Loading...
HomeMy WebLinkAboutProduct Approval I 7 8 11 13 12 �'----•---- 10 9 B ii 14 TIERNAN 5 RESIDENCE 15 III' Ij 3 4 z -------•-------- ------------- 1 Florida Building Code Online Page 1 of 2 a I. _.. f'1ofidm Dcj)a('(m,6ntq DCIS Home j Log in User Registration Hot TOPICS Submit Surcharge Stals&Facts ? Publications ; FOC Staff j BCIS Site Map Unks Search Businesr , Professial a product Approval USER:Public User Regulation trEq p.�Hy+rt nnprovj�fr.+rw> >.6Mjy(gi,4;BJ,l;;j>Application Detail FL C 69-RO ate::'i?3lbfi. - Application Type Revision Code Version 014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@casternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/PtWne/Email Category Shutters Subcategory Ac I.n Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A,.Tillit,Jr,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J: Validation Checklist-Hardcopy Received Certificate or Independence Ft J$n P8 CCI HV ACCORDION Cl N0NHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYIIH2vJvx5... 7/16/201 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 Summaryof Products _..— _...Y.___._._�.._._f_._.._.n...._, w_____..__._.. _.__._.._..-..._._.....__,.._...._ FL R Modol Number or Name Description 389.1 BOWa'HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Dmi 1S-086 bottom)for storm protection Limpsof Use Installation Instructions Approved for use In HVHZ:No Fi;3119 R8 Il r,S,s,A.INC I7Rydr4.i 5.0I,(pclf ' Approved for use outside HVHZ:Yes Verified By:American Test Lao of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:large Missile Level'D'.Max span is 12'-7'for 35 psf positive Ft-1P.9 RF Ac A.SS.A.INC. P,F R.1,?RV(G ASD load and 13'-0'for 35 psf negative ASO load the 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 W-Ill for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison,Max.span for HV3 blade w/o window blade for installations Into ?Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' 'for+64,-64 psf.See sheet S for others ns and ASD pressures. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and [(Non-HVHZ)-Drw 15.085 bottom for storm protection _ { Limits of Use Installation Instructions Approved for use In HVHZ:No FL` R It_A.S.S.A,INC. DRwG.t5-085.2df j 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:NIA Evaluation Reports Other:Large missile level'D".Max.Span is 16'-0'for 30 p.s.f negative Ft389 R8 nE A.S..SA INC. ir.F.R. DRwG.15 1 HV_L_r, ASD load depending on centermates and locking rad configuration fortheCreated by Independent Third Party:Yes HV3 blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone I mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" 1 x for 110 p.s.f.for HVt and HV1A working in unison.See sheets 7,11 and j 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interiocking blades retained by tracks(top and (Non-HVMZ)-Drw 15.084 bottom)for storm protection Limits.of Use Installation Instructions l Approved for use In HVHZ:No X304 RB_j.; A.S,S n INC ORwC'.15.OR4.nar Approved for use outside HVHZi Yes Verified BY:American Test Lab of South Florida Inc. 1 Impact Resistant:Yes Created by Independent Third Party:Yes t Design Pressure:N/A Evaluation Reports i Others Large missile.Max.16'-0"span at 30 p.s,r ASD load for Blade 1 N,3g9 MO Ar A,S.S.A.INC. P,f?.R. DRwGAt -084.,3111` and 19'0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes l respectivelyI Contact Us::1940 north Monroe Street,Tallahassee FL 32399 Phone:850.467.104 The State Of Florida 11 an AAJEEO employer.COPyrl9ht 2007.2013 State of Florida.::Prlyary Statement:*Accessibility Statecgrit:;aeAmd Statement Under Florida law,email addresses arepublic records.If you do not want your a-mall address released In response to a public-records request,do not send olearonic .11 to this entity.Instead,contact the office by phone or by traditional man.If you have any questions,please contact 850.467.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Deportment with an email address If they have one,.The emalts 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 auk hers. Produet Approval Accept.: 1-1 z, accuritM1'.1t:-In c, http://www.floridabuilding.or_a/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx_5... 7/16/2015 GENERAL NOTES- 1.BERTHA HX ACCORDION STYSTEM SHOWN SYSTEM 0�NOT OCTBE EVALUATION V LU TONAT DO�7(YP.EDN )HAS EBEEH VERIFIED FOR COMPIUNCE IN ACGDROANCE WAIN THE 2014(5th EDIUON)OF THE FLORIDA BUILDING OEM WIND(AADS SMALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE YENODNkD COOS FOR A 8140 WO SPEED REDURED BY AHE JURISQ!CnONN WHERE STUTTER WYL TABLE OF CONTENTS BE INSTALLED WITH A D7REC IDNMAY FACTOR Kd-O.B6,LASING ASE 7-10 AND SMALL NOT EMCEED THE YAnUY(ASD.)DFSW PRESURE MATINGS INDICATED ON SHEETS 11 THRU 13.19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LINOS DETERMINED PER ASCE 7-10 SMALL BE FIST REDUCED TO ASD.DESIGN WIND LOADS AREA•i• W BLADES M 6C � BY YULTWLYWG THEY BY 0.6 IN C DERTO COMPARE THESE W/MAX(ASO)DESIGN PRESSURE RATINGS INDKATED ON SHEETS 11 THRU 15,1I&20. GENERAL NOTES SHEET 1 IN ORDER TO VER3Y THAT COMPONENTS AND ANCHORS ON THIS P,E.D..AS TES,ED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS AM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WWI)DURATION FACTOR CD-1.60 WAS USED FOR YFRIFMlADON OF FASTENERS LN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA WY,ACCORDION SHUTTER SSTEYS ADEOUN.Y FOR WIND AN LARGE MISSILE IMPACT LOAD HAS BEEN VERIFTED IN ACCORWWCE WITH SECTION 1609.1.2 OF THE ABODE ME TIMED WOE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV WADE 0(0214,01-0.T.10715AI-03.11004.01-05,/1214.01-0.S.10317.02-05.10603.01-10 AND 1D210.01-11 AS PER TILS-201.TAS-20'2 AND TAS-203 PROTOCOL.AND ASM E-18W AREA_--•WV 8 ATT t7 AND )'Iv WINDOW BLADE h7 AND E-1096 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE LOSSDE OWERE APPLLC.A_B E) -HV WIDOW BLADE 9 10505.01-GIS AS PER ASTM E-1886 AND E-1996(MISSILE LEIS.0.WIND ZONES I.2 3)BASIC PROTECTION ONLY AND/072301-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 8 2.W BLADE 0 AND W WINDOW BUDS 0 ARE ENGINEERED TO WORK IN UNISON WTH EACH OTHER UNDER THE GENERAL UUTTATDNS AND CONDITIONS OF USE INDICATED ON SHEET 19 149AUAIION DETAILS G-K CDNCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PIIS(IN fIEWS),USED AT lIlHOERi KNUCRE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND 114x1.7Y RESPECTIVELY,410-HT MMUM SERIES CENTRMATE DETAILS FIV SHEET 8 STANIESS SLEET.SCREW'WITH 135.0 kd YIDD SIRfNOD1 ANO.160 Red TENSILE SRENG H.MNS SMALL BE COATED WITH OFRTHA_W OALROSTEIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTEF WITE ALTERNATING 0-_'TA15 HV SHEET 9 COATING APPLICATORS,REGISTERED WTM AMERICAN SI4Im SYSTEMS ASSOCIATION.PINS.MUST BEAR THE HIV NAIWNG ON THEIR HEAD. 4.ALL ALUMINUM 0Dooms,SMALL.IE MW7MIM ASSOCAl10N ALLOY AND Tvim AS ONOICATED ON SNEEra 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-78 ALLOY IS 3W W AND 35,7 Yti FOR END CONNECTION DETAILS 1-b.CONCRETE/BLOCK SHEET ED 6005-75 ALLAY. 