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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 ;nA. varc - r-- -. �'�OtIC�il:x. f�(11i?fi 8QS Home i log In User Registration ; Hot Topics Submit Surcharge Stats&Facts ? thiblIcatlons FEC Staff I LICiS Site Hap ! Links Search Busines it � Product Approval Professi nal Vit]£- USER:Public User Regulation to*herr AnnrQYlj,fl+uv>Pmdurt or Aenh-fmn 5.•01>A-1101lan I Ist>Application Detail FL x 989-R8 ° �.':i� L:..�.7J,.i•^L Application Type Revision Code Version 2(114 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Reach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodrig uezpeasternmetal.c6m Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordfan Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `I. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Til iL,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiradon Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence L0.59 PS CC' HV ACCO L r31 O'V C1 NaN"VH2 ntH Referenced Standard and year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 3994 Equivalence Of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL 0 Modal Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and j Non-HVHZ -Orw 15.086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:NoFI-339 R3 tt r,.SS.A.I('i VtQ Imitt 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 Fta('9 RR AF A.S.S.A.IN,-. F.F.W ORVl, 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 ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working 1 in unison.Max.span for HV3 blade w/o Window blade for installations Into Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' ' for+64,-64 psf.See sheet 5 for others ans and ASD pressures. Bi 1_25 FIV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ-Dnvg iS•O65 bottom)for storm protection i Limits of Use Installation Instructions Approved for use In HVHZ,NoS.A.{NC DptyG. 3 .I tom! 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 16'•0'for 30 p.s.f negative Ft369 R8 AF A.S.S.A..FNC, n_F.k. DRylc.a-riRS y,r u�lf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVi blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0-for+75,-75 p.s.f.for metals stud mountings and 8'•0' for 110 p.s.f.for HVl and HV1A working In unison.See sheet 7,31 and 120 respectively of Installation drawin s for otherspans and pressures. 389.3 Berta HV Accordion Shutter-COMBO. Extruded aluminum Interlocking blades retained by tracks(top and (Non''HVHZ)-Dnvg 15.084 bottom for storm protection I Limits of Use Installation Instructions Approved for use In HVHZ:No FL369 R6 it A SSA.INC ORW(i.15.O8d ani Approved for use outside HVHZI Yes Verified By:American Test Lab or 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 p.s.f ASD load for Blade 1 Ft.969 R0 AE A S.5 A.iNi- P P R r)RWi t�-nv4 u-r I and 18'-0'far Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Patty:Yes respectively FOW ttAay Contact Us::1940 Korth Monroe Street,Ta llahassm FI 32399 Phone:0SO-407.1024 The State Of Florida Is an A VEEO employer.Copwtght 2007.2013 Slate of Florida,;:Prlyaey Statement:t AGecsslbility Statement l:Befund Statement under Florida law,email addresses are public records.If you do not want your e-mail address released in response ton public-records request,do not send electromc moa to this entity,instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050.4137.1395.-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 it they have one.The enrolls provided may be used for official communiwlbn with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department withan email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Sccurit vm i r a it,,, http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES- 1.BERTHA N.V.ACCORDION SHUM SYSTEM SHOWN ON THIS PRODUCT EVALLIATIDN DOCUNENT(RED.)HAS BEEN VEAFlED FOR COLLPI MM IN ACCOR044CE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SKMEi SISIEM SHILL NOT BE NSTAIIFD AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE CEfEWn AS PER SE,•TON 162D OF THE ABOVE MENTONED CODE.FOR A 84=WIND SPEED RE'OUTRED BY INE JLOHSOC ION WHERE SHUTTER N.LL TABLE OF CONTENTS BE INSTALLED WITH A WEEMONALAY FACTOR Kd+0.85,USING ASCE 7-10 AND SWA NOT EXCEED THE MAXIUUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TIM 15.19&21). IN ORDER TO VERIFY THE ABOVE CONDITION.ULTWTE DESIGN WOW LOADS DETERMINED PER ASCE 7-10 SMALL BE FIST REDUCED TO M&D.DESIGN WIND LOADS UREA•1- W BLADES(1)k It� By IMTPI.YWO THEM BY 0.6 IN ORDERTD COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it TIM 15, 19&20. GENERAL NOTES SKEET 1 IN ORDER TO VEtiPY MAT COMPONENTS AND ANCHORS ON THIS RED..AS TESTED.WERE NOT OVER STFESSM A 33 X INVIIINSE IN ALLOWABLE STRESS FOR WIND LOADS WAS ba USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANMXS&HOWEVER.A NRA DURATION FACTOR CO-140 WAS USED FOR VIRlFl PON OF FASTENERS 44 WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HX ACCORDIDN slNBTEER SM"S ADEOU74Y FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN AXX)RWCE WITH SECTION 1609.1.2 OF THE ADM MENN1 0NED TATO-AS PER ATL POTYPICAL SHUTTER ASSEMBLY 38-44 SHEER 4 TYPICAL TW41DOW BLADE&WINDOW DETAIL -HBV BADE d}0214.01-03.210715.01-03,11004.01-05./1214.01-05.(30317.02-06./0609.01-10 AND#,.Yn 210.01-11 AS PER TAS--201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 ARA - HV 8 ADE(7 AND W VWNOOW RL ADF(11A AND E-1996 S!ANMARDS(UMSLE LEVEL U WIND ZONES 1.2&3)&/1220.01-10 AS PER TAB 201,203&2D3 PROTOCOLS URGE MISSILE (WHERE APPLICAR E) -HV W4NDOW BLADE 9 10505.01-06 AS PER ASN E-1886 AND 8-1996(MMLE LEVEL 0.WDA ZONES 1,Z 3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 207,PROTOCOL TIPIM SIRTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W MADE 0 AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UUGAnONS AND CONIXOOHS OF USE ONDNCAIED ON SHEET 19 UISTALIATCN DETAILS O-M,CONCRETE/BLOCK SHEER 7 3.BERTHA H.V.ACCORDION PINS(HHV SCREMS),USED AT KADIN KNUCXLE AO FOR DIRECT MOUNT CONNECTION TD TRACKS SFA:.BE/14ai7r AND 114.1.7e RESPECTIVELY.410-M MUMN SERIFS CD(fERMATE DEMI.$FIV SKEET B STAINLESS STEEL SCREWS WITH 13.O W YIELD STRENGTH AND 180 W TENSILE STRENGTH.SNS SHALL BE COATED WITH ARTA HV OMRp9CIElp COATING SYSTEM AS MAI.WACTURED m APPROVED CE TERMAATE P17ERNATWG DETA05 HV SHAT 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUNTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MV MARKM ON THEIR HEAD. 4.ALL ALUMINUM DaRUSIONS STALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOK7MED ON SHEET.2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TIS ALLOY IS 30.0 ka i AID 35.7 W FON END CONNECTION DErAIS 1-6.CO.NCREFE/eLDCK SI-M 10 6005-15 ALLAY. MAXIMUM SPAN TABLES SKEET 11 ANCHOR SCHEDULE-CCMCREIE A BLOCK SHMET 12 S.ALL SCtiM TO BE STAM M SMFIX 364 OR 316 AM SUMS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ION 50018 WITH 50 kd MAI.YIELD STRENCDN AND 90 EaN WCL TENSILE STRENGTH ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.321.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 W WKWUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEpFlCAT10N5:HV BLADE ED 12,33.14,15 AND 20 INSTALLATION DETAILS M-R.'ADM SHEET 16 HV BLADE(D&® WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIN BERTHA H.Y.ACCORDION SHUTTER S)SIZU BEARS A U.S.PATENT/6'/9,582 COMPONENTS OF THIS APPROVAL ARE COhTE4,IN WHOLE OR IN PART m US.PATENT 215458,179 ISSUED TO EASTERN DID CONNECTION DETAILS 7-12&X.WOOD 514M 18 METAL supfty,NAC. S.R SHOAL BE TNc RESPOMFIDUIY OF THE COCONTRACTORTOVERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO EE ATTACHED TO MUM PROPER ANCHORAGE-CCEMTRACTCR 70 SFJ.'/CfSNUC ARA : W WINDOW BLADE 0 ONLY ALL SHUTTER COMPWIr,EDGES WHICH REIMN,THRU FASTE?Q4 IN CONTINUOUS CONTACT WITH THE eI)[LDING TO PREVENT WINO/RAIN WTRUSO4, TYPIC-61 SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A MIKE PLACE VAIN WARNING NOTE.`OMMG PERIODS Or HURRICANE WARNINGS NOME OWNM TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD ONLY CE TIDWTS ARO ENGAGE OR LOCK ALL HIV AO FIV HO LOOM AREA 4- WINDOW i" B An 11.SNIUOER MMNFACTURETS LABEL SOW.BE LOCATED CH A READILY VISIBLE LOCATION AT ACCORDION SINNER IN ACCORDANCE W1NN SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSIALLLTON DETAILS.METAL SND WALLS SHEET 20 RACED FCR EVERY OPENING,METING;TO COMPLY WITH SZCITON 1710.8.2 Of ME FLORIDA BUILDING CODE 12.eVM(A H.Y.ACCORDION SHUTTER SYSWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TOS DRAWING PUSS ANY BUILDING AND ZONM REGULATIONS PROVIDED BY THE PJMSD=DN WHIXE PERMIT IS A'P1JED TD. 13.