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Home My WebLink AboutProduct Approval 5/21/13 Florida Building Code Online A A06da Depart mnt! SCIS Home . Log In i User Registration Hot Topic Submit Surcharge Stats lk Facts Publications ! FBC Staff i BCIS Site Map Links ` Search Busines @sst,LBuslnproduct Approval USER:Public User Regulation .m Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL389-RS Application Type Code Version 2010 Application Status Approved Comments Archived f� Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emil Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r 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 12/31/2013 Validated By John Henry Kampmann Jr. r Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwD 11-192.pdf 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 Florida Licensed Professional Engineer or Architect FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL.pd Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 wv6w.toridabuilding.org/pr/pr app od.aspx?paranr-wGEVXQwtDgvYYHH2vJv,53MwsXdCOtOX3bENFONlQQc%3d 112 5/21/13 Florida Building Code Online VdLC Vd11UdLCU 1L/L1/4u11 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL* Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 I Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)- Drwg 11-190 4 bottom)for storm protection Limits of Use j Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwp 11-190 ASSA.odf 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 13'-0"for 40 p.s.f. FL389 R5 AE oroduct evaluation drwa 11-190.odf ASD negative load the HV3 blade w/o window blade,5'-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks (top and Only- (Non-HVHZ)- Drwg 11-192 I bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwp 11-192.Ddf 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 FL389 R5 AE ASSA Productevaluationreportdrwo11192.1)df negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVI blade,W-0"for+64,-72 p.s.f, load for HV blade for Keystone mountings 7'-O"for+75,-75 p.s.f, for I metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter COMBO- ;Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)- Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS II ASSA DRWG 11-194.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwo 11-194 Ddf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively Back E�ext contact us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 dick hem. Product Approval Accepts: cih- sccuritynurrx7cs ` t vwm.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgvYYHH2vJ%rZ3MwsXdCOtOX3bENFONlQQc%g3d 2/2 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)MAS BEEN VERIFIED FOR COMPLIANCE LN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING COD_NIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. CESIGN WIND LOADS SHALL Be OETERM19ED AS PER.SECTION 1620 OF THE ASOW-MENRONED CODE.FOR A BASIC WIND SPEED RECUIRED BY THE JURISDICTION WHERE SHUnER WILL TABLE. -OF CQNTENTS BE INSTALLED WITH A DIUCRONAUTY FACTOR KC»O,SS,USAG,CSCE 7-10 FOR LNSTALLArICNS UNDER 20110 F8C AND SHALL NOT EXCEED THE TAAXIMUM(A.S.V-) DESON PRESSURE RATINGS IN'C,'C:TED ON SHEETS 71, Q. 13, 14, 15, 19&20. 1 IN ORDER TO.V-MFF THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS CETERMNED PER ASCE 7-10 S11ALL BE FIRST"REDUCED TO A.S.D.CESHCN W-M LOADS AREA 1: HV BLADES(1) BY MULTI-LYING THEM BY 0.6 IN ORDEAO COMPAK THESE W/MAO(.(A.S.D)DESIGN PRESSURE RATINGS IN=ATED ON SHEETS.11.12.13, 14, 15.19&20. GENERAL NOTES 5FI£L`T Y IN ORLCR TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR RIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WNO DURATION FACTOR CD-1.50 WAS USED FCR VERtrATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V,ACCORDION SHUTTER SYSTOo S AD£OUACY FDR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VMM. UN ACCORDANCE WITH SECTION TGC°.12 OF THE A9015 MENTIONED CODE AS PER ATL REPORTS TYPICALyyUTiER ASSEMBLY 7E-44 SHEET I YNCM.WNCOW SLA•DE&WINDOW DETAIL -HV CLADS 0 10214.01-03,10715.01-03,110041.07-05.11214.01-05,j0317.02-055.¢0609.01-10 AND)(0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-7888 AREA-:2: HV BLADE(1)AND IN MND O>"t SLAOE�. AND E-1996 STANDARDS(PASSIVE LEVEL D,WIND ZONES 1.2&3)&112213.01-10 AS PER TAS 201,203&2203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEa -I4V VMD37!BLADE 0 10505.01-08 AS PER ASTM E-1886 A%D E-1995(MCS!LE LN1 D,'MVD ZONES T,2.3)SEEK PROTECTION ONLY AND/0725.01-Se AS PER 17S 202 PROTOCOL, TYPICAL SHUTTER ELE-Ii ON:&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CCNCRT/9LOCK SHEET 6 2,HV BLALG Oi APNp HV'MINDOW BLADE 9 ARE.ENGINEERED TO WORK 114 UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 13 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR D,TLC`i 1tQINT C0.`ANECTtOH 70 TRAtxS<Ji4LL BE}'14d.7S'AND p14.1,1 RES�ECOVELY,410-Hi MI.VLVUN SERFS CENTERMATE DETAILS HV SHEET 8 STALN'LESS STEEL SCREWS WITH 135.0 431 YIELD STRENGTH AND 180 401 TENSILE STRENGTH.PINS SHALL BE COATED WTH BERTHA HV OACROSHIELD TNG SYSTEM AS MANUFACTURED BY APPROVED CENTFRUATE ALTERNATING DETAILS HV SHEET 9 COAM:0 APPLICAIORS,REGISTERED WTN AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS LRLST BEAR THE HV MAR;ONG ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION.ALLOY AND TEMPER AS INDICATED ON SHEETS 2 hN0 3.MINIMUM YIE D STRENGTH FOR 6063-T6 ALLOY 15 30.0 k.;AND 35.1 Mai FOR END CONNECTION DETAILS 1-6,CONCRETE/SLOCK SHEET 10 6005-75 ALLOY, VAVMUM SPAN TABLES SHEET I1 ANCHOR SCHEDULE-CONCRETE&BLOCY, SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSON RESISTANT COATED CARBON STEEL AS P- DIN 50418'ATTN 50 hi LIEN.YIELD STRENGTH AND 30 kat N':N.TENSILE STREKC114. ANCHOR SCHEDULE-CONCRETE&BLOCK SHS 13 AND SHALL COMPLY W/FLORA SULI LNG CNE SECTION 2411:3.1.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET;q 6.BOLTS TO BE ASTM A-307 C.AL.VAW20 STEEL,CP.NSI 334 OR 316 SERIES STAWLSS STEEL PATH 35 k4I WINIMUM.YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FCLLOWiNG SHEETS FOR ANCHOR SPECIFICATIONS:ALU BLADE 0: 12.117,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q�&0 WCRI47NG L1 UNISON:12. 13&15.- INSTALLATION DETAILS S-X,1 WOOD SHEET 17 END CONNECTION OETAt•S 7-12&X,WOOD SHEET $8 8.THIS BERTHA H.V.ACCOROKIN SHUTTER.SSTEM SEARS A U.S.PATENT 1O.779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLZ OR IN PART BY U.S.-PATENT 15'4SS:179 SSUEO 1.0 EASTERN METAL SUPPLY,INC, ONL �A S.IT SftAll BE ME RE5PRESPONSIBILITYRESPONSIBILITYOF N£CONTRACTOR 70 VERIFY NE.:KIUND.'N£SS 0:•7HE'5AtUC,TURE WT{N.RE SHUTTER IS TO BE=ATiAOHM TO ENSURE?ROPER AiCHORAC>r CONTRACTOR iD •CAUAREA 3, W WINDOW BLADE Y," ALL SHUTTER COMPONENT EDGES WKCH REWAN,NRU FASTENING IN GONNA Nd1OUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL.SHUTTER A-RAT(OAt SKEET 19 10.EACH UNIT MUST WAR PERMANENT LABEL IN A YS8LE PLACE WITH WARNING NOTE:DURI%t PERIODS OF HURRICANES WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO CENTERMATES AND-ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA STT HV WINDOW BLADE M ONLY 11.SHUTTER!,ANUFACT'U.RER'S LAE-G SHALL BE LOCATED ON A READILY V%12,E LOCATION AT ACCORDION SHUTTER IN ACCCROANCE WTH SECTION 1715.8.3 C"FLCRICA BLILDiNG COOS.ONE LABEL STALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EYVrf OPENING, LABELING TO COWPLY WITH.SECTION 1715.8.2 Or THE FLORIDA BUILDING CODE, 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLAIMN SHALL COUPY WI7H SPECS R'Ct:ATED IN THIS DRAFILNO PUSS ANY SU,=NO AND ZONING REGULATIONS PROVIDED BY THE JURISD:CTtON WHERE PERMIT IS APPLIED T(L 13.