1000"SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREMIS TO BE STAINLESS STEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN SOOIB WITH 50 Lai NDN.YIELD STRENGTH AND 90 Fal MON.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE BECTON 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANTEID STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 IN MONRUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIO :W MAX Q: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 MW BLADE(D&0 WORKING IN UNDSON:12.13&15 INSTALLATION DETAILS S-)T,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM GEARS A'U.S.PATENT/6'779,582.COMPONENTS OF DO APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATEN 15'458,173 ISSUED TO EASTERN EO CONNECRON GETAIS 7-12&,X WOOD SHEET 18 METAL SUPPLY,SNC 9,U SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO NWRE PROPER 044CHOIAGE.CONTRACTOR TO SEA-/CNUU( AREA 3' W WINMW BLADE 0 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,IMU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN MRtUSION, I TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH INR MUST BEM PERMANENT LASM IN A VSBLE PLACE WITH WARNING NOTE:DURING PERMS OF HUUODUJRE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL FIV AND NO CENIETSNTTS ALD ENGAGE OR LOO,ALL W ND ND LOOKS. AREA 4: HV WINDOW BLADE'.,ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A RFADILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17 tORL3 OF FLORIDA BUILDING CODE ONE AASEL SNAIL IE INSTALLATION DETAILS.YErAL MUD WARS SHEET 20 PLACED FOR EVERY OPENING LASMS3 TD COMPLY WTIN SECTION 1710.8.2 OF Tit_FLORIDA BUILDING CODE 12 BERTHA N.V.ACCORDION SHUT'ER SYSTEM'S CS EM'S INSTALLATION SHALL COMPLY WITH SPEINDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULQWNS PROVIDED BY THE PLIRSDICODN IAN RE PFIDDT LS APPLIED TO. /3.(R)THIS P.E.D.PREPARED BY THIS ENGNEER IS GENERIC ANO DOES NOT PROVIDE INFORMATION FOR A SITE SI EL M PMECTK La WHERE THE SUE CONDITIONS DEVIATE FROM THE P.EO. (b)CONTRACTOR TO OF RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS.P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDTTDKS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SUE IS THE CONTRACTORS REPONS 11UM OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED ONAUD O ALTERED of ANY LIEU& _ (d)SITE SPECRnC PROJECTS STU1L BE PREFNAR D BY A FLORIDA REIC5LERM ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHO Vr,LL 8E RESPORMLE FOR THE PROPER USE OF THE RED.ENONME N OF RECORD,ACII.y AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE SPECIROC BMW=FOR RENEW. (e)O M44 P.E.O.SMALL SCAN THE DATE AND OREG?NRL SEAL AND SIGNATURE CF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. IU FLORIDA BUDDING CODE(Hon High Velocity HurricOne Zone °PtitE A. ®2015 EASTERN METAL SUPPLY.INC. '''GlCfi� �tx BERTHA HVTA4 *: o. I L E C O N�. p iy. ■�+. /�■ Accordion Shutter System S QRV.MADE#1 W1 OR W/o KV.WNWN MADE American Shutter Systems cv.M T1E4C TTIOR GATTcluaH Dr< MI. TILLJT TESTING& ENGINEERING COMPANY Association. Inc. I OLD 11-192 4 13 IS M10 4 13/75 904., F OF 055 NavNI .W.3911 .S. 305. RA vacs.M1OFMY 331& Zc•-dgR) - Ph-;(30.5)871-1530.F¢ :(505)8,'I-1531 4768 Westroods Drive 2 %NS's'•., E8- 671a a-niC:u^tecwootmm DRAWING No OWWest Palm Beoeh, FPL 33407 3 '''AM/r/OVAL E�G�.AA'V` IA TER A Tr UT J..PX 4 1 5-085 P.E. SEA U �I6 URE/DATE TLnNN3A L 4/44167 6 SHEET 1 OF 20 J•.MA■ION 0" n VAl6E5 1.516• 1,491- o S MA, t.,zao: 4 Y 4.499' "�'- DHV UNIVERSAL FLOATER • 5 HV 90'!180' STARTER COVERED UNDER US PATENT$ 5458179 QUALIFIED FOR USE W/ 14V BLADEQ 4 HV DI HV BLADE 1 HV WINDOW BLADE° 6005-T5 ALLOY AND TEMPER OOUAUFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 191 6063-i6 ALLOY a�TEMPER ; 6063-T6 ALLOY AND TEMPER ?2c-- 7 2b70' 3.556' 570' J.226' � - 72 I 16� •�• - s r • • $ A15' 2.092' 3 ao7 i• 0.0 HV AD.1. ADAPTER W 1�7a_ 1 7 BBQ fi DJ. 8 oD1TDTPG-ROFI-OS- v Q9 HV�jgENCH TRACK 1 6063-16 ALLOY AND TEMPERgtADE(11 OUALIFIED FOR USE W/FIV �„ 6063-16 ALLOY Alfa TEMPER SLADEQI ONLY. V HV RAINGUARD BLADE 1Q 0063-T6 ALLOY AND TEMPER OUALIFIED FOR USE W/HV 6053-T6 ALLOY ANO TEMPER WOES 1.915' 1.936• BLADEA) ]6' 6063-T6 ALLOY D TEMPER VARES 1.9 1.917' •-� • 670 .DW+ b 4 670 1.686• _� a',A. `-870 V 3S a ¢7Q • 11 HV CEILING HEADER I HD CEILING HEADER/SILL 3.579' I nil FOR USE W/HV BLADE T ONLY. OUALIFIED FOR USE W HV BLADE 1 ONLY L_ 6063-T6 ALLO AND W®RP FOR USE W/ HV BLADE( U HD WALL HEADER SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(ONLY. 6063-T6 ALLOT AND IEMPER COMPONENT A 0 TI 72 48LADF 7T Y t Y ' Z' ;0.725'2• 5'MAY! 1/8' 1/8'® 2• 5'MAXI0.192• DJ92-FIDE ANGLES -- STS OUAUFIED FDR USE W/W INUM ANGLES as• r MAX;o.190• 0.190• BLADE© i7GFd3fl T"►T/" ? 6063-T6 ALLOY AND TEMPER BLADE IONLY. G063-T6 ALLOY AND TEMPER 2 5•�-E 0.119• 0.131' 6063-Tb ALLOY AND TEMPER 1100A BUILDING CODE(Non High Velocity Hurricane Zone 2als EAsum LerAL sU'I'lY,01c, Q BERTHA VTM A■S■SQA, Accordion#1 W/OR Shutter System * H.v anDE 1 w DR w tLv WINDOW FADE ,k: ALL1T TESTING g ENGINEERING COMPANY American Shutter Systems 0aa�l,a, DATE DRAW,0r, x_. i�z A93octafion, Inc. 1 a0 a-1s2 4/1s/1s WL 4/13/Ts STATE OFttr r 653 KW..30,51.5Y.W&W. IA WMD.T a0AW all Pt.":(x5Ja71-15]0.F.:(305)671-1531 4266 Westroads Drive x DRAWING No "LJRO - C, OV671,1�� West Palm Beech, FL 33407 3 .. 