(a)THIS PS-D.PREPARED BY TM ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECITIC PROJECT;La WHERE THE SLATE CONDITIONS DEVIATE FROM THE P.C.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAaET'OF THIS PROOLICT•BASED ON THIS PZD.PRWDW ME/SHE DOES HM MIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS 0001JUENT.COMSTRUCTIOH SAEN AT SITE IS THE CONTRACTOR'S R£WORMUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)fres P.E.O.WILL BECONSAERED OAALOD V ALTERED m Am ME1PS. _ (d)SITE SPECtT PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH FILL BECOME THE ENGINEER OF RECORD(".R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.E!F'WTR OF RECORD,AANG AS A DELEGATED ENGEkTR TO INP PXO.ENG+NEE{SMALL SUBMIT 70 THIS LATTER THE SITE SPMF)6 DRAWINGS FOR REVIEW. (<)BROW P.C.O.SMALL SEAR THE DATE AND OHIGN41.SEAL AND 5Y.YA1URtE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT IN FLORIDA BMING CODE(Non High Velocity HUrricone Zone `VVV`"CZE�,P T/A'AAiA ®2015 EASTERN METAL SUPPLY.INC..,.....:,: BERTHA VTA o� ®rEC® Ire . ■ ■ ■ ■ Accordion Shutter System L� S Itv MADE#1 W/CR w/o Itv.Vatlww 9 A[f v: j / = American Shutter SystemsIESDa«Frm cAT1 =01h By MN. 71WT TESTING 11 ENGINEERING COMPANY TFDrAssociation. Inc. I OLD 1-92 13 15 MIL 4 15 13 �T•. F am RN.351 5E.S 345,VKM GAFMM raNDA 333 11 4/ / ! / �`' r �,;(3os 671-1530.Boa:(aDs)e7E 1533 4268 Westroods Drive x 0 o""a' '6°O a�Op"' West Palm Beach, FL 33407 3 DRAWING No ANAL 4 ENG,o`` TALLIER A ULUT J..PZ 15-085 P.E. SEAIM%URE/DATE NLxRNAIDca44167 s SHEET 6 1 OF 20 -3•0 nA O GLADEa • . VARIES 918" 1191' a Mc.. sr i •45t' 1 a� Ay W t , a Y C 1.999' QSOUD BtADE7 3 0 6��, 5 HV 90'/180' STARTER COVERED UNDER US PATENT 5458779 b�HV UNIVERSAL FLOATER OUAUnED FOR USE W/ HV BLADE 7D HV DIRECT MOU HV BLADE 1 HV WINDOW BLADE' 6005-T5 ALLOY AND TEMPER QUAUFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE am SHEEr 19 BLADE(I .371.y ® 1 6063-T6 ALLOY A TEMPER 724•-I , 6063-T6 ALLOY AND TEMPER -�.+.--.— -I .055" I 2.670' i' 3sw M4 =HV 72 I 812 •�' _ 'tA75' 2A92' 3/Q� t 126:.1�HY WALK—OVER TRACK OUALIFIED FOR U,�yE W/Hv O9 HVTRENCHTRACK6063-T6 ALLOY AND TEMPER. BLADE l7) OUALIFIED FOR USE W/IN 6063-16 ALLOY 0 TEMPER BLADE QONLY. 1Gl HV RAINGUARD BLADE(D G063-T6 ALLOY AND TEMPER OUAUFLED FOR U E W HV 6063-T6 ALLOY D TEMPER 9A@ES 7.936' BLADE / 1' 1.915' VARIES 1.930" 6063-T6 ALLAY D TEMPER Cs2'-Y�• O8J' • _100 ic9S _�. ... q 67 yj�� 093- to '�'1• 4 570 1.68G' t? 670 11 HV CEILING HEADER 1Q HV HEADER/SILL @ HD CEILING HEADER/SILL Ll 67o y 1 ONLY, QUALIFIED FOR USE W/HV MADE 7 ONLY 6063-T6 ALLOY AND TEMPE� quAUF7ED FOR USE W/ IiV BLA(7E lO 1iJ4 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDI SEF. SECTIONS FOR VALIDLY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEi�)ONLY. 6063-TG ALLOY AND TEMPER COMPONENT A 0 T1 T2 7(— Y t X RY MX1 7' 1' J 1� 2' S'MAX; 1/8' 7 8" -"`; 3• , 3' ® 2" S•MAX. 0.192' 0.182' _ 1�6 SIDE ANGLES ,r 2.5' 7'MAX.10.190' D.190" CORNER POSTS oUAUiIED FOR USE W/I1Y ALUhgTFG ASLES C BLADE UI ED FG USE W UPI3FIEB�E(D W/FIV 6063-T6 ALLOY AND TEMPER. -LY. 0063-T6 ALLOY AND TEMPER 2' S MAX.i 0.139' 0.137" 6063-ib ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `5.`7177 N.Tit'rrrq,�, EASTERN FETAL SUPPLY.INC. cJr 2015_-.—ERT A TM A S S A Accordion Shutter System ��- /77L 7�c O �N�. KV.tlADE&I W/OR W/0 KK WND01N RADE y '*s TIWT TES NG & ENGINEERING COMPANY American Shutter Systems - ��„a, a,E M,M s„ , STAB OF SM KM.3&a&_u.,No.v aazaa.n01:o+MTV Association, Inc. , a0 t 1—zs2 LJT3/IS PME -4/73/15 RL,,,r::(3osj67s-uJo.Fc.:(305$671-1331 4265 Westroods Drive 2 OFIARTNG No :67ro0oNcwn West Palm Beech, FL 33407 s 33 0J04719 15-085 `SSl...... ITER A TAUT Jr.P, 1 SHEET P.E. �1tE+pfL16i7M RE/OATF FLDROA L u:67 s 6 2 OF 20 20 S4.75' 9A 9• IIOU= E St Dues vxlw —,Der t4 4.4 I._ }• �am S 1(LY(Q(tWE ("WE P TM 2 SUM C"M HV CENTERMATE a OUAUFlEO i & N�ONLY rc. , 3 ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER IED FOR USE W/ W BLAD'c 1 & 7 ONLY Z I QUALIFlW FOR USE L FN OLALIFlEO FOR,UfAS�E W/ FN 6063-T6 ALLOY AND TEMPER C BULDE 1Q do®ONLY. BLN)EQ&C7 ONLY. 74' MG3-0T6 ALLOT HAND BLADE 110NLY NIFAD 25D'7fla0 t8' 78' MOLDED 70 4.OIS' SCRAP 7 7' 763' .d60'AFTER RNEDNG .06 ' ,�4 -20 X•3�4" 860RE RIVETING S.S. THUMBSCREW I/4'0-20 RIVNUT! *$Mcs 9144 Al"Aw(2m4-T3 AUCK)wiGE rurxE nax ~� A SNF WWU.WT>1 OM AS YlAVFARVRO)DY ASTM �!1 " F"1 aEVATW V MALE "T" LOCK CENTERMAT 456a' aN¢wD tEztOV,pALTERY,NEW wtstY O 1 oR Dem. aun p "T' LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE OUA IFIED FOR USE W/HV BLADE�ONLY HV FEMALE "T LOCK CENTERMATE )�UALIFIED FOR USE OUAURED FOR USE W HV QUALIFIED FOR USE W/ FIV BLADE lOONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ IP/BLADE(I)ONLY Ty/ BLADE�ONLY. III (J7 ONLY./ 6063-T6 ALLOY AND TEMPEBR 6063-T6 ALLOY AND TEMPER 3 p53' ,...__ � .751 -I�4772 O •.THDNEtURN .� C UNCER OR .214• _.052'... �I ;-iL06 LEY Ca2al R .214' o , • rJ �� . nT 0.875'V+71. c• f.12r U— HD CENTERMATE WJ NO LOCK((`, ROD R OUAUFIED FOR USE W/HV BLAD£(1)0dc U OUAUFIED FOP.USE W/ IN BLADE(j)& {-� rs i 6063-76 ALLOY AND TEMPER 6063-TG kLC07 AND TEMPER 47J' ' vAREs,tz•Ma. OttAL)F'L.rD FOR USE W�tiV BLADE(j)l, 1A I 1/+tciAl 745Dar++ .Erb,•-ee yi t•t.,p• 5063-16 ALLOY TEMPER +! n (Six OLTA75) I D _ OR KEY �........_0 L 176 N:n 1LhT/1R 1.78 M 'NOL g C�f'�,�`LOCKING ROD Z�-� t/a a �4 HD LOCK � _ LSTs'• OwaLIFIED FDR USE W/HV BLADE(j) 3 *0_16 ACETA J tiV /4" 58-20 AISI 304- WILL 04 GY REGEW.HARDWARE MORILSE L(KXS SERIES 2333 hOOX DOLT LOCK 6063-T6 ALLOY ANDEQ TEMPER FRIES_ S.S. THUMBSCREWS QUALIFIED FOR.USE W/W B.AOE 7O& Q DRILL 0 A7AN'RZdCKSLLFOR PROPER EUIRE A MBEDMENT 16- HOLE QUALIFIED L u BLADE QUALIFIED FOR USE W/Iry BLADE TQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N�NswVk• J/i; 0 2015 EASTERN METAL Supply,44C. GENS .''9 BERTHA HNTLA TAccordion Shutter SyEO HVBADW DR W/0 V.WNWN RADE American Shuter S stems t—m-a 9cuup» ATE ap�„BY.. ux ! �17L' •4+� TIWT TESTING& ENGINEERING COMPANY ST 1 •kr� Association. Inc. I OLD 11-I6z yu/IS DA7c 4/13/15 A ,.• _,�A .> o3ss N..,San ss.:T..SOA+rc�o1 rw50D,rLavr ail� 4268 Westroods Drive 2 �••.. '- �- C��=i vnaw:<x5la7t-;s3o. C.>�)67,1-tut � .......��,� Q-��:ttecoOed.00m West Palm Beach, FL 33407 3 DRAWING No SloIt,' 1i A�1110 WALTER A.iW713.P.E. 4 IS—OHJ nkRDA L;c,j 44167 5 SHEET' P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/9" HV HV _ dt 02'UK CE TO BlA.DE ? L�. � .0825' iO W BLADE t I ? > .sari'I'T�t�ET•cai--- ��j`Jt t w tlrkarnV BLADE .0825'BLADE IA wmrK,z.f Afi7a .0625' HV 3 IIs tI I t MADE*S '0 0 875' Y ® HV LONG RECESSED NYLON BUSHING x I n KNUCKLE ! o St r (TVP) o. ® HV SHORT RECESSED NYLON BUSHING- ® HV NYLON HAT WASHER 0 O® �;e4 i I FLAT FORrnN Ht.�// s so' @HV WHEEL CARRIAGE NSI 302-303 SERIES I ( `� a's 4 i i ///Rf/ X n 4{ *.870'.3/116"THICK NYLON WHEEL. 3 M'BTNDOW n `V 2 7/8•MK 0.1886 AJSI 302 SERIES S.S. RDrTS j s15'eSEPARKnCN a=yz062s� 3,7.500' ® HV 1 3/4"ACCORDION PIN W/ F8 HEAD * EXTERIOR t ppIN a1 5 3/4' IERS ® HTY 2 3/4"ACCORDION PIN W/#8 HEAD * .I 41` ara' c �a7G'�- a,0o' +� I s amry PGLYCARBONATE IMPACT RESISTANT HV WINDOW �.__1 1 j eETrrEEw j 1 g #LxEAR TYPICAL HV WINDOW BLADE t�Al AND i POLYCARBONATE BY WINDOW DETAIL ® I a)OR(D ( a or ® n j ' ® N.T.S. (SEE NOTE FOR l REOUIREWENTS) j i OOR ® 1 j *POLYCN280NATE IMPA(:T RESISTANT Hv WINDOW i I BAYER MAKROtON 3103 POLYCARDONATE PIN EOUIREMEM AT EXTERIOR BLADE KNUCKLE 72'WL cLrp RESINS, UV-STABILIZED GRADE OR SABIC Liz c1l) x 'T`O"�gE� INNOVATIVE PLASTIC LEXAN 103 RESIN OOR (SEE NOTE 'F" ON SHEET 19). (1) HV PIN® SHALL ALWAYS BE USED AT ALL EXLERIOR ® ^!N •' I i 60770!.1 KNUCKLES OF FTV ACCORDION SYSTEM W/ H(V(D OR j I POLYCARBONATE SOURCES FOR HV®BLADE. L! EXTERIOR Ns1r ac TYPICAL SHUTTER ASSEMBLY , TICAL ';HY CIN s�2 OR r6 AT 'I`pOCz (2) HV PIN @ MAY BE USED IN LIEU OF®MID ONLY Al EXTERIOR BOTTOM KNUCKLES OF FN ACCORDION SYSTEM W/ HV(D CO]2e BLADE'S KNUCKLE. Pa3N: �n avers (SEE NOTE A FGR Sv6Cq tDii4v Ota orex o0o n/' ods m/K GLADE WHEN CORRESPONDING TO INSLIUATION 111", SHEET 7. oa 0 REOUIRErEN , t ! tOe,T.E*ED sTHr.cn# t tuna 0ne2 (3) }{y PIN OR W 1 2` 0.0. 1 16" THICK S.S. WASHER 0 ! I au 1Eax w.i SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Win SHEET ® j, aan AFM txa 'e n-s! n n-et EEL CARRIAGE DETAIL nI —s u AEMBLY LAYOUT ,a= 0-1 CUM sar n ua 01M 1ao•r =7 O AUM am nx M HY BLADE SOLID fA BY WINDOW BLADE DETAILS '°,"� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .�"�E�.