE W HV CENTERMATES TM,�A;«��o i ©w®M& OR SEE END WALL. CONNECTION to•®w®'�©'®w DumNG cussDETAILS ON Q.®wl •®°P®.®a ---------------------- -� 31/4- 7' -..._..._...._.. G 1/2' 7- (6O63-Ts"lar)ALM1L ® � OPPOSING SMMETRYCASLaxatw/tz) *TAPC1/s CENTERMATES CE R aaTO CONCRETE (rCvfaaNOY)h /10+3/4.5lLS.0 72' MIN.SEPARATION <<)/1 AT EACH HANG Ta )� i oa nnL LET+c1rt AZ HV LOCK � or¢� Wf HV LOCK or 6 (SEE T SCHEDULE E AT A'31 73tCtE C ( . ®a * L* I N �* 3 oN sRMT 11) J : J 5 t- 1 1 ---- - Qw®�©. 7�a®a10•®w � 1Q - FO—UT]�' HVC ,4•���•�a •®w HVA Ver Hve @-G-@- o�o'o Ewill37 CLASS o• 7 a 8 10 o w _POURED caNalErE OR o'o•©wO+O•��' —————— 10•@d ®rn ®' i NES c m.octt wau mxc wt 8- -- ----- .-.... 5YMMETRICA 6 7 w 6 • 7 w r CLASS 1Q J!—� I N ©•®w� ®®'®� M.N.saw 5 l 8 • w 9• t 5 `\amu CENTER ES F-. w ®Q�* W HV K 6 (�NTEPoQR) ®'®"'®'®°`�'�$ (SEE SCHEDULEI)) Na,SEPARATION ————— oN sNe;:r 11) � To class -© ®• /J (STI SCHEDULE I N OPTIONAL ( ON SHEET 11) (Ut1EPo0R) -._.----f----- -----.._- ----------- I 0 U T CONCTIECE/ T 1 u+TV O.C. A —�--- ----- �a * 3 � vans I r a ® a� OUT � _ 6 1/:-1aA,1.SLAM- (ocrEnoR) HVE HVF** HVD FLORIDA BUILDING CA(Non High Velocity Hurricane Zona ®2015 EASIU;w META.SUPPLY,INC. BERTHA vN Accordion Shutter SystemLECO1Nc. A■s■ ■ ■ KV.a ME#1 W/OR W/O KV.WWN RADE Ta1ttT TESTING ac ENGLNEERING COMPANY American Shutter Systems _ o-lwc mon DATE Dgww,r,,, M1 sns rxn.3au.st-Sx.xn,r>wmcn c+w xs.racma 33: Association, Inc. , OLO,1-1s2 </13/15.aw! 4/la/is o'• STRTE QF yd�� ;Cws)s71-15To.rm:(sas)s71-+s37 4268 Wastroods Onve z '�O'•. FLO9>UP:�``'•� °"°'1i uTlocoO�9 West Palm Brach. FL 33407 3 a DRAWING No L� .�� MLLIT PX. a 15-085 j�(1�117KE/GATE 1TDaw Uc./44167 S ! P E JCA11+ 6 SHEET 8 OF 20 POURED CONCRETE POURED POURED CONCRETE DR OR CONCRETE CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CK WALLE BLOCK WAU.REQUIRED BLOCK WALL RECUtRT.D REOUIfYeD BLOCK WALL REQUITED �EmnNO GLASS EIOSTiNG GLASS CONCRETE ANCNO -EX1S1IN (.TA..