6 m axw7t9 S/ NA���•`V MTM A TWT 3..PX 15-085 P.E. �'flfEI MB AORE/GATE ITataA t o p 44T1 r e SHEET 7—Of 20 Ii O. 1.578' AS• r 1 P-20, /�'-7J V.'T . 3' .7 .... J3d• HOUSM waw ''DIi OM CPW ENN10.Lpi LP1l9Rfy1 .062• ._ ny R mo 1 .378-9, _ 4 �_ .1 •Rq7 �_,_� 'e" �ED CaewE (omWNEPLAc OUALIFIED E 1 &®ONLY HV FLOATING CF s• '3�S ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER ED FOR USE W/ IN BLADEEE 1 & 1 ONLY % HV QUALIFIED FOR USE W/ W 6063-T6 ALLAY AND TEMPER B1ADE &d ONLY. BIf.DE(�1 & ONLY. FIED FOR USE W/HV BLADEU1 ONLY •On. ..7te•` ?B74. 6063-176 ALLOT AND TEMPER PLASTIC IIPAO - 18' 1.756' d�3, 2• MQL SC TO 2A7Y t 753' SCRCN .360'AFTTR RNEIING o $ oe• 1/4-9-20 xr3/IL- BEFORE Rrr<n+c j S.S. THUMBSCREW I ZWO-20 RUMMY; u �_• *Same;94aa ALuwrjm(1024-13 AUG+)UraE nAVWS nal mF SNW hUTMU.PART f WM AS MMVt7C.UKD BY A4M PLAN " n�"aLVATM (� HV MALE -T- LOCK GENT L a�6' _ aEam TEXT"PARSPMn•NEW JCM 07asd oR COUP* LOCKER FOR -T- LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY JAY FEMALE "T- LOCK CENTERMATE NV -T- LOCK HV ALTERNATIVE LOCK 6063-76 ALLOY ANO TEMPER (� OUALIFIED FOR USE OUALJFI D FOR USE W/ HV QUALIFIED-FOR USE W/HV BLADE(I)ONLY QUALIFIED FOR GSn Y HIV ANOBTADPER"ONLY W/HV BLADE 01 ONLY. DI �7 ONLY. 6063-T6 ALLOY AND TEMPER +ser - 1 .I— 2 '-TIiUM6TWM • IF .214•• .003. _1 6Y..(i KEY CYL(NI" .214' v i= to� �:o ti' 0.875'✓:,. ,a - § 0 1.125'Mai HD O O i2 C m a OUAUFIED FOR USE W/FN BLADE 1 & A QUALIFIED FOR USE W/hY BLADE i & E 6053-T6 ALL;;AND TEMPER 6063-T6 ALLOY AND TEMPER S m VAR01 12•MN. QUALIFIED FOR USEW/ HV BLADE 1 & I _ +p•Flo Sg a 3{ _a'R-+4 ,130E 6063-T6 ALLOY AND TEMPER 1 AE6AL TIaaObaslls 3I/2' 1 fSrE OEAiS) _-= QO - OR KEY EDER $1 LOCKING RODD 1.78 MOA. •^.' 373.0 '/'A ® H0 LOCK OUALIPTED FOR use W/HV BLADEni 6 ACETAL HV 1 4 0-20 AISI 304 BY REGENT HARDWARE MORRSf LDCXS SERIES 2333 HOOK DOLT LOCK .cam 6063-T6 ALLOY AKD TEMPER 6 R� ERIES &S, THUMBSCREWS QUALIFIED FOR USE W/HV BLADED&0 Q r1»INSTAU.AnON WILL REQUIRE A 7/16-HOLE I �A BLADE QUALIFIED FOR USE w/rN BLADE 1Q FLORIDA BUILDING GODECNon High Velocity Hurricane Zone D ILLED A7 TRACKS FOR PRO.ER EMBEDLIENT QUALIFIED F , t}y V'S,....Li ✓'i�AG 0 2015 EASIERY METAL SUPPLY,Blc. F'' BERTHA NV,>a Q� \GENS IL E C O �N�. IA.S.S■A■ Accordion Shutter System FLY.RACE#1 W/'CR W10 FIV.WINDOW DOW BADE American Shutter Systems Lv ej D.M-.V„ IMrz GROW BY, ua. •Y4 TILLIT TESTING&ENGINEERING COMPANY ST kr� Association. Inc. t ocD:1-tsz +Cu/i6 M.C. 4/13/15 Z A'. ,,,,�(�Q•.•C�` G333 N.R.3mM.R.$..3=1'R4ii1 GNOniS.ndSM-J.11 Ph—:(=W1-Ts3D.F-:(305)871-*31 5268 Westro0`19 Driv2 2- DRAWING No %i��7�Fs"S'•••t,A�.��a` a-m mti9 West Palm Beach, FL 33407 3 15-085 A7gpS`OIPAtIa�`t V1&7M AAL404P.C. s SH P.E .SEAL/SIGNATURE/DATE 6 3'OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3ra' HV Q HV 64 41 12'DAN. CE Ta BLADEPQBZ" Qi HV BLADE t i� 1 I_ .c6Ts'{1..�' ._1 •j HV BLADE 1A � CJ`�J H I I'm/ac�4w BLADE .OBZS' ABTS .OG7S' ® �1I ~ HV LONG RECESSED NYLON BUSHING �nc I I KE •o OPE1c+ 1�5' Y ® HV SHORT RECESSED NYLON BUSHINGFd a ( ) a 00cT ® HV NYLON HATWASHER ([)OR® N y �.T7.+�� 3r,D• '. I • / ® HV WHEEL CARRIAGE NSI 302-303 SERIES 1 { `-�.445" 1 ~ 44 ���� " 0.870'x3/16'THICK NYLON WHEEL, `v 2 7J8•Mia iN WlhilOw /� 3.7500' 0.188'0 AISI 302 SERIES S.S. RIVETS i 31'a SEP� ,mss• @ HV 1 3/4`ACCORDION PIN W/ 18 HEAD* EXTERIOR E)} ppm i s 0/4' A62$• * I TERS�Y°N Y Y .7300• ® HV 2 3/4"ACCORDION PIN W/18 HEAD .{ 4 �47�" '`I •� /4 POLYCARBONATE IMPACT RESISTANT HV WINDOWearm j YPICAL I4V WINDOW 8 ADEQ AND ' I ® ' '• j POLYCARBONATE 14V WINDOW DEfAlL ! is AOR 4 or ®3 N.T.S. ((SEE FO ROTE R 1 REOUTAEItENTS) OOR® I *POLYCAR8QNATE IMPACT R 41RTANT HV Y{NLOOW i I BAYER MAKROLON 3103 POLYCARBONATE CLO V RFSLYS, UV-STABIUZCD GRADE OR SABIC 'k � L x 1 LTO EWE w INNOVATIVE-PLASTIC LEXAN 103 RESIN EPL C11)w OOR I L (SEE NOTE 'r ON SHEET 1B). I Q I (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR gasp BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR 1 1 ® i I POLYCARBONATE SOURCES FOR 44 Liv®GLACE. TYCAL SHUTTER ASSEMBLY EXTERIOR PIr�aac 1�r AR'T'S' HV PM @OR((l��Ai MM PP.1Pa0ES (2) ITV PIN 0 MAY BE USED IN UEU OF®AND ONLY AT E%TDII0 EXTERIOR BOTTOM KNUCKLES OF FN ACCORDION SYSTEM W/ HV(D BLADE'S KNUCKLE. at^sal 3 (SEE NDTE•FOR a �rn um ow n/W o,ou m/✓ BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. REaUIREMENTS) '�- 6 O I , I Tam EtE MII➢i41QtiCM ARfi CwY VAPO PaL 9.500 P.aL NADGL. !4Y D(W (3) HV PIN OR Wf 1/2" O.D. 1/16` THICK S.S. WASHER 0 I� <caw,l a1Re�J1 Al-D ,=00 PA 12A4v Pw1 D,PP „DDm,.1 womP., SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAJL X. e� {i•` eeect SHEET NTa®GOD ASTY Gx1A 10 f. 17 rr Dj® i� ( ' fa ne,.e R- WHEEL CARRIAGE DETAIL pAr wo 1 M Van h,,s, ASSEMBLY LAYOUT rxiE a'evaaa ASY oun a-1 aia o-1 owls H.Y. "-- riff FNfce1 n-Don 1010 T Dao T �j 11 A C,m nw2r STP04TH MARY TM = vxa Mi 3310 Dsl. HIM BLADE SOLID (A BY WINDOW BLADE DETAILS DOW.EI`CR" 'm"=" a"1 a' FLORIDA BUILDING COBE(Mon High Velocity Hurricane Zone ®2075 EASTERN uErAL SUPPLY,INE. . :...!!%l'�, BERTHA HVTM ( y�Em AI.S �A� Accordion Shutter System /T1LrEC0,,.. LAY.BADEt W/OR W/0 FLK{NNDOrY 9ATE 1'iLUT TESTING It ENGINEERING COMPANY American $huNeT.Systems DEM.Wn04 DATE DRt*N BY: ,u_ N ATE 0f *_` Gm NR.3(� i:.5b.3D3. RPM GOOCK rLOMA 331 As3odatlon, Inc. I LXD 11-192 4/13/15 m- +/13715 rirn<:(305)871-1530,Fu,(305)871-1531 4?,613 WesUoads Drive x DRAWING No Gari..OR(DP,r'�k�& a-Pw7 aDo a<DP West Palm Beach"79 , FL 33407 3 15-085 LNGNo �'' s/0,bq�EN�'�� ��` MKTFA A TLLf *.PZ P.E.79`EIXL/614t'J`J%RE/DATE FOFO"'f`E 1f1a7 s SHEET a 4 OF 20 (�,a• • ' 'NOTES ON HV LACKS AND CENTERMATES: A 0 C 0E9• Y N 5 T 0 ®,®�'�„� 1. •ONE kIV LACK®or g SHALL BE 11Sm AT 172 OF SHUTTER SPAN FOR ANY SPAN OR 12 BOVE EET.EVATTO LOCK a,62.0 T, BE USED AS ANFItRbFJ�'c OR OUt9DE LOCK,ATFACHEO TO TLNJS-ilT ANY I C£DREFRNm W/(2 1 4'®-20 K 1/2'LONG FIAT HEAD S.S.U.S.LOCATION OF LOCK SHALL BE AS IQN�OICATED ON SOQOQ TYPICAL SHUTTER ATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TD TWO W LO KS W.I V OR BE IS 9 MAY BE D U HOLAS E AN A�BWEOR OUTSIDE LOCK.CINLN'EC71ON OF LOCKS TO CENTERMATES v LOCA N OF LOCKS SHALL BE AS D10:CATEO ON TYPICAL SHUTTER ELEVATION. 