�� ' A "I'll",,r to 2015 EASTERN UCrAL SUPPLY,INC. OPL10EN '`rte' 8 THA H w TME - A■S■S■A■ Accordion Shutter System H.V.HALE#1 W/OR W/O H.V.NINDON BLAZE AmeTtcan ShuHar' Systems V, DESTR"Cm DATE Dw*w By, UL TILUT TESTING k ENGINEERING COMPANY ATE Or" *= ssss NK.3w,r_a.xis.Yscw Gklmm Mosta"m A3sociation, Inc. 1 OLD 11-192 +/13/15 DATE. 4/13/15 F—e:(3M)871-15so.Fe.z(M)971-IMI 4268 Westroods Drive 2 ES'.,aRIOP , ``` a t v o<a— West Palm Beach, FL 33407 3 D(tAWING No g/�.........G��..� YW7}RtiT5LRS.PE. i5-085 ryiq NHL E� a�`` nog m-f 44107 5 P.E. 9tQ61kk%RE/DATE s SHEET OF 20 "NOTES ON HV LOCKS AND CENTERMATES: A 0 D 0 •�P Y N S t 0 • • ' ®•�a�,�� 7.ETAt$1ATORr OONOITfLwI YL ONE HV LOCK®or ftALL BE USED AT 1/2 OF SHUFTER SPAN,FOR ANY SPAN OR 12'ABP/E OR BSL, or JL2 OF BE USED AS AN MWTTER SPAN INSIDE OR UP TO OUiSDE LOCK,ATTACHED TO AND FOR TYJNS„AT AN'! ELEVATION.FN LOCK'2(9 Q 0 CFNfERaN1FS W/(2) 114 P-2A x 1/r LONG FLAT NEAR S.S.LI.S.LOCATION OF LOCK SHALL BE AS INDICATED ON „�a0a TYPICAL SH ATION. LOCKS OR JL MAY a Sr ED M AN INSIDE 11 B OR OUTSI DE lDd(.OR FOR SECURITY CONNECIIDH OF LOCKS TO UPCENIERNAT6 OR V SKAL BE AS INDICATED ON NOTE(1)ABOVE LOCA ON OF LOCKS SHALL BE AS WDICAIM ON TYPICAL SHUTTER ELEVATION. 3. IN 110 ONLY WHEN U&%ATM CONDITION JI OR LIM D II ■ �2 IS IJSFf1 WAPNO H.Y.tQ=-.LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,BUr MAY 4 �6 oA Jox S�4■ -4-0 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO CE LOCKING RODS V OR AN ALIT3RNATIYE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSIMN). F, .(N - 4,MAND&M CoNoffm im.ONE M,LOCK SFW1 BC USED AT CORNER CEMERUATES FOR ANY SPAN C7II AND INSIAL ATIONS AT ANY ETFVA.,Hv LOCK 2 or 0 SHALL BE USED AS AN WTSIGE OR INSIDE LACK, ATTACHED T8001?CORNER CENTELMINE W1 2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M-S TWD LOCKING RODS § AT TDP&BOiiOM SHALL LTE ILSED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAMKUM SHUTTER SPAN 94U BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S' y E. ALTERNNLTE K1V LOCI( MAY BE LY UEU 6F 1N LOCK Dr FOR ANY SPAN AND I ash 9 Y� I. T70T5 AT ANY i3EYATKXN. ERNAF.LOCK ?MAY BE'USED AS All ASIDE OR OUTSIDE LOCK.RITACIHMLENi / ` OF 114'0-20.314'SS.THUMBSCREW TO @ OR C) M CEERIAATES SHALL BE MADE W/1/4C-20x3/4'ALUM. R?AW AS SHOWN ON SECTION WE,SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SlOr"SPAN OR INC) LOCKS AT 1/3 OF SHUTTER SPAN. .. a� 8.MANDATORY CONDITION IMFOR I�NSIDN �NT1 MSTN+ATNIlL:_ ONE XIV LOCX a or SHALL BE USED AT 1/2 OF SLITTER SPAN EOR ANY SPAR OR 12'ABODE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP L TD Dr.AND FOR INSTALLATIONS ATANY ELEVATIGN.H/LOCK 6 of @ or @ VAY BE USED AS AN INSIDE OR OUINDE LOCK.ATTACHED TO or Q-0 SYMMETRICAL CENIEIS RMA7WJ(2)1/4'-20 x I/2'LONG FIAT HEAD S.S. SEE END - t MS.LOCATYJN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROM fS W/0 COHNECLWN } OR TOP AND BOTTOM is COMPLETELY MANDATORY. DETAIS ON (/� P D ■ Y Y k SHEETS 10& 7 is M-� LL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIOF CORNER 1 CENTERMATE ONE ALTERNATE HV T LOCK(SO WY BE IHSjNLID IN LIEU OF HV LOCKS OR FOR ANY SPAN AAD w•1w 6 7 w S a 10 I STAllAT1ON AT ANY El TI9 ll TE LGa Y BE USED AS AN DISIDE OR !DU LOCK ATTACHMENT OF LOCK®INCLUDES USING RENFORCNG LOC ,AS SHOWN ON SEL'RON H G,SHEET 9.WHICH MUST BE 10`\'''✓w •�w 17+( T w -- - CONNECTED TO CIENRERMATES AND W/1/4'0-20 1 1/2'LANG S.S.THREADED BUT W/7/8'0.3/32' • w�6 7�' w IIATGMUM ABOVE AND*v4GNLrr OR W1 •BELVAI MIDSPANS USE OF TWO LOW14S RODS&TOP AND BOTOL f•IS LLEEI AT TORY. 0.R 12' @ fiwC +U��•@w QyN HD MU-11111-0131 A & CENTERS: 1.HD LnLyc L_W/Hh CENTpR1NAT13f j OR R W/ ONE ALTERNATE I{0 LOCK(D MAYBE USED DI LOU OF PICAL n HV BLADE SHUTTER ELEVATION HV was FOR ANY SPAN AND DStNL5T1Ons AT ANY ELEVATION.ALTERNATE FAD LOCK 8 MAY BE USED N.T.S. AS AN INSIDE OR OUIS LOCK.ATTACW W OF HD LOCK 0 TO 5 W/3/8.3/8'F.H.SSIMS,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECMNS HD8-HY8 AND SHM7 IM LOCK MAY SE U61ALIED AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE NIDSPAN.USE OF LOCI=RODS @ IS COYPLLTA.Y opnoNAL- (Oon High Velocity HurricaneZone,' C 2015 EASTERN KETAL SUPPLY.INC. ' TI BERTHA HVTH Accordion Shutter Sy stem L EC OyA��V�� iLV MCE#i W/CR W/0 KY.WWW HAnE S TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems 101J,FDa IATT OxAWW ft ML ,ra.:(305) $TATE OF O:'` em N.Y.-%s x., uDr'T,,A"Y M R.�.y+ P+ Association, Inc. 1 OLD 1 Y-192 4/13115 MSC 4173/1pi—:(3z}eTT-+s10 87+-1sn 4268 Westroods Drive DRA z WING No '�• R •-m.1 Lt-0-t— West Polm Beach, FL 3340: s 11,, IQNAL E ;o` ` W:LTV A.TklffI k.PL i 5-085 H.E. SEA�N/H31tti WINE/DATE 'Zai lrc. 4.167 6 slt5 T OF 20 CRETE lWCHOS POPOU POUREDURED WaCRETE CONCRETE (SLE_SCHTI)UL£ON OR COf+QtETE BLOCX SNEEr 1S) REDUTRED ��n " 20a1/4'S.S. REpUIREO CONCRETE NTC1i ON SCREWS REOURED _ TOR (RE.Sa1E0ULE ON •12SEE EOU(E O4MaNDRS SHEET i]) (s¢Oaa�nvcON$WU 7) SHEET 13) 12'O.C. 9150, 1/4'I-20x3 4'SS. LRa E2- EO IV,USING 1/4'-20 NUTSO T2.O.C,E i+ .250'MO.. ! 3 OR 5 OPTIC.4N. O ; , 7 r G , ai°sa.�ic wOMDx I 7 OR ; rwsTWG—{-—(s¢MLN. EE ON TO EE7 t 1) I:DOmxC Irucoma URN.5lTAPAnoN'TO CIASS ' t � l .. _ -(SEE SCHEDULE ON SHEET 11) _..... —�1-- pf1511NC 7 1 HV WALL HEADER fNSTAUATfON � ©HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION+ KEYSTONE ' HPI.SEPAPKTION TO C1AS4 1 L10'"RxOF CSEE SCHEDULE ON SKEET 11) 1 som°a�a sm TOR InN.SEPARATION TOaAsS 1 MAW...n Rn eAOC L'I+O"' (SEE SCHEDULE ON SHEET 11) OI 9Rlfl� I , auama0o-TwNu III K. ✓-oPTavA1 J 13 ors 15 fF1 7 ED� __ � //4•�-20x]{4'SS. Mw. _ Plg1IPS TRUSS HEED 1/4'0-20xS/4'S.S.PHILu" / l_.., 18 !! UAGCNE SCREWS USING CONCRETE A4C4aR5 TRUSS HEAD ILY.IIPTE SCREWS 11 __.. CM+CRRLTE ANCHORS i+ _ t{4'-2o aids o 1z'o.c (sem SCHED LL ON a{ 1/.-2a 1rT s o 1'C O.C. POURED CONCRETE SEE SCMEDME W+SHEET 13) R1.- POURED CONCRETE sfw 13) OR CM7CRETE BLOCK u�7CRETE =NCRETE A.4CHORS REG LRRED 0 J (� EouLE�" F, WALL SILL INSTALLATION OR C0?IRED coTE eL SHEET ti) OR OONMETE ELOCK WALL REQUIRED EO HV WALL SILL INSTALLATION ROTEE EOR`°"GNAW-IN O� INSTALLATION DETAILS W/ t-SEE S1i�L7 4 fOR TYPICAL sT+LTrrn •E D.d ^O g51A4CE .S ll/ HV BLADE f-SEASSEMBLY ..EE IJYTMIONS QT'LSE ITXT 2--YOUNIIf SECTIONS CAN BE COMB= (SEE SPECTICATIONS ON S'rLE7 t3) MADE»ON SHEET 19 IN ANY WAY 7D SUIT ANY INSTALLATION. u11+aTo FLONA BU1LDiNG CODE(Non High Velocity Hurricane Zone ®2075 EASTERN NErAL SUPPLY.INC. BERTHA HVTM {L E�Oi A.S.S.A. Accordion Shutter System KV.aADE g1 W/OR W/o KV.t�wav BLADE f(�//� 3 American Shutter S ems SAT TE Of - T0.UT TESTING & ENGINEERING COMPANY 3 9•, ��`_ H.. a xs TLaROA u1 Assxiattan. Inc. 1 OLD 11-192 y1s-i rwY 4/la/1s r—(305 Phaw;(]as)IT7t_1a7o, #/1..1531 4268 Westroads drive 2 DRk1Y1NG No '..•....hG o.. West Palm Beach, FL 33407 3 �Ai ONAL �� WALTER A nLUr Jr.P.E. 4 15-085 E +�N1 ) IH+i7L' nnxw uc.1 4410 s SHEET P.E..E. SE',0t�iNATURE/DALE 1 6 of 20 CONCRETE ANCHORSeounp CovCREiE (SEE samcAE ON SHEET 13) I mo cu 1 OR m5nxG R-c=tEEMD ..1..- EDGE 6 -i I SNI[m _ GUSS- RHAiew ON SRT tY Ian A�AS IF wmek on 1— i DUSTING 4UTA f \ oa 34LT 11) \ 1 'r i OCATION ANgIOR , 1 1 1 —_ I }1O4D/41f EX WASHER HEAD 11 OR 3 OR 15 3/e 1m TOL scREWs 0 12'O.C. / am OF n ]/e CONCRETE ANCHORS 8 6 . SCHEDULE ON SHEET 13) I APMN�L EXbT1hG EDGE Of X11 SLAB IFSLAD IF _ u EDGE OF APPUCABLE i 1eL vRpFCR1 APPUC<'DtE 1 O. APPUCAOLE POURED POI FIAT HEAD CONCRETE AN.31OR5 s:m[i6a CONCRETE� / F-D• CONCRETE (SEE SCHEDULE ON SHEET 14) -4 a t��19 rOa"° 1 OR ♦ POURED .__. ---'-__ RE'RTRED FLAT L 1 alae@ems ` RECOCU�'EiRFD o.- D.+- (SFE SCHOULE CONCRETE HEE -h 11 .TRENCH INSTALLATION QAUD ONLY FOR UP TO 4.70.-75 PSF A.S.D. Q HV FLOOR INSTALLATION I ©HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER HV CEILING INSTALLATION SCHEDULE 03. SHEET 11 CONCRETE ANCHORS ` � ( ON SHc'ET iS1 SEE � 1/F87M J.tM'[LN P/ P+9afi 11J I 1_ 1 LaYi 11) 1 1 AD.N=TN7>7 1 O FJOSTWC EX aRRIG—i M=0`N0=m 1/4.0 fonts ( 1/4' . F>¢s11•tc GLASS ? LASS --{x®�.i' uericxr c n( VAX FOR w TO c-v 9.AND ; D D'J'Ll 11 o.c.raft vun rA;=rnN 1/4' 1 6•-a•tP Ta E'-O•f11X APRT rrMU9A1Nf R EY6R'r/61DER IEAD �(�� ; pppp�/R ! Aima!u NOR FOR tt w s EEi 11 / 1/2' i E kJ,011 V D• !` 1w1. i rt - wxr.wuvc----tee, m¢uaaa I 3 K SC }74.3/4• HEx FO.0 d t O• t b• _ :lo': G. /4•.-zor!/•'ss as TEK SCREWS O 9.O.C. ' LCNCREfE HtCHORS 6 .O 14.3 4 S.D.S. - - 1 4 ' 1 a OR 1 4 0-20 SS.NS. O S-O,r 1 ' ym- MI (KE SCHEDULE ON „ 1 1/1 �! 