•'S 1 j-na+S _ - t Y 4W E10STINO CLASS va 2• r— TO GLASS(SEE � —F-S ED AMON EO TSD CLAS�F SCHEDULE t g�OAND LASS SOADULE ON SHEET ro W�u'8 SCHEDULE ON SHEET 1/16'x3•MAX ON SKEET 19 FOR 11 TO<t fEAOE QAFD S4EDLlE ON Swa O Fat ET 10 ORD (6063-. CONE. [iADFSm&® ON SKEET 10 FOR 1/2• 11 TOR BLADE FMOR� ON sgr 1D FOR ALUM.CLOSER (LOCATE AT (LOCATE ` BlIDES®& Et�i1/F-R�SE1E 1 [iACESm&® PLATE.tNEYt 90 1/2 \ � � eAOESOt d9 MW, - OF I $USE t'OR 2•MAX (AS APPUC'A&4.2•Nt/a•.0'-2• ALUMINUM CLIP ANGLE >♦tOxT/2'545... /10x7a 16S 0.C. I _—. __. O 16'O.C. --- --��-- 4 (6063-T6 ALLOT)AT UIOHEKRIT 4 (2)1/Aa0t1TAPCONS ANCHOORS TO ej SEE DETAIL X FOFL WALL.AT 1.O.C.(LOCATE AT SIDE CMMK4ECTI0. jOR I� EITHER SIDE OF(D) 1 OR 1 OR & SEL DETAIL x rOR 1 OR & TO TRACKS SEE DEr&L x raR 4 SIDE CONNECTION 6• ) B ®-o o" SNE COhTFECRON •°�-©OO 6 10.®- -6.7•a 10.®• TO TRACKS -�0.�6.�7 a a a.@. 0.0-®.0- .®- TO TRACKS �.®^�•�a.©•®°° ©•o•©-o•o•0- ©•o•©-©-o•®- ®- ®•®-c�•�-o•®- ®•®-©•moo•®- a- - - •® o-®-®•®-®•®-®•® ®-� E C 0 - 3 END CONNECTION DETAIL 4 -END CONNECTION DETAIL 1D END CONNECTION DETAIL O f REQUIRED ORGY FOR SPAILS GREATER i1LAN tY_U• POURED CONCRETE OR CONCRETE BLOCK WALL Eu5ST5iNG 4 Q —————�DaMkG Cil.SS REQUIRED .^ ,T Ii71 S�A�AitON 31 1/2' TO GLASS(SIE O 15• .C.- MAN,S YARkrON D/ b------ ------- so _ � tit FLR 9AOE0 CO. 1- 4 MIN. TD CLASS(SUE f HMU ON SKEET ON S1f77 19 FOR ANCHOR O ��(� CONCRETE HA']ES D& 12.O.C. / 04 SN_LT 19 FORANCNOR ,rO (iAOCS8(f __ _ OR@ /_ t--I EO s R 1 OR Y BUN. 2'WN. O SfE U4RAT.ONS CT'USE F'VR V EW Y / OR B1Mc�DN SHEITT T9 1@OR@OR(qOR 50R 1 -05 1 (' PLAN I U IL OR ,�-O O-O-�®- O-©O� L TI N L CONCRETE CONCRETE AR 6 7 a , a,@-@ �®-© l�-©®- REOUREEE 6L.00K Yihi1 ©•O•©-©M;. n HV BLADE OR ITA. HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLACK WALL. END CONNECTION DETAI END CONNECTION DETAIL aQ•® FLORDA BUILDING Ci}DE(Non High Velocity Hurricane Zone oO'%, 0 2015 EASTERN METAL SUPPLY.INC. \GE A S S A BERTHA ter y TIL ECO,w�. , Accordion Shutter System American Shutter Systems lt.V.RADE�Et w/CR W/4 H.V.1NPDQN RADE _ nUff TESTING& ENGINEERING COMPANY K °Att °aA'al ar' 4.L STATE OF axiNV. ,n r.3m,v Warty D �, Association. Inc. s rU 1t-192 {T3(15 oATE a/13115 p' f--,:(3D5)9n-1533.F—(FA5)671-9531 4268 Westroads Drive : .P�'•. Q�RI�V'�— —.4;or.«oamof— West Palm Beach, FL 33497 3 ORAWiNG No 4,�/6sS�•.♦.�.♦... NG,``� WALTER A.TILIff*.P.E. 4 15-085 p.