(a)THIS P.E.D.PREPARED BY THIS EMGNEER IS GENERIC AND DOES NOT PPWDE INFORMATION FOR A SITE SPECIFIC PROJECT;i,e.WHEn THE SITE CONOiTONS Dedc-E FROM THE PEO. (6)CONTRACTOR TO BE RESPONSt E FOR THE SELECTION,PURCHASE A14!NSTALLAMON INCWOPIG LI=E SAFETY OF THIS PRQZUCT,BASED ON-.HTS P.E.D.,PROODED HE/SHE DOES NOT GEM:FROM THE CON01T10NS DETAILED ON N;5 COCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S R£SPONSIRLITY. ' (c)NS P.E.D.WILL BE CONS!DERE0 0%IAJD IF ALTERED BY ANY MEANS. Id SITE SPECIFIC PROJECTS SHAIL BE PREPARED BY A FLORIDA REG,STERIE)ENGNEP-R OR AYH Tt-CT WHICH WILL BECOME THE EN31NEER OF RECORD(ERA.)FOR THE PROJECT AND'AI O WILL r RSPONSeLE FOR THE PROPER USE GF THE RID. ENGINEER OF RECORD,ACTM3 AS A CELEGATEO EENCIN-.R TO THE P.E.D.ENGINEER SKAAL SUBMIT TO THIS LATTER TnS SITE SPCCt=C OU'AINGS FOR RMEW. (a)THS P.E.D.SHALL BEAR THE DATE ANO ORIGINAL SEA-AND SONATI7RE OF THE FR.OFESSiOM E:NGNEER OF RECORD THAT PREPARED IT. FLORIDA BU('.DING CODE(Non High Velocity HLirriccne Zone " 0 2011'EASTERN METAL SUPPLY.INC. ...1C EN =�o , . BERTHA TTA' CJ Accordion Shutter System EEc. ■ ■ ■ ■ TLV.t'§S��}1 W/OR W/0 fi.V.4NN?7N BLADE American Shutter Systom3 N DcsxlnaSH DATE DRAWN 1YI A TILLITTESTING &ENGINEERING COMPANY A3SOCIatIOn, Inc. t 01.0 11-083 11/25 11 OATS: 71f24/71 STAiF FT t a-.0.!4 .SL.21.=1 vrauA 6A s.na zu:s1ss F.k I(3c5)671-»:I 268 F4estrocds Drtve 1 DRAWING No a nam71G.ma+ N7est Palm EeOCh, FL 33407 3 11-192 6\%11 L rAuoRmDA W�%4067 e SiIEET OF 20 P.E:SEy I, fjnff�/DATE �� r4 Fd0.�0✓C.44� .v YbR1ES 491' to � � �., 's• a rM�.. '•� ,�_ ,sMM• t +'1 4.857' '10• r 1 HV SOLID BLADE n' I0 HV 90'1180• STARTER COVERED UNDER US PATEN # 545a179 -� t� QUALIFIED FOR USE W/ UAUFIED FOR USE w/ w eLA I C4`'jHV DI,RErt MOUNT HV BLADEt7 1A. HV WINDOW 9LADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR U5E W/ HV 6063-T6 ALLOY AND TEMPER. =.£ LIMITATlON� - - a .DE ON SH 19 SLADE(1) ® �p• 6053-Tfi ALLOY A[Z�JD TEMPER 6063-T6 ALLOY AND T .. 3.228• ; 1� a 24t- 085' 3856• E "I 'i' 994" ','.o" .670• .__.-I o ti 423 °.1,•$-=��'F,� � �.�•I ,092' , okra' _ ao72 0HV ADJ. ADAPTER041P }+9zD S r 3.$28_.x. QUALIFIED FOR USE W/HV n HV ^K—OVER TRACK eW'E(j �,./ OUALIFIED FOR USE W/ HV 9 HV TRENCH?RACK :—I I-.zss• }�-7� t 6HV ADJ, FLOOR TRACK 6063-76 ALLOY AND TEMPE c QUALlF1ED FOR USE tY HV 3LAAE ? OUAtsflEp FOP. ONLY, , HV 0063-T6 ALLOY A, YEMRER 1 GLADE Y AND T 1O UAU ED FOR 41 E V •' `Q - I � 6Db3-T6'ALLOY Ar,O TEMPER OUA>yF1E0 FOR U E W/tN 60B3-ib ALLOY At10 TEMPER VARIES q auD t VARI'v^ 1.9:6' 6053-T6 ALLOY A. TEMPER 093' �"�j Tn mj .J07 l I I � C93• �-- � .729' `� 6.,$704, 106• � ��. I :0711 ' 52h t 3.519• A 1) HV-CEI NG HEADER 1�2 NV HEADER/SILL ,31 HD C£IUNG HEADER/SILL - 0 LIFIED FOR USEE W/HV BLADE 7 ONLY, QUALIFIED FOR USE--r./HV SLADE ONLY '� (� 6063-T6 ALLOY AND TEMPER QUALIF+£D FOR LISE tr/HV eIADE(i ti ADHD WALL HEADER/SILL SEE SECTIONS FOR VAUDITr-. SEE SECTIONS FOR VALIDITY DUAL FIED FOR USE W/ HV 6063-T6 ALLOY AND TE4?ER 6063-T6 ALLOY AND TEMPER GLADE Cl)ONLY. 6063-76 ALLOY AND TEMPER I rit =AF^NDa A 6 Ti T2 Y t • i ,i t• f• 1062• I ( 2• 5`MAk.4 I/B" ijB' }• 3'-Io-4 3 .' (S'VAX.,C 0.192' 0.792• k (1-6, SIDE ANGLES 6 e C'UALIFIED FOR USE ,N/hV 19 ALUMINUM ANGLES 2s" 7•WAX.,0.150" Q.,sD• I2Q )ST � N LIALIFIEDD FORRUSE W/ HV @LAOS CUAIJ=3ED FOR USE lV/ HV _. ..----- BLADE 6063�T6 ALLOY AND TEMPER SLADE(DONLY. 2" IS^UAX.j 0.139• O.ut 6063-76 ALLOY AND TEMPER 6063=6 ALLOY At4D TEMPER { FLORIDA BUG!0!"vG CODE(Non High Velocity Rurrlcene Zone; 02011 EASTERN METAL SUPPLY,END. A. al �`�+"�' Accordion Shutter System TiLUF TESTING&�x�E®NCNCOMPANY IS m S,Aa KV-F � #1 %V/04V+/010.aNS V 6Y.ADE 0' .167 Amorlaan Shutter Systems v Or: CAssoalatlon. Ina. OLD 1,-063 11/23/11 Mate: 1/2/1QY•3 Y.W yF.rMS:..SA..Ya,YSM!t:A^tQsYfiSP�!GGA:a116A+---STiFFE4}i— Prae:{3Qs)g21-fen.rc.:(3 ys7t-u31 t Pal Beat , Lrive9a--P:erz Ce.L:a , DRAM:NO P:0 Q Es-aocc7+9 Nest Pafm EeOch, FL 3407 Rta•.: 1 11-192 WFFLOR;IA L 0144167E SHEET H 2 P AOF 0 : �yb /DTE a,6yY 92 f 4'-IOaI 7 74• 2297' , t/61-20 r-ME UST J45' o S a' i KT,� TNBEApts 110=4ErAY 2.291• .o i ''� SSAL9, i O4ZD PAN= 1/4,20°,t•. (2 SVP.) oEllIrous.0 cwva' o �I eAxO PAvTEp 0 I e ^,� I • 1Z ' 1.45• • . �� ,{ .318.-, I HY CENTERMATE �._ I -art-1 a_ PLATED) UA IFI oR usE tr/ rte eLro:0&� RMATE QN �2}HV FLOATING CENTE �' °�` ' S SOCK HV EGRESS LOCK 6061-TE ALLOY AND TEMPER CUBED FOR USE Yr/ HV BLADF_(tj)&6 ONLY °Q?"� 3.023' ?x'I m QUAUFIED FOR USE W/HV OUAUFIED OR USE V✓/ HV 6063 TS ALLOY AND TEMPER �' BLADE(1)8.12 ONLY.. ° t & ONLY. WAUFIED FOP. USE W/HV 8 E 1 ONLY -.,t-.25o"0.0, 2.87A• X816' i 6065-T6,<+3oY AND TEKPER Pins^ ._Ay ,� •.,IStB" TO -..1 ;.p+5• .s2• kA BEST •�'__ �,; Gd n i 38a•AFTER R ING .825' '� $I ( a •�'Odj 1/4"g-20 xY3/4" eercRE.R-Erwc V' mI S.S�HU�Ifl9SCRE120 RIVNU E 11444 ALUteNLPA p <-n u: oxov}LARGE Rcs PuvOs 1 I_ 2.T5o E z.7u _ + 3 ez2 sT NMEM.PART Dasa As ew uvan R o er Aver P-94 '" .P_NT ELEYAT44 8 HV MALE "T" OgK CENJERMATE�� i a aaO• k '`"") CMERFw TDaMN,PARSPPEW,nv d'zLwr a7C5t CR AL LOCKER FOR "T" LOCK CENTERMATE QUALIPEO FOR USE W/ HV BLADE(L)ONLY 'E.'� HV FEMALE "T" LOCK CENTERMATE fi "T" LOQ HV ALTERNATIVE LOCK 6063-T6 ALLOY.AND TEMPER QUALIFIED FOR USE QUALIFE1ED F0 USE W/ HV OUAUFIE6 FOR USE W/ AN E+TEMPER DNLY OUAUFIED_FOR USE Vt/ HV TEMPS I�ONIY V! HV-2LADE(}1 ONLY, BLADE II ONLY. 8063-TS ALLOY AND TEMPER 8063 Td ALLOY AND TEMPER- / o _ i 'J56V ' .G53• .a32 if ? J, ,„f I L711,WBTUe'U. !!!"""""'-•"' '-RIL... CYLinOER OR 3 F 144'wit a' ) [xgKEY C1LN0<Y. I d 4 M Giy r � , r^ c ""j^ �. 0.6)5'Nfi, az c LOCKING ROD '°5 d . °.. OUA_l l fE UA'/ W BLA cam)& U) OU. FOR USE OAU W/HV 8 1 & ( i o1-TB ALL`;OY AND TY.M ER c @oa' 6063-T6 ALLOY Atop TEMP.At HD CENTERMATF'S IRT r uh 12"r✓st_ 011ALLIM FOR USE WJ HV v+_oADE(I&Ctj AND (SEE OtTWJ .GREAS. °'I t7 'Ll.7 (Sff A SJI L. Doi AKEY 15' +i Cvt.Vu@cA. ® LOCKING ROD A "I 375•0 _ t/°�0 HD LOCK QUALJFIED6013 FCR USE W/ F;rJ BLADE 6063-Td ALLOY AN TEMPER 66 HV 3/ c5-18 A�BL4CEt {37,+ HV 1/4" T�-20 AISI 304 BY RECENT tiARO'tiARE ltORiix'LOCKS 5cR7E5 2331 NOyO��Ky DOLT LOCK. r15`INSTALIAVION WILL REQUIRE A 7/16" H 'THUMBSCREWS 'SERIES S S. THUMBSCREWS QUALIFIED FOR USE W/HV aADE( & G UILLED AT TRICKS FOR PROPER EM^c-EO!_NT OUAUFIED FOR USE Vt/ K } QUALIFIED FOR USE W/ fi/BLADE�t FLORIDA BllII:DiNG CCGL(Non High Velocity Hurricane Zone t1,117�f R A. rt�1+`,,, 02011 FASTERPi METAL SUPPLY,INC. 8 HA .- _ I L Accordion Shutter Sy Z____TE c_o , stem ■S S■ ■0j 7 HV. 3ADE#1 V✓ OR%V/0 HV. =.V aADE American Shutter Systema vvw it., ai=41Pnom DATE I CRAVN tri, na. L. ,711 71LLtT TESTfkG EN GINEERING COMPANY s:<.30,to wA„r.=ll flx, .A aNd5 ASSOCtatiOn< Inc. t fs;.0 11-OBS 17J2?f71Etc ti/2.9/71 Phe< {as)s71-1 30 ISdsE7+-+531 4268 Westroads Drive 2 DRAWitdG NO ZORIDt• ��` - °"t'°ccaa.rxn West Polm Beach, FL 33407 3 _+ass,........•• �tCt+Ltl WALTER 0..,T J*,Jr P.C. a t i—192 TllF', /OATS YLORaA Ll.g 4410 s SHEET e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR f HV Q HV A 3/8�� tx'1/1N, IE Wa ICE 41 Ta RLAC P Q525' �ac �� E�oE ,a .IaTs. -{�i� (D HV ELAD: t 1 1"1 Eszs- .os25' ! ® HV BLAC7_ to 1 €? I s7s Y 1 I 1 � arADEs HV LONG RECESSED NYLON BUSHING 1 1 f Kt vRypextE� �'� o.Ca2 ® HV SHORT RECESSED NYLON BUSHING ` R1,7 4H NYLON NAT WASHER •�,Q OR ( � �R4T PCRi10,vrtE�a+ j�� 3 5a' a ��lll / .............. LL o i HY WHEEL CARRIAGE ASST 302-503 SERIES ' 0,870"x3/16-THirK NYLON WHEEL: : � 2 .71 1AN1 .379,0 SEPARATION ' St , I e1 ro3.P9CD• 0.iWo ASI 3D2 SERIES S.S. RIVETS Bi D.S 5 11, 1.11 1SD= !. .062 ® HV 1 3/4'ACCORDION PIN WJ 1$HEAD * EXTERIOR' 1 + ,,o a l I '� { a a CENT-es MOO' ......__....._._...._ s7f- 41� 47 "0 0 4 'i a 2 1/4 '.ergo=nsv my ® HV 2 3/4'ACCORDION PIN W/ P8 HEAD �` _ - I a1:NR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j I � � �� 1 B`' RBONATE HV WINUOIN DETAIL POLY PIICAAL� HV WINDOW QLAPE I0 AND i n -i j -1 r^39 I E r 1 3 @OR Q / or C r, ".T.S t(SCE ROTE FDR GR tk t pnLYC REQN IM0PGT RESISTANT FIV W7NOOY! p EEJENENTS) © ® E it BAYER MAKROLOY 3103 POLYCARBONATE A I ` RESINS, UV-STABI1JZtD GRADEOR WIC U s Ido e�uo£s� u INNOVATIVE FlA5T1C_LEXA i 103 RESIN O& j_�I (SEE NOTE"F" ON SHEET 19). I I ' LSI (1} HV PIIS'3 SHALL ALWAYS BE USED AT-ALL EXTERIOR' BCT OM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR l r EXTERIOR 1`01 YCLt30NATE SOURCES FOR .