3.0PnQbIX CONDITION#2 gD 28 CONDITION 81 OR LIMED A Ls LOFY,WlEgD LH.V_ mxtl:LOCKINGRDDS ARE NOT REQUIRED AT URIY+CANE POSITION,BUT MAY 4 �6 oa3 �� ,j•*® BE USED IF DESIRED TQ ENHANCE SHUTTER PERF'0 LOCKING RODS OR AN ALTERNATIVE DEVICE 11F MAY ALSO IRE USED AT STACKING POSITION (NON HURRICANE POSITION). AN ANDNAVLOd4o'r SHALDE�US(DTASANCORHEROUT57�QE AOR DLSiOELOCKS11 ATTACHED To�3 CoFLh1FR CEMIEANATE w/(2) 1/4 0-20 K 172•LANG FLAT HEAD S.S.MS.TWO LOOKING RODS 0 AT TOP tt B OM SHV.L LRE USED.LOCATION OF LOCK SHNL RE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o�. MMU SHUTTER'SPAN SHUT SE'DETERMINFA AS PER SCHEDULES SHOWN ON SHEET 12. �j '3 T S. MAI I - S•S n 33 ONE ALTERNITE NV LOCK L1AY BE L4 UEU OF H✓LOCK or FOR ANY SPAN AND' Y¢ IMSIQLATTONS AT ANY ELEVATION.AL ERNAT-c LOCK WAY DE USD VS AN SK)E OR OUTSIDE LOCK.HOTAGIMFNT � � OF I/4b-20:3/4'S.S.THUMBSCREW TO 0 OR CENTERMATES SHALL BE MAC£W/1/4'0-M3/4•ALUM. / ) �•�-.. sK51 -d$O"o b � LOCKS AS SHOWN ON SECTION INE SHEET&ONE LOCK SHALL BE USED AT 1/2'OF SALTIER SPAN OR TWO LOCKS AT t/3 OF SHUTTER SPAN. ® I 5,MAN110DRY CONpRgN is FOR KETCTONC_MOUNTING MSfu,&M M,+. ONE W LOCK w "or®SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR Nil'SPAN OR 12'ABOVE OR BELOW E12 OF SHUTTER SPAN FOR SPANS UP TD W.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK 0 or g or(8)MAY BE USED AS AN INSIDE OR OUTSIDE LOGO•ATTACHED TO C3 or @ SYMMETRICAL.CENTERMATES W/(2)1/4'-2O x 1/2'LONG FIAT HEAD S.S. SEE END M-'L LOCAION OF LOG(SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKLNG RODS 0 W/ COHIHECRON 'may OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. D=IALS aN 0 i C M i J K L Y P 0 V 1Y K SHEETS HI& 'ismTYP 'I'LL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNE1. it VAUD ONLY R ONE ALTFRN47E FIV'1'LOCK OQ MAY BE IMSiN1FD M UEU OF HV LOCKS OR(k9 FOR ANY SPAN AND t"�0,1®•U7 H"®a i 0• "' OF LOCK INCLUDE5�1KD C RONFTOORRCMA C LOC AS AY AS SHOWN ON SECDON MK:,BE U9WIDE LOCK SHEHEET 9•WHICH UST B 10` �I(�• L CONNECTED To CETT TES ANO W/ 1/4'0-�7zo x 1 1/2•LONG SS THREADED BOLT W/7/8'0.3/32• �•O• �'O`� WINCNUT OR W/'1/4'a-2Cnc1•S.S.M.S,INTO A T/4'0K SJ8'LVYNUT TOCK MAY EE INSTALLED AT 1ODSPAN OR 12• 6 7 as 6 7 a MAXUJM ABO AND BFJ.OW MDSPAtY USE Of Two LOtKONG RODS TOP AID BCTDU IS MA4DATORY. �'�^°�•�°'1T�1• °��'® *NOTES p HD LOCKSE C: T S: 1.RD :ONE ALTERNATE NO I=®MAYBE USED w UEU OF ICAL M HV BLADE SHUTTER ELEVATION HY LOdC3 Qq OR W TOR ANY SPIN AND D67ALLATIONS AT ANY E1fl'A701.AL70MATE HD LOCK(a MAY Sr USED AS AN DiS:DE OR OLRSID,€LOOK ATTACHMENT OF HD LOCK 0 TO 0 IS W/K IS t 3/9'F.H.S.S.MS,AND INCLUDES REMFWHCEMEM INSERT Cd As SNOYM ON SECDONS NDB-HV3 AND HOC-NVC,SHEET IM LOCK MAY BE INSTALLED Q LUDSPNT OR 12'LWUMUM BELOW OR ABOVE 1AOSPAHH.USE OF I==RODS'@ Is COMPLETELY OPTIONA- on High Velocity HunicaneZo'ne' 0 2015 EASTERN UCTAL SVPPLY.INC. ENs�':`�9' BERTHA HVTrA A S S A Accordion Shutter System . . . . HV.RAX ,W/Q:W/0 ITV.N1ND0„sAnE nurT TESTING g ENGINEERING COMPANY American Shutter Systems DQLpC:71oi dire anArH er: u1 a% STATE OP 10z,vasa.c+sm s R>wa+33w Association, Inc. , Gan 11—I92 4/13/15 DIS' p/15/15 ' 'a f b—� •. Pleonc:L351ye71-1510.F. :(W5)371-1511 4268 WHOstroads Drive 2 •, r RS �� . ,a ez<ooawcom West Point FT Beach, _ 33407 s DRAWING No /QNAIE�G`` ruTLLa teL�Tr'4'.PE 15-085 SHEET P.E. S rFf 13i(ifU� RE/DATE TLRw Du` " s"'c75 5 OF 20 CRETE ANCMOTIS POURED CONCRETE POURED r (SEE SCHFbIILE ON OR CONCRETE BLOCK POU CONNCRI TE �C�� SFIEEr I Jl xEOtaREO CONCRETE ANCHORS 11/WC}iNE0a35C Mess.5. R-EOUR - CONCRETE ANCHORS I©18 I'DN (sff AroL111vsc®ox SSFIt'>) {SFE.SCHEDULE ON M/1/f'-20 (SEE SCHE31ft E ON SREU 13) SHEET 73) NOTS O 12'O.C. 1' f' • _ TEn. 1/44-2W/4"SS.SCIIEMIS --- Alin. / Y USM 5/4'-20 NIM 19 Q i 2' --- 0 12.O.C. 1/ /2' I E D• .230'Nu. � --- 3 OR 15 ,E D N 0.+ � ) 250' I J50'We. f I Alm. I OPTIMAL �-•OPil01Vf1 i _.T. Yx Q,%(SEE 1 . L 1rOMAaw'"" r�--OOR 1�� iwC ' NM.UMIXE O 10 MASS I E1OSI1xC unOOm�® I ' LWL SEPARATION TO CLAM, I 1 GLAS!;---. SCNEDIAE ON 91LET ll)-•'"- A _ '`(SEE SCNF1hA.E ON SHEET 11) oL� ©HV WALL HEADER LL INSTAATION A 0 L G HV WALL HEADER INSTALLATiON 4 KEYSTONE ..... ' YU1.SEPARATION TO CUSS 1 IN N»I4mr S ;^ ---- f - 1 0 r----(SEE SCHEDULE 04 SHEET If)— 1:1 oAss(sa , -1 OR i ` AIDI.sEPAMTiON m c1:�ss —; N gLD+[a 9m rI I (SEE SCiEWLE ON SHAT 11) S 11 f>N YIC[9wO' I rh ` ar (Daa OPROAAL 0 � � - °mnraa.M—• r t NAL JJ_ � 1 I i I 1/4• .E D.• 19 F.� T., i_. ._ ---� ..1/ay-2ns/s•Ss. s'o-20mJ/4'S.S.PHIwPS Ep p�1 U C WM 1RU55 HEAD-0NE SCREYS USAG _.._ CONCRETE A40401M �F���SCIONS — -TE ANCHORS ' 1 '-2p NUTs O 12-o.a L(SEE SCfEDULL CH W/1/4'-20 NUTS O 12'O.C. (SEE SC RULE ON SHEET 13) '-N:n- POURED cOHCRETE SHXT 13) FoUkEXI OR CREMTE $.00K� CRETE ANCHORS REC m�ti•.00K WALL`MaHFRM D I (SEE SCHEIWLE F HV WALL SILL INSTALLATION PCILREO CON17tETEN _ .._ SHEET 14) O OR CONCRETE BLOCK "ATL f�0 EQ HV WALL SILL INSTALLATION ND1Y TR COME~— MOginms INSTALLATION DETAILS W/ I-SEE SKW 4 FOR T'MM SHUM +E O.-EV3E DISTANCE ASSEM3L'( O SE'i IIYITAIIONs CT USE FOR �J`, 2- P70NIPrG SECTIONS CAN Be Como= (SEE SPECIFICATIONS ON VEfU 13) eLADE®aN SHEET 19 H Y BLADE N ANYWAY W SUTT ANY MS.ALLATM. DuuuT1 FLORA IBMW COOE(Kon Nigh Velocity Hurricane Zone 0 2015 EWIIERN NET/+ SUPPI.1',INC. ��S�P\''•\,\CENs�:'TL�9 ���.�.�� BERTHA HVA, IL E C 0 iN, Accordion Shutter System kv.( w/clt w/o ltv.w1woA+a rr *: /� American Shutter Systems `� oesrxr:IDx wiT CstuLN DTA Y.L. .0 S ATT` TRLIT TESTING & ENGINEERING COMPANY . 9: ���4 Cess N.W.Jem a Ata 3P3 VRW%A GQW-N5.Mesa WI AssocTatien+ Inc. , OLD 71-192 {/IS/15 O X 4/la/1s Ph :(3M)B71-1530.I-:(30SWI-1531 4268 westroods Drive 2 DRAWING No 3 ...........RIB'«•ooe« West Palm Beach. FL 33,07 3 15-085 Ai 70NAL A�` WALTM A0ITUAJ,RC 4 ,,p/N IFA''` P.E. ;NlSt#NATURE/DATE TLy2M Lk. 7 44167 6 SHEET OF 20 C0.N=E ANCHORS POURED ..•..