� FLGRCA U..1 44167 5 C P.E. S`R C'J15RST,��l1iURE/OATS 6 SH to OF 20 SCHEDULE N1 SCHEDULE B2 SCHEDULE @3 MAXIMUTA SHUTTER SPAN* 1+'OR 'L-" MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN**L+' (ft.).FOR ®ONS IN , $lam(, OR 'L (ft.)FOR R "L (it.) INSTALLATIONS RtST'la •u LEGEND "1i9SES: ()11 INSTALLATIONS W/ CONCRETE& WOOD (1)L+:MWUUM ALLOWABLE SPAN FOR A GIVEN Wj ONE H.V.LOCK ®or or or T1+ & W/ONE FN LOCKS MANSORY HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or I-:MAI ALLID DESIGN PRESSURE RATING. "''''fffYYY''' L-:IWC.ALSAW75LE SPAN FOR a GM1t'T NEGATIVE OR Wj NO LOCKING WALL A, B, C, D, E. M, N,O. P, O• ASA.OEM PRESSURE RATNG. CLNTERMAIT:S®&®W/ONE HU WJ NO LOCKING RODS® ODS MOUNTING F, K&L R. S.&V. LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES t 1T) (VALID FOR MOUNNICQ (2)PROCEDURE TO DETDNNE MAXIMUM SPIN FOR BOTTOM SEE NOTES 1i Y� SHEET 7) FLOOR/CEILING G, H. I, II,J T. U.W&X WALL MOUNTINCS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE 6,WOOD Hi5TA1TA110115 V CONCRETE&W000 CONCRETE MOUNTING &M ,�OEsn+ u5 00C. INSTALLATIONSAsn PC%:. INSTALLATIONSON"A POSiNE AS.b.DESIGN PRESSURE RATNC. p>OstFIE WEAL MOlNRW3 FLODR/GOING PI.SAW WALL u7ulow Fl,pOa�Cgs^�yplRlar, DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE C MDUMIt/G 3, ft00RVC'F1A kbt,talN P j oR GKN A NEGATNE A.S.D.DISIGN,PRESSURE R4TI.4G• M a!-7 FLOC" AU.0002 MC DET£RNIK MAXIMUM STAN 1-'FROM SCR.FW1tE. l4 (O L-(rJ l;- L-{R} l4(41 •L-iN Lf('J L-(IB 0 MAXIMUM SHUTTER SPAN 1+•0.7'L-'FOR 3X1 OR 16'-0' 16'-4' 16'-D' t6'-0" 30 _ _Ifif=O' 76'-0' 30 76'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MNIMUM ALLOWABLE SPM IS EQUAL TO THE 35 14'-t0' 14'-0O' 15-2' 16'-0' 35 fs'-10' 14'-10' 35 105 poi.AS.O.OESK01 PRESSURE RATING. iu pE(ER1/iNm SPAN BETWEEN 1t AND 1 40 M 13'-,0' 13'-10' 14'-2' 15-2' 40 13•-10' u'-10' 40 14'-21 15'-2• (3)PROCEDURE TO DETI MLE WXMUM SPAN FOR 45 15-1• 13'-1• 1J'-4- 14'-3' 45 13'-1' 73'-1' 45 13'-4' 14'-3' t HV CORNER CENTiRMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOWRINGS 50 12'-5' IY-5' 72'-5' IS'-7' S0 12'-5' 12=5' 50 12•-3' 13'-1• MOUNTING INSTALLATIONS.LOCKDM.SPECIFICATIONS W/FLOOR/CEILING MOUNUNCS: 55 11'-10' 11'-f0' 1T-1' 12'-11• 55 11'-10" 11'-10' 55 1/'-1'- if'-,1' SHALL BE AS INOXATED ON MIWWTORY CONDITION j2 60 1 V' 4' 11'-4� 1 P-r 12'-4' 60 1 V-4' 71'-4• 60 10'-2' f 0'-1 Y NOTE/5,SHEET S. FOR A MAN P0511NE A.S.D.DESIGN PRESSURE 65 10•-10' 10'-10' t!'