1 SHEET 14) - -^r i?i�----= 'y 17 at 18 1/2•[ .t. KXL Nat STIIVCWRL 1 17 18 '� 2.00'Nn.q IrxL 7fAY(bELwRRnt: ( ED. ML) ET)GE aY- }14..5/4'F.H.S.D.S. I•AWN.SLAB IF 1 7/8'_ 1 7/R" J APPUCAE' CONCRETE ANCHORS , W � fE NOTE 13(b) O 0'O.C. CEO POLMD CONCRETE (SPT-SC51EOUlE ON 011 SHEET 1 NE NOTE 13(b) - _....._..._... .OR COINCR BLaCY. SHEET 14j F'OttTLO)CONCRETE ON SHSEr 1 •'•.:: REQ¢RED RXt WRED E OL�fC DPDaTbtL "-POUR�� I:<RXtIr D t}I KYR XI�MMO Ga,-n W 11AT10N CONCRETE HV WALL FLOOR INSTALLATION © F,�V WALL WALK-OVER INSTALLATIOl•I P.ETGURED 1WOA>il`KmLR SFAv a'-o' GUADIS NOTE-- NOTE rOR CO-WNATKW OF.6rCnW5: )RTHIS RMALLOM M PF)ALL BBE •E D.m EDGE OwANCE ADJACENT TO AN OPFRAFR.E EXIT 1 SEE WRATpNS OF USE FOR I_SEE 5ASSWLYH 4 FOR TYPiCN. ( � `� aL�' ") OR ENTRMICE O ,A ON SHEET"TO WA _ INSTALLATION DETAILS W,/ C1�� HV BLADE MY �MfCVJ AL CCUM�MMM INSTALLOM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane p.TI�( A�pA ®2015 rl.STERN UETAL SUPPLY,INC. Er,,=- BERTHA HV,. ;�P.••vpNsfi'•..9 � --- A Accordion Shutter System 1 L ECO ■ . SSA ALV.MADE gi W/OR W/O FLK W!WW SIDE (�=� American Shutter Systems DFSCFD IAT, bC YH 0r: ML TIWT TESTING ENGINEERING COMPANY -o'•, TATE OF ::�� „�NAI,w,.�..�.305.A�a+AS r.�ez namA 3a1 Association, Inc. , OLD 11-152 a/13115 raTF: 4/13/15 ft.,;POSWI-1530.Far:(365)971-1531 42613 Westroods Drive 2 DRAWING No aA,`c��DtdAlti��G�```` wA HR�wT1 ,PF West Palm Beach. FL 334D7 j ��, 15-085 P.E. S1&1f SIGNA6E/DATE RAgm U�,i 44167 a SHEET OF 20 SEE END WALL CONNECT A AILS ONSd10 is Sa Nmts ON Loalmc ams Q,In Loacs Q>p aurF IN MSTING G1A55 INSTALLATIONS W/�1�HV **AND ALTERNATE W Loa(0 C wT MADE SLACK WAIL Iff BLADE W HV CENTERMATES MS �MME@ i ®°t®°R®•OO °® )�'®°A OR SdD W LL CONNECTION 1 D•®a®• ©^®a DUSTING CUSS DETAILS 2S2•rt/CN'-2 1 I ®^®wQ+®w�•�$ 3 1/4• 7' G 1/2' 7- (GD63--T6 uDnx'LL OPPOSING ANGLE W/(2)1/4•.T,wca„ 1/2• a®•® SYMMETRYCAL aolols 70 CONCR E - CENTERMATES CE RM ES. u,N_gpppA xxm (rov/eanou) JIW/4•s.u.s.0 12 (4)/tD:,/2'sus To tusE� Wl HV LOCK or i W HV LOCK or � TO� AT FFR!FJJG(E,(T1P) I O.C,t1itL IENGHG _ ! I* (SEE SCHEDULE 5 + a * 5* I N 3 ON SHEET 11) 5 r— 1 � 1 ' 2' '/2 g 3 ©a�w®•O7 a®a10•®« C. O `. HVB OUT a * HVC ,o•Qs�©•��•®a HVA ©�®�©•peep .,o.�a OUSTOM.GLASS - CONCRIETE WCA a - a --------- ------- -- ------._..._._ Nc ® O ® SYMMET._ RICA I IN �s -7�-��5 'Q ®04 - jI� 8 ^�`��•Qal •�S cv�'ss1 -O CENTE� /` ©'®°"C�'®a®'®°° (sEE saimulE 5 MIN.SEPFFNnCN •—�®•®—.•_...._ * W HV C 6 SCR) ®^,(1�'®.©a�.d'1 ON SHFEr 11) (SEE SCHEDULE ON SHEET„) (om) ---- - --- ------- ----------- �� OUT CON S 0 PNa102S fl 16.O.C. s VAMES -- �'. [OUT - 6 1/2'LLAx SACK OUT `°"� ) HVE �J HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +11HIINlIi/lA/// ®2015 EASTERN NETAL SKPLY.INC. ��•'�ER A 7iL(jT✓,�� 819WHA HVTm :Zg�Q �C .EN _ A Kv Accordion Shutter System .S S.A. aADE#i W/CR W/D KV.N,WN MCE TiCL1T TESTING 7k ENGINEERING COMPANY Shutter Systems - a,W,1�, CAM e'• STATE CF :4� w�"* s s+�: + r X11 Association, Inc. , oLG 11-1s2 y1a/1s nmi 4/1a/15 �.. +�r 1§rone:(Ns7t-tsTo.Eer:(3t15)B71-tssl 3288 Westroods Drive z DRAriiNG No ,IOR101`:'�`(.` t l°�°°�" West Palm Beach. FL 33407 3 FFS•S.0...... �`\.�` WALTOI w°7%lff&.P.E. 4 s 15-085 N9 nu w Ur-144167 SHEET P.E. 1 11 iLiE DATEc 8 OF 20 POURED CONCRETE POURED CONCRETE RED CONCRETE POURED CONCRETE OR CONCRETE OR CONCIME CONCRETE BLOCK WALL OR CONCRETE CLOCK WALLREOUF'ED FLOCK WALL.REQUIRED REWIRED BLOCK WALL REQUIRED EYtSTING GLASS( EXISTING GLASS 42- �t705T+NG GLASS _� _—F.....7 _Jr� — Z'UW EpS+FtYJ GLASS WL SEA�MROY r i � -S ro Lans(SEEW NATIOARATION T6 d ( 1 t`�FR�msa10 O-AssLXE QT I TSO TA�A•S. (SEE 9ZEDtlE OHET1/1Gk3•ItAX. ON 3EET 19 fttt 11 TOR 6LAOE(DAM 9EET 11 TDR Rare OA`D (6063-T6)CONT. RADES(e Qg ON SHt1T 14 1BT 1/2• trssl TD 1DRON SHEET 10 FOR AL.UY.CLOSERRATE_SO&�1g ATAFTT(LTHER CATS1/2 1 RAas(�k QhlyRADES mh QAME OFD) --- •h USE 1'OR 2•W X I I4110.11,6Sa.F ( (AS APPUC+AlIF):2-■1/b•W-2•ALULUNUM CLIP ANGLE O,6'O.C. _ --_—_ 4 1 (6063-T6 ALLOT)AT 1DONIXN� 4 , (2)1 /4 -o1TAPCONS ANCHOR$TO rj SEE OETUL X JWALL AT T•O.C.(LOCATE AT ME CONNECTION �R & EITHER SOL OF p) 1 OR (9' 1 OR SEE OCTAL X TOR Nwur- TO TRACKSSEE OETA4 X 4 570E CO1rT coon ®-©•OA`_,,(ra�� '®" EE CorBJECTaN7-e-+(�• - TO TRACKS •�a I�O•®'®•� •©- TO TRAdSS �•®-®•®-©•®°" END CONNECTION DETAIg END CONNECTION DETAIL 4 END CONNECTION DETAIL 1O END CONNECTION DETAIL 2� +RmmRED orcY FOR sPu1s CREATORTHAN ,O POURED CONCRETE QR kmf/-2-. EX+SNiG CUSS COTi•.,RETE BLOCK WALL Glc 4 4 REWIRED �, TO�(SI O 16• .F^ _ LTL.ayrIum D a b—_—_-- _____ - SCIIEDUUE CH+1 FE7i ea.'IE� CQ 1/2'60N. TD PASS(SF — _- — ONSHEET 12FOR ANCHORO I rHA7E® CONCREIEANCHORRAGTs O e Q9 +2'ac. �/ - -- 5 nw¢T 9 FOR ® - - ' as 1 O 1L ( a / O _�mN.EO $ R�OR 2'LAN. SEE UNRADONS EE USE F'ORV EWSHEET i9 ©Ofi�I�OR�OR�OR PLAN DETAIL L rPOUREo ONCRETE LDS ®® ®-©©-®��- �'®a©• TION REQUIRED O�®-©'®'©'©- ©•O•©-©•O-®- 1HY BLADE OR d HV WINDOW BLADE INTO �©'0•0'0'0'0' ®- �.�-©.gyp.®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© ®-� -p® FLORIDA BUILDING CODE Hon High Velocity HUrriCOne Zone' 0 2015 EASTERN Y_-TAL SUPPLY,INC. E?JBERTHA t 1 TM I'tE O�N�. Accordion Shutter System N v.BIAOE f-4 W1 OR W/O KV W(M IN aAM ¢ !Jr k American Shutter Systems Dr.CWFTAN DAA Dp/ err ILL TILLR TESTING k ENGINEERING COMPANY Association, Inc. z CLD 11-192 4/13/15 MTC• 4/13/15 STATE OF 4? sass v.asn s,s.3[6 vermeseuar+e nrxnx Sal 4288 Westroods Drive 3 O+ZA'A",NG No ,e�., ORl �•��` weeoanx.eam West Palm Beach, FL 33407 3 %baa S............, SyS`` WALTER A.MIT71,9v.Pt 4 15-085 aONAL ,1. P.E. aS CT RE/DATE ` Y`1+++67 6 SHEET OF 20 SCHEDULE #1 SCHEDULE J2 SCHEDULE A3 MAXIMUM SHUTTER SPAN` 'L+"OR 'L-' MP.70MUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*'L4' --- (ft.). F0INSTALLATIONS or Ill, OR -L-• (ft.)FOR R 'L ((t..) INSTALLJITIONS INSTA�amN rFCENQ ' ()y or(7 INSTALLATIONS W/ CONCRETE& WOOD (I)Lf:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V.LOCK @ or®Ot or ScEt 8, W/ONE HV LOCKS MANSORY POSWVE ASA.DESIGN PRESSURE RATING, HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK ar or L-:MAX.ALLOWABLE SPAN FOR A GNIN NEGATIVE CE]JFER1d0.TE5��,,& W/ONE ITV W,r NO LOCKI G ROD ® OR W/NO LOCKING WALL A, B. C.D. E. M. N. 0. P. 0, A.S.D.DStGN PRESSURE RATING. LOCK®tY/DYO�LOCKIN RODS 6 TOP & (SEE NOTES t Y1)® OD I+ouNinaO MOUNTING F, K&L R. 5, &V. (2)PROCEDURE TO DETERMINE IWONUM SPAN FOR BOTTOM SEE N07ES1f F� SHEET 7) FLOOR/CEIUNG C. H. I, 11,J T. U, W & X WALL MOUNnNGS(TOP/BOTTOM)OR FLOOR/CEIUNG: M40" CO.YCPXTE&WOOD INSTAIIATIONS 0 1 CONCREIE&WOOD MAOM CONCRUE MOUNTING &M 45.0.nmw Asa 1 W ASA 012 A INSTAL1AT04 GIVEN A POSITIVEA.S.D.DESIGN PRESSURE RATING. PF4395M WALL MDUN= FLOOR/CFNNG ' x0=aOMINcrimmkmF1AtY;/COILVC YOOMm DETERMINE MAXIMUM SPAN t+'FROM SCHEDULE. OR GMN A NEGATIVE AS.D.DESIGN PRESSURE RATING. 1 m1X YOL7.OtIG T MX1 I1.OD0/CEL➢,:YpUNRNG (OvA1) R ALL UOIRf1a1G DETERMINE MAXIMUM SPAN 'L-'FROM SCHEWLE. L 4 C4 L-�j -W L-IFI l i(0 L-W l r(y L-{p O MAXIMUM SHUTTER SPAN"L+-OR-L--FOR 30 OR 16'-0" 16'-0' 16'-0' I6•-0' 30 _Ili'IT 16'-0' 30 18'-0' ]6'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWA13LE SPAN IS EQUAL TO THE 35 14'-10' 14•-10' 15'-2' 16'-0• 35 14•-10" 14•-ID'_ 35 15-2' 16•-10` 105 pef.ASM.DESIGN PRESSURE FiATINC. 1 DETERMINED SPAN BETWEEN-L+'M9 1 40_.._ 13'-10' 13'-10' 14'-2• 15-2' 40 13•-10' fY-10` 40 14'-2' IS-- (3)PROCEDURE TO Dq-VX2,E MAXIMUM SPAN FOR 45 13'-1' 73'-I" 13'-4' 14'-3' 45 13'-1• 13'-1' 45 13•-4' 14'-3' 'f WCORNER CENTERMATE 113 WAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _50 12'-5' 12'-S' 12-8' 13'-T_ 50 12•-5' 72'-5' SD 12'-3' IS-1' MOMITHO INSTALLATIONS.LOCKING SPEdFlCAMONS W/FLOOR/CEILING MOUNTINGS:55 11'-10' 11'-10' 12'-1• 12'-I1' 55 11•-10" 11'-10' 55 -I1'-1'- _11'-119fALL BE AS INOXGIT]D ON K4N04TORt'CONDITION f2 FOR A 01911 POSITIVE A.S.D.DESIGN PRESSURE I - 60 11'-4' 11'-4' _ 60 10'-2' 10•_11• NOTE i5,SHEET S. RATNGi 65 10'-10' to fir11-I 11-11" 65 10'-10` 10'-t0` 65 9'-S' 10'-1• DETER- MAX.Uh MAX.SPAN FOR WAIL MOUNTING Xt$Tk,LA110N5. 70 10'-5" 10-6' 101-9* IV-5' 70 10••-6" 70'-6' 70 V-9` 9-4' L2+-.MAX.SPAN FOR PLOOR/CEILNO MOUMG 75 10'-1' 101-1" 10'-4' 11'-1' 75 10'-1' 10•-1' 75 - 8'-9' #DtCfPT THAT/dN@TJM SNJREA SPAN-L+-OR INSTALLATIONS. 80 9•-1D" 9-1D" 10'-0" IV-9' 80 9'-f0' 9'-10' 'L-'AND MMIMLA4 ASD.DCSlW PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-6• 9'-9" ]0'-5' 85 V-6' 9'-G' ObTNLATIDNS INTO OONCR'7E OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5' IO'-1' 90 9'-J' 9'-3'y �'HE LIMITED AS .CWS DETERMINE: 95 9•-0' 8•-9' D'-2' to,-I,�ioo 95 9'-0' 8•-0` 1- CONNECTIONS TO KEYSTONE PAOU•m14G LI MAX.SPI41 FOR WALL MOUNTING INSTALLATIONS, 958'-9• LIMITED TO +64,72 P.I.AND 8'-D'SPAN, SEE L2 MAX.SPAN FOR FLOOD/CDUNG MOUNRNG 8'-4• 9'-0' 9•-T ]00 8•-9` MOUNTING(2)OW SHEET 7. INSTALLATIONS. 