�.. . ,w1�N1Alg1 CONCRETE (SEE sa,EDu1E ON SHEET 13) mafsQ 1 OR ®� p0snxc 1 To aAu ) `ur MKDUZ REOULZFD GX E OF -i a�DESeIND GIASS SIM(r i tUEF7NAT i i i iTVi i E)aSR i t ANCHOR tACARA4 /10.3/4'HEX MASHER HEAD 1 1 1 OR 1 S ` i J/ Nw. UK SCREWS O 1 Y O.C. EDGE OF O 3/8 CONCRETE ANCHORS 8 IF ,. i 6 r ] t (Sr,E SCHEDULE ON SHEET fJ) I APPIN`.AHiE DIt5i0JG ' i i 't1 OF SLAB IF C1A55 SEDGE OF LAB IF I 1/2 t EDGE OFW' LAT APM.)CABLE $ APPUCISIE SIM IF r ( Mt OSYNln1 O. O. APP.ICAMX �`J FUT W.0 COHCREM ANCHORS "�» CONCREIE a1�rnj m ,r;M Q=CIE 1D' (SEE SCHEDULE ON SHEET 14) tw nm www 1 OR Ny�coNcRE ATE _ RETE ANCHORS m°® REWIRED p—_ 0. SEE SCHFAULE ON SHEET 14) 11 .TRENCH INSTALLATION AUD ONLY TOR UP TO+70.-75 PSF A.S.D. OEM PRESSURE RATING&FOR SPANS PER ® W CEILING INSTALLATION SCHEDLU/3.SHEET I1 CONCRETE ANCHORS amTJ . ` a C (SEE SEttismU E ON1/4-0 ate.a�a,to I I M,q E)aSTLNG _ )Jastm—i C'm� awuo,m aaa _ CUSS--, Tom*MDOM W/ I f/{• I GLASS I ? G1lSS "'It>a wmu w a•u,U 1O at•.w¢n,n ...I_ _ ,3µ•lua nommen a e• YAIL / --{(us zoaau a sqa,q �, ) �=rw SPARC 1�IHM I'1 / 6'-C 1P TO ef-0'f"al APRT STRNN d[VOD'rAclorx IUD L Pa(�E xmE fl w sen n 1/2' 3 W, WAD ,w,wu 3/6 MAX Nw I 1 roc SCREWS i{Y!4 ILEX HFJD�i I 8' { O IZ'O.C. ,' •, t/<'♦-7;RC/<•SS YS ip(SCREWS O 9-O.0 - 14,3 4'SA.S. 1 1 'I ,.• n / CONCR_1E ANCHORS _ 6 7 J/ i / -•- ,i 1/+' ;' I�`;....�: --usu�,rs-m wars OR 1/4'9^20 SS MS 1 'O O 9'a C W/ EDULE ON T 1 --)' Um. •' i• o,]'a.c 1 SfGtT 1{) .. l Cm7w NOw GD,JCrtlldl �j✓'`_._-__- { 178118 1/Y` 1 17 18 T ••2.00�NW..a wRt iRL(OET:OW.IDL EDGE ED. s of ••.1._. su ��f4,!/4"F.H.SAS r•LUN. 7 T 8" 1 7/&" CONCRETE AIJCHORS O 9'O.C. - E f/ NOSE 13(D) NOTE 13(D) ' /EO 4. OR C09 CRETE BLE (St--SCt1EV111E ON °N SHFkT i PO, �CONCRETE ON SHrEr l _/.... _ Afl COtFCRE'7E RLD:31 SLEET 14) OR CONCRETE ELOt"X t", :'t'••;•.-' •.'•.::.•. REaERW OR CONC ►1 KEYSTONE MOUNTING INSTALLATION OitONAL Q HV WALL FLOOR INSTALLATION © yV WALL WALK-OVER INSTALLATION sHunIR SPAN W-0* P0*dE 'D'-n}°' �J HV RAINGUARD INSTALLATION t e0g NOTE FOR C"N OTION Or SECralS: 'r'THIS VABLEINVAI1WRENATION FERFORMW BE • ( D.®EDGE MUS ON ADlACFNr TO M OPERQXf EXIT ♦SEE UY:fAT10N5 Her tm FDR SIE SHEET'FOR (SEE� �"° «'�' "' OR EMPASM T QON SHEET 19 INSTALLATION DETAILS W/ 1) HV BLADE ASSEMBLY SECItOA'S CAN DE CO,+ExFD .......-.•...•...-....--.____ 0]AM'MAY TO Sw Am 11JSTALtAI ON. FLORDA BUING CODE(Aon High Velocity Hurricane Zone </�•A,,, 0 2015 EASTERN UVAL SUPPLY,INC. ? BERTHA HVT,A'�CENSF Accordion Shutter System /T17LE C O p c. ■ ■ ■ ■ KV RAE 01 W/OR W/O RV.N'"N anDE oaaas narDA!_, American Shutter Systems 7' TILS)T TESTING& ENGINEERING COMPANY s,.,se..3Df,•, ATE OF ��= Association, Inc. I DLD 11-192 4/u/15 tale aJt3/15 axs NA. vFss+s1 Pno��:(m)an-5530.Fos:(5°5)871-1531 42G8 Westr°Ods Drive 2 DRAWING No v 1A10:.•'�c'� a fa�moww West Palm Beach, FL 33407 3 I...... r`,.�'` MATFR A°T�lLR1Jr,PF.. a 15-085 G J„J DNA% 1�1. P.E. S"&”/SIGNATURE/DATE nDRnA LK.0 44,GT a SH7 OF 20 SEE END WALL CON 10 OCKM RODS `fIs TALLATIONS W/ 1 HV �N�1Ts�L �k N� �a R® OUT DV IN —EXISTING GLASS v •`* AND AL76NAE IN LGUC®d7 SNEET 5. N SHEEM 10 1 �r// BLADE W HV CENTERMATES �SLACK ««t�+�o i -®°`®•OO "® TO*©° OR SEE END WALL CONNECTION to•®5w©' ©`�w ..NG CLASS pEIbIL�� 2'#'.1/R)'aO'-2 I ®`®tle�'�-�'@3 1/4• 7' .....»....»,. 6 1/2• 7- (GD6J i6 AULM xuu OPPOSING ANCIE W/(2)1/40 TAPCON i/z• w�2•® SYMMETRYCAL rrtaalrs Ta cRELE I- CENTERMATES CENTERMATES (7Cp/eOTrOy)h MIN.SWAPAMN AT rat s.W flo aoC.rju.1&6—ff. ¢� WJ HV LOCK o s�stNmwE sus ra TIAE i W/ HV LOCK or TO CLASS \(np) 5 �w 5* 1 N �* 3 ON�11) 1 2. . 0L -f 04 - p �} ©w®-©.Ow®a 10•®011 O v (D H V`'B OUT T/N a HVC To`®-©•�®•©°E HVA ©w®w©•0-@-@.@. E21 W4 GLASS -POURED CONCRETE OR t0•®°"®•0-0_®'-- f co�LanktEmocxwu `�-�•�m®•®wR I �----- - - I—- 1 $YMMETRIcat IN v•7�•�•v•07 't�w Wu.SEPARATION 8 1mQ•©"(� _j\.GAN i O W/ HV LOCK aPn(NAL.CENTERM ES `(�' ©•®-0'@-®.@7 °° (SEE GLASS CE 5 ON SNEEf 19 I1RN.SEPTO NLITICN (S SCHEDULE I N v _ - ON SN£ET,1) QNTEwoR) ----- ----- ------- "--------- —– – – OUT – GONCRL3E O� 1 1 ANcxoRs o 16.O.C. —1 0 3 VARIES -- OUT _ 6 1/2•MAX.SLACK HVD OUT HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,`"L,.111TI11lNN/fE/ ®2015 EASILRN METAL SUPPLY.INC. BERTHA HVTM EIILIE� A S S A Accordion Shutter System 1 L E C O �N e. RV EILAX#T W1 CR w/o U HINXM MADE TIWT TESTING& ENGINEERING COMPANY American Shutter Systems Dmcwna• O„T OR,,,,a a,, � Qi STATE OF 4 EY5 KM.3tV 5 Sa YO.VB-L�G4W?L E LGIIi JJ, Ass"ration. Inc. OLD T 1-,s2 /ta/t5 oub a/13/ts ;: pb—:(bs)Vl_1536.1-: 4268 Wastraads Drive z % '•• FCORIDP:\��'`� ° M-OW6719 o°°'W`" A`es; Palin Beach. FL 33407 3 I O(b1YANGA2O "' L• �O M'UMA M11T J.V.E. 15—l ( t1T+C1 /GATE ^II7°� 14ats7 cS8 O POURED CONCRETE OR POURED CONCRETE POURID CONCRETE CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE REOV ED BLOCK'NR1L BLOCK WALL RECIUM BLOCK WELLREOU�RED BLOCK WALL RECURED EXISn.4G CLASS EXISTING GLASS CONCRETE ANCHO EXLSRNG GLASS -�,-T' �7 2'YIN E70SfING CLASS O 16"O.C. I - ICL SDINMAIKN T- ,•_ 2'A9NL - - TO GLASS(SM -F Eo 1a m CLASS ' 11 FOR SSE o W GLASS� I LN SPMUION CN ro TaAsO(sFz 5o4D14L ON SF4ET 1!76":3•AUL(.- ON 44}7 19 FOR 1`"�E O �?071E Qi a It FOR RAM ONO (6067-T6)CONT. BIDES 0a® ON so-77 t0 F01 1/2• 11 FOR 197E�XV ON SHEET 19 FOR ALU..QOSER (LOCATE ME 1 RAOMG)&p sr�E�7RI t sBE 7 \ 1 evaFsmee QA I ejcm(D&Q) Q Vt 1//,'WN. ( OF(D) ( l a 71 ,-OR 2•A1Ax. J—_ }tlhiJx'S.S,,- }70st/Y SlKS. _-- (AS APPLIGAS.E)' -'------ O 16.0.C. ALULFINUL CLIP ANGLE L 0 16.O.C. --_ NOR - 4 \ (6063-76 606 u./2L'T)AT Topa 4 , (2)1/4.0 TAPCONS ANCHORS TO SEE DEiuL X F0.q� WALL Ar I.O.C.(LOCATE AT SIDE CON NECTION OR EITHER SIRE OF Q) ) OR SEE OCTAL X rOR TO TRACKSME CONXECTFON ®-©•�-9 •®' S��T+craNd4� ©•Qw7-E 10• - TO TRACKS & •®w ,�p ®w®•�a©•©°• TO TRACKS �.®°•�•®"'©•�. ®-�•�©•©°' _ 1 '®°•©'�©•®w 6• 3 6.7•yam, �,_/� to Q�'© C)_�0 p9'. ^©•7O•��awt®a,-•OT•®s ©'Q•YJ•",�='_•�Qj•`L7a ®•�•©'•©•�•®w ®'®°'®'®"V.®a ®•®wt,7•K9"'�•®- OON DET CONNECTION O w 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 O +mum ONLY FOR SPALLS CRiATER TWN 12'-0• POURED CONCRETE CA �EIOSiNIG CLASS tREQUBLOCK WALL GI � 4 4 MI.SG9AKIM {1 7/2"S I - TO GLASS(SSP O 76• .G LM'SEPAfATM D -D ---------- it �_ -_ 111 FM MOE mHD CO, 1/2•YIN. 9��A¢E�Qi r --------- - --- ---- 6 ON SEPT 19 FOR ANCHCR O - - ® 14AOFSOrt Q�) 12"O.C. ----—__--- 1a+�ris CONCRETE _ S .BE®& ® _-__ pR@ ANCHOR �EO _ Q 16' 1 2 }K4. o.c. — ----- --- FOR 4 EO Y� R�OR 2•YIN. 2•WN, ♦BLADE©SEE UAON4SHFETS OF L 19 @CR@OR(qOR(@oR(p VIEW 5 (6OR ®' I OR& �� O-©O-©-®�- DETAIL X LPOUREO CONCRETE OR (?w©.OwaQa®�- LATION RE UI ETE BLOCK WALL © 70 ®_© 70 ®- FIV BLADE OR h HV WINDOW LADE INTO REWIRED 1 s®'©•®-©•�' �©•O ©-©•O•®- �w®®°p®w ®•®w®.