-I'. .ii'-11' 65 to'-to' t0'-lo' 65 V-5• so'-I' UETFJ2MIh�q 70 10-6' 10'-6• IV-9' IT'-5' 10 70 101-6 '-6' 70 V-9' 9-a U+n MAX.SPAJI FOR WAL.MOUNTING INSTALLATIONS. _ _ L2+,MMC.SPM1 FOR FLOOR/CULLYG MOUNTING 75 10'-t' 10'-1' 10'-4' I1'-i' 75 10•-1' S0'-1' 75 - 8'-9 'f'f FOCCEPT THAT IA4YDPJM SRJRER SPAN 1+'OR U15TALtAII4NS. 80 9'-10• 8'-10' 10'-01- 10'-9• 80 V-10' 9•-7o' 1-'AND IWOARM ASD.DE91G PRESSURE RATING FOR 85 9'-e' 9'-O• 9'-9• 10'-51 85 9'-6• 9'-6 I StALIATIOFS 0R0 CONCRETE OR CONCRETE BLOCK FOR A G1T'N NEGATIVE A.S.D.0£51GN PRESSURE 9'-5.__— 90 9'-J' 9'-3' SFWl BE UM ITD AS FOLLOWS'. DETFRMUT:: 9-0 - 0-f0' 95 9•-0' 6'-0' I-CONNECTIONS TO KEYSTONE MOUNTING LI MAX.SPAN FOR WALL MOUNTING RMAIIATIONS. 35 9"-0' 9•-T 760 W-0' W-4• LIMITED TO +64;72 p.s.I.AND 8'-0'SPAN, SET: L2 MMC.SPAN MR FUROR/CEILING MOUNTNG 700 8'-9' 6'-4' 105 8'-7' r-4- B'-9' 9'-4' 105 8'-T' MOUNTING(g)OW SHEET I. NSTAUATIONS. 110 8'-4 ­7-T 8'-7' 9•-2• 140 8'-4' 7•-71 FINAL WAIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 8'-2• 7'-3' 8•-4' 8•-11' 115_ W-2- =•-3- SEPARATION 70 GLASS SCHEDULE MINIMUM BETWEEN 1.,+•'"UF''1'-AND-�-' 120 8•-0' W-11' V-2• W-9'- 120 e'-0' _ 6'-71' - 125--' r-10' V-8• 8'-0• W-5• 125 T-10' 6'-e' AU WA TO ANCHOR D NSrALE WITHTDE M7JaMUM AuowArls SPAN AND NECARr A.S.O.as .DESIGN 130 r-8• 6•-5• 7,-10' 8'-1' 13o r-a• 6'ti" WIND ZONE MINIMUM PRESSURE RATING TO DLTERUINE MAXWUM ANCHOR -- -- .. __135 r_r 6•-2• r-9• ra• 135 7-7' W-2• SEPARATION 140 �r-5•-.... 5-77' 7-7• T-6' 140 _V-5" V-11.__... ASTM E-1996 _ 145 7'-3• 5'-9' 7'-5' _7'-3' 145 7•-3• s•-9• TO GLASS 150 T-2' V-7' r-4• r-0• 150 7'-2' S•-7' 155 1 71-4 - r-2• W-9• 155 1 r-Q' s-s' 1 THRU 3 " 160 6'-t l' V-2' 7'-1' - 6'-7' 160 6'-11' S=2"..... 165 5-10" 5•-1' T-0'- G'-4' 165 V-10• 5'-1' 170 6'-91- 4'-11- 6711' fi•-r 170 V-9' 4'-11' 175 6'-7• 4-9• 6'-9• 6'-0' 175 7-7' ;'-g. 184 6'-6' 4'-9" K-8' S'-10' 180 6'-6' 4'-8• H V BLADE 185 W-5• 4'-6• V-71 5-8' 185 6'-_ 4'-6' 190 6'-a• 4'-5' 6'-6'_ 5'-6' 190 V-4' -4'-5' 195 -_..fi:_,,...'