105 8•-7• T-11" _8'-9' 9-7 165 1 tD 8•-4-- V-7" 8'-7' 9'-2- "to 8'-4- 7'-7- FINAL MAXIMUM A LOWAELE SPAN IS EOLW_TO THE 115 8•-2• 7•-3' -a'-4' V-17' 115 B-2` V SEPARATION TO GLASS SCHEDULE "I4DL""�"'E"'lr+', LSF:1+=x0?z- 726 U'-D• W-11" 8'-2- 8•-9'- 120 8'-0' V-11' (1) W TO ANCHOR A SCNEGATT WITH FINAL MAXIMUM 125 � T-10' G-8• 0'-0' B'-5' 725 T-t0• 6'-8' ALLOWABLE SOAK AND h'EG4tt✓w A5.0.DESIGN 730 7'-6' 6'-S' 7'-10' 8'-1' 130 7'-E' G'�'i MINIMUM PRESSURE RATING TO DLTERUINE MAXIMUM ANCHOR 135 7'-,• 6'-2' 7'-S'- 7'-9' 135 7•-7• 6•-2• WIND ZONE sPAaNc. 140 7=s` s-„= r-r r-6 Lao 7,-e s-n ASTM E-1996 SEPARATION _ 145 7'-3' S'-9' 7'-S"_ 7'-3*7'-3' 145 7•-3' S'-9' TO GLASS 150 V-2- V-7' 7'-4• 7'-0' 150 -2" 5'-7' 155 T-0• 5'-5' 7'-Y 6'-9` ISIS 7•-O' s=s' i THRU 3 Z" 160 6'-t 1- V-2' T-1' 6'T 160 s'-11' 165 6•-10• 5'-1' T-0' 6•-4' 1113 W-10' 5-1` 170 6--9' 4-11' 6'-11"_ 6'-2' 170 V-9` ^175 V-7' 4'-9' d-S' -6'-0" 1754'-9'-- 160 6'-6" 4'-8•- 6'-8" 5'-10' 180 61-6- H V BLADE 185 6•-r 41-6' 6'-T S'-8" 785 6'-5` 4-6• 190 6'-a' 4'-5- V-6' 5-6• 190 6'-4' 4'-5' _. _._._...._... ..___. __ _____.�_ 195 6•-3• 4•-3' 6'-S' S'-5" 795 6'-3' 4'-3' 200 V-2' 4•-2• 6'-4' S'-3' 200 G'-2` 1-4'-2• 5'-1' L-205 1 6-1- 1 4•-1' FLORIDA BUILD NG CODE(Mon High Velocity Hurricane Zone 1p1111HtNI/fl ®2015 EASTERN METAL SUPPLY.INC. a 7►cj'AA,,,,, BERTHA HVTM ER...:...../r A S A , Accordion Shutter System _---. 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14 12 10 9 a a 6 S 14 12 10 9 S 7 S3 4 •Sa 15PTCT -a Hae Ela 1'MOZAAJ FOR WALLS WITH/NO ST7x= 11 12 10 9 a a g 6 14 12 10 9 6 8 6 53 14 12.10 9 a 5 6 i3 EVD[�ON 3142]tB 14 t2 10 B a 7 a - 14 12 10 9 8 63 S 3.5 14 12 110 a 55 5 35 3 AAW 3)IN CASE TPRECAST SrCNF PRECAST CONCRETE PANELS,PAVERS OR ANY VENTER BE FOUND ON THE DOSITTIG WALL OR FLOOR 14 f2 10 9 V 73 43 - 14 12 101 9 6 8 6 45 14 12 IDI 9 a 16 4.5 173 ANCHORS SFW.L BE LCM e4DUGH TO REACH TIE HAAT Stf57CIURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL DE AS INDICATED ON 14 12 95 7.3 a3 45 - - 14 12 10 B e 17.515Z 4 14 12 10 9 a 9 u 35 NOHES AI)a HA2)ABOVE.FOR INSTALLATIONS ON'WHiL&-DING OR OFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER.FOR 14 12 10 0 8 0 9 - 74-72-10 9 B e 6 3 14_..12 10 9 a 65 5 15 IhSTAILAIiDN INTO 8FS WITH METAL STUDS SM SHEET 20. f4 1t i0 9 73 SS 7 - 14 12 Ti'83' 7 SS 4....S. 14 12 a a.3 SS 4 3 Ia T2 10 8 a a - 14 12 f0 9 a 65 s 75 14 12 10 53 6 5 ♦ (B) TO EMSIM6 CORCRLTE MUIM.(ASTM f.''-90) 14 12 $ 45 53 3 - - $4 12 10 D 6 63 43 35 14 12 10 a 7 5 35 1 -1/4'0 TAPCON OR TAPCON WITH ADVA7CE0 THREA?FORM 7ECWIOLOGY ANCHORS.AS IMUFACTIIRED BY I.T.W.BUI DOL 14 u 10 0 a e - - 14 12 t0 9 5 7 ! 4 14 12 10 9 75 55 4 3 -1/4'0 x.3/4"ALL PORES$DUD-S7:T ANCHORS,AS DISTRIBUTED,177 ALA.POINTS SC tEW.BOLT a SPECIALTY COMPANY. _p. 14 12 10 a o.5 4 - - 14 12 0 75 6 43 35-14 0.5 7 SS 4S JS - - 1/4'0 BIDE TAP CONCRETE ANCHORS W/CAP AS WTATFACRaBD BY FIORBN FASiEAXM DIRECT.WC. g4;TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,DIC,AND DISTRIBUTED 13Y ALL PORTS SCREW,BOLT a S'ECM.TY 14 12 10 a.5 7 4 -I- N 12 10 9 73 SS 4 - 14 12 9 7 73 4.5 - - "' 14 Il 7 55 43 - - 14 12 10 2 73 53 4 - 14 /2 9 7 6 4S J ANY OR ANY 0Ti1ER AY'1RWFD uO£T75ED OR AU7Fh]Rnrn YETFSOR RL7J5'TERED YTCTFI THE AYER4JUi SHUTTER SYSTEMS ASSOpARON,ULC. U 12 10 1.B a 6.S 14 12 I 9 a 6 4 - 14 12_10 8 65 6 35 - NOTLS: 8'-0 74 12 85 7 5S 3 _ - 14 12 a 43 55 4 3 - 73 93 e S 4 3 - f4 i2 93 73 9 - 74 f2 ii a a5 5 - 14 12 6 G 83 ♦ &1)MUIOIUAI EMBEDHDR DBD,CONCFRTE BLOC4 OF 7MCON,BILIS TAP W/CAP ANCtUPS AND 7APPER4 1Noi IRS IS 1 1/4'AND TMWN - _ _ WRIT A13VRCM THREADFORM TMO10:.OGY ANCHORS IS 1'. 13 93 Q5 S 35 - - 14 12 11010 S.a 5 - la 12 B 65 5 4 9'-O' t♦ 12 10 9 a - - - 14 12 IO 9 73 as - - 14 12 43 7 3.5 • B,2}MINU M INEIMMENT OF 1/4Y x 3/4'ALL POINTS SO'JD-SET ANCHORS SWLL BE EJIMMY EWOEDDFD 240 THE CONMIE TE BLOCK NO to IS 75 0 4 - - - TT4 11 7 55 ! JS - - 11 a 53 as 55 - - - EMBEDMENT WTO STUCCO SOUL BE PERIMED.1/4'0-20 S.S.MACHINE SCREW USM SHALL BE 1 1/2'LONG Wh-aUV DIOULD SAXeD. 14 12 B US 45 - - - I♦ I2 E.5 7 SS A - - f1 OS 7 SS B 4S - - 035r.AND 1'LaNIVUV FOR WALLS WITH NO STUCCO. 15 a5 5.5 4 - 14 12 9 7 0 4.3 - - 14 11 7 ss u 35 10'-0'14 12 l0 9 73 - _ - 14 12 10 a'63 3 - - I4 12 a 6 3 4 - B3)M CASE THAT PRECAST STONE,Pmrw CONC(a.TE PAHE35,PAVERS CR A•rY VENEER BE FOUND ON THE DOSTING WALL OR FLOOR. 14 10.5 7 5 33 - - 13 03 63 3 4 3 - - 10 73 5 4 3 - ANCHORS SOALL BE LOW ENOUGH TO REACH THE WUN STRUCTURE DEIILND SVD WAIL nhTSHM ANCHORAGE SOUL BE AS INDICATED,ON 14 -FI 75 55 - - 14 115 9 6 3 4 - - 25 951 6 S 4 4 - NCTES ELI)a B.2)ABOVE FOR INSTALLATIONS ON W.M SIDDIC OR EEFS WRN OR WRNOUT METAL STUDS CONSULT THIS MMEDL tLSI B S - 14 12 8 83 S3 4 - 13 10 ES 5 4 3 FOR INSTALLATION MTD EUTS WITH METAIL SEAS SEE SHEET 20. 11'-O' 14 12 10 - - - - - 14 12 9 ] B 4S - - 14 103 7 1 15 4.5 33 - 25 95 5 - t2 9 a 4.51 4 3 - 9 T 43 33 3 (C) ANCHORS SHALL BE INSTALLED F'OfLOWM ALL OF THE RECOMMENDADCNS AND SPECIFICK OHS OF If--AncIM'S MANIOA^n ZVi 1110 7 - - - - - 14 103 7 35 43 - - - 15 43 S3 43 73 11 15 75 a 3 - - 12 9 0 a5 a - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(POJ VERSUS SPACING Rf1AT1ON50P FOR ANdiORS 14 52 1n= - - - - 14 12 5 e3 l - - - 13 10 ss ♦ - - - EDGE DtMHCF VERSUS SPACING,SCHEDULE FOR ANCHORS: 13 a5- - - _ _ _ It a S.5 4 u - - - a 5 4 3 - - - - VA20NV ANCHOR SPAOMS ARE VAPD FOR EOGE U6tANC S=CAM a£1CW.FOR E.0.LESS THAN TG rMCATFD.REDUCE ANCHOR SPACWC 35 93 6 - - 13 95 &S S 4 10.5 8 S 4 BY 1IULTTPLYP'C SPACING SIMM ON SCHEDULE BY THE FOLLOWJIC FACTORS. 0 65 - - - _ - - 14 LES 7 35 4s - - 11 d5 33 a3 33 - _ _ REDUCED SPAIN OBTAINED USING FACTOR S4ILL NOt BE LEM THAN WINMIM SPACUr oAIG7ED FOR EACH ANCHOR.TAPE. 14 t2 - - - - - - 14 113 T3 6 5 - - - 12 9 6 IS 4 - - - FACTOR OS 8 - - - - - 10 75 5 A J - - - 75 55 4 3 - - ACTUAL TAPPER+ 25 a5 - _ _ _ _ _ T2 9 6 '45 4 - - - 95 7 1 s . _ _ _ EDGE TAPCON TAPCON FORM TECHNOLOGY ALL POINT SOLID SEF %K TAP W/CAP SPt>rvx 13 93 65 5 - - - - OS 7.5 5 4 - - - - OR INCTANCE UX 14 72 - _ _ _ _ _ N 10,5 7 35 _ _ _ _ 11 93 53 4S __ _ E.D. MN.SPACING-3' ECL SPACING-3- ".SPACING.3 1/27 MLN.SPACING o 3' 3 3/4' 4- 10 7_512 OCK 8 O 45 3. - - - - 7 5 33 7 - - - 1 HV BLADE w/ CONCRETE k Lp�7L E gDpl POURED WNQ3TE a WUISD QrRUE a IgSp�E ODQETE 9IDC 15 0 - - - - - - 11 a u 45 - - - - 9 63 43 - - - - - V W CONCRETE,� Ifi f1.31/Y HH Fb•21/2' CONCRETEV-L 1A Jr� �T MR�, N {aL En.3 1/I' LO.z 1/1 - - - - - i� - - - - - - a3 10 as - - - - - D,1 a 4' - - _= BLADE WORKING 3' l.a D.90 t.o ___. D1�e_- 7,o Oso 1.0 -O' 55 66 4 - - - - - a5 5 3 - - - - -_ IN UNISON♦ 2 t/2' - Dst t.o __.... - o.cT 1.0 S - Os 0 4 + 2- 0.71 05t 4.5 - - 091 1s:-O• 14 _ - - - _ - ZS 93 6 - - - - - 10 75 3 - - - - 03.5 03S 0 $!6 4 6 4S 3 - - - RONA UJILDING CODE(Hon High Velocity Hurricane Zone TiL(/j"'a, 0 2015 EASTM SAL SUPPLY,INC. _ /� c /� BERTHA HVTM GEN '"- A�V��A■ �`�"' � !L Mo1 N�. Accordion Shutter System �r£ KV,RUDE#1 W/OR W/O KV.VAMW MATE = AEnerIcan Shutter Systems Ev. 61SCRJTION Ma DRA,HT BY.' uL Z�OF •a;a TINT TESTING &ENGINEERING COMPANY -- STA Cy aus R.a.MI S.sa.Mi,yP Va cayoOs TSsrw 331 ASSOCiatt0E1F Inc. f OLD It-192 4ji3/t5 MTG 4/73/1$ H7,d.e:(x5)$71-Asx.Fra:(scs}571-1531 4258 Westroads Drive 2 �F rOrPt 12:cLo9ad.4«n 1 DRA�viuG NO 'C�G�� EB-omans West Pa.m Beach, FL 33407 3 %ONA17�� ` WALTER A TZ LR P.E. 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(71 acts Home LOU In i user Registration Hot Topics submit Surchmge stats&Facts Pu* bbcabons j FBC stag BCIS Site Map ( Links i Searur Business, Professibnal l'wr USER:Pbli UserApproval Regulation F'•�rr�'t�;u+roYr1L{xi2Cll>P129uSLt:aSi t t tion S)or[h>nocglcatlon t lata Application Detail i -+=-?-s--3. 1+v..37s.,.,,:.:,. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Emall 1626 SW Biltmore ST Part St.Lucie,FL 34984 (772)871-1915 Ext 106 cailexpert@aol.com Authorized Signature Michael Heissenberg cailexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871.1915 Ext 106 callExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Gilmore St Port St Lucie,FL 34984 _ (772)871-1915 Ext 106 CallExpert@aol,com Category Shultc Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .J, Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Waller A.Tillit Jr.,P.E. Evaluation Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1213112016 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence EE,3�245 R3 401 Ex"TRT SHUTTER SERVICES.E^iC- NAUTILUS ROt L!NG,HIITrER SYSTFt•1 C i GPWG.15-071.t>n( Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF,VXQwtDgvzRNLe5g4OV... 8/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FOC Approval 06/28/2015 Date Approved 08/18/2015 ..