�w®•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DET AICONNECTION DETAIL© FLORIDA BUILDING CODE Hon High Velocity Hurricane Tone ,4`S�(I,A•T/((!�'''., ®2015 EASTERN F-MAL SUPPLLT/•INC. ,�Q�•.\CE�/.�9'' BERTHA ■TM IL�6, A■S■S■A. Accordion Shutter System American Shuttar Systems Liv ElAOE 1 W/OR W/0 ATI 1NNDON HntE TIL.LIT TESTING& ENGINEERING COMPANY �� 0Arc ORAXN a,: to STATE OF r� Busnv. ,stis.374 aspctu 7188 y, ASEociaffon, Inc. 7 OD 11-192 4/13/15 OAE• 4/;3!15 $ •' �- pt-,.(3%)871-15M.Fm-.(305)871-asst 4268 Wes(roads Drive z ORKhTNG No v� w w — West Palm Beach, FI. 33407 3 F ........•.. ••G AI ,,``, wAmn Amur k.P.0 4 1 5-085 rpA DIY4ri1,� FTL^b^A @.{44167 s P.E. StI}191ti!VATfiIRE/GATE c SH To OF 20 SCHEDULE #1 SCHEDULE SCHEDULE 63 MAXIMUM SHUTTER SPAN 'L+'OR 'L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+' RlST la a TION� .D • NOTES. (ft.). FOR INSTALLATIONS W/ OR -L-' ((L) FOR R •L-'(it.) INSTALLATIONS 0 &4* or INSTALLATIONS W/ tlfL CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A CUM W/ONE H.Y.LOCK 0 or @ orAN" r &yyy���1 W/ONE HV LOCKS MANSORY POSITIVE AS.D.DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODor ONE HV LOCK or yr L-:MAX.ALLOWABLE SPAN FOR A Gn1aN NE61m'E ® ®® NSR W/ NO LOCKING MOUWALL A,NTING F. C.K&L E. M'Rm.. S &PV O• A.S.D.DESIGN PRESSURE RATING. CEN[-cK 0 V NO O W/ONE W/ NO LOCKING RODS LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES t,tT) (�FOR MGUNRNGp (2)PROCEDURE TO DETERMINE MNUMUM SPPN FOR BOTTOM SEE NOTES TO SHEET 7) FLOOR/CEILING C. H. I, 11,J T, U. W &X WALL MOUNTINGS(TOP/DOTTOM)'OR FLOOR/CEILING: J�tt CONCRETE&WOOD MOUNTING COCIOi£(E&WOOD 015TRIATIONS V ,tmS 7L OCR CONCRETE h M asp,� asp,oalpt wsn oaia 0a5TNLAlphS GIVEN A PDSt11YE ASO.DESIGN PRESSURE ULE.. P� WALL MOUMOtG flOOR/COLING ' Rfld+ IgOMa✓ti DETERMII WJ(WUM SPIN 1+'FROM SCH�ULE YDUNiWG ft"4 8 R GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (•V'-) R00R/C£Ll+I101L'N11NG (. �) R !a1 NptRRRpIG DETERMINE MAXIINUM SPAN•L•--FROM SCHEDULE. LAW i- i+-pq (-W Li isl t-(N to It) I L-(N 0 AWGMUM SIRIITER SPAN 1+'OR'LFOR 3O OR 16--0- 1C-0' 16'-0' 16'-0" 30 16'-0" 16'-0' b 18'-O' i6'-D' INSTALLATIONS INTO WOOD WALL BE UMRED TO FlNAL MN3MUY ALLOWABLE SPAN 6 EQUAL TO THE 35 14'-l0' 141-10- 13•-2" 16'-0" 35 /4'-10" 14'-10' 35 IS-2' 16'-10' 105 pl.&S-D.DESIGN PRESSURE RAT NG. 1�tLY DETERMINED SPAN BETIMEEN 14'AND 1--•. 40., 13'-10• 13'-10• I4'-2' U14*-3* 40 13'-10' 13'-f0" 40 14'-2' 15'-2' (3)PROCEDURE TO DETERM9iE VAXIUUM SPAN rOR d5 13'-7' 13'-1' 13'-�• 45 13'-1' 13'-1' a5 13•-4• 14'-3" t ITV L'0RN(Y7 CEHTFAMATE/3 MAY BE USED AT A(1 COM21N41i0tiS IN BETWEEN WALL MOUNnNCS 50 12'-5' 12'-5' 12'-8• S0 12'-5' 12'-5^ 50 _ 12'-3m 13'-1• MOUNTING INSTAIUTIONS.LOCKING SPECIFICATTONS W/FLOOR/CEILING MOUNtINu^S: 55 1T'-10" 11•-11Y 55 lt'`t-..- -7t'-it' SHALL BE r5 INGNCJITEO ON ILWDATORY CONDITION)i2 FOR A aVrN POSITIVE A.S.D.DESIGN PRESSURE 11'-4• 11'-C 11'-Y tY-' 60 11•-4' ti'-4' 60 10'-2• 10'-tY- NOTE is.SHEET S. RATING: 65 101-107 1C-10" 11'-1' 11'-11• 65 10'-10" 10'-10' 65 9'-5- t0'-1' Ll+DETE LIAX. 70 W-6" 10•-6- 1G•-9" 11'-5' 70 10'-6• 10•-6" 70 8'-9" 9-4' Lf+R MAX.SPAN FOR WALL.MOUNTING INSTALLATIONS. _ _ L7+�-SM.SPAN FOR ROOR/CO UNG MOUNTING 75 10'-1" 1D'-/' 10'-4• 71'-1• 75 10'-Y 10'-1' 73. - 8'-9 tt D(CEPT THAT WO MOM SHUTTER SPAN'L+-OR IM'r�11A11DN5' 80 9'-10" 9'-10" 10'-0' 70'-9' 80 9'-70- 9'-10• 'L-•MV MAX03U4 ASD.DESNG PfMSA.71E RATIN:FCR FOR A Gb7N NEGATIVE A.S.O.DESIGN PRESSURE 85 9'-8' 9'-V 9'-9" lo,-b, 85 9'-6• 9'-6• IN;IAUAMONS CRO CONCRETE OR OONCIfE CLOCK RATING: 90 W-3" 9'-J' 9'-5' 10'-1' 909'-J• 9:-3C�- SKU BE LIMITED AS FOS.OWb' DETERMINE: 9'-0' 8'-9" 91-2' 9'-10' 95 9'-0" 8'-9" I- CONNECTIONS TO KEYSTONE MOUNTING Lt--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 958'-9• LIMITED TO +64,-72 p.z,1.AND 8'-0'SPAN. SEE L2--MAX.SPAN FOR FLD03/COLING MOUt(T01G 8'-4• 9'-0' 9'-Y ,00 8'-9' _ MOUNTING TI ON SHEET 7. IIISTALIARONS. 105 e'-7• 7-11' B-S' 9'-a^ 105 e'-T• 110 e'-4'- 7'-7' B'-7" 9'-2" 110 W-4• 7-7• FlNAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10 THE 115 8'-2" Y-3" 8'-4• B'-11• - 115 _ 8•-2_-_T-5' SEPARATION TO GLASS SCHEDULE M/H1uuWBETKEr't,+ -tsF;•L1 mo -• 120 8'-0' 6•-11' 6'-2• 8--S' 120 8•-0• 6'-11'_ (4)GO TO ANCHOR SCI-MULE WaH FlNAL MAXIMUM 125 Y-10' 6'-8' 0'-9• 5,-5- 125 T-10• 6'-8' ALLOWABLE SPAN AND NDGAZE A.S.D.DESIGN 130 T-8" 6'-5" 77-IW W-1• 130 T-9" 6'-5, MINIMUM PRESSURE RATING TO DOERUINE MAXIMUMANCHOR 135 T-7• 6'-2' 7'-9•- ;:=9'-- 135 7'-7" W-2" WIND ZONE sPAc1Nc. 140 T-5• s'-;i= 7'-7" 7'-6• Ido _ r-s• 5•-Ir ASTM E-1996 SEPARAT10N _ 145 71-3• 5'-9• T-5' 7'-3' 145 -7•-3• s•=s'`" TO GLASS 150 7'-2' S•-7' 7'-C 7•-0• 150 7'-2" 5'-7• 155 7'-0• s'-5• 1'-2' S'-9• 155 7•-0• s'=s' 1 THRU 3 1" 160 6'-n' 5'-2. 7'-1' 6•-7' 160 165 W-10" 5'-1" 7'-D• 6•-4• 165 6'-to• 170 61-9' 4'-11' 6'-11' 6-2" 170 W-9, 175 6'-7" 4'-9' 6•-5' 6'-0'. 175 6'-7• BD 6'-6" a'-B' 6'-6' 5'-70' 180 6'-6' 4'-8' 6' S 4' 185 5" - 6" H V B LA D E 190 6'-a• 4'-5'_ 6•-6' S'-6' 190 6'-4• -4'-5• 195 -..6--7-...-�4'-3' 6'-5- V-5' 195 6'-31 200 W-2" 4'-2• -6'-C W-3' 200 W-2" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `'N,tX1p111A1I11�LN��H/rbA i 9 2015 E%STERN METAL SUPPLY.INC. R.,......�/r'', BEWHA HVT,A A S S A Accordion Shutter System �. E C O Tac. ■ ■ ■ ■ KV aADE#1 W/CR w/o ITV Wwwv BLADE TWi TESTING & ENGINEERING COMPANY �D11CGO Shutter Systems N vaguno„ I Association, Inc. i OLD 11-192 4/13/15 O+TF: 4/13/15 A WSS N.V.31fa.St.Ste.5R1.YAGKA GFApE/6,F1pR1N J3/ �.,-,c•n�-�•- - Ph—;(JOSW1-1530.I-:(395)671-1531 4269 We9troads Drive 2 Wt..M.L— West Palm Beech, FL 33407 3 DRAWING No a •.FLORIDP-�0;. /A 7EP�A TTLUiJ1N.PL 4 15- 085 FS•"•••••'• 6�� ROROhU.B"167 5 SHEET rye, AX E/DATE 6 11 OF 20 y EI©GQDUMMHBCQDaeQaopppppp®onoDola®alongpp�plong naDoo�laD0 EINU fl IDEM©COHa8�l0a11DDCDaD�-1 Mal Ban DD 1912012MCNISS QCisBa©DOIN I in an ©• 131191=109003-8Q4CCg . a®MEr � QBnDOn© 2C00C00CQCOCll S11102aoWCloop aacecaaa'occacCocoC =02c .