-'4:-3:"_fi'-55'-5' 195 6'-3' 4'-3' 200. V-2• 4'-2' S'-3' 200 6'-2' 4•-2• 205 6'-r 4'-1 6'-. s-1 zos 6'-r 4'-t RORDA BUUNG CODE(Non Nigh Velocity Hurricane Zone 20,5 E/SrFRN METAL SUPPLY,INC. "wit 117i�tiT''A, BERTHA HVTM S Q Accordion Shutter System 07 ECO 1qe. 7T7 A S■ ■ ■ ■ FLY.aAOE#1 W/CR W/0 RV.WIWN RADE American Shutter Systems n Ik IR.GRAT]N oAa !FHI T1LLT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/X5 4/13115 Il—,(3M)871-1530.F.;(305)971-15314266 WeStrOa41S Drive 2 West Palm Beech, FL 33407 3FtGR�a • a -0857 .. \ WALTCR a TRUT h.PD'S �1U E/DATE 1T.O641 U.}a4,67s T OF 20 -9 � 1 '�©GHQ eaC�0a0Qa aDannQanO®nnaenannn wagon an nnD a©ccc�eoaooea�a a�anacnnn®nn aaaaaaal as ;eccccQccMMIS QQOQ o©e0© aaall aDanaQanaGaaum ©�QQG�OGeGDGE3QeQ8 0 08G©CWSMOQElIGBall Nunn -nn CCCOQOCCd10111=1 cQe11052000M8011100n@8 occccccccccccccaooccc cccoceceaQ na�QecEau c� eaov©oce� d� © ooccc c00000cccccoococ .capnc ®ocQ�oo a-p�ecocQ �flQ ooccc ccccoocccacccooco000oon. . .C:::I. 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SHUTEER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASND.DEM NEWK M39M RATM AND A ODIRR SPWWiNG YDL1.1T(WG TYPE FOR OW40M OR CMCFM BLrtn(TFE5ELL14TgN4 (SFE MOUOBNCS G G.R H ON ShOM 6 e.7) 1.ANCHORS 10 SUBSIPATE SMALL BE AS FOLLOWS: mm=CRavbaN=C am Pam CaNa i W TO EKISiING POURED CONCEM(W..C.-3 I®+7 mAxwouQE WALL SILL MOUNTING ©CEtL1NG MOUNTING HO FLOOR MOUNTI FG -1/4•r TAPCOH OR TAPCCT WITH ADVANCED TFRFADFORY TECNNWAGY ANCHORS,AS MANUFACTURED BY LT.W.MUCE7t.(W,C. ®3 5m SPAN ANCHORS SPACING LFrcML1 -1/4•r><3/4'All POURS SOIID-SEH ARCDpRS.A$tR$1ra�NHID DY All POINTS SCREW.BOLT$SPECIALTY CDYPAAT.(&a,.h e 3 kai3 01) M=N7AM FRES2M wo 16L K W3SMS IWrl6 VISION M WK PA29RL FJm+e -1/4'0 BLUE TAP COOMETE ANCHORS W/CAP AS MANUFACTURED BY nS ORDA FASTEHO DRECT,DNC.(1Ra Y0 m 2 k.1) 304o tso 75 90 120 100 205 Jo 40 60 7s BO 160 205 JO 40 00 7S >b 120 1H2)203 TSN Ce -1/4'0 TAPPER+ANCHORS A5 MANUFACTURED BY POWERS FASTENERS,Wt.AND DISTRIBUTED Of ALL P02M SCREW.TRW A W=.LTY TAPCON WITH ADVANCED tO14PA.Y OR ANY OTHER APPROVED UCFNSED OR AUTHORIZED VENDOR F=STERED WITH TIG AUERICAN SHUTTER SSSIEUS ASSOCMTWN.DJC. 14 12 0 0 5 a 6 14 12 1 0 6 6 6 14 12 10 9 a a 6 a THREAD:-ORM TECHNOLOGY �M,O,F.