+ HV 1®BLADE. TYPICAL SHUTTER ASSEMBLY mrxrxAm acv N: N.T3: HV PIN 4©OR AT (2) HV PIN ®MA`( BE USED IN LIEU OF 0 AND ONLY AT { Eur IOR.. OF HV ACCORDION SYSTEM �'!/ HV tD BLADE'S KNUCKLE. EXTERIOR BOTTMi KNUCKLES F oa.324 (�. (SEE K •FOR cmna aurlr A.^a c»r D.D.,,1e!' DA.]rya; BLADE WHEN CORRESPONDING TO INSTALLATION "ii", SHEET 7. "J�4. R£aNREMENTS) P$ i ce_ An E r Yt S;P�-1 A N:G:! 9-M P+4 ,0 PaL 3i,�57+�'M�4 Y�E`:f AS:N D7i0 SZ.iDD p,i.L ID,/Oi HV PIN 'r�'! OR W/ O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT, INSTALLATION PER DETM X. AV.was is FT-*,ro 12 SHEET Sit[C£tiuRY .ASN 03!1.7 V.]i BA.!A tax �i EL CARRIAGE DETAIL AS EM9LY LAYOUT 4A e R xTD _" °"! Dass c-1 Cu" 7i..5. Sas 4"m 4,01M 10H0 T ]00 T g.nrarn. Af,ti M" 17h,7P 5r.£NC+i+Fi[R yF!„ AM M 4702 Oet. DeN P,A (1, HV BLADE SOLID .& I� HV WINDOW BLADE DETAILS :w 7�"�'��"""'° A5N7,a $151I.i. N.T.S. FLORIDA BMING CODE(Ben High Velocity Hurricare tone, Ir„ 02011 EASTERN METAL SUPPLY.INC, 11LI 'SER A.T1C(�j'--+ AH TV A Accordion Shutter System _"No.Ag 167 a H.v. BLa�E 01 wf�t w/D r•_Y.wlNxru BLADE American Shutter S}'91emsn.,y DMcRiprau aAre a"-rr Aa. t ? * TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 7 CLD 11-063 71i29/t'EASE.. itj29lit s:..s s IMMA cAaocs"n^^�nW 4288 Westroads Drve 2 Phc .(?-05)871-1530.F¢,t i3.'!)P71-1531 DRAWING No Ra:ataoecoLccr Nest Pain Beach, FL 33407 3 1 —192 E6-007!710 WALTER U,f 4WT 4 167 S SHEET P.E"SffS� T}�t1R /DATE e 4 of 20 a 3b. as ¢•a jn .'�$�wt j CNE HV LCCK(aor -S SHAdJ.BE USED A7 I/2 OF SHUTTER SPAN F'C oAN -'h� I OR 12'h9D: OR DF1pYr 2 CF SliUT1ER SPAN FOR SPANS UP TO 105",AND FOR INSTA:l110.�1S ELEVATION.HV LOCK!y -r MAY BE USED AS 4%INSIDE OR OUTSIDE LOCK.ATTACHED TQ¢y Ofi I 1 I �_ CE.NTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S,M.S. LOCATON Or LOOK SHALL BE AS INDICATED ON 1CAL SHUTTER ELEVATION, I L2. OCKSt ^`ED a R PERFORM (`. ar'• - ac UP TMO HV Q9 OR MAY BE USED AS ANN INSI OUTSIDE LOCK.CONNECTION OF LOCKS TD CENTERMATES p-'y OR q2 SHALL BE AS INDICATED ON NOTE(11 A90VE. LOCATION OF L u ON lCFL SHU Tt ,u,a, -X9 I 1 ,.0 2 t9 USED WfTWD Hv�r11"1CS1•LOCKING RODSARE NOT REQUIRED AT L.PRICANE POSITION,SLT MAY � 1� f BE USED IF DBS:R=O iO ENHAV E SHUTTER PERP MA CE. LDCK!NG P.QOS'`S OR AN ALTERNA'iVk DEVICE A MAY ALSO BE USED AT STACKING POSMON (NON HURP.ICANE POSITION). 31.E----- ! 4. „r K f'$SHALL BE USE a - c R ANY SPAN AND INALV.TI 5 AT ELEVATION. HV LOCY. or. kAL u5E0 AS AN OUT510E OR INSIDE LOCK, ATTACHED TO CQ,R1.'r'ii CENTERNIATE W/(2)1/4 o-20 x !/�LONG FLAT HEAD S.S, M.S.TING LOCKING ROOS 6$ II AT TOP BBOT 01.1 SVAJLL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ax$ !yo,c-� 8 LEAx1MUM S,40TEit SPAN SHALL 9E DETERMINED AS r£4 SCHEDULES SHOWN ON SHEET 12. 5. 8141:h g a r•ONE ALTERNATE HV LDCK..O MAY 8E US.""u IN'LI:U�OF HV LOCK R4 of 5 FOR ANY SPAN AND 1 tNSTALATONS AT ANY El EVARQN.AL°4NATE LOCK'L MAY-c-USED AS AN SCE OR OUTSIDE LOCK.diTACNMz-T••1T �' s �e OF 1/4'e-20x3/4"S,S.THUMBSCREW TO @ OR 0 CENTERMATES SHAD BE MADE W/ 1/4'0-20x3/4'ALUM. t N 8 yy 5'} 5 .� RNNUT AS SHOWN ON SECTION HM SHEET B. ONCLOCK SHALL BE USED.AT 1/2 OF SHUTTER SPAN OR rao s .LOCKS AT 1/3 OF SHUTTER SPAN. ` po � 5:jjMTSA'f0,:. CONDITION 61-171011 KEYSTONE MQVhTAa A:,AIIATONS• G?TE hY LOCY.kj or Q.r:r�SHALL BE fr jj I I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN DA TY A.90VE EELPW 1/2--OF SHUTTER SPAN FOR SPANS UP I 11 "}•O 85'.AND FOR INSTALI.AnONS AT ANY ELEVATION.HV LOCK t�or(c3_er QO MAYrBE USED AS AN IFSOr OR l RUTS:'OE LOCK,ATTACHED TO 1 o'E2 SYMMETRICAL CENTERVATES W/T2) 14`-2Q t 2'LONG FLAT HEAD S.S.u I ! L H I / / 4E M = i i ! M.S.LOCATrOIa OF LACK SHALL BE AS MD>C:.TEO ON iYFtiCA.' SHUTTER ELL1'ATION, L'SE OF LOCKING RODS L�Wj L COON. 3CN ( �yp� (y[� l{ tj (1p�y {,�� 0> (y�y 11 OR fj TDP AND BOTTOM IS COMPLETELY MAND.9TORY.. SHE 10 ti/ �� K � � `✓ L Y t t Y � p Y Y DaALS O B 18"T FULL / 1 OF CORNER 'NOTES ON HV "T" LOCKS AND CENTERMATES: rarrtEv arx—• r.�...� O 1.SECONDAl TERNME TO MANDAMSY CONDITION #1 VA 10-,LlMX.FOR IN Y i ocK�_6un moERMAlES 2� D 'rl CEME11ATE ,;pNE ALTERNATE(CJ?"LOCK C4Y 1,ViY B= ;NSTALrTD IN UEU OF HV LOCHS q,t OR 0 OR ANY SPAN 0.lip ;ATU �3,iu tNSp,L:ATION AT ANY ELrVA110N,AL' NATE LOCK C, NAY BE USED AS AN INSIDE OR OUT-:LTE LOCK.ATTACHMENT OF LOCK Lb INCLUDES USING REINFORCING LOCKER 23.AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE T G• a: �, I .n 1�•1 S c — -- ( CONNECTff TO CENTERMATES 0 AND @ W/ 1/4"s-20 x 1 i/2'LONG S.S. ?IRFADED BOLT W/7/8'o. 3/32' WINMJ-1 OR W/ 1/4"0-20x1`S;S.LLS.INTO A 1/4%.5 8'RWNUT..LOr`rr MAY BE NSTACLEO AT MIDSPAN OR 12" ry>t<fl 1-6-1- •r&'as MADON.UM ABOVE AND BELOW MIOSPAN.USE OF TWO LOCKING RO3S 4:'OP AND OD'CM IS MANDATORY. 0'�I.s`)-79j•Ois�,orv1..C_tSz'CAO *NOTESQN HD c u.TES q4S1S ..S CEy�Ef 1.e0 LQ OR�HD i�_"i W/M:ONE ALTERNATE HD LOCK R MAYBE USED IN LEU OF TYPICAL i 17 HV BLADE SHUTTER ELEVATION by LOCKS(2 OR(2j FOR ANY SPAN AID WSTALAneNS AT AN'ELEVATION.A.TERNATE HO UOCX 0 MAY BE USED �• AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HQ I= 'O g,IS W/3 IS x 3/e"F.M.S,S.M.4..AND INCLUDESTJ•T•-•• REINFORCEMENT INSERT AS SHOWN ON SSCTIONS HOS-HYa AND HCC^ 5HEET 10,LOCK MAY 8E INSTALE'D AT MIDSPAN OR 12'MAXIMUM BELOW OR ASOVE MIOSPAN,USE OF LOCKING BOGS @ is COMPLETELY OPTIO^:AL. FLORIDA UIL II on . ighelacR;y Hurricone one 111 02011 EASTERN METAL SUPPLY.INC. 1 .Itr A.0 TI��-_ '11s ��cENsiT'`�- /71L. E C 0.1.'_ ,�■�■�■�■ Accordion Shutter System fro 6T H.V. SLA^E#1 wy OR W/O H.V.'ASNMd UADE f Americc� Shutter Systems T{LLIT TESTING B ENGINEERING COMPANY y LV•N. DESCk?'71ON 0Ar[ eRAim s: As. v• STATE OF * Assa�ctatian, Inc. OLD 1,-os3 1:/29/1; 1I/29/11 - y Ems ., sra s sm.Sx ck-.RNsl ncrwa idea Poane:(705}571-75:20.fax:(3(:518?t-1531 4268 4dastoacfs Drive a DRAWING No fi• BRIO :•=��1,`L a-_>:co4c a.°°m Wes Palm Beach, FL 33AC"7 3 11-192 �'.O/ONAL ii:tk,""E1 "FLS R TUJT&.PI• s 1p.E.§FJ•!/Sy"w 4'URE/DATE a SHEET T or 20 CNCFETE ANCHORS POURED CONCRETE POUREDPOURED REQUIRED (SEE'SCItEDUIE ON MCONCRETE OLOCK� 1/+,0-20z.7Ja`S.S. CONCRETE RECUREOSHfET 13) t' '_f�-• J �.i� �t:/ raa irMi;. o-1J4°a-2Ox3Ja•5.5. If�/ // J/ //{ CSOyENCEsRETt}E)ANCHCRS RECUR CONCRETE JCtCQsn£ (SEE SCHEQU:E ON NUTS HlniA oaE•-12'2CoA O.C. (SEE s-reu:£av SH__- 13) t. "f2oR10 MAC-INE ScgEwS G / ,ice --- r-E USTNO 1/4'-23 NUTS ©aa E.D.' ( ` .250'M.I. � .I 3 cR 5 15 3 E.D I'... .250 Ma.. i Igor. S `oanoNAL , Te a`ss tvE �'�.* MIN.S�APATION SO WW V ON sr m rrn , i'tOR ti.^' 1 1 � �-...—(SEE SaLavt.aN S.4EU 1t) e EI05T:N0 ' MIN.SEPARATION TO GLASS CLASS—; -(SEE S H£DtxE ON SHEET 71) 1 , E NO 1 cSS ross- @HV WALL HEADER INSTALLATION LA HV WALL HEADER INSTALL TION HV WALL HEADER INSTALLATION + KEYSTONE fMSTiHC R MRi.-VARAnotl To GLASS 1 CLAS ---i i k (� F--tsEE SCA--ULE ON SNEZ 11) h-fl %.rax ( I OR.Q' MIN.SEPARATION TO CLASS 11 ' `� X155 „r7rx 9rtEmRc ��, . ��, —(SEE SCHEDULE aK SHEET t 1) I I I d. I :, EXIT il—OPTIONAL (' I cuss--. �� / Noe: •�/ / i ;I, YI� / /j f c rrw s� n�cR ,s fr E.D." /�� i,i ( r✓ i �, i i i I i;�2+ __ 19 L 1to I T3� Is / ILA. - 1 OR%44 ' --``-- I ._1J4•o-26x3/i`S.S. // Mm. �"` PIRLUPS TRUSS HERD ✓ 1/A"a-20a3/i'S.S.PMiUPS .�f /�• ��7/� WHINE SCREirS USI::C CaNCTSTE ANCHORS t��TRUSS HERD to-OHNE SCREWS C01CRETE h'�C"0�^s I /! vDa78 T• 7/a'-20 1iUTS fC t2"O.C, 1 \ (SEE 50?EDUL ON WJ 1/4-20 NUTS O 12.O.C. SCHEDULE ON SnEET t}) f 1 tl;:,. OR CONCRETE ET£-' SHEET 71J POUREO WNCRETf 1" tt OR ultra CONCRETE 8>CCK R COtiCttf7f 5LtY_K T'-'�'—d k,CSNCRETf ANCHORS RECO„4E1 REQUIRED HV WALL SILL INSTALLATION J (SEE 2"EDrLS ON (FHV WALL SILL INSTALLATION POURED CONCRETE SHE£r ta) OR CCNCRETE OLOCK tYALE REOUtREQ � HV WALL SILL INSTALLATION NOTE FOR 022 190', ','al ; INSTALLATION DETAILS W/ I-SEE 54EE7 4 FOR TYriCAl.SHUj:ER •E.0.