=01011 w �0208 QDa DHC D o ��CCCC CCCCCG El 0:25©o6GC .00002120CCCCOCC ::::::a: 11:92=102- .QCCCa mulana canna alaaaaa®®aladaaaDaaagaaDaaaoaaagapp CdOCQCA �laa a®aD��aaomaaDadadDaaan allay aainaIDa CCCC4CD C4®QCl©maaa®aano can aaanDaaaa000adid aaaaDDa cccccccc®cccacscQceaQweaQaaland gg�Caaaaaaaaoaaaaalaaag = , • ©C44CdC dOCCHCCCQdCdMINICcoa�Qa aaaaDaaaaaa0a�aaaaa R E3ggggHHHHH BH9698HBQ9960009Q9 M -clescenDaaaOa aaa 0 a 88888989889®88898HB988990®®8C88HimampMiplo ON no ;; D8®aa9a0a90aa®000E109a99090000aQ0Q0m an M4000BaC9dB4A 'f-j anaa® ®aaaana=noon aoaaQaaaaaaaagaoa��pppollaam flamomannalppppaaalaallaannolln,mma aoam all laa "allaal BC�CQCCC®daal�DDan alaOaanimal a�lDDDaaaaaaand ccc cal :Mona man Nonni aalaadaaaaa ©ccc1 cccccac 1. 1© 500mecacaaac�ia°faadgaadam a aaaaaaaaaa°� 9HHHE ®9ggAg98H8 8HG�08H49ag9DA8flag4��0g0aCa0IM an �Moaa0also _ ° 508898 6a08��9998BH0B990��9Q0aB�9�g98 � � g�°aaaaaaaa --; BCCCCOMOM aaa® adaDaaD®laaan � - ;�r :BCC000all CCCCC-allooCan aaaana®a0an aaQaDdaQpaaap BGCCCCSMI CCCCCMCI CCOCCCQCaa®a as CCCaaQaaaaaaaaaa�IaaDaaO�aad CCCCCOCCCACCCCCCCCD5Qam:COCCDaaoaaaaaaaa 111011 aaa �. - 11QC4IICCCCa000QCGacCCC. coca Dolman am allaaa d a9HHH99H9HHH9HHHH9H9HHHBHHH�HH M. . . aaaDaaaaaaaaI I 8988989®8899989998889999999 99999®M119aaao a W E3�a0Ba0fl0aa000Ba0BBBflflBfl0B0fl 000B000B®BBB 00000 o ®la ' 8 `lllnloaoap e�c11:1. 0SMoamn � aan wdlaaaa t®�CccccccIMMMac©Saonal p an aaoaaonadaalal 30CCCCCCC1MCCCCCCCMUMOQQD®anaaadla 000CCCO4cacal alloolao ®aaaallaaaa 9998g988H99HH8BHHBHHHHggg990H99998HH09C800aDaap�nallolaad .o E39898988898888998998®9999988999998888889998898899olalloon �afl0flafl08000000BBB00flBH000000Baa000fl008008000090000080000 r' 1310 Callpoommolaoalallaanlal aanaanaa allalaallalala BCCCCCCdCQ©alminaaadaa U Doyon and no an all an eccaccc 1ppcQC=1110pH�,ca can all lanpas asppaa�agppMINE BCCCCCCCCCCCCCCCCCCQB9W1 ppQ�la9aamaaa�aaaa®onaalall" ecc�ocoac000ccccoccca�o�CC©�aguano aan aaalaaan BHEH899HBAE69HB6HHE HH Q89�pp44DQ88AR NDaa�Dallaaa app o °�898888Cd888�88Agggg8A988A88�9888898898®9HQ9=logoo8lp ©00009afl00®0a8fl0fl8880000M00a00900000a9B00000a0900a890aB MAMMUM ANCHOR*SPACING (1,N SCHEDULE FOR A MEN MAX, SHUTTO SPAN- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE NOtRRWG9 4 0.&N ON SHf2T6 6&7) 1.ANCHORS W SUBSTRATE SWILL BE AS FOLLOWS: POAM 001GiFE/00110133E MM POUND OR1MM W To DRsn NG PwRED coH nm.(wn.Yo-3 W onm @WALL SILL MOUNTING ©CEILING MOUNTING H&FLOOR MOUNTING -1/4'6 TAPCON at TAPCOM WITH AOYANCED THREADFORY TECHh'GIM ANCHORS,AS MANUFACTURED BY I.T.W.WADDG(Arm.Ye m 3 A.) -1/4•r x 3/K AL POM SOLD-SET A CHORS.AS DmFBBInEW ED BY ALL POINTS SCR .BOLT x SPECIALTY COM FFM(Ira,.re=3>� (10 MM MFOE tsMM ROIs MM 17=K ARM=snow �IMM 9K PfiBLFS paw -T/a r BLUE TAP 00MO tE ANCHORS W/ow AS MANUFAC AIRED BY FL MDA FASTENERS CM=.INC.(W-1'.-2 k.) 30 b 6G, 7g W 112011CO1205 30 40 1 fA I 75 90 121 160 29S 30140 73 1901120 160 203 TAPCON -1/4's TAPPER+ANCHOR$AS IL4a'JFAL'Tm BY POWERS rASTEREm 9D•,AD DISTRIBUTED BY 101 FMM SCREIV.EWJ&SPE::Ikw t4 12 O a B 6 4 12 10 B B 8 6 14 1 10 9 8 8 6 G TAPCON WITH ADVANCED COURANT OR AHI'OTHER APPROVED UC06M OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER'YS704 ASSOCIATION.tw- 3•-0' 14 �10 9 a a 6 a 14 12 f0 -Sr8 e B 6 14 1 2 10 9 8 'B 6 B TILL POINTS TOLID-SET (Nm.Yc-3 ku') OR UM 14 12 10 1 6 8 6 6 N 12 10 B a a 6 6 14 12 10 9 0 0 a S ill.TAMS SOLID-SET 14 12 f0 6S 7 12 f0 9 0 6 6 6 19 a 4 12 ,0 9 I- 12 t0 0 6 7 1! 12 10 9 8 a 6 B 14 12 10 9 e B a 8 BLUE TAP W/CAP �� D 0 6 14 a 8 6 S iA+PER+ A7)ICNWLAI DMEDMENT IMO POURED CWKAEI'E OF TAMM DR TAPCON WITH ADY44CM TWOWFURM TET]MO.OGT ES ANODAID TAPPER+ 4•-0• 14 12 10 9 a 9 6 0 14 12 10 9 8 8 6 6 14 12 10 9 e a 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TM W/CAP ANCHORS IS 7 1/2•. 14 12 10 0 a a B 1 4 N 12 10 9 8 6 6 45 14 1210 0 1 B 6 4 33 A.2)MAI.IW SuBEDYFNT OF 1/4'0 11 3/4'ALL POINTS SMJD-SET ANCHORS SHALL BE 7/8'INTO ME POURED CONCRETE.No FS EIMMENT T.-12 20 9 a a 6 14.5 14 12 10 9 a 0 a 5.5 14 12 10 B 1 B 8 6 43 INTO STUCCO SHALL BEE PERNIT77/.1/4'0-29 S.S.MAOYJ4E SCREW USED MWL BE 1 1/2'LONG WKNW SHOULD STUCCO EfUsT,AB t4 12 10 9 73 •+_5_33 - fa 12 10 9 a 8 6 5 14 12 10 99 J 35 4 *=,= Is 1M 0-06 1•MURFOR WALLS WITHNO STUCC. S•-0• 14 12 10 9 0 0 6 6 N 12 10 9 0 a 6 5.314 12 10 01 8 6 6 143 14 12 10 9 a 7 4 - 1 12 to 9 0 6S a i5 14 t2 IO 6 IM5 5 33 3 A.3)IN CASE THAT PRECAST STCRE PRECAST CONCRETE PANICLS.PAYERS OR ANY VENEFA BE FOUND ON•AHE EXISTING WDLL OR FLOOR. 14 12 10 9 0 75 4.5 - 14 12110 1 9 1 6 8 6 43 t4 12 10 9 1 8 6 4.5 73 ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SO WAN.FINISHES.ANCHORAGE STALL BE AS INDICATED ON 14 12 93 73 65 43 - - 14 12.1101 B 0 75 55 4 /4 12 10 D 0 0 a3 3.5 tBRE..At)&A2)ABOVE.FOR INSTALLATIONS ON'VIr1L SIDING OR BFS WITH OR 1VIfFUIIf METAL SPAS CORWLT THIS DIG94ML FOR 14 lx l0 0 a 0 8 I4. I2 10 0 8 8 6 S 14 f2 10 9 0 635 33 IhST/LlAl10N INTO MWITH PETAL STUDS SEE SHIT 20. 6-0 lA 12 10 D JS a.5 3 - 14 f3 10 6.5 7 83 4 ] 14 12 8 a3 53 4 3 14 12 1tl u 12 fo B a a3 3 73 14 12 10 da e a a - (B) TO DUSTING CONCRETE MOM(ASTM c-90) 14 12 8 0.6 15 3 - 44 12 10 D 1 a 03 43 35 14 12 19 B 7 5 1.a 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREApFORN TECHNOLOGY ANCHORS,AS M41UFACTURED BY I.T,W,DUODEA. is - t0 D 0 0 - - 14 12 10 D a 7 3 4 14 72 t0 9 75 33 4 3 -1/4'6 x•3/4'ALL POINTS SOUD-SET ANWORS,AS LUTED BY ALL POUTS SCREW.BOLT C SPECJa.TY WNPANY, '7'-0• 14 12 10 6 s3 ♦ - - 14 12 9 75 6 43 33 - 14 AS 33 4S 35 - - -1 4 BLUE TAP CONCRETE ANCHORS W/CAP AS WNUFACTUR D BY RDRM FASTENERS BERM,W. 14 12 10 a3 7 4 - - 14 12 110 9 75 65 4 - 14 12 0 ] 73 43 - = -1/4'6 TAPPER+ANCHORS AS MAAIFADTUBED Bf POWERS FASTENERS,M.AND DISTRIBUTED BY AL POINTS SCREW,BOLI JY SPECIALTY 14 11 7 53 4.3 - - 14 12 t0 B 75 53 4 - 14 12 9 7 . 43 1 _. COI/P.WY RSR AW O'I1'3R APPROVED LICENSED OR AU1HOREEM VENDOR REGISTERED WITH TTG AMFAICAN SHUTTER SSTEWS ASSOCIATION.Ma. 8'-0• 14 1 2 Itl B 0 65 - 14 12 10 9 5 6 4 - to 12. 1 8 CIS 6 3.5. - NOD.,.•` ..._..,.._..