-3 Iwo 3'-0• la 12 10 D e n e 6 14 12 10 9 6 e 6 6 14 12 110 19 8 '8 6 1 8 OR LEM 14 12 f0 D a 5 6 6 14 12 10 0 6 9 6 6 N 12 10 9 e e a 5 ALL PCPGS SOLID-SET BLOC TAP W/CAP NOTE: 14 12 10 9 6 6 6 7 14 12 10 0 8 n 6 0 14 12 10 9 a a B 6 At)4LNuim DADEDYEHT NW Paul=ATE OF TAPCON OR TAPCON WITH ADVANCED THREf0FORI TECHNO.OGY ANCHORS AND TAPPER+ L4_12 10 9 a 7 633Z 14 12 10 9 0 0 6 6 14 12 10 D a 6 6 5 TAPPER+ ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS Is 1 1/2". 4'-0" 14 12 10 9 a 5 6 0 N 12 10 D 0 6 6 6 14 12 1018 a a 0 a5 14 12 /0 D 8 a 6 4 /4 12 10 9 6 a e 43 14 12 10 9 B 8 4 J3 A2)LENOR I EMBEDMENT OF.1/4'0 x 3/4•ALL POINTS SOLID-SET ARMORS SHALL HE 7Ar N70 THE POURED ODNCiEIL NO RIIGDNFNT 14 12 to 9 a a 6 43 14 I; LO D 6 0 6 SAN 14 12 10 1 0 B 0 6 43 INIO SR=D SD01LL BE PERMnED.1/4"0-21)SNS WHINE SCREW USED Stall BE 1 1/2'LONG LatEUM BROOM STUCCO FJOST,AND 14 12 10 8 73 3.6 33 - 14 12 10 D 1 5 8 6 5 14 12 10 0 5 7 SS i 4 ♦sa taeTnm6 Or t!g loft 14 12 10 6 8 C-66 6 H SZ 10 9 0 8 a SNS la 12 10 0 8 6 6 43 &AOI al 94n t6 1'YBONN FOR IVAl15 WITH tJd S'fUSO. 5'-0• 14 12 10 9 8 7 a - 14 12 10 9 6 65 5 J3 14 12 10 0 55 5 35 3 N A.3) CASE T1LAT PRECAST STONE:PRECAST CONCRETE PANES.PAVERS OR ANY VENEER FOUND ON THE e70.SfIN0 WrS.L OR FLOOR 14 12 10 9 5 7.6 4S - 14 '12 10 9 5 6 6 43 14 12 10 9 n 6 4.5 75 ANCHORS S2YLL BE LONG ENOUCR TO REACH TUG WIN STRUCTURE BEQ4 SAID WALL FINISHES.ANCHORCZ SMALL BE AS 1%=WED D ON fa 12 9.3 73 03 a3 - - 14 12 10 0 a 73 S3 4 /4 I2 10 0 6 a 43 33 NOTES Ai)h A2)/BOUT-FOR INSTALLATIONS ON VINIL SDMG OR Bf5 WITH OR WIDIDUf METAL STUDS CONSULT THIS ENGOtEER.FOR 6'-0" I4 12 10 9 e B 6 - 14 t2 10 9 B e 6 S 14 iS 10 9 0 63 1'3 115 Ih57AUA INTO F3FS WITH METAL STUDS SEE SHEET 20. t2 IQ a 7 14 122 10 6S 7 S7 -4 ] 1�12 6 ANA 53 4 3 14 It 10 11 6 a - - 14 12 10 0 8 16.5 S 175 14 12 10 55 a 5 4 - (8) 10 EXISTING CONCRETE CLOCK.