•ERS OISTM'CE •SEE �J\� UMrUATIONS OF USE FOR ASSEN:Y (SEE SPECIFICATIONS ON SHEET 1:5) ELFDE�ON S4E4T 14 \T I-1 Y BLADE 2-MCUNI)NC SECTIONS^`A.N 9E COME!ED iN ANY 7gAY r0 S'7?AYt?,h'- F,CN, FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone' t,1 �R A.Tl(!/T 0207: EASTERN MET:4' SUPPLY.INC. BERTH A HVTM t n� �■�■ice` � Accordion Shutter System E C 6.r INC. ■ ■ FLV. M"_yT W/OR W/Q H.V.W=W BLADE HOrlfi7__.._ .` TTLLTT TESTING & ENGINEERING CafAPANY American Shutter Systems N OLD ii-053 11/29/i DrxnanaN eRtE '.h�AM?[s+: Ac: t } Association, Inc. , 'aA7E'. 71/2S/ti -O: S TATE nr ` t2i8 WeQirocds Drive 2 DRA'itING No cas�.c>,+. Was: Palm Beach, FL 33437 } Q� F10RtOt `r� P ca Deca719 11-192 ty\t-1('71 YtER ALTA TI111T h.P.E. R � GJ flokaA 1µ1e7 5 aHEE7 P� .E'a s/n Li!$ DATE s 6 0 2D POURED CONCRETE AtXKORS p`y t ♦ '� i eev,EEwaAnpV ' 1 CONCRETE ��(SEE SCHEDULE ON SHEET T J) v C= "I EX�STI,4G ,-m 1 m awn REOCRREO ECGs LQ 0} Ir ��; a!i LTNw'IW+ '(Sa Sa�IA; APPLIC IF ISTttJS k U 'T d tw � { GLASS ALTEANA c {;1 ;ilk J a:.I '-,t'STNO '� + ff i a i✓ '� 10�� €i i S' ''¢,a.s/a•HEX wasv_R HEAD I!/6 urv. -ZTER SCREWS 0 12'O.C. 8 l/ y EDGE OF a/ (SEE SCHEDULE ANCHORS ,il. /� PLICSLAB,F 7 _ � (SEE scamuLE a4 sH�s Is) � I_� / APPLICABLE EDGE OF EXtSTtNG € ' / //,J«i! flu/ SLt9 IP p OLAS$-...._ff ' SLAB IF F^^ l!' x.• f/2 :-1 waSLA�r, APPLICABLE _ u.t i£PMAfO+ 3 MPiC:h2tE �. EO O/ y� APPLICABLE P URED� � . 1 't FLAT NEAR CONCRETE.A�4CHORS 0+16� 'x,. Pomo—', RETE I RcGU,PED {SEE SCHEDULE ON 5!iEE"14) --I ,e.r!Rt pphp t;� �♦ �OUIRED PAT HEAD CONCRETE ANCHORS _; e"a+cES(Da� `JAR ; RENWRIM E.D. -EIE a.'-----� (SEE saT�uLE o�SNS ta) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.O. HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING L FOR SPANS PER 0) HV FLOOR ENSTALATION Lt SCK-MULE p,SHEET 11 . STAL TION- -------._ .._.. .—..-..._......._- --- -- -- -_ ...-- _........-.... .1. CNCRETE ANCHORS m {SEE SCHEDULE roN—+ Ise sLTV�aLEs O ' O yy SHUT I5) ,/<:l A1n7AM TN MIM' sv 5?c4T t1) I T + EX'S',TNG- TEFP0.IXDGl CP 114-0 P0,Ms I / E,OSTING 1 - EXSRNG 1 wa wvn,^an m aA,n i /� GU55--�, R FaSTF?Q75 TM?iRf A' 7+/ GWS aIASS '-fuc wSbat a 516T„7 t �J Rnwe,w m tu.Y 4 1 lJ�'M#DIP�vEL O 6' MAX. CM fORn^r GV vwr fit '�h G ,« , I OG ffYH UP TO NS LA 5 AVe MW RCS XAN T I ri LW to f0 0'-0'VIJ�s3i':Y MAX. / 1 r.J+AxT AT PIXE t O;Lli.R efJ�O7- ,k {(' (T+Pa'tSrzl,�T•ttONss'ET,1 !3 I . L[ 1170 ¢R @ ! i I 8' T7K SC7f/ azrts.'.F'ar.47 FAR.. i t 'tX 5rA.clVS � 'I?I I r .- ¢TsRJJa^ nEX r.EAo_ , .� Sid 5 e• f .� �� '':• s }, T x SCR WS o 9'O.C. - F14.!/4"S.o.e. l_I__ • s _ ! i % / ./ e.se sta-ss YS OR 1/CC-20 S.S.M.S. tpNCR^-�ULE C S E '1 6 O C 9 0.C % D 12'O.C. W/NUT O 9'O.C. i (SPE J'H^-'7i ULE ON -J- M'£ET T4) jS Eusn?4 KN SITWWAL --r4)'---'-' 77 QR i$ t/2• €1•-+1 77 18 I I • '�,y 2.tit•M)N.�S' tuL' TftL(DEETX�IFM IF �LI ��T4.3/5•F.N.S.D.S, )JIN•.; E.6 l«, =tl1S / t 1 8`y'—^s�/6�-+•' / / AFA'JCN5 '"`k'` CN:P. E ANCHORS SEE NOTE Id(c) 3 s•D.C. ` PwRm c04wEs SEE NOTE 1'.(tt) Td ��IRM CCT'-2TE (=EE SCHEDULE ON Ceti TeET 1 POURS CAPY„RtE E a4 SHEET I �L NSC.Tc 9LDCd `-R'.£s(14) OR CONCRETE BLOCK I REOUrIED ®KEYSTONE MOUNTING INSTALLATION oP ++-1 �CRV HV WAL FLOOR INSTALLATION HV WALL WALK-OV_ER INSTALLATION ,SK AN8-0"�'$' "F REWIRED U HV RAINGUARD INSTALLATION t t ntr:M!P C04P+NATION v SCT nc; C t NIS I IATION SHALL BE E O, LEE WHEN FERMRMED E.a .EDGE DISTANCE A�,)Arc,•p)7 TD A4 OPEWtei.E E%tT ♦ SEE UMip(wT1..4S OF USE FOR �` t A c 1 �J r T SEE SNE?..FOR TYrv—, mum:? (SEE SPEOFICATiONS ON SHEET IJ) OR ENTRANCE SLADE'Sbi O.y SKEET T9 INSTALLATION DETAILS Wj � HV BLADE ASSMM Y ^-MCUMING SECTIONS CAN S:C^`-MSNED f tN ANY WAY TO SUIT ANY GNSTALLAT)GN. ppliisq FLORIDA BUILDING CODE(felon High Velocity Hurricane Zene 02011 EASTERN METAL SUPPLY,INC BERTHA HVT. Nm: ?t •`-' /7iL E C® �N.. . ® Accordion Shutter System KV.RAX#1 W/OR W/0,LV wa EL*-r wo TiLI)T TESTING k ENGINEERING CO >APANY American Shutter Systems v.N DEssRunOx TMTc wAN sr: ..c. MtOFC `a ease ns,x s.sm s s VxarA ewc0Ev5,case 0150 AssociatsOn, Ino. AT P-.cne:(:05)1171-s a. (1a5)B71-MI:(0^5)171- s 4268 Westracds C)rz,:e Rd a-mC c UtecoCw.— Vies,, POIM 8eoch, P_ 334U7 s p.AVtiNC No ;FS ��l 11 ED-OS67t9 11-192 NAL E ,al's FLO41A u a�:isiE' SrEET P.E.�S�AC/9;GflaTURE/DATE a 7 OF 20 SRP END WALL CM11"I'LEMON DEW ON SHEETS 10 & 18 SM oUT IN INSTALLATIONS W/ n HV �o�G«,LWLCCX1�® MT 5. Fa®�® EXISTING C.a55 0 SLA SLACK O R LOOK®0N SnSEr 5. BLAOL SUCK OErdi M'F 15 YAJO FOA ALL BLADE WV CENTERMATESOR U E END WALL CONNECTION � o fl ©•Q 1htISM0 CLASS N SHEETS 10 & I I 9'.211/B'A-: 1 + O•dF�o oy®,®y,l.'�r® 3 1/4' 7' 61/2- 7- 3-Ta dLLov)puu. L1 OPPOSING E SY tvtEGgL AVCtE w/(21 1/Ab TAP= I S/2• at aNc (T To armmEE CENT T (TOP/BOrr0A1j Le ..._ #lCx3/4' a,^<' WN. AAATION I 4r10w1/T S.u.S.Yfl TL3S I O.C.N:S.L:N,!T. / HV Lo a { aT EA t1 tivuE { wy I I / W w/ HV LDGK:�or ! (SEES NLVJLE (EK1 �l 3 ON sN�Er 1,) Soo®�©•pa®a,o .;fl� l— -1 , Q H OUT (54 C f 0•�� *"fla'©'©°A HVA 0zn�ca© (!7�c.® ,q•�!�" PGUno CONCRETE CSR © OO © �-O• EXIST NG CA55 rCONCRETE BLOCK WALL °' � I ' SYMMETRICAL --- IN +- - EXYs"tiKG %cArs �••�Sca�9•a3aR- �EXST!N � CENTERMATES 1 �'® ©'� O.� roGus= 5 ——_—, cL�ss 1 W/ HV LOCK * a�T QNn_ f °" 8 c«8 7 en / (SEE SCMEQULE I ��•® * {It+IiEPoCR ©•�G'0•��1©'� ON S!iFEf 11) !diN.SET'ARATION a TO CHO 1 N .a?TIGN4 (off HEErD11) ' 04 SHEEr t7) {INTERtaR) ___--__ ___—_�........_.__ OUT _ CONCRETE' * '� f A7tCt•1GR5 6 ...._.. _. - -_.f � � 0 oL)! V3 (DTER,OR) HVE HVF** HV® '! FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone llloff d ®2011 EAsl- / N.71C( UM SUPPLY.INC. j��_ BER IL E C�}��. Accordion Shutter System 0 1�1; KV,SAE q1 w/OR V4/0 KV.W4MV�E Amertcan Shutter Systems a.0, D=p."fTl6v WE DIZN ft A TILLIT TESTING& ENGINEERING COMPANY Assoelctlon. Inc. , N."J 11-067 ttj29'!1 CYE. 11/29D, 11 STATE of s X*:e.M.r..Sro se. a wa :aeu s3mn t c i. :A1,671-1530.Fa.:.(305)87;-153! k268 LYestreoos Drive z DRAWING No �O''' FCORI�tti,'�w C e-maS 1RauOco ee ,hest Polm Beach, Fl- 3340: 3 7F�`•••......... \��,,,� EB-0D06719 11-192 1`1 SOA�d�s1aiE s SHEET ?.E." �y}TUQ/DATE s 8 0 0 ALTERNATE INSTALLATION- V "T" L09K (9-0k HY "T" $ 91 WCKERS 1 Dfi ' StE END cD NE VO4 MIS ON SHE£TS 10 h 18 INSTALLATION n HV BLADE oUT + IN 't'/_ExM'c o a-14Eo�=� w.tizbGTca cY Sca e. W f HD CENTERMATES u n•¢t AS UTHIS SI s,MW tium IMM THIS napTVN. a 6• 7 a 8 1 d+ IKD a1 . k SIM, _ ES L-•Of M5,LTEa.Vn iksruu x �u •ac r,.^.m w aas aao SE£END WALL Ci1NNECr10N EETAHS ON SHEMS-Is IR .tC a=)s-°Ct„C�a�+Ex ar! sie 35* 3 a {apca/r xv) I i ---------------------------------------------------�t�,w tom�w ♦+Lbl!lC:L tfir`) Ot.RAL LD:@iT. t 7- I FIN t47 KV. I LEI c+7 H.M. I I � D NV T" � arls 11"P 7 T V.- ! . FN5+W_) 5 !I �Y ©LOCK (.S10E) �1 —--~ 5 5 t 2 oUT 31 oR '3a 31 CH© 131 as©' 37 ce 2 -7/r" 0-20 x S 1/2" S. A t me u7 r r s:L M1or c ros wLxx®. WJ 7/8"t+ x 3J32" WINGNUINGNUT. tacn;.rva.7 HOB-!•IVB oUT 4%CK cw stEEr s. 30 HV "T" LOCK {OUTSIDE) �$ SYMMSjR1C,=A!HrJ�CF.•h'T, RsAAr 4' SYMMETRICAL Q_-CENTER43QE�y y �* Wt-al,LOCK (EXTERIOR) W/ek LOCK (INTER)OR) ;l02.-'3 ALLOY7 UW_F1MyE rnui ''IIYY 'RSCS t.'r1 TUT.PAA:P 1.a C ��®�®•�^•©p AS YAA.fr�,,,S,pr N.Nc- Cnei17Y 1uT 217Cr`t.PMSiTErtt.tiCc•,5,;gr 97L4 ON EOVnL 8•'®d�• a�• $a t�• 3 �i x:sa�a,,caere rms Q•.o$rtt�s en s.Er s —yf - #*1.'�9!Ji fLD4^i'u EWE©4'.TM.IOp-rM1p Y,tU i[P 6.Cki[fat,'E4 A^RlC T!Y•Y.'N O:JCcQ R!_WI G STACK FLO?,iDA BUILDING CODE(Non Hfgh Velocity N;:rricane tone; +)+`4'� •......, @2011 EASTER.'VETAL S{,PPLr,INC, BERTHA HVT,, ` `NO-44`1V i t�G O A.S.S.A. Accordion Shutter System H.V.BLADE§t W/DR W/O N.V.WKWN UADE •9 r '� 1f5• ` �',.,'�y�C.•�` ESy:N.w,S3n. . 14GAmerican Shutter Systems vx DapnoxTFTILLIT TESTIaAEm1eArc eAww s A.C.INERAssociation, Inc. +t- 9S /2?FI=4 - 11/29 tts. avm {sa-)S+T-tsso ce68 Westroods Orim z =719.ccm West Polm Beach, FL 33407 3 DRnW?NO No MUM&TIWrtEr.P.s. a 11-192 P,E. SEALJSIGNAfl1RE/GATE nVNICA U.9""'' sSHEET e 9 OF 20 J ^-'POURED;CONCRETE MURED CONCRETE CUFED CONCRETE r /^�POURED CONCRETE OR OR CONCRETE OR CR CONCRETE OR CONCRETE CONCRETE BLOCK WAIL REQUIREDBLOCK WALL REQUIRED �'` BLOCK WALL REQUIRED � BLACK MALL REQUIRED i— !!!