-- .._._ _ 14 12 63 7 SS 3 - 14 12' 8 65 55 { 3 - 7S 93 -a S 4 3 8.1)1aNuum D. mvw INTO CONCRETE Effm OF TAPcoK BLUE TAP W/CAP ANCHon AND TAPPER+AIDmIS IS 1 1/4'AND TAPCON 14112 93 7.s I a - - - 14 12 BS a W 3 - - 14 12 1 a 6 GS 4 - VM ADVANCED THREMFORM TECHNOLOGY 04MIM S 1•. tJ 1.5 63 6 4.5 - - 14 12 101 a 65 6 - 14 12 9 65 5 4 9'-0' 14 II 10 9 -0 - - - 14 12 10 0 73 43 - - 14 12 6S 7 S.S a - - 8.2)NBUIW EINBEDMENr OF 1/4'6 x 3/4'ALL POINTS 5pJ0-sEE ANCHORS SHALL EE ENTIRELY EIMMOED DRO THE COMRETE mom ND 14 IS 75 B 4 - - - f4 it 7 55 S 35 - - 11 a ss 45 3.3 - - - EMBEDMENT INTO STUCCO SMALL M PERMITTED.1/4'6-20 SS.WZKVC SCREW USED SHML BE 1 1/2•LONG MUP.MUM 1SHMU STUCCO 14 /2 B LIS 4.5 - - - T i2 U 7 DS i - t4 03 7 53 0 45 - DOST.AND 1'LUMULM FOR WALLS WITH NO STUCCO. 13a5 63 4 - 14 12 B 7 6 4.5 - - 14 11 7 99!3 M. 10'-0' 1! 12 10 0 7.5 - - 14 12 10 a'!i3 3 - - 14 12 8 6 5 4 - B3)IN CASE TENT PRECAST STORE.PRECAST CONCRETE PANELS,PAVERS CR ANY VENTER BE FOUND ON THE FJOST7NG WALL OR FLOOR• 14 / ] 5 J.5 - - 13 93 a3 5 4 3 - - 10 75 S 4 S - - - ANCIVIRS SPALL 13E LORD ENOUGH TO REACH H THE WUN STRUCTURE DENOD SAID WALL FWSfflS.ANCHORADE SHML BE AS INC TED ON 14 it 7S 53 - - - - 14 1151 9 6 5 4 12.5 95 8 S 4 4 - - lYIJE$8.t)h B.2)ABOVE,FOR INSTALLATIONS CH VINYL MM OR BFS WITH OR WRNTJUT METAL STUDS CONULT THAs CH NEFIL OS 8 5 - 14 12 8 0.5 53 4 - 11 70 GE 6 4 3 FOR 9NSTAIARON ARD BES WHIN METRA.STUDS SEE SHEET 20. 11'-0' 14 Ti f0 - - - - - 14 12 9 7 6 4,3 - - 14 103 7 55 43 33 - - 23 93 12 9 6 45 4 3 - - 9 7 43 33 3 - (C) AICNNGLS SILO..BE INSTALLED FOl1DIMNC ALL OF THE REC01fMEfJOATtCNS AND$PEOFICATAHS Of THE AHCN4ORS MANIFA'CIURQL 1410 7 - - - - - 14 f0S 7 53 4S - - - 13 BS 5.5 4.5 711 - - - 93 7 43 - - 1• 13 73a 3 - - 12 9 0 43 -4 (0) SEE SCHMXXE BELOW FOR EDGE DISTANCE(ED.)VEIMIS SPACING RELATMN516P FOR ANCHORS. 14 12 1`0 - - - - - 14 12 6 a3 53 - - - IJ l0 CIS S 4 - - - EDGE DISTANCERSI S PACING,SCHEDULE FOR ANCHORS, IS a5 45 - - - - - 11 6 3.3 4 33 - - 8 0 4 3 - - - - MM=U ANCHOR SPACINGS ARE VAIN FCR EWE 04fS TANCINDICATED M".FOR E.D.LESS TRW INC IOZATM.REDUCE:ANODR swm 35 95 e - - - - - 13 BS as S 4 - - - 03 8 S 4 - - - - BY MUUIPIYM SPACING SHOWN 04 SCHEDULE BY THE FOLUX"O FACTORS. 0 63 - -1- - 14 1= 7 53 45 - - 11 e.5 55 43 33 - REDUCED SPACING OBfARNED USING FA-TOR NOT BE LEM THAN UMUM SPACKS I DCATED FOR EACH MICI=TPr 13•-O'14 12 - - - - - - 1. 113 75 6 s iZ B e 43 4 _ _ _ FACTOR OS a - - - •. - - 10 75 5 ! 3 - - 73 53 4 3 - - - - BiUE TAP W/CAP 23 CIS -- - _ _ _ - 12 9 6 45 4 - - - 93 7 S 4 - - - EDGE TAPCONTHREAL POINT SOLID SET MY.SPACING 8 6 - - - - - - 1J 93 63 S - - - 0.5 73 a 4 - - - - L DICTANCE _ 14 12 - - - - - - 14 LDS.7 5-5 - - _ - 7i >13 i15 !.5 - - - - E0. ION.SPACING-3' MIL SPAf3NG-]' MUT.SPACING.3 1/2 WNL SPACING v Y 3 S/4' 4• t9 7s - - - - - - a 7 u u - - - - i 5 u 1 - - - - 1 HV B D WL Na a%Or.771 orD�EIE Bna a P CONCRETECONCRETE BLOCK a POLICE)HnDL�OXCIM am 13 B - - - - - - 11 a 5s 45 - - - - 9 esu - - - - IN-Hy MH.,y. 0-x EO.2 1/Y WL EO.31 LFR EA•Y HN ED,a I/1' Ea.2 t/r J4 - - - - - - - 12 9 a - _- -I- _ B0.5 a s - - - - - BLADE WORKING 31.0 1.0 9?41.0 0.84 1.0 LS'-0'14 6 ' 1D 0.67 1.0 s - - 6s 5 s - 1N UNISON♦ 2a3 - - - - - 9 a5 43 __ - - _ 1 3/4- - - - - 0.43 IB-0 TA-_ _ _ _ _ _ _ 2395 6 _ _ _ _ TO 73 5 - - - - e - 4S J 1 1 2� 035 pig - FLORIDA BUILDING CODE(Non High Velocity HUrricane Zone N TIC(/T'rif.1 2015 SWUM NEPAL SUPPLY, INC. OENSf' /� �R �+ pp BERTHA HOfTM -�-� /yam ar7�iy■ �` '-- /1=LTE 1 E C C9 E c Ac• Accordion Shutter System _ i�•_= KV.Bi1DE�t w/CIT W/O►Lv VANODW LiAOE � American ShuHer Sysfems .0=1159 PATE ORAS sc u1 STATE Of 3�` TINT TESTING &ENGINEERING COMPANY Association, Inc. I CLD 11-192 4 73;25 DAM 4/13/15 63"N.W,UAL s m_30.%=-GMXM NDAMA 331 / ITees;(J05)871_7530.F.;(3rs)s71_15aH 4268 Westroads Drive : Oj(C'••., DA .'�U�\`` 4-ma't I,-cup.y,canl West Palm Beach• FL 33407 3 DRA'NtR3G NO S/ONPO-��.A�`° WALTDRA.T.W Jr P.E 4 15-085 P.E.AF�E'kCJSf��iA7URE/DATE F` "L°` "7G7 a sFii3T of 20 a � o u a ^T' la r'3Y kln a � � s � o $m Oac I O � im "L j w as Ld a as w 0 8 mvn .-aP, 1"zF odw to m u U�� Z � �Onnn.lm.nnn V.Invll 1'..11.1 llm�lll�lilj•III�IILII I.Illnl ril li � ���-n� Cu Bnpnnn�Dminennn Rny�nn .{.nll.inl lnlltlnl 11�111�1 I I.Ill.lilg nll Z4oQ6aty= nnnnnln..mann�.an.n.n .V�nN+.I a�I tfN. ^nn 1 1 n I 1 1 ......nN.hn•2nnn.nfnl.an•�n out n•.n.n•Inl I InI t �3^ A,I 1 �� »n.» Y .�naa....nn. ntl nan.D.» nlnl.ln Yn.�� A nln n,�.`�.,�ny"f nnv.an',�y1 , 1 J t, m ]q. �gnnif fk nnn nnn nnn.a.nn•t..445.....loon �( r n.in4-Io.nnnna.nnj..nnn anlNn.nn...an.nn.nnn n. ��• Ra.nnntl.gnnnvl ...!.nn A... n.anaaai.Hannon!tlnnnnn.lnlnlaann.nnn.nn.a..nnnnnn �i n'anyn.��ln•�.I n i I I D I 1 1.1 1 do 1 ?h 1 1 hll11 I I I oils! l i l l l t l l l 1 1 1 111 1 ~ WW 4 n w n r a n a n y-k I MAN I n n l i n l 1 1 ml1 1 1 1 I 11�I l l n t 1 1 I I I , I 1 1 1 1 1 1 1 1 1 1 `\\\\\\\` y' 8y 1nnnnhnln n°�n nnnn�p.nNnnnyYlh�l i^III�n111gI I1�i 11Vlilll lln�ll `v� T•'���� IGpLJI nn pn nw hnhnn h�nnahVn-.Inam.nnagnnye1A11ngI1n 111IM1, ti. u.Q,•.2 Y:n IN wl.nan.n'�h.inn pa�w'"�pyn.a"g.Ya'�ny`,�nwl'��.Innt /Hilt •�; � �? ly= on nwnnnr n....nlnnnnn nn'�n nn NMI.nen n w wwwrnn,n nnnnn n nnnn nngqn nnnno-nnwnnnnnnnlnnnnnnn1nn %�/� •• �'.•'• �i\� to y F 1^:mmanl...1 tn�llllni 1 ,'1 , 11 llll , tlil ,tl111 11111111311 , 111111 '''/, p�\•\\`\ l+.} �1Dn Rle��na in',"�nla.11'��11.•�1 I I01 .Ilio, 111.111 it III 11, 1 g4�D� 'Ip'I.h na.a.nn•ygn K' ��p A•�Am ?p mF tl.�aw��amM.n�a��.ny V�n,l•�. I i�1°�1 1 n,"�lil 1� ---Pjv--^Ihn.AtoDa+ml unl gnlg9Y p-1°�Vnga✓p�a»n�_.i✓���lnn..�frq'I M .A.f•-��.�-'A...A^-IAp 2..A..dOC'6pnnm "6^"b:D pw.I.iadyn.gi.fY"uvtiw y� n.yY n}� A"-===1avvc1V� pP�^�ps2��amsa?gaap�ga'sa^�q�a^".qa^ Vvo«V_uVvwwVh�Vv_s_V�I�a��Va=Vva��I�goaainA�aaaP�mtlaaqF b p do-p glgqq.... mo pm nD 1�1I IIll 11111111 IllI11t 1 lit Ill 11111111 ( 1 p �p Ad-q 1-41-g q m p p o q D a m p q�n o p t l l l t l l l 1 1 lit 1 1 1 1 Jill 1 1 1 1 l l l l l l l l l - GGGGiaaa V�p g q q q m m p p p D q q D q p q q D ml0 O D g p p p p DlD 1 1 1 1 1 I I I 1 1 I 1 1 I 1 I 1 I lit m........q ...Do tlOtlgD O...m .q.......ppm111111111111 Q( O OIP P P P A P o o P P .............. A�P 1 1 1 1 1 1 1 1 04 000000000 000 - Dl0^ _000 _ oil �a 4�- o 0 0 o p 'q -9 � •4 4 $ -4 •4