(ASID C-DO) 14 12 8 63 53 J - 14 12 " 9 9 03 43 33 14 12 10 8 7 5 a65 J -1/4'0 TAPCON OR TAPCON WITH ADVANCED TRRGWfDR4 7ECHIMOCY ANCHORS.AS MANUFACTURED BY I.T.W.OUILDETR. 7.-0. 14 12 10 9 4 0 - - 14 12 f0 D 8 7 S 4 14 112 10 D 73 SNS 4 3 -1/4'0.-3/4"ALL POINTS$DUO-SET A1C110M AS CLSIRIBUIED BY ALL POINTS SCREW VOLT 4 SPECIALTY COMPANY. 1/4-0 BLUE TAP CONCRETE'ANCHORS W CAP AS UARIFACTUIRED BY FLORIDA FAS704ERS DIRECT.INC. 14 12 /0 B 03 3 - - 14 12 0 73 6 43 35 - 14 OS 7 SS 43 33 / 1 4 0 TAPPER+ANCHORS AS i"IFACTRED BY POWERS FASIENERS,DNC..AND RSIRMITED BY ALL POINTS SCREW.BOLT h SPECALTY /1 12 10 85 7 4 - - 74 12 10 8 S3 4 - 14 12 9 7 73 43 - "'COMPANY OR ANY OTY.ED APPROVED LICENSED OD AV17HORLEO VIDMR RECt57ERm WITH THE AHIERCAN MITIFR MB;IEMS ASSOCtATON.DINS. 14 it 7 SS 43_724 12 10 D S 3 4 - 14. 12 9 7 8 43 3 _p t4 t2 10 9 5 63 - - 14 12 f0 9 6 6 4 - N 12. f0 8 l:5 5 3.5 - NOTM g' . _._-.__._ 74 12 dS _7 s5 3 - Iti i=_e.65 SS a 3 113 GS B 3 4 3 - - ILI)MNNUY CARBEOYENT INTO CONCRETE BLOCX OF TAFCDN.BILE TAP W/CLP XXHO S AND TANNER+ANCHORS IS 1 1/4•AND 7APCON 14 12 93 73 B - - - 14 12 9.518 r.5 S - - 14 4121 a 1 5 63 ♦ - WUH ADVANCED TIREADFO R1l TECNNOLOCY MV40M IS 1 13 i--5 63 S J - - 14 12 10 a W 6 -1- 141121 a 65 5 4 B'-0' 14 12 10 9 a - - - 14 12 to 0 73 4.3 - - 14 12 07 1 a3 4 - - 02)YBOMUM ELIB DUWr OF 1/4.0 It 3/4'ALL POINTS SoUD-SET ANCHORS SNtNLL.BE ENaRMY EYBfDDED BID THE CON."RETE BLOT:RD 14 113 73 O a - - - 14 tt 7 ss S Y5- - 11 EMBEDIENT INTO SIU=S1Wl BE PERUOIED.1/4.0-20 SS.MCHINE SCREW USED SDIHL BE 1 1/2"LONG WhWUM WIDU D Swaaa I4 12 8 6.5 43 - - - It It B3 7 53 OS 7 SS 6 43 - F]OSf,AND t"LeIU NUM FOR WatNc WITH NO SIUCW. 13&5 o- 4 _ - 14 12 9 7 6 4.5 - - N 11 7 39 43 JS 10'-0• 14 12 10 9 75 - 14 12 10 e'63 5 - - 14 11 6 6 5 4 - - BJ)N CASE THAT PRECAST SMO-PRECAST CCNCRCM PANELS.PAVERS OR ANY VENEER RE FOUND ANN THE MEMO WALL OR FLOOR. 14 I 7 5 33 - - - 13 93 u 5 4 S - - 10 73 S ANCHORS SNA1.BE LONG ENOUGH TO REACT THE MAIN STRUCTURE OEHND SAID WALL M11S HES.ANCHORAGE SMALL BE AS INOXATED ON 14 11 73 63 - - t4 113 9 G S 4 - - 23 031 6 5 1 4 - - NOTES B.1)h T3N2)ABOVE.FOR INSTALLATIONS ON VINYL SLING OR EFTS'ATH OR WRHOUT METAL SEAS CONSULT THS FNGRIEER, 03 5 S - - - - 14 72 a 63 95 4 - - 13 10 63 5 4 3 - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE'.S iEET 20. 