/ EXISI7HG GLASS EMS7tN0 CLASS CtlYCR ANCHOR^.C. r—E%t5T1tiC GLASS .- _. _._... . .___.�. .f) 2•GIN.. EXISTING GLASS a oto D.C. 71 —T-—A WN.EExtARAB '— Si ;+•. r j!tie�.0-2•MIN. TQ OAS(SE t2`:. PRWtO°r + 4 •1!L ASS(EE f SLT¢s.E ON s7�T ,� / f I ssY-4MITIICN W CLA55 ISS - / It FCR wac(j)A'L� / ( / I (E/ . 04 SHEET is I FCSCHEYR 9.f9EmA"it (6Oer16i5)CO T. 6�Alk3�& / / tt FOR v ON 0 I ' Ii aiGASS(SHEET (LOCATE AT ON S!rnET T9 FQR ALUM.CLOSER - f , B.U9-SET S FOR 1/2• ON SFP£i 19 DAO EITHEfl SIDE® DJ"�Q&Q PLATE.N�L Silt 112" (L SU) OF®) 46 USE OR 2'LW, i 810,1/2•S.M.S. ( 1 f "� -- � (AS AFPI: 1--$2'In/'a XQ•-2• 2Ss1.5• —_—_ A 16'O,C. t RLUMINUN 1 FyNGLE -----_ 026 ,fi• /1 f(FA61-T6 CV).AT MIDHEt6F(i.rl -- , �' (,)�70A1/'StA.S.TO(D&" r / (21t/4"a T S ANCHORS TO OSEE DETAIL%FOP„( �'�e i7tALL AT I- C.(LOCATE AT VSIDE CONNECTION 1 OR V,Q+ EiTH`•R SIDE F(D) ) I OR ®� i OR ®� S�DETAIL%FCR 1 OR �� i0 TRA KS FOR- SIDE -�, SIDE CONNECTION 1 6•7 u 6 i "c DETAIL%FORJ m0Y @..OO a9TO TRACKS 6 2 6 } I ,m��•�,.©.�w SIDE CONNECTION 4. A®�a(®�a©j,•OO o,(9�, ,Q.�A ,QpQ��.�wo;®m " �a.o,�� .o.�A t]O Q-®•U•Q- ©•O ®•�"�•Q"U•�' ®•Q'®•®'O•�> O•Qa,Q'�a.Q.Q�� O•®®•®@•®a®•� Q'®®"®'Q"®® END CONNECTION DETAIL END CONNECTION DETAIL 4 END CONNECTION bEIAIL 1 END CONNECTION DETAIL 20 O POURED CONCRETE OR ^ 1A RiQU;REO ONLY FOR SPANS GREATER THAN 12•-9' VACN' /--FJ'OSh\C MASS CONCRETE BLOCK WALL � C%IISS^TIR f y� 'y---( _—_— L4N,.a'pARATMf2° N. f To�( o ttiA4AT:h Y -- --------- //V __--- SPiEUCE LP4 TO GLASS(� " .. -OR®OR�GR Ii FDR MAX�Av] CONCRETE, 1/2'MRN; ERi=l7ULE Cql S<+c'ES •^-- Ua Sr^E--. 19 FOR ANCHOR m—. I-- 11 FCR GLACE 0AND aQ12°O.C. W!SHET 19 FOR ED I s s.DESOR©16O.C. w _ !2 MIN'. r 2"Mlid. �- E t MIN. OROQR QR C1AI v J 5 I 2'SUN. ' SE FOR �z MK;ti CN'LEFT i9 9 1 OR 1©DR&R oR@ ..zI -Y ff 0O (ly I l! FLAN LPOUREO CONCRETE OR t+6OR � � ,.�a©.pvpa.�,•®a �p"©•C7Q®p ,Q.Qm END 'INSTALLATION ELATION CONCRETE:BLOCK yiPLL I m 10'®�•�7'Q (1�'Q'a _ HV BLADE OR_1_ HV WINDOW BLADE INTO RECUSZED CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL Ofi QaQ�aQ QaQ�END CONNECTION DETAIL d Qa0��.� FLORIDA BUILDING CODE Hon High Velocity HurrlcQr3e Zone, @2011 EASTERN METAL SUPPLY.INC. ZIMAccordion Shutter System 4167 KV.MADE#1 w/CR W/o KV.WIN X aADE hin®!'icon SltUttCT $y616n19 wry Ot,C„,rnoN Dare cR;,ax Sr. Ac. + , ELLli TESTING 8, ENGINEERING COMPANY Association, Inc: t OLD II-063 11/29/11 iM1E I/9"l' �, ; 4:55 N.R.3.J..3t.40.533,V'tiA GkYhSM=in:3t=_G ph ,(305)S7,-:S3o-Fea,(3oS)e7,-tS3s 4268 Westroads Drive 2 +? <-xe ^xoA9eolcan lYzs: ?aLn Beach. L 33407 s Or2A>NG NQ •t�. ..�ORiDI X�s+` rutiE9 Tf-JTn.PL 11-192 P:E~'s4.r/( G ,q�` FLQR=Uc/44167 6 SHEia o 0 �yyiY/•,7wvK �tt onTe SCHEDULE 01 SCHEDULE dd2 SCHEDULE N3 MAXIMUM SHUTTER SPA "OR"L-" MAXIMUM SHUTTER SF AN* "L+. ;IAXIMUM SHUTTER SPAN*"Lt" a��, (ft.) FOR INSTALLARCINS Y!/ i OR 'L-" ft.) FOR 1NiTk.IdTI r-G N'1 NOTES: .s•�� ( QR "L- Ift.)INSTALLATIONS �, K &.�of or INSTALLATIONS W/ IOR CONCRETE& WOOD (1) Lt MAXIMUM ALLOWA91E SPAM FOR WEN W� ONE H.Y. CCK Or or or . n & W/ oNE HV LOC S MANSCRY POSI':tc A"SD DESIGN PRES4'JRE RATING. Hi €OCK W/ NO 'OC'FI'��'-ROCSGr ONE H';LOCK- o, �or� =�� L W.ALL O4FA-I c SPAN R A G>V� NEGATIVE W1 NO LOCKING WALE. A. 6, C, D. E, M, N 0, P, C, 0 CENTE:21,".ATES & W/ ONE-Hv €" V1/NO LOCKING RODS 0- QOS A.S.O. ESI09 PRESSURE RATu:G. LOCK© WJT4V: 1A.�.iC1NG RADS i�` 7OP k (SEE NOTES I.h1'} MOUNTING F, K Fl L 3, S, & 80TTOf! SEE NOTES S. IVALID FOR MOL"N11NG� (2)'PROCEDURE TO DETERMINE VMIMUM SPAN FOR //��M SHEET 7) FLOOR/CMUNG G,H, 1, 11,d T, U, W & x WALL MOUNTINGS(TOP/BOTTOM)OR FLOORjCE7LING: CAmwe 6 Yi"S00 INSTALLATIONS V CONCR"&WOOD ,MOUNTING �' - wY=.ts va TALI TI vo,5N CONCRETE &'M GIVEN A PGSITNIE A.S.D.DESIGN PRESSURE RATLNG, as.0.ecsxal aFf% qz a%m I l9 TICEPU1Ai1ON5 'HALL MOU17T(NG Ll,Ileum EIIiNG FP3SRCRi 1T,�LL fin3UNTtHO P.assWf DETERMINE MAXIIJUN SPAN 7-+'FROM SCt1EDULE. 1tCJNTINC N!1W9 Qr W.LM. FLC.7R1CFn TNG NCUNPNG GTVEN A NEGATNc A,S.D DESIGN PRESSURE RATING, Co:e.y '1 Rta/cOUNo ,nna•iyG fa+r.1 Pa �R z UAUNTINO DETERMINE MLX3MtJM SPAN =FROM SOREDV'�': t 4( L F i L+ J L tri Ent i 2J L, 03 L_ 1 �G MAX1ue ea s t mE i s A>Y+ OR% OR 30 OR nw 16'-:7 16-G• 96'-0" 16-0" 30 ,6'-0` 16'-O' 30 6-"V" INSTALLATIONS INTO WOOD SHALL BE UM'TED i0 -1a:AL 7dAX:�LRi Aa.L0iVA6..E SPAN pa Mal-TO TETE 35 14'-10 14'-10` 15'-2• 16'-0" 35 14'-10` 14'-10" -35 W-'1` i6• .. IDS p9f.A.S.O.DMN FRESS4Rc RAING, n.:.€ '. DETERMINED SPA, 6ET'N-N `L�"hV0 "t-•. 40 13'-10•. 13'_10' ...10 e4°-2' iB'-2` (3)PROCEDURE TO L7ETER?.iiNE MAXI}f.U!d SPAN FOR 45 IJ'-1 13'-1' IS-4` 97-3" 45 73'-1" 13'-1' 45 +3'-4" 14•-3" Hv CORNER CENTERMATE§3 MAY BE USED AT A".L I COMBINATIONS 1N BETWEEN WALL IJOUNIINGS 50 12'-S 72'-S 12' 6'- /3'-Y 50 12'-5' 2'-5' 50 12'-3" 13'-1" UOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 12''i" 12-11 SS 55 11`-1' 11"-17" _ N.L RE AS INDICATED ON MANDATORY CONDMON 32 FOR A GA'EN POSITS A.S.D.DESIGN' PRESSURE 6O 1 t'-tTi'-4' 1-7' 12-4' SO t 1'-4` y -+" 60 f0-?' ( 10 I i' NOTE1 5,.SHEET 5, RATeNG 65 a - is-€• tl it' s5 t - -.O" 65 5-s 1D-s' D TERN,NG• 90'-6" 9O'-5" 9t-S' 70 .O'-6` 10-6' 70 8.-G• 9-9� Lt+ :fPX.SPAid Fta7 WAN.MOUNTING iNS7AltAT,ONS;, _— t_ Ls+=wx.SPAN FOR.FLDa§/ceruN;,saDt ml. 75 1G'-1' co aa'-4• 9r-1" 75 tc'-€" _ 1G'-1' 75 e'-5` ttEX&P THAT uAYVV,SHUTTER SPAN i-'OR €wsrALLAraxs. �5'-f0" 10'.-0' 10-9` 60 5'-10" 9'-7O` _ 'L-'AND MAXIMUM A.S.V.OMUS.PRESSURE.rR41N.'FOR FOR A GIVEN NE^GaW A.S.D.DESIGN PRESSURE 85 8'-6' - 8`-8' 9'-9` t0'-5` 85..... 5'-6" S'-6" INSTAL:NtIONS INTO WWI-RCIE OR CONCI;ETTE 3'"OCK RATING: ..r._.__........... .... 90 .... 9'-3• 9'-3' 9'-5` 10"-1' 9D 9'-3' 9'-3• SHALL BE UTATED AS FCUXAYS; ' •O.7ERMINE; 95 8'-G' 8'-9" 9'-2" S'-70' - 55 9'-V" 8'-9' t- CONNECTIONS TO KEYSTONE MOUNTING L+ UaX.SPAN FOR GALL.:.MOUNTING INSTALLAT€ONS 100 8-9 6'-+" 9'-0 5'-7" f0C 8'-0' 6'-4' LIMITED TO +64,-72 p,a.l. AND 8'-C`SPAN.SEE L2-- MAX.SPAN FOR FLOOR/CEILING=MOUNTIXG 105 8'-7" 7'-1 a' W-0 5•-a" 105 5'--7' 7'-1 t' fd0'1NT1NG M ON,SHEET 7. INSTALLATIONS. 110 6'-4• 7'-7' W-7• 9•-2" III) W-' F*.NAIL,MAXIMUM A'LOVABLE E$NkN iS EOVA'"TO THE r _ I15 8-2' 3• MIN€ UM REiYs_4 1,5 -� 7-" =7--10- 8'-l' SEPPA�RAT#ON_ TO GLASS SCHEME E i„ ��.21- AMD ,-- 120 6'-G 6'-11 720 6'=3 a ;4) GO To AJ'NC SCHEDULE vlsx s MAXIMUM 125 7'-10' 6'-S” 125 7'-16' 8'-8` ALLOWASLE-SPAN AND NEGATIVE AS.D.DESIGN- 130 7'-B' 6'-5" 730 T'-5" 6`-5' WIND ZONE PRESSURE RATING TO DETERMINE t1AXII14IJ ANCHOR 135 7-7' 6'-z T35 7'-7" 6-2 MiNIMUM SPACING. 140 r-8 -11" i4D r-�" 5'-t,"` ASTM E-1996 SEPARATION —1 7'-s W-s' 7'-51 V-3" 145 r-3" 5'-s TO GLASS 150 7'-2' 5'-7• V-4" 7'-G" 150 155 7._0. B'-s" 7 i• 6'-s" _ 7B5 '-a" 5'-° Ti-ICU 3 t 60 n- 7 --6•-7" 6 165 6'-10' S'-1" 7'=C"' 6'-4" 165 170 C-9' 4'-1t" W-1t" 6'-2• To 6'-5` 4'-It" 175 6'-7" 4•-9• 1) 6•-0" 175 6'i" +"-51" 160 _6'-6• 4'-8' 0'-8` 5'-1G• 1,50._ 6'-6" �'•� BLADE 18do� fi'-54_6 6'-1' S'-8 165r'_5• 4•_6• Ll96'-4`- 4'-$' E•-6 5--6 150 6'-4" 4'-5' 6'-J' 96 =3" �'-3" 206`- 14'-2 6`- s = 2Da 6'-2 4 6'-t +'-t" 6-J' s-a° 205 6'-1' I A-1° UNA BULD1' CODE Nan Hier. Velocity Hurricane Zane', 911 rLP A•Tl£j/jam Q 2011 E'STERM METAL SUPPLY,INC, (R Ri�HVTM Accordion Shutter System KV.MgE#T w/OR W/o HY ltsMv MADE American $I7Lltter Systems W.N Ox`S.47?TICK eiTC TILUT TESTING &ENGINEERING COMPANY STATin OF 'cc e3m am S '1.,see..x7s,vr+Glh e+a^s,sL..;:cA as.sa Association, inc. 1 01-D 11-053 11%2811 DA-E t i,/29/1 t - Ftp. (MI)871-1530 FS ;(305"'671-1531 '4858 ;4'es"trGa�S tiriva i d ti�'y a-m.r tJte:<n.a. West. Palm Keach, FL 'x3407 4 DRAW<NG No sslo... ��C;i`111 wa ° Tau7Tlac P.E. A 11-192 P.E. S7�1,C'l ?4{IC1RE/GATE FLcaDA L;,/4A167 SHEE?OF 20 I . I . . . . is 7 7-1 ;1 0 I;-.91: I } I , yumm S3558 i All ...... ..... mnI Ito IT, f"T fln'l T TI k1V IT I, IM Mims i-ST. T I V I -I -T 17771 , .... .... .......... -11 _ ---------- IV. I mmoTTTTTT I ;,-p....... mmmmw ma mama g ,y Z V•• , " I A11 I I 121M I T lit.TI-1 T 11"FIN 1 1 B-1 T IT I I . . . .!I ........... Z;Z i T 7 Im toIto 4------- NOW to a qa;;a GIs Ii HIR 'Trill I T. 7 7 IT 7 TIT 7. z i T it T_0 Z i -- jilt! 1r jj Q0 7. 