- ..._ _..._....__............._._..._.._'___._._..�.....I Summary of Products i F Model,Number or Name Description 32246.1 Nau(Ilus Rollin Shutter System Nautilus Rolling Shutter System Elm-of Use Installation Instructions Approved for use in HVHZ:No ft_372�f> 1�,.tl_U.EXPERT SIikJTrt;Et�;E iv_j;;yS.(taC NAyl;tt'tiS.RiY t.;N Approved for use outside HVHZ%Yes $HUTfFP SYSTEM DRVVG.14^071,jjdt i j Impact Resistant:Yes Verified By:Walter A.Tipp PE-44167 I Design Pressure:+160/-160 Created by Independent Third Party:Yes !Other:State Missile Level'D"wind zones 1,2,3 and 4(basic protection Evaluation Reports only).Pressure rating:+30,-30 p.s.f.at 20'-0"span and+160,460 i'L_ 17.14f,by AE FVPrRT SHUTTER SERVtCF?S,INC. NAUTtt 6 p.s.f.at 8'•0"span with 1/2'slip,See sheets 15,16 and 20 for additional RfR l INC 151flrTTFR;Y",TFM a F R DRV/C 15-07+tf^if !,pressures and spans. Created b...Independent Third Part :Yes Cnntacl lis::1948 Horth ttonme 5t•eet.TanahTssea FY 32349 Phana:850-487.1874 The State of Florida is an AA/EEO employer.CopvrtnhL070J�7•J913 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida late,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity,instead,contact the office by phone or by traditional matt.If you have any questions,please contact 850.487.1395.-Pursuant to Section 4SS.27S (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emads provided may be used for official communication with the licensee.However email addresses arc public record.If you do not wish to supply a personal address, please provide the Department with an email address which Can be made avallabde to the public.To determine if you are a licensee under Chapter 455,F.S.,please click h=. Product Approval Accepts: 90 t9 M" m:curitvmI TR IC.s' http://www.iloridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvzRNLe5g4OV.... 8/20/2015 QENEowt xt UI 5,1NCt40rt5 SHS' aE'NSIAILM f::UNl%G ALL OF THE REC04MEa0ATKNIS AND S°ECrFICATFONS 0£It,E AN;HOR'S NANU4ZTDRZR, L NAUT€LUS BC1.04v SHUTTER SYSTru SHOWN ON T41S PROOUCT EVALvX'ICN 03CUMEh7(Ps,O)wS SEEN 9•'ANCHORS REDURED FOR STORM SAPS CONNECTIONS SHALL BE AS S-E'OPED ON AFP�,CADL£SECTORS SHOWN CTA SHEET 0, V ERVIED FOR COMPLANCE in A,-_OG)A.NCE W€iH TNN 201,(Sth EDIMN)OF THE FLORIDA 6WILONG CODE, ..3/8`R.I 1/4'Cd:JC-ttr`5 V_XNUFtCTURFD DT PQW P FASTENERS,INC. NAJALUS ROLLING S1,071ER SYSTEM SHALL NOT DE'INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MAW!-RADE -1/4'0.314`SOUO-SEF MA.NUFAEFURED By ALL POINT,INC. /BROWARO€X1?ms, _3/S"t KWTK BOLT UANUEA-'UREO BY FEISTY,INC. DESIGN WIND LOADS SkALL RE DETERYWED AS PER SECTION 1003OF THE ABOVE MENTIONED CODE. -5/16'c TAPCCN MMUrACTUREU BY IFN SUR.6G'X.INC FOR A BASIC WIND SPEED AS RiZAPED BY THE JURISDICTION WHERE 744ESE SF,UTTERS GILL BE INSTALLED MJ0JUM ELLE C,'STANCC AND SPACING FOR ABOVE MENTIONED ANCHOR5 SH41.BE AS€`:OrCATEO SEWN OR AT AQDVf, MENTIONED SHEET, FOR A D'RECTKINALITY FACTOR KC=C,SS.USING ASC[7-10 FOR INSTALLATIONS UNDER 20:0 fOC EDGE DISTANCE AND LMULUMENTS ARE BEYOND AW FINISH MATERIAL. AND SMILL,NOT EXCEED THE MAXIMUM (0..a D.)UES+GN PRIMURE PAT6i0S LN'7i ICATEC ON SHEETS 15 I WU 18&20 THRJ 26 EMBEDMENT IN ORDER TO VfRN=Y 71-E ABOVE CONDITION,ULTIMATE OES'GN WIND LOADS DETERMINED PER ASCE 7-10 CROW FILLED OR SHALL BE F14ST REDUCED TO ASD,SON tvIND LOADS BY MULTIPLYING THEM 5'0.6 IN ORBAR TO ANCHOR SPACING 0 100z EDGE D,'S'iANCE O 100'5 CJNCREW CONCRETE BLOCK TO COMPARE THESE ri/MAX(ASA)DESIGN PRESSURE RATINGS INDICATED C9 SHEETS 15 THRs:18&20 TH RU 20. 3/6"ott 1/ CALK-€N 3 3/A` } a I/2" 1 1/4"Pow P11) NOT ALLOWEC 2. `J:ORDER TO VEFINFY THAT COMPONENTS AND ANCHORS ON*HIS PE.O.AS TESTED WERE NOT OYER STRESSED, :/"0.3/4,KWTK SOLI-SEI' "✓' 3' T/8"(3000 Pt') NOT ALLOWED A 3_'S INCREASE;h ALLOWABLE STRESS FCR WIND WADS WAS USED IN THEIR A`NAL=5,FAST£N£RS s/8"�KYAK COLT 5Z 9" z' 2 tf2'(3000 PSL} €t0T'ALUZMtO SPACI€.>S TO WOOD HAVE BEEN DETERMINED IN ACCDRCARCf N N,DS.2012. ../16'0 TAPCCN XL 3 3/4- 3 I/6' 2 1/4'WS'S ,a;) NOT ALUMMED NAURLUS RCWNG SHUTTER SYSTEM'S ADEQUACY FOR IMPACT MID CYCLIC RLSISTMNCE TO$BEEN VETNIPEU 14 r a �v ACCORDANCE WON SECT" t605.1,2 OF THE ABOVE MENTIONED CODE AS AMERICAN TES,'LAB OF SOUTH T0.ANCHORS REQUIRED FOR MU'.UD.N CONNECTIONS SHALL BE AS SPEGF€ED ON APPLICABLE SFCTiONS S4y8H ON SHEETS 10, FLORIDA. REPDRI p 1030.01-09 AS PER A57N E 1996-05.E 1886-05 AND E 330 STANDARDS,QUAUt"Y1H to:, 11, 11A. 12, 17A, 13& tis, INS14I.L4710TIS FOR WIND 2ONES 1, 2,3 k 4, MiSSILE TYPE D A:46 ONLY APPLICABLE TO BASIC PROMOTION -WK BOLT;Z E%PANS€ON ANCHOR ltJAtFACiURED 3Y RIOT.INC, INSTALLATIONS.AS DFflh7S1 BY SCCitONS 8.2.t.t,6.2,12 AND 8.3 OF ASTM C 1936 SEE 51€ZET519 L'% -HUS-11 SCREW ANCHOR MANUFACTURED B!H'LTL INC. FOR=:=NAL LIMITATIONS, -v'SOOE-BOT ANCHOR MANUFACTURED BY POWER 6Ail7174.RS,WAC 3. ALL ALUMINUM FKPRUSIONS SHALL RE 8D63-TS ALLOY(UNLESS OTHERWISE"DIED),SF;J;.SHEt:r 2, MINIMUM EME OSSTA'NCE AND SPAa NG FOR ABOVE MDrTGNEO ANCHORS SHALL BE AS INDICATED BELOW OR AT ASO&MENTIONED SHEET, 4.ALL SCREWS(EXCEPT', END RETENTION SCREWTW)TO 0E STAINLESS STEEL 304 OR 316 SERIES WITH SO k:i EDCE DISTANCE ANO EMfiE'DVM, ARE BEYOND ANY PNISH MrA7EPttA'.. EMBEDMENT 0 100E YIELD STRENGTH AND 90 tri TENSILE iSILE STRENGiiNN OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN GROUT FILLED OR bCRLB.AL,S,D,S.ARE TEK SCREWS MAINUFACTURM BY€r*BUI DEX* SHALL COMPLY W/P,ORot BU.LP-NG ANCHOR SPACING G Tom EOGE DISTANCE O L00% C014CRE'TE CONCRETE BLOCK CODE SECTION 2411.3.3,4. 3/4-e KWiK BOLT 17 27' 9" 4 3/4'(3000 PAN) NOT AuaA'EP 5,BOLTS TO BE ASTM A-307,GANM IZED OR M151 304 OR 316 SEWES STAINLESS STEEL WTN 36 t>;MINIMUM 1/2'c KW7K BOLT R 22 1/2" 7 T/2' 3 1/A'(3000 PSI) NOT ALLOWED MLD STRENGTH, 3/8.0 KWIK ml TZ 6• 4 3/S' 2 (3C_O PSI) NOT ALOK-D 3/8:0 HUS-H SCREW 4' S' 2',�QOO PSI) NOT ALLOWED 5,NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PA709S 56.095,225 AND¢7,409,980. 3/8'o WEDU -ECLT 4 1/2" 4 1/2' 2 1/e(3D60 PSI) NOT A=VEO I/210 RUS-B S'3ETt a 90-_011 61 E" 3"(3060 PSL) NOT ALLOWED 7, ANC€rCRS 10 WALL r-OF!(v)SIDE RAI: SHALL RE AS FOLLOWS; 5/8-t iWs-H VSF A I,=8711 7 112' 7 1/2" 2 1/2-(3000 PSO NOT A:1.OwED W t0 FXAS:€NG POURED CONCRE:v.-MAN,300C PAs,:. ODMPRESSNE S7R"ANGTt4. 11.THE INSTALLATION CONTRACTOR IS TO MALICAVLK AtL PRCDJCT MIAPONENT EDGES WHICH REMAIN IN COTftth'UCUS CUMA»l NTH THE OL%DiNC -5/t6'0 TAK04 X.I.A!NCHOh;AS MANUFACTURED BY We 0:71DEX.INC, TO pRewa wNolR:4N INTRUSION.CAULK AND SEAL PR(DOUr:T TRACKS ALL AROUND FULL LEwT.A. KY.%BCL:3 ANCHORS AS MANUFACTURED BY K.TI.INC. 12, 11 SHALL SL THE RESPCN.'SIBIUTY OF-HC^ONTPICTOR To VCRIFY'HE SOUNONESS OF THE 5TRU'^URE NIS RE PRODUC`7 IS TO BE ATTACHED 70 A.)MINIMUM£MErCMENI1170 POURED CONCRETE.SHALL VE' INSURC PROPER ASACHORAGE.THLS PRODUCT SHALL CttLY BE ATTACHED TO CONCRETE.CONCRETE 81.0CI'OR WOOD ROME BUILDINGS. 2 1/4'FOR 5/1G'0 zM+CCN XL ANCHORS&2 �:!'FCR.5/6`a KWn.COLT 3 AYCHCRS, ND EMBEDMENT INTO STUCCO SHALL BE CONSIDERER AS PAlfI OF TI REQUIRED EVBECVRIT. 1!,THIS pfc0.UC1 S rNSINSTALLATIONSHAM. COMPLY WITH ALL SP%CS INQ;CAIFO IN THIS DRAWING PLUS AhY BULGING MTD LGN NG REGULATIONS PRtT✓iCED BY 7HE JU.Rt'-'U'CTIDN W!+£RE PERMIT IS APPUM 10. A2)0UIMUM EDGE DISTANCE(E.0.)IN70 POURED CONCREIE SHALL L•E: I_ ttZrtNG MECHANISM Nur PART OF'THS APP OVAL. 4 FOR 5/16'0 TAT'CON XL"H--RS G`✓`FOR 3/8.0 KWIK BOLT 3 ANCHORS.EDGE OISIA,CE IS BEYOND ANY r1N51r MATERIA:. `H;«P,EO.PR.EPAR E'Y THIS,ENNG'GEER S GEt€£R2 AND G ES AOT?F0v'DE NF.aRMA7MU FOR A SITE sPEC€cn:PRO:EC7;i a.'AHERE i14E sr.E' A.