11 2. r. /o - - - - - N 12 9 . O 43 - - N 105 7 SS 43 33 - - C ANCHORS SMALL BE C75TAU ED FOLLOWING ALL OF THE RECDYNE4DATICNS AND SPECOiCAT10NS OF TUE ANCHORS MANLt7A-nOML 7A 93 5 - 12 9 8 43 4 I] 9 7 <3 33 J () 11 110 7 - - - - - 14 105 7 35 4.1 - 11.1 - 93 J 4S - -I 13 73 6 S - - 12 9 6 4.51 SEE SCHEDULE BELOW FOR EDGE OWANCE(EDU VERSUS SPACING RFLATWNSIOP FOR ANCHORS 14 12 i0 - - - - - u 6 63 5-51- - - 13 10 6515 4 - - - EDGE DISTANCE VERSUS SPACING SCC D Ulf FOR ANCHORe• I3 83 45 - - - - - 0 35 4 15 - - - 5 6 4 3 - - - gk"IUL ANCHOR SPACINGS ARE VALD FOR EDGE O4TANCES OCCATED BELOW.FOR E 0,LESS T1W4 TIL CIWATIED.WDUCL MOOR SPACING 33 9.5 6 - - - - 95 65 S 4 - - - 03 6 5 4 - - - - BY UULIIPLYNG SPACING 9ROWT1 ON SCHFOUIE Bf THE FOlLOR3NC FACTORS. 9 HAS - - 185 7 53 43 - - it 6.5 35 43 35 - RWJoED SPACING DOMED 11501.FII.^10T SIR UL NOT BE LES THAN MDAMON SPACW3 NOICATED FOR EACH ANtliOR TIFF 13•_0. 14 12 - - - - - -- 113 73 6 s - - 12 9 e 45 4 - - - FACTOR DA e - - - - - 73 5 4 3 - 73 53 4 3 - ACTUAL TAPCON ADVANOM :3 L5 _ _ _ _ _ - II 6 45 4 - - - 03 7 5 4 _ _ _ p EDGE TAPCQN TFIRFAOFDRLL T O A[L POINT$ODD SET MUE TAP W/CAP TAPPER+ 95 s3 S - - 85 J3 5 4 - - - - O�ADE OR INCTANCE N' SPACa"dG 14'-0" 120.S7 AS - - _ - ii 85 53 43 _ - - ED. MN.SPACING-3" UBL SPALLNG-J' /ANN.SPACING-3 1/2" LCL SPACING.3• 3 3/4" 410 73 _ _ _ _ _ - 7 43 15 - -I- - T 5 33 5 - - - 1 HV BLADE W/ � R t A FCF LYEL''EEE atom NWN CONCRETE a a�H1717me Wa.4E B= 13 6 - - - - - - 11 a SS 43 - - - - 9 93 43 - - - - BLOCKUK EDL, I/r LOW.FJl•21/r 191 fJ.'.3 1 WINDOW jj� HV fEl FO.•Y MN.M-3 1 Mx M-3, /r Fa•2 1/r 12 9 a - - - - - BLOCK ' e s - - - - = BLAME WORKING 3" l.a o90 1.0 0_76 T.D 0.84 1.0 15'-0" 9 _ _ _ _ _ - es fLa e1 - - - - - 63 a 3 - - - - - 2 1/2" - 081 1.0 _�.. - 0.67 1.0 03 a s - -1- - 63 a 4 - - - iN UNISON♦ 2• _ 0.71 _ 3/4" - 091 10'-0' u 93 a - - - - - to 73 s _ _ - __ 7/2" 035 - O,3$ -1-I- - RONA -BUILDING CODE(Non High Velocity Hurricane Zone' Tlt(/r'"o,, 0 2015 EASTERN METAL SUPPLY,INC. 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