1 7 1 1 1 4177 1 th I I I 1 1 OP Lm I 117 81.W61- -61 2F Clio! C. RegS2o q q 0 N W77 1 T -a C; T T if 11 1 ' ' ' 1 . . . I 71 QTGTT I do"$'TF7TVT Rik I AEN -v-11.....K mJ A- 9 A--44%- h A VAN AW,-1 1... - AM mi WN Wt a ..........w w m ryG MCC...P-g... ......t Q:Q a MOST; 7 7 T W El E L 00 10 SAN m a MIR all LO A V, 0 uj I (In Z Co 5 0 t g 1, 0 CD co F FOR A GA5PECIFECATfONS ON ANCHOR REOUIREFAENTS'POURED CONFRSTE OR CONCRETE BLOCK SUBSTRATES (SEE MNNIIN:S E.G,&H ON SHEET$a&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOVIS; Pam : 0= POURED CORORM (A) To EVSDN0 POURED CONCRETE:(zein.I'c-3 k6) _ i2UPMUAI (E)WALL SILL MOUNTING' ®CEIUNC. MOUNTING HO FLC()R�MOUNT1140 -1/4'0 TAPCDN OR T,WCON'ATTH ADVANCED THREADFORM TECHNCIACY ANCHORS.AS'NMJFACTURM-BY I.T.W.SURAEX,(W..Pa-3 k2.J SPANA}olops SPACING LEGEND -1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS S.RISUTEO BY ALL COtNTS SCREYi,BOLT&SPEDALTY COMPANY,(K..Fa. 3 ks:) {tip TR'G'i .c.TrvE a# tPE RafiM; r EAG.; :tdSE rfiE.u�4 In A DCF tvAm pP3S5.Y,r_®A -t f44 BLUE 71,0�CONCRETE'A'kCHCRS W/GAP AS MATUFACTL'REO BY FLORIDA FAST,NERS DIRECT,INC.(MW.('a A 2 k6l) .:9 40 6C p JS 90 120€16212051 30{4O BG 75 I B0.lid 160 2015 30 421 BD(75 A0117d 160 205. -.APOON D - Ile*TAPPER+=KSCHORS AS NANIF'A:'URED BY PC6'ERS FASTENERS,INC,,AND OIST:-•aRUT;O BY AS PCiNTS. SCREE,BOLT€:-SPE^4ALTY :4 11 tO. 4 d 8 8 5S •a 12 MICON WITH AL�sAttCEp COUPANY OR ANY OTatEIL A.PPRO'VED VCENSED OR AU7l1O%ZEO L'EHDGP.REGiSTE4EC'WITH THE AMERICAN SIRITt"SYSTEMS ASSGCtAT1ON.I*X. rr 70"a 5 3 4 8 14 i 12 i 1.1 3 €a '8 a 6 FNREA,Or-ORM TECn.NGLOCY 3•=0' ti 12 #0 A i a .a:_(.a S" •� :2 }0 1 9 {8' fi 6. 0 Ia 71 IO 9 8 I& a 8 (M:n,f•C.3 Nei) IR LESS i4 12 10 0 -8 6 0 6 14 12 10 8 4 a 5' 6 k4 f2 t 10 e fi a 6 5 ALL POINTS S0L10-SEH x4 12 IQ B a E- a 7 14 G 12 To 0 a a 6 T. 11 i0 0 A A 6 8 BLU£TAP N/CAP NOTES[ f4 t2 /0 a 5 7 5.5 d5 t4 12 1 Y a a a. -6 14 12 t0 3 8 a a a 5 TAPPER+ A.1)MINIMUM EMBEDITENT-INTO Poitneo CONCRETE OF TAPCON OR TAPCON WITH AWANC^D THREAOFGRM TECHNCLOOY ANCHORS AND TAPPEir ANCHORS 1S 1 3js',AND FOR BLUE TPP IV/CA-:Jm^.a10RS€S 1 1/2". 4•_IL• 14 12 i0 8 IT a 8 6 14 12 10 9 a 6 1 6 6 i4-j 2 10 8 a 8 5 a5 T4- 12 TO 9 6 8 1 a 4 14 12. 1a e a 11 e a,7 7a 12 10 9 8 6 4 3.5 ARI)MINIMUM EllfiEDIJINT'..OF Ile$X 3/4'ALL POINTS SCUD-SET ANCHORS SHALL 5E 7/6'INTO THE POURED CONCRETE NO EHBEOVENT 14 t2 7a 5 8 8 a 4,9.!4 72 14 8 e 5.5 t4�:7 t0 9 e e 15 4,} INTO STUCCO SHA-1 EE PERMITTED. 1/4'4-20'S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG W.XMUM SHOULD STUCCO MST,AND to t2 10 S 75'5.5 3.5 - 14 12 1 10 4 8 5 a 5 14 12 10 0 5 7 5.5 a i• E tRl!TAipS$CF tele FL'4 k'M-NIMUM FGR WA L-S WIH NO STUCCO. S Qll T.IE�.,19 k4 k2 50 9 a 8 0 5 8 t4 t2 i td 5 fi $I a 5.? 14 12 10,8 8 a i 5 8.6 14 12 9D S i 8�;7 1 4 - 14 S2 i0 t 9 a ia,a ] J.S...74 11 10 0 .5 9 3.5' J A,3)IN 1a--THAT PRECAST STONE PRECAST CONCRETE-,k% .S,PAVERS OR ANY.VENEM BE FOUND"CH'THE-XGTZN"..•WALL OR FLOOR, 14 12 10 9 113 1 i.5 14,5 - 14 i 1C i 3 1 S a B 14.3 ti 12 t0 0 e t 4,613:75 A"NCr10RSS1GU.l BE t:ONO ENOUCF.TO REACH THE.MAIN STRUCTURE'c:d8N0 SAID YFA:1.F:htfi.-1IES.kLGHGRACE'SNA71 6E h5 INDICATED pN 14 12 9.5 75 05 4S - 14 a1 t0 a 79 ...] a 1A F 12 10 9 6 a 8 415 315. NOTES A.1)&A:2)ASOtc:FOR W-TALIA71O 'ON VINYL SAI,G OR UPS WTH OR WITHOUT METAL STUDS CONSULT THIS ENCiNEER.FOR W-C' 11 12!t0 R a '8 6 - 18 31 10 a 8 5 6 5 t`4 12 IIT 7 8 &5 5 AS INSTALTA71CN INTO EIFS HTTH EC METAL STUDS.SEE S . 2C. 18 14 12 1 B 7.5 65�^ 14 t2 10 a5 7 53 a 3 14 12 8 &5 a:Y 4 3 - 14 17 110 !f 8 6 -7- 14 12. k0 8-A 05 a 3.7a 1a 171.10 a.9 e S 4 (B) TO E10STIN0 C04CREiE DLCCk:(ASTM C-80) 14 11 9 C.5 03 3 74 12'1Q 0 a 05 4.5 3.5 14 12!1a8 8 7 5 3,5 3 - 114-0 TAPCON OR TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS,AS MANUFiTCT17RE0 BY I.T.W.SUILWY. 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SHUTTER INSTALLDON. ! 1/2' "tJz' D.C.R Duiam yL r• I i OrtEX (, t�CONk1Y yM AU`{ANCED 6:I.rc SOFFIT i z ' (^-i' R'� ,257• Y.REA.DFORu[TOt1Not00Y 3 f •Jc'1.' THK. 7 J I I�t �MoA. W(t •J2 Mn.PE,NEiiad7ION r I--EOEO O, THREADED AREA TO rEQ A / /8y z EO'x 14xs 4" %'A4'rti CONT,AI.Ut.!.TI:EE OPTIONAL, [ESTit:v Y1000 HEADER. S.M.S. rl (8963-T6 ALLOYj Y!J (SEE SGHEO(1CF.ON SFt'FT 15) , I V @ 6'0.C' I 1 Or Of 1© JyJ/IWO LAC SCREWS TO OT 1.J Or 1'�$ I I RAFTER OR TATE LAO S AT VROVO&TR OF EESTINCAWCOO I EESMO ML'N 2'X4' 1 I I I i .( I MEMBER,(2'Min.NCMII4AL EXISTING--jOPEN.HOLE AT EACH GIhSS $t HiACER REDIA AIiN.SEPARATIbN To CLASS I I STUD TO ACCEPT r,-'� PEOTHj 1 2'F T (5G SCHEDULE ON SHEET 17j— Iry' EMSTING 1 PENEMIJD N OF Tit'2@HOED GLM1SS-..�•. AArA VALID FOR ; A6/TCsBy^. OF 1V rtI �0 LAO SC" ;.3 INSTALLATIONSATH Yptl LIMQ HB-V WALL HEADER INSTALLATION I uH a 9.- N O.SPAN,DESIC LOAD AN3 1 TO ��.- �. EXGLASS I rW S7Ah'MM 'I tj INSTALLATION NO.5IS Teas '.11"FORE eN WA GLASS-- [e CAO SA 7C ?!I CISTALLAAON is ONLY VALID !%im..d 3¢i I FOR WOOD W&MIN SPECIFIC i SethsaTia Awa TORS H RR IiADC mA'O GRAVRI'DP 0.50 AS DOUGLAS Oa 3t.19 FOi MR• '-g' t �`ffi�A I 1 BAz.,R.tc.,�l o FIR OR SCUTHERN NNE Nc.2. R�4 FOR 1111c .SMLRFER AS[C ell ^� � 1 OR W OR ED" a iouvn:s.vx Y 0 BE=metkUMN. OH'c►--CEILING INSTALLATION U HV CEILING INSTALLATION Yr Aw WAY ic.Crt ANV tATirAllATpH. K'C S3'NtATifli 10 OR @0 MdY,SEPARATION TQ CLASS ..%`+�,^' SE.°A1.AIICN (S SCHICOUI E ON SHEET t i j"'� ' I o 1 to�IIF ix"` Tb BASS J FXsnNc (SEE I ' i I arw^tSW=Ng .` ' SCHEDULE CLAS ON TCN 5'.�E7 10) 1 C WILL 'LOCATION 1....._... EXISTING I I 1 J4• 7 s�(s" �Slc.al+ KEY vox.. s/e'!++-"�. Wrsx R HEaa tEu �I DEGK REtsuIRLn 3 SCREY.'S a t 2"o.e i (NO FINISH 13"G'7 2:a"7A;N,WOOD 4 DECX P.-C,RET!(NO ALLOWED) FINISH ALLCWDt) I GE -----• "--"'.-'-.__ EDGE OF GcCK- 1' OF EDGE OF DF.CII @ IF CA IF APPUCAB� IF APPL=BLE •'r`- r A°PUCABIE - l- N S t 1"'c L q \^ I/4'a 7.710001 6R �PHiLU?5 THUS HEhO f,21i'CONT, V11r.o N WITH ADVANCED ui"' PACHINE SM_YS 1/4-0 TAPCON OR TPPCON WITH CEE, STS.pLp;F I TNREADFO'nt1 ToCHNOLOGY W/ t 4'-2Q NUTS i I HREADFCRV TEC,14ROLOOY'N/1 1/^,-Min. ' -T MN 1/2'MN.PL4I:7RA.TICN ® 727 O.C. I/4'1 TFwCO!i OR TAPCGN 7NITH ADV"YCED THR=ADFORM 2-PrN,---- PENCTRATTON OF THREADED .�- 1- T CF THRWED AREA ro 7ECHtaOLOGY W/ 1 1/2"M;n.PENETRATION OF THREADED AREA TO EXISTING WOOD HEAD'cR Sec --1 1 I ' EXtsnNT.WOOD HERDER AREA TO EEShNG WOOD M�tJ R.(SEE SChED1RE ON CPEE7 15) SCF E ON SNEc, 75j (sEE r u E GN EH T t5y a SEE LIMTARONS Or -FOR LXX}HV WALK-OVER INSTALLATION HV WALL SILL INSTALLATION SADE�bN-1-H is` HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone Ptttt'��F� !(l/l;";,� 02011 EASTERN vErBERTHA�Y.INC. N� Accordion Shutter System Ku RAM PT W/OR W/o KV.W=# F � 41 B7 American Shutter Systems [r.N DESOaP-DN art; DRAWN BY. A.C, TILLIT TESTING ENGINEERING COMPANY v j ~ las:N<w. sa st-se.:c1.v:,cuu 44¢'3G•+s,rugs',7.ts5e AssoclaHon, Ina. 1I OLD 11-063 t t/x/11 DUE: 71/26111 "4•- c 'i`- �� Pra�*e {J(}S}E71-15JD,.Fa+;(!05)87f-1577 4268M'CSirOOd9 Drive a 6RAIVING NO urnaola.am Wast Palm, 0each� FL 33407 s Ri11-192 dc'• RIO' EB-= 671a�`<pA (Csc �\ 11 WA:.eR A.THLIT Jr. Skil`/GATERw Lk.s 44167 s S SHEET17 OF 20 smflUSE FOR patm IN p � V�1 I P 1.NA%.!tiS.D.OFSGN PRESSURE PaT4+1G:+110.-110 p...f. � I 2 NAX.S4tM�4PAt2:46' J.ALLOWED NOUNRNGS:A.0.C&H ON SIMS 6,7:AS ALU AS Na17fiKC4 M.0.T.U&w t"i S"Mrs 16&17. A ONLY CEYTERNATES 2[}1 day(BOTH W/if7a OR}� A ALLOW?O WITH�11 ARRA'"EU 1N A SWMETfuly DA OPPO ND lA M.IN CASE 02 oppos14'O NS a 10 ' LITTON. 