-) IN CASE THAT PRECAST SICNL PRECAST CONCRETE OR BRI"K PANELS,VENEER OR PAVERS BE FOUND ON conor i0NS Oc%wr FROM zHL"P.E.O. tFff EX(SUNG WALL.OR rLCuR,ANCHDRS SHALL BE LoPiG LTZ"H TO 9ZACH 7HE MAIN STR,CIURF.SFHFND `3NPCH PANELS (§)CONTRACTOR TO BE RESPaTAV3LE=0R Tier SEL£CfON,PURCHASE AND)NS A„IAT)ON INCLUDING LIFE SAAt7Y Or iH:5 PFT0%_T,BASED ON TH;5 P.C.O.PROVtoco HL/SHE DOES NOT D-.UIC FRUM THE CONCYrONS C_MLEC ON-,it's DOCUMENT.CONSP.UCTION SAFETY AT SITE S THE (B)TO EX4SFNG OPCUT PLIED CELT.COhCRCTE BLOCK WALL ASTM C-90 CIIT77h:tDR'5>£SPONS I.ITY. 5/16'P TAPCON KL ANCHORS.AS MANUFACTURED BY Int'BUILD£X,INC. (c)THIS F.E.D.VeV.BC CONSIDERED INVALID IF ALTERED try ANY MEMS, B.I)M;N.MUM runcurar OF 5/tv,,TAXON)l ANCHORS INTO THE G-JUN FULL:CELT,CCNCRC7E BLOCK (�)SITE Sp£grlr PRO.CCTS $HALL BE PRc`PAAEQ BY A fLORCM REGISTERED ENGINEER(-IARCHITECTI%HXH WILL BECOME THE ENGINEER OF UNIT SHALL er 2 1/4-. RCCORD(Lop')FOR ME PROJECT ANC WHO WLL BE RESPONSIBLE FOR THE PROPER USC OF THE FX.E.ENGINEER OF RECORD,AC-INT.AS NO EMBEDMENT INTO SIUCCO SHA:A. BE CON5IUERE6 AS PART OF THE REQUIRED£MBE4METNr. A DELEGATED EhChEER TO PE PE,D.ENCINECR,EHAJ SUBMN TG THIS tATTE4 THE SITE 5PEC67C CRAWTN:S FDR ReviN, 6.2)MIIIMUM EDGE DIST'ANCLE.D,)OF 5/16-t TAMCCN YL ANCHORS INTO CPOJT FILLED CELL CONCRETE 6LOCK$HALL BC 4-.EDGE'XSA:4Cr 15 BEYON•ANY FrvSH MATERNA. (a)THIS P.E.D.SHAT-.L BEAR I}t£DATE AND ORIGINAL SETAE ANU 51utiATURE Or THE PROFESS2^::rtL ENG:NESR OF RECORD ItfAT P^n_FARED IT. 8,3)IN CASE THAT PRECAST STONE,PRECAST CO:'ORETE M RICK PANELS,VENEER OR PAVERS BE FOUND ON T14E EXISTING'WA.,L CR FLOOR,ANCHORS SHA"L BE Ob EANOL`CH TO PEACH THE MAN STA€4TUFL BCIfUD 16,PRODUCT 1.tAN€JFA.'7A RER'S LAPEL.tU31 DE LOCATED ON A REAULY M$TILE LOCATR}N AT PRODUCT IN ACCO4DN4C£007TH SECTION 1710,$.3 OF SWT€PANELS FLD€EGA BU:LDIN:ME ONE LABEL SA-LL Or PLACED MR EVERY OPEN 110,LABELING 10 COMPtY WRN SECTION 17108.2 0c THA€icAMA BULDNt.COG- , To !G,STO OUTHI.ER€�PIt E hCOD FRAME w/C -055.M',N PRICE FCNE-f7re-SCUTA(G-O.?§)*EtO00tAS-f1R-SOL€iti(G^0.46)Dft ```vv�,T •_.N. tW TtIC STATE Orfl R14A IS / i:e {Y_y FLORIDA BUILD#NG CODE(;NPR t(qh Ve€arty NuMcara Zt) -5/1C"0 TAPCGN XL AuV401i,AS MANUEACTrUREO BY MI,BOLD-�,€NC. IF V 1�'�.''•,7'C+ �C:'rA 1E1C:4 rs. G+w:N Ir p�� _ Nautilus TAE C.1)MINIMUM PENET AN OF TMECON XL MNGHUfLA'.INTO THE vNC00 cRA,M,E UNi1 5NALL B 2 t/4 pHYslc.l _ NOAA II.T o Rollin Shutter System o+ NO THREADED P N£TINTOON. • "-^ • w AI I NO EvBEOME a'INTO A1wSH MATERIALSI,-LL Rt CD SIN PED AS PAF: OF THE R O:II..PLI1 GMBFDdF1NT. A; .y�, _INNS*,'� `„®Et# OAtt M,T Tc5T N A L G ki4 i APAr<r EXPERT SHUTTER SERVICES INC. C.2)Tfh9rJM EDO E»STtaCE ta.D.)OF TAT+;.GtN A>..mtDF.,i:sf,rit*5 yt,.., BE 2 1f4'.EOCE CrSTAh`G i5 -eL •�#[y� 7 .�, ,.-, m�,,.AM„„�,-.,.M•ec €� s.vr E P.L srNtT I Es OND Aur<INsr.M;TERwL. %9"• �."'7"" .iA,�,p ..., z^.. } oxm .€, rrzr st txre s.sea `S-Yl' M%�� •.�6R1p(" •�N4 fa€ o na €cxr>,: .auM.4c7i-r- an.me e C t)'N CAS=THAT PRECAST SONE.PRECAST COr4CRETE OR eM:K PA Lt ."MIR CR PAVERS BE MIND ON THE EXISTING WAI-L OR FLOOR.MNCHCT7S SHALL BC LONG E.'NGUGH TO REACH TOE MAIN STPVC7URE BEHIND P�[Aq N Aj1- >t Nvxs:1r SOC PANELS, rAr• •ty.6r Ant c. #5 #7 #8 #9 06 -WA 03 kl #2 OFfA)v 7 Aalwoz m-1 j N 02 LY,*.4o r, OPTION 41 noplQSaw� OPT Xfww ccAnovM4AclMW 1'7 MA�L C vMoo-Rjzol J4 GCAMG SY VMU AS WWA'We W%AESLTC0AT.4,L:Z LFY tot.WW-.DSPvcr4. rtu J r STARTER SLATS Mwr IML p 10, CBASE SLATALLY ACETAL BUSHING voomw 3r M E�' BUILD-OUT TUBE 5w.L- jw- t _IETAWINGSYaft,�C�!111,BUSHING BUILD-OUT TUBE BUILD-OUT TUBE SIDE RAIL WO 'I M RMWM UY 5" .ZAr-.uAR*0 410K Miz- "eW CLEM-XE"W4 slqtw ITAD.0F C,Wf WAU Al ON tuRwAhc p=04, BUILD-OUT TUBE r CH) srepa W 5,,i6*0fTWi8UIU)EXTAPCW0 ANCHOR STORM BAR 3VO HILT 1,NC.KVAK 5003 ANCHOR 4X7 LION C�VlhlfU �E-4— CF'j TRAPPEDANGLE CW, 46 MULLION 4xSMULUON @3 Lo, SVLV 11--' a„aattittt/Tjl� YY rrkA 6xM"UW,4(- P-ORr-1.SJADING CSC(Nc,lrq�Volocity L-ricZ-,C) * Naut'llus Rolling Shutter System EXPERT SHUTTER SERVICES INC. z T St r'--t�3�L=C�q (TOM P 0 N E NTS----) rLo fc-owm' 41 4 14 • 12 @ I SIDE(END CAP 2 HOUSING(BACK&TOP),040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK (D 4 SPRING BRACKET 5 SPRING ASSEMBLY • 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 1 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS @- 16 SIDE RAIL(MAIN SEC-TION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60M OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING P ASSEMBLY COMPQN � FLORIP-1,BUILDING CODE(N�Hu Vo:.cijy&,ricc-z dpl- ilrA L * Nautus Rolling Shutter Systemwr 11LIECOmc. EXPERT SHUTTER SERVICES INC. S OF -OR) R.34W TATE M-Wt7j* :-BOX I�Y/6 & Y/7 BCX v/9 P V/9 EA, Y/6 Y/7 0 R • CAP -END C I A? FND CAP__l_ ENC, CAP- lk it SEATS SEA 5LATS F3SLArl J4 -SATS "StAls is _SL`TS 0/8 SAM0/8 -SLATS 0/8 0 0/80'/8O./a -JSLAT5 ----------;4 7 EZT- 0D Cc. ENO) '(Tym Co. END) SLAYS A—A' 0y;> .......... ')Flo ELAM (SEE S-Ml IW9 �,Y/r, & Y/7 (MY- v/9 J�Y/G & Y/7 SW$-Al� L............__ .in, _j OV 'IS 15 h 2 „......_...».._....».__ tkLES V.,SLAT SppN PICAL SIN E UNIT ELEVATION W/O STOR S C. _l TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEM 2 Sc 3 FFC-, C!OMFONENTS IIWENCLATLIRF. PROCEDURE EOR SLAT IN�LAVQN GIVEN A SHUTTER HEIGHT: CASE I Sr ?TER HMM MiAL OR LCS5 lt4Ai 1!'-0-Al--:CABL;* 10 N5TAUAflU:S 7,10 vc;74 SARS.Ni`SJORV EAR5 CA-W/MPV aWS&WU.110?6 W/SliJ*;)IlE%If' 70 11'-0. cjmt,14_,L sr;oiT wj it sAis AT To;:,roL;c*zv Hy fz jz. A..L ,HE WIT W"m FACtl SLAT SHALL CONSM Or ON n"T 0)SLATS Of THAI StA71 (R P013 A03NU SLAT-M4NATA;10 4itlm it iiAL S_ IL a,- COWINULL VNltl.',9TA4.SKLF7TrRhVGHT!S CCUPLEIEo.CUVIn OF?tut SLA`?`VMSEA tl rNUAlurl K70K 60111ju G141'@VAY VARY'WITH SH41*1LO'S W-_xt44, {t}ECMCM a;A'(DWIJ0 F.E AtW,,INIVALLM S«IWTER 11CW LA%M;:At. W-O'A-PU:4M TO W.10 STOW FLORIDA MIMIC CC;Dr(Nol)Nh V,106ty Mrdeo tam) atlpS AND OV/VQ*6/0 W_clls al 14E;Gaws LkPQFR 1,1AN 1e`-c- . 0-1. W; "N qKALL STAR N/#I SLAT-.AT TQP,FC(LOACO"fZ ;,-.__Tfltll�,ER.ALL NautilUS r,c, (o)CURT -A�sL--i f SK+u ccussi or'AN.r,.-4E(5,,�swz�cr"m aA7 Raing Shutter systm I"c vay DcotL L 'ET0441 0 FEVw 9; SLAT Swu BE utl IFR MIXIM-1W FCIFT A .SLAM D�10614WARO IN G. CuiC _Ul UVIlL T!C iAl fl,AN0A ".AMR 110 SLA' S JIM' Z�T:i�VE C AD:�r'OSAL Z Tt TIUST sir c A FN..Ete.c co--y EXPERT SHUTTER SERVICES INC. WICTE' 5-t.&OW-Rc MpEcl Als MUST LE TO CC Tclk S—ner Keh S'.WOE,IL 3051 t=l 10— fml a—M. STATE OF M-00MM ELI cua-MY-NI&- l'OD"Opf" ku-41NOV TOM, :1A -!/4'Irw r-Avx TEN scrtCw� IN/ I'C�!t-f, CALVO4 ZEE STEE, -0 i STEEL WA-94M 0 71" 5/16"o TA-0--S A W�� 9e`Ai t5 — SIEK WA5K-p c� 2 1/4'"i OR 100FED CONE LED E MRMT�LOCK IRO,,P nL.EO ccl- BLOCK .ON—cu BLOC9 '414.L ll',OVIRM NAIL REOV'Rfo c7j P ki 0M L 'M 0', vel EY)STI if; S.- (SMUD) • 5tr Q4:,M SEE ANC.�Dg cq---I $chmu t 4:11 -fE .CH� SHEETS M 17 E- 7, S-iEtM 16. 1? V S-1hEOULES a to & 15 'CIS 16. CA 0A (A,, (,I FA, SEPAR,100.1 S- IN d TO TO"LASS "Ll'is WWOR (Sit MMR ON S,fal !L' IF Qu ZICEEI I OF-%Cl c IWI i 0/8 0/8 0/8 0/8 0/8 0/8 C POUR a r"GP"l CR cAuul 7 EVA Nllif�, NIN r N E9. ,It 04'.Z W1 T4v,:0N:,'XL W/ ALUM,�LM- --D u—'OL's n w/-, po� , 1/4 (VU-0.�V (r-3 W L-)PEWD, 2,t;4 L6�,Ew:DVENT --NT C 24, FLOOR/CEILING i TRAPPED MOUNUNG. BUILD-OUT MOUNTING SECTIONS Y FLORIDA BALDI-4 03il {NO, Wgh VcI-Zjy Hurti:anu Zeno} N ai * Ncutilus INSTALLATION DETAILS ON EXISTING POURED E I RO"ling Shutter System CONCRETE OR GROUT FILLED CELL CONCRETE EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS z STREV ont Sct,Lc, "to ED-1wV6 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN JOB SITE'S A.S 0.DESIGN PRESSURE RATING.(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b IF MULLIONS ARE USED BUT W70 STORIA BARS SPAN-L-(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1), 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2 ENTER 70 CHARTS (In, III & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2' BE BASED ON CHART Ic ON SHEET 15. IT SHALL 86 MEASURED FROM.BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAL-S:A.S.D.DESIGN PRESSURE RATING(pxf):THE OF SLATS TO GLASS, REQUIRED MAX SLAT SPAN"I,"If. 2,ENTER SCHEDULES In THRU 2c;ON SHEETS 24,25&26 W?A-S,O,DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT C14ARTS I THRU IC 70 PROCEED WITH SPACING(MAX.,12',V OR 77,AND DETERMINE MAXIMUM IAULLI 14 SPAN(HEIGHT)N ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN Tj2&, I.MULLION TYPE& MULLION ORIENTATION, • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE 1 SEE SHEETS 10.!OA,11,11A,12,12A,13&13A FOR REOU)RFD MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(T,,,kF OAP -D R WALL MOUNTINGS OF LIULL1014S INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(Ia:t pj.&3_?I &03), Law THIS 15 THE MAXIMUM.ALLOWABLE SLAT SPAN FOR WHICH A GIVEN I M- SLAT SLIP WAY BE PROCEDURE 44IF BOTH STORM BARS&MULLIONS ARE USED USED.FOR A GIVEN AS,D,DESIGN PRESSURE RATING. ,.MINIMUM SEPARATION TO GLASS FOR SLATS IF B07H STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART 1c;PROVIDES SEPARATION SHALL BE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS To TO GLASS FOR PRODUCTS WID OR W1 STORM BARS(SEE STEP 4). GLASS. STEP 3 OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION To EXISTING STRUCTURE FROM ANCHOR SCHEDIALES Va,Vb&Vb*ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEOULESW17H FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3,ENTER TABLES 2 OR 3 ON SHEET 23.WITH A-S,D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS, SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION To CONCRETE Top &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS A.'jcROR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS$MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A 9 0)OR REMOVABLE(ANCHORS 8 6 C)INSTALLATIONS FOLLOWING MANDATORY A00111ONAL PROCEDURES ARE APPLICABLE, &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 43.IF STORM BARS ARE USED 4,ENTER SCHEDULES 1n THRU 2c ON SHEETS 24,25 9 28 1141 A.S.D.DESIGN PRESSURE RATING: 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXPAUIA MULLION SPACING(MAX..IZ,VOR 71.AND DETERMINE?,fAXIMUfA MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK.OF SLATS TO GLASS. (HEIGHT)WALLOWABLE INTERPOLATION IN BSTVVEEN SPACINGS FOR A GIVEN &t�). MULLION TYPE 8 MULLION ORIENTATION. 2,ENTER TABLE I ON SHEET 22 rV A.S.D CESfGN LOAD,STORM BAR SPACING AND DETERMINE MAXIMUM 5,SEE SHE TS 10,IDA,41.11A.12.IZA,13&13A FOR MULLION CONNECTION OETAILSAT TOP ALLOWABLE STORM BAR SPAN(HEIGHT„ BOTTOOOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN TAULLION TYPE 8:G0)- 3.ENTER TABLES 2 CR 3 ON SHEET 23.WITH kS.D.DESIGN PRESSURE RATING AND STORM PAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP a BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS • PROCEDURE PER STEPS I THRU 2 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS 8&C MUCTURES SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS A A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES, STORM BAR SPACING. My Ifu��to'r. zone) Ft0r,1CA RVILDING CODE(No.Ifig,Vek�'jZ,) mcc s Nautilus N" Rolling Shutter Syt;torn v. M , 167, —. — , ak lj 11LIEC0.04c. EXPERT SHUTTER SERVICES INC. IV4 e0o r-FIT, 1k; WI UICIL.rL Int) 04w,�I.,qv)'. SLAT PERFORMANCE CHARTS Ia. Ib, lb' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S,D.DESIGN PRESSURE RATING(p.S.Q.PRODUCT IAOUNT CONDITION INCLUDINGANCHOR TYPE AND FOR INSTALLATIONS Wr OR WiO STQRhA CHART I8 CHART Ib CHART Ib' CHART IC La YAXWUN vxUE BETMiflTlt POSY ?E 0090 NmTK A-qA LDH) USE MOM"POWK Aso.WAD Vk.UE 300 KWIK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 5116'0 TAPCON XL ANCHOR POURED CONCRETE 100 PWRED=KR-e to aww fum CLU co.:'ecst: MAX, MO. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED YIN.SEPARATION TO CLAW A.S.D. 'Luke(Fr) 'LYAX.'(FT) 'LmAx.'(r) MEASURED TO RACK OF SLAT(in) SSU W4L TF1,PP[D M40-Wt OLMD-ODI "L MW O) SMO-CM BLWX-. t 7vAli "tor D mm -=n-M a -= Yt 0 ST(? d&J25 N'/STORY BARS RESSt1R : ItG#lh(f stao tawa¢tsxt* sazwmss Emom WWI s!txW+wwaaRA1NG wJtet rU mffv1C * G wN0orrt ry 2� ww201ME (Wsm.013 t �am* J 1-3 4sxaarsizasu17 + sxwa ♦ sx Mora s s 30.0 20'-4' 15•-6" ..,._,_•,'.^.5...�. 24'..0' ....t5_µ3'._R 2'-D" . E_C" 211_0' sT-O' t90 " '?tO' 15'-4' W-0, sb6"--O3", 1t5t'--O6 '• t20'-0' 201-0` 201-0 -0 t � 4ii40 78'-E` 20'-4' ;t•-5 _ 17-4'. t4"-s0" 78`-tt" .__�'.'-5..�..._._ t<'-7C' 1:-9- t' t< f 2' S' 7" 20'-0*...-_14'-,^'.._.__ 1E'-17" N:3"-4' 7Y-e" 14'-2' 13,-9, t2 O t' 74 1/2" 5' 7 Sd.D 20'-0• '.a'.»f 0" iG'-y" 1t'_2` ...- ID-t", 13 i t4.,.s0' 12 70 76'-2" it ' IT-W 17 C t 14 712• E` 7" 55,0 20 0 1 3 t's'-8' 7J'-4' W-9, 12'-4' ! 11 f2_-Y _ 0 12 4 72'-0' ib 6 7 tq 1/2'� � 7"_ 600 -1 5 13 A 74 5 t2 l 15 9 27 8 la 2 j._5 ._ •. to 2 it 8 71 4 10 0 1 SA 7j2' ^�'- 7 78 4 72 it IX-11- -ll tt 1 q I1 0 1? 5 TO 71 f1 < tf 0 1G 10 W-6. 1 iS G 7 700__ _ -_. .�.'.,. .•_. ,f 135 O o S 7 4 1 T-0 tj2 6 7 i{I -7" 12-7" lbib" tc 3 70 O 77 4 '-1t' 72 n SD 0 91-10' V-10,_ t t3 tf2 6 _ -__ _ e0A t5 9 17 0 12 0 iD 5 3 -5 70 9'-7* 71'-7' W-5, ?'-•'aE G i 1 S 7 7' tO 4 .. 6 t 8 6 7,-q, s 72 2* G' 7- 9'-8- 8'-0- _ 7_-0...__.._7 11 112 0'•.g' 8'-5' 14 i1 T'-70' 8 t0. 7 i... 9 3. 7 ..70 7 3 7 2 .t _^ 1i..7 J'+�...._ 6• 7• 9 6 8 IG 7 T-d` 8'-8' 8 .,,._? ..___.... _ ._..__... ..� ..�....._._n...,._.__ ....._ _.....,_.___ ......_. tt ______..__.__....__. 8•-t_ ._.9.T_�_`... _.0 �-E" 8'-tt' 7 S 7 S tt tt 6" 720.0 7.2 .. 8--i' ?,.•4' 8 E' 7'-J` g_g' f 7#" 8 T"_ 2 .. _ t350 >-5' 10 1/2' 0000".. �'-�' ..T 8 S 8 O �. V-10*` 1 i0 1 6 5` 7` SA0.0 -t• ...,_5.,`SE' 8'-4' ._..7. ....__.. ....,_.„._. .._. ...____.,._. j IA5.0 8'-t0- - 2•_._... 7.'3• .. fi 70 - 7 8 . '_.....__ 7.....=IO' - - 1" 70 6" 7 t50A 8-S` 8._0. ?,-?`_ _._...'-f• ..,._., .,..,..._7 .4�. -".' 7 4__ .. 7 1G S" 7 _ - . 70' '•-O' 8 3 7 2 " 7 7 1 1b s" �• 155.0 -0" T.ABOVE it:DICA.TED MAX, SLA, SPANS MAY HE USED AS LONG AS ANCHOR SPACING %I'IEDULES,04 SHEETS 17 & 15.INDICATE TNA" as LtE+L 1EI,tNrr erri 94 ANCHOR SPAiiNG 15 AWAKE FOR 114E CORRESPONDING SLAT SPAN A14D A.S.D. DESIGN PRESSURE RATING, `+a�F'•�;. //j r, FICIAM BUILDING CODE(Non RIGh Vaic6ty Ifurr:eone 7.o,) 2,REQUIRES SIDE RAILS FASTENED TO=XISTINS STRUCTURE WITn Nautilus .,i r^i } f c�w+s e•: 3/6'0 KWIK BOLT 3 ANCHOR OR 5/1Gb TAPCON XL ANCHOR, [NTC � � � � j`� I-\+".I u l i l 1"`C f4L I POURED CON ?_TE OR GROUT FLLED DELI, C3 RET£ L`J^r.OR 2_ No.44187 f �� Roiling Shutter 5}stem WTH 1/4TEV S.REJS AT NULLQNS CO+N'CTON. V1L'D FOR ?..µ. -^'+^ j IL ECQ tgc. oac WALL MCUIJEG, TRAPPFD MOUNTE+' AND,S L? 0UT VOLI''TED. S - � cw:nvs G.Lr qtx ca.m<�.t EXPERT SHUTTER SERVICES INC. 1�3 STA1 S •A4: `tt'iwrM es "'7, ar..,•.• zna*.s,r.a>,u L£b.« C..ma:r 5':,-r: 15-D77 Ltivt'IMUl1 SL?' S?Alis 104 ttJ7EFtA'aIATC LOADS UA" g£ _ - or{QQ• �a"a` .tiecccfynx D£T£F.MIN£O BY t.INEtxR tttrEnPtiL.Ti'JN T3RPoFf.+. „'t.D VALUES. klra< o r!%.ft-�4'�'��:''+ :,am.4 t, t. .e. .;,tiw � sftit•5 M:c MAX.ANCHORS SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE.Wl 5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE T WALL MOUNT Asn SLAT SPAN RANGE nv RAW 4'-4'2 > 4'-5'2 >5'-6'2 >B'-T 2 >T-9' >4'-12't > 12'-16'T > gv"IAa7 1/2 5 1f r 71-40 Er _ 8 6` a 3 3/4" 8' _ Q 1/2 ` 3ft - SLAT WAX. SLAT SPAN FOR A _ ..__..._..._...._..._ ._._.._...,--_._. N .B,.....__._ 6 1/2 _',. _._ ...3 J/4.. __.3.3f;..._.. - ;-..__. ...._..� GIVEN A.S.D. DESIGN LOAD >lD• +2D SPnIi SNAIL RESM EXCEED 6AAX. 8 $" e' S tj2' a 1f2" 3 3f a" - •• Cr---•------� SLC SPAN INDICATED ON >u1-1 D 8` 7 T SLAC PERFORMANCE CHART a" 6` - ON SHEET 15. ,SLAT SPAN DEFINITION TRAPPED MOUNT W SLAT SPAN RANGE Asa tC=j T > a'-S't > 5-6'f > 6'-T t ? 7'-9'2 >9'-12't > 12'-16'1 > 16'-20'1 FAIM swatcx7 >Sl-an H• 6' G` 4. A 3/4" S 3/4. 3 3je.. >tn-us 6` &" .s 3Ja' a' ., 3f r' 3 3/4" - >tat_16D3/a. 3 3/t' BUILDOUT MOUNT M SLAT SPAN RANGE 0=4 0'-4'-t >4'-5'i > 5"-6't >6'-7't >7'-9't >9'-:2't > s 2'-16't > W-20,? SEI C �3 (Ei E'3CES E' r (E) F3 6" 6' 6" 6" 6` G' 6' 5 112` 5 1/2' aijY i" _t' 3 .]/a' >St-c^.1. -S- V;; ' S" o" ,. 6" 4' i 3 aft 3 Sf� .r 3Ii 3 3ja _.6 6 6 a' 3/t 3 aft 3 3/a" 3 3/a' . ..5 6 6 _t 6 S tt< E" 6 5 5 S 3IS 3 3f 3/a ' 3/4 >5s 105 _ 6 0' 6 6 G G 6 I},--~.6 0 3/a 1/7 sf2 S 3/4 3 3/4 ti 3/4- >3/4 3/4 3 3 r` „O6 120 ___ 6 ,6 5 /g a 1,/ a 1/2 a i j 3 3 y4 3 t 3 3/4 33/4' V 3 3/4 _ .. ..._, .. _ i 1/2 a 1/2*13 3/a' t" t i" t' - 3 3ja' 3 3/t" . _ 1111ppBiUlNppl�y ( If;;[,F.loc:ty HurRfano Ya-^•e FLfiRiY+BU74,.D* Noutilu IVC COOL' Ncn � ENJJ� ate. -�` RoninS )$Shutter S tem awe= _ 6 R�. ICI I k c. EXPERT SHUTTER SERVICES .*A::. .S A'TE-�(»'-�r(;:[ .... ttc�r_sz ,xsenF9.•,ai INC. :4 7.`1-071W: S1,LK'r.M <sr< :.-•;:r^r.>a9c�t au^c-ft+x1 r.s-s:.9.ta,«!n-r.:9 t ..W.xc 11-,r,.S•'a':J sxR4 rr D'it IrIIIl/7/1}ifllU\1171 SCHEDULE VC: W FORCES(Lb/FT),&VY FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAMUM SLAT SPAN RANGE AI&D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6` > V-7' 7'—$'(Z- > 9'-12' > i2`-16' > 15*-20' RATING (D--I) Vx VY Vx Vy Vx Vy Vx Vy Vx Vy Vx VY Vx Vy Vx Vy V 105 38 :5 30.0 10 60 to 75 165 90 421 135 594 i80 999 240 1390 300 >31-40 10 80 10 ioo 386 120 440 140 398 180 823 240 1328 320 1823 400 ,��l—6�1� 0 120 290 150 794 IBO 09 10 121556 360 1962 480 255-35 582 ........... >61-80 10 160 616 200 767 240 796 280 1007 360 1695, 480 2422 600 2547 596 >81—105 .123... ..210 550 263 711 368 1372 473 2009 591 2492 638 — >106-120 728 300 881, 360 4 20 540 2112 640 3 345 10 >12:,— 49 552 960 350 1003 ..42'0 1612 490 61 2039 635 640 480 40,0 78 1 1322 85, — >14?-160 1 560 t740 640 _,_S NM SLATSPAN DEFINITION 17'SH0.1.L 6E THE^nESA'7Hc19It1TY DF THE.LDh'i ZSCtI�OR UN'T FMT OF SHUTTER HEIGHT AT BOTH AMES yy SIDE RAIL-- Vx Vy p,.TILLj�fo., O =- ri.ortmA BUNO E 11;;h V.f..It Aurf',Sacr,Zone) r1l; :5 MATC6-t ti eta: rE Se Nautilus ure Reafing Shutter System /TaEcomr. INC. Mw tr��cm.; EXPERT SHUTTER SERVICES A" For.V.m1f.i, 6 r.1-;tl- W at:ten.6av tam {qd Taut six S! 'fit.