5 MUST eE INCLUDED ONLY AT ENTVWR ACCESS S'IOE OF 6w 610— 1I 1 G E. Trp,EA.END II A ♦ A t I ! S.W HY MIXUOW�SLA E Q SPaLL ONLY ALLOW A MAXVAUM CF 5 CPEniNOS ,' ',' ' (0"o HOLES)FOR.8 PER B:42E AT SPACBIOS SP'rm ON SHEE-4. (B)MIN.CLS RANGEJ--TW-OR BDTON ENE of Hu wN.x-tF RUDE, 11A)G g WINDOfi5 i • j s s • , OF AW 3'r HOLE FOR 'A SHALL BE 12'. ALLOWED tTJ YoNDON EtAAT OE 1 I ,, t ... .._(u)FRSr 0ABLADE CONING CUT PROM STARTERS AT ENDS MAY BEE HV WIN0BLADE hV R' / SS A A A A A 1 (0)hY IHOOW 01A0E ONU6T BE{iSEDA.tERNAT F.i0 A SQUID 11Y DIAo:7� j r muGHom v.URsit'S W!U1M. j g (£)G_ MALES'RAU-ALWAYS BE INSTALLED AWACENT TO A SOLID HV a o • r r ' 84�x 1 o BLA:E 7 Ai OTHER 510E OF THEM. 1 A 33![•• 1Y" ll SEE END o r I ( �i POLYCARBOXATE HY ITNDOW+�mtkL BE aisuam sa;' ^LITHS FKE SEE E CONNECTION A s s A THE INTEPoOR OF r4E O ENNC ff-Rm norv:lm.Kv wtNoa, MUST BE � 7�$Q /,/.�/�� A /\�.•LL/ ONLf INSTALLED AN;}LOCNED USIRC A Hv S511NO 1031.AiRWD, BY ASSA OETAli9 QN SHEETS tl+�� Ft •U RC. o& 1B TTP. I fjn Fut1 ME1GMr, I 0 (II e.SS ANCHOR SPAGND SCHEDULE FOR 445TALtArIONs INTO W0o0 FAANE �!A;�y BLILOI.NGS ON SF'--c ty,A;UMITEO.BY SOAK A40 DESGN LAID(SEF NOTES P YP Ci I u$.�. I 1 &2 ABOWE). 3 a6y 7.SLS rNCHCR SPAONG SClTDULE FOR)NSTALLARONS INTO PC;LD Co OR'CONCRETE 61.00N HALL ON Srz'.RS 12 O 1Z AS LIMITED by SPA`:AND DESION.LOAD(SEE NOTES 1&.2 ABOVE). I &V;VN.M SVPARAFIIOK TO OLA:S SCHEDULE.HER ASDL E-1946: D ^j'YP TCP&le.-TCFOR-RU Rr]A£NT5) Y7 j�a-C4-( ) ,7 v*D ZONE -MIx;N6M SEPAF.ATION TO MAS 1. UNLWITED'YYW.D -'- `-"'- i THRO S 1' ELEVATION 1"`sallm".N To C= EXlsnnc c Ass 5_504nxE 01 s= 4 s.xe AID Cts RLS SLEET FOR i)/ r - \ ZOr 7,, gYXf4 TRICCE. NTFA+dATE_S�2� Y!/0 37`,31 CSE'E Nb1T_4 A@0'vE) PLAN \ /� a._!P CAL 11 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (� SHUTTER* N.F.S. FLORIDA BUP.b!"tG COI)E(Han $Loh Velocity Hurricane Zone, 7¢NrrrrAA� 052011 EASTERN MLTAL SUPP-Y,INC. fT1 p Accordion Shutter System � � � >� �� P, �� _ LE C �m-. wV. EASE#1 W/OR W/0 ltv.VaCOW RADE American Shutter Systems ..tC DE calANax aATE OPAW1 BY: AM TILL(T TESTING & ENGINEERING COMPANY Agg001At�On1 [no, 1 AJ 1t-063 11/24/1, D.rE, 11/29/11 • f R ` G75]N,W,.Y1.e.Sly.S.,AS V`..nA W+=• 'S,FLURCA 31 ES Ph— (sOsk71-35.0.Fe.:(305)VI-1531 4268 Westroeds Drive 2 DPAW{NG No —3!tiller .0— West Palm 9each, FL 33507 s 0-001 719 11-192 Qj(`�, \C•111 r[FLORIDA J 441657E s SHEET `�QTJ961e ,�M4 DA3E 19 of 20 9•e 1 1/2•e 6.035'THIGC "`' INSTALLATIONS W/ Q1} HV BLADE---& HV CENTERMATES 2.DW"Mazy ,e:n.•She CAW. rdl a0 _( n•.`2 UETAL-tea T 16'a.t. W 43e INTO METAL STUD WALLS o s o.a 40 41 ado• c - 1/2 4;s1/4"a NOArINAL ALUM#NUM SLEEVE sass-Ts ALLOY if 1/4.a,/s.0035 T tK Ta'r.. 43c 431 /� SYSTEM INSTALLATION TO METAL STUD WALLS tar..Du y.sT iR c<cKAvn1 E q 8^ O 6 o.c r - $ yppo- A2 a-a 3 CME r0 vA.t-90 E SEPARATION TO GLASS SCHEDULE K cv Aa ZED FAMED To S1LC s " : ' w4&)19.1/2•rac SCRC4 oY MSTIWG FINISH 3 i. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 {psf) ar sfral p.Mr. f Fs�CAnLE ` N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM T li ASfM E-1996 SEPARATION -Iax.Lv GTH + 1' MIN,SEPARATIDH -3. ALLOWED MOUNTING; MS ON THIS SHEET. TO GLASS cx;sTlTc c�ssw To CHEOU 4"0-20X3" BOLT ;SEE SanEa•JLE) 43 1 T'Nr2U 3 ,� , 4. ONLY cTdTERI4tATE�2 i W/ 24 HV LOCK ARE.ALLOYt`D dh ;TYP.} m �' i" MUST FENE RATE .3t 10 WITH 2t 4RRA*vED 1, A METRICAL LAYOUT. t� a USE C {2) JS {c" LONG, MINIMUM) MUST AL•NAYS 6E 4 4" 1 �I•'e 6+/+'.1139 >NaK un. ExtsnRG�unsH ,1 f INCLUDED AT cXTERIOR OR INTERIOR ACCESS SIDE 0= 280 }1.373' ao" CONT.tl'V..STfE1 TaltK CNAYh'EL. AS APPuc•eLE I CENTERMAIE. I- u AGDd A-693 cPaDE aD 41n.0-'.0 t tai�— � OyLyNa2E0 f/,itEleED TO SNOS 1 w (2)fa.T/z•Tac scams aY 43c X430 � -1/100-20 THREADS BLADE'SLACK DETAIL.h'VF IS ALSO VALID FOR WO ELM CONST UCTION --------- 1/2" r2 CENTERMATE Lz�i APPLICATION WITH BLADE PRODUCTS FAB—LOK HD to 61.1 Tn'.0435'T1?>wK W °-VivzlE; T D.C.636A-193 tR+DE s0 2;:��: - �� COMPONENTS c-6o cvy.srEQ w .. .'_I S WALL HEADER/SILL I STALLATiQN ExslRc Fir;,sH As AFPLusLE SCALE:3/8"- 1' uETAL StuaS Ar 16'-Ole Nm �EM TCP 8 aa-'Cu)A �EXISM3 CLASiT•A653 C-`M r�`"c �y?N JZED FASMED To STUDS SYMMETRYCAL SYFvIMETF2ICAL I ,: MIN SEFr�.ah YA? tjf INTERIOR€EXTI aIOeF�Errsan I,I d3a d36 43c �!3 CENTERMATES W/ CENTERMATEa W� To r-lSS z r , {SEE SCkcDULE] Pae r ,EXTERIOR ACCESS SIDE { TERIOR ACCESS SIDE I L 4 6•c11pa ------=------- -- _ ===== =- =.___.—24 - -----_--_----- -- --_" `------------ = ---------- 12 ---_« —_ «_ _ « « _ _ ---------- 21 1 L)C ED AT 1 H H ENDS �y� -- - - -S - ---- - i ---- V1 W Y L 2 - _ (s"Mil.) 1 24 SiOE CONNECTION TO TRACK r-3 1!4'{rsa3 6 1f2<(tyro.}•—_ - —_.-7•—T---------* T"_._ w6 1lz MAS.sutc �k# {Con ) ffivi BY3 BLAOE SLACK KtALLJLVE EVC FLORIDA BULDNG CODE Non High Velocity Hurricane Zone tiPPrr/rI//i/ C2011 EASTERN 4ETAL SJPPLY,INC. 1Tdn�roP A;T�LUT j a BERTHA HV ice' Accordion Shutter System LEC o rHc. ■ ■ ■ H.V. SLAM ji W/OR W/o I WiNnavELAIDE IdO.4,4i 67 American Shutter Systems y * irlLR TESTING�c. ENGINEERING COMPANY ry.Nd Dzsca,rrroa DATE DnnwH E s .s AssocIatlare, Inc. , aLo 11-G53 1:/ /s: D c: cilzsl,l 8355 ti.,',➢$!11.5T_$S:35:,VG.Wf»t CJFII:-`S.PUk{OA 33S[8 Q+ all -T��1 �ncne:{saslaTl-1 s.f�.;i3 s)sr1-,611 4268 Westroeds Dr;e 2 DRAWING NO e-':Geeea:oBx West Polm Eeaeh, FL 33407 3EB-M -192 % TER_.K' IT&.Ps. P, 5; 1t�13A $ DATE FLagDA •9 44167 5 SHEET N0 Of 20 Florida Building Code Online Pagel of 3 57 s ♦ d ,+tet ® ( '" Florida Departmeit f SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts !Publications I FBC Staff BCIS Site Map Links Search I Business�`� a� �'` "1 Product Approval USER:Public User PrOfeS$Ibi Regulation Product ADDroval Menu>Product or ADolication Search>Aoollcation List>Application Detail FL# FL11968 Rl h= - Application Type Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. F Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R1 COI EASTERN METAL Certification of independence drwo 11-223.0 Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabui lding.org/pr/pi_app_dtl.aspx?param=WGEVXQwtDgsxYIeb4opODf... 5/23/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Summary of Products FL# Model,Number or Name IlDescription 11968.1 .050"Bertha Storm Panel(2 Corrugated aluminum storm panels retained or not by 1/4") Drawing Number 11-222 tracks to provide hurricane protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-222.1)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max Span is 12'-11"for+30,-30 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 8'-2"for+75,-80 p.s.f.ASD forreport drwg 11-222.Ddf mountings without"H"header. See sheet 5 of installation Created by Independent Third Party: Yes drawings for other spans and pressures. I 11968.2 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by Panel(2.25"Deep)-Non-HVHZ- tracks to provide hurricane protection. Drawing Number 11-224 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-224.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12'-0"for+25,-25 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 4'-0"for+125,-130 p.s.f.ASD for report drwq 11-224.Ddf sections 1,3,4,6,7,8,8A,9 and 11.See sheet 10 of Created by Independent Third Party: Yes 1 installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steelrby rrugated galvanized steel storm panels retained or not Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 11-223 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-223.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 9'-8"for+30,-40 FL11968 RS AE EASTERN METAL Product evaluation p.s.f.ASD and 7'-2"for+70,-80 p.s.f.ASD for panels re ort drw 11-223,Ddf mounted without"H"header.See sheet 4 of installation Created by Independent Third Party: Yes I drawing for other spans and pressures. i 11968.4 Clear Bertha Storm Panels(2 Corrugated Polycarbonate Storm Panels retained or not 1/4")-Drawing Number 11-220 by tracks to provide hurricane protection. i Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- Approved for use outside HVHZ:Yes 220.Ddf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max.span is 10'-0"for+28,-28 Evaluation Reports p.s.f ASD and 4'-0"for+105,-110 p.s.f ASD design load. FL11968 R1 AE EASTERN METAL SUPPLY Droduct See sheet 3 of installation drawings for other spans and evaluation re ort drw 11-220. df pressures. Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions regarding DBPR's ADA web accessibility,please contact our Web Master at webmasteradbor.state.Fl.us. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 GENERAL N07E5: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIWCE IN ACCORDANCE NOTES: WITH THE 2010 EWTION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL fiZ BE INSTALLED AT HIGH VELOCITY 8.1)MINIMUM EMBEDMENT OF TAPCOM ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MIAMI-DARE/BROWARD COUNTIES). UNIT SHALL BE 1 7/4 7 3/8'FOR ZAMAC NNLIN ANCHORS AND 1 1/8'FOR RED HEAD DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED 1N70 THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE I I/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 7" FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTILLATIONS UNDER 2010 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, UL71AMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULRPLYING THEM BY 06 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 I/2'LONG TO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33S INCREASE B.4)IN DISE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS SHALL BE W ALLOWABLE STRESS FOR WIND LOADS WAS AQL USED IN THEIR ANALYSIS,A DURATION FACTOR CO-1.80 WAS USED FOR LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFTCARON OF FASTENERS IN-WOOD, B.7)AND B.2)ABOVE. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE KITH SECTION 16011.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFTCARONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE AS PER AR REPORTS f 0121.01-98R,f-0329.01-00,j 0525.01-00 AND#0512.01-03 AND !MANUFACTURER. /'0617.02-04,AS PER SSTD 12-99 STANDARD. 7.PANELS MAY ALSO BE INSMUED HORIZONTALLY FOLLOWING 1NSTALLA77ON DETAILS SHOWN ON SECRONS I THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-HJ4 ALLOY. 9)EXCEPT THAT HEADERS J, 4&5 SHALL NOT BE USED, 3.ALL ALUMINUM EXTRUSIONS WALL BE ALUMINUM Assoo TION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE TIDIED. B.ITSHALLBE THE RESPONSIBIUIY OF WE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS U4 STUDDED PLATE AND(v5 SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ANSI SERIES OR CORROSION RESISTANT CQA7ED CARBON STEEL AS PER DIN 50018 W/50 kI i YIELD STRENGTH AND 90 ks;TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. THE INSTAUATION CONTRACTOR IS TO SEAVCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON77N000S CONTACT WITH THE 2411.3,3,4. BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. S BOLTS TO BE AS7M A-307 GALVANIZED STEEL OR AI51 J04 SERIES STAINLESS STEEL. WITH 35 ksT MINIMUM"ELD 57RENGTH. 10. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT;Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO.WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)CON7RACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLARON INCLUDING UFE SAFETY OF THIS PRODUCT, (A)TO EXIS77NG POUREQ CONCRETE' BASED.ON THIS RED.PROVIDED-ME/SHE DOES NOT DENATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1/4"0 7APCON ANCHORS AS MANUFACTURED BY LIN..BUILDER. CONSTRUCTION SAFETY AT 517E IS THE CONTRACTORS RESPONSIBILITK //4"O.CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST-CORPORATION (e)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4=B ZAMAC NA/UN-ANCHORS AS A&WUFACRIRED BY POWER FASTENERS, INC. - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO mole&female PANELMATE'AS MANUFACT41RED (d)SITE'SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL--BECOME THE - BY-POWER FASTENERS,INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 1/4'0 x"3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACTING-AS A DELEGATED ENG114EER TO THE P.E.D.ENGINEER, SHAD.SUBMIT TO THIS LATTER-THE SITE SPECIFIC DRAWINGS FOR REVIEW. NOTES: A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314-,FOR ZAMAC ARUN ANCHORS IS 1 J/B;• (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMATE ANCHORS IS 13/4"AND FOR CF TAP-GRIP ANCHORS IS 1 1/41. PREPARED IT. A.2 718'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO It. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY WSIBLE LOCATION AT STORM PANEL IN ACCORDANCE M7H SECTION 1715.8.)OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EAST,AND 1" LABELING TO COMPLY WITH SECTION 7775,8,2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. AJ)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WI7H NO STUCCO. A4)IN CASE THAT PRECAST STONE;PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDIC47ED ON NOTES A.1)A A2)ABOVE (B)TO EXISTING CONCRETE BLOCK WALL 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BUILDEN 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. 1/4'O ZAMAC AWLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC, 1/4'O x 7/8'CALK-IN ANCHORS OR ELCO male&Fem01e PANELMATE'AS MANUFACTURED nFF////////...� INC AND ELCO ONSTRUC770M PRODUCTS - 114'POWER 14TE�POINTS SOLID-SETCANCHORS AS DISTRIBUTED BY ALL PONTS SCREW, BOLT&SPECIALTY COMPANY. 11''''�`C,......... 1/4'O RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W.BU/LD£X. ,W1` Q� EN J�:` FLORIDA BUILDING CODE (Non High Veldc!ly HurRcane Zone) 02011 TILTECG,Na 0.050" BERTHA ALUMINUM STORM PANEL LG./R.L/A.G. (2.25"DEEP) asuwN er. EASTERN METAL SUPPLY, INC DAM " o STATE OF :: 'L E C' T N e. 4268 WEST ROOS DRA2 YILLIT TESTING&ENGINEERING COMPANY WEST PALM BEAON,FL 17407 11-222 ey( , ivll106 PHONE:(i67)109-6r26J FAX•(567)84I-7716 -7 DRAW040Ne 1 WALTER A 71LUT k.P. 010 v-IMI Iym/I FLORIDA Lk. 44/ E. 87 6NEE7 1 Of 9 2170' c 1000'Nw. 2170• u.e1s-(TGrAt WwnIJ able(70rk W7Dnl) 25_ �12W0'(F =T"Wm1N)---j �--�10'f£FFrcme WDIN) R.as°• n JS F.I29' 1.100" 1.500• 1.500' 1.50°• 1.100' I.SW' 1.9W' 1300' 2.470' ®As.wvuclae nml I la AS APAICIBIE nw .rzs + � Js• .ras' .125• Rasa• I I Gas°• nZ s $��{ R.125 + 0773' h, N aQ� II I I II 'B• N $ N •ry .071' ' N 12129'-1�-1891'�2I75'-•� �21aJ'y I •'� N rp A h 2750'-I O FULL ALUMINUM PANEL HEMMED £DGE� ® L U E 2.591' 7,750' FULL F ® "h'HEADER .,.•`°18. I' 4Q 3'-flax. "U'8UlLD OUT Q5 'U'-HEADER 60YE:J/E•-,• scuc,J/e•-I• 15.119•(DIAL WIDTH) 9.rr9•(TVZ WIDTH) 12000•(VFECTNE AMTH) �-eWa (Frsrcrm vnDm)-� rsDO' 1.900' 1.500' 1.500. I30D' ,.500• 1,500, 2300• .2111-• ®a AppaAar er i) I ,:AS APPlIG61E(F>) I - $ - .lee• . e �• QQ L .tea• o 'n .sea• w e � �ry + �ti� .171 .h� .sD g�� .190• f�2121'-1�1691'�2175'� 1�21aJ'� .19' 'rye -p n b� R.067' �� .090' • q7 �y O FULL ALUMINUM PANEL WHO HEMMED EDGES ® DG X00 °9s' aea g w• 005•r'R Jet 1o00•alw.OS M Ii1- L Q7 T'ANGLE BUILD OUT O 8'B. �. A 3 'S. O. 8 REVERSED-'F'ANGLE - 4�=-- BRA MALE:JA.-I. 'F' TRACK F' TRACK TRACK 90LLDLL6 a T%•"r .171' 1 I 1101%C= 125' .1Be �. ' v!S SND RN£IfD ro �I • T F^aw' a cT aFO .,o SHOW o��. � .165 L 2000" $ • I RC ? �1 '{ x 091' a d 0 LID OO4wN� WJ 11 IRI L K I L 1 R.lar a.OW' 0. 2000 I 1000' 90 'F' TRACK.ANGLE /0 STUDDED ANGLE » 2'x_5'(Max.)x .125'ANGLE T- s-E, "s-E,J/a•-, e9u-n-ALL., •r/a'.1, ,oeJ' § I I -e75• %d 3 d ¢cr ar IHI1-050'OR.060' �� 0>¢°c0 �4r race arQ O 21 '�5 711'p 101 M" DETAIL DETAIL I: SND By DIE GST ZINc ONOa2'ISRID NETED NICKEL PL170 WINO Nur' �TO Pure • OPTION f N 12A ROUND NO F AT PANEL ora Da 251 Q2 KEY HOLE AT PANEL (OPAON TO 12) 'f''� .D9J• 7.188• .. m' 1.an• A •a 9�. • R1•aza' FLORIDA BUILDING CODE (Non Ulgh VelocRy Hu one Zone 02012 nUM0.INC, 0.050"BERTHA ALUMINUM STORM PANEL LG.lR.E./A.6. s7s 569 e2 ? 6 :-•. (2.25 r DEEP) DRAIN Dr. EASTERN METAL SUPPLY INC n�D6�1' © KEY ME WA ©STUDDED PLATE SNAP CAP o•, ,ST TF, :• �� ` °"� D / r� 1 L ECOm.N�. 4260,WEBT,�,DS�>� aOaJ-)0"Lp7 _ •'•, /• I`• •aV 1Tl L TESnNG A'ENGINEERING COMPANY WEST P"BEACH,FL 17107 ��-,122 scud I'-I• �.,,^r -r' ��{7��.••'`•\`11 ew xN Jau.s,..sra.,oa.vw¢wA awexb n.orae PHONE(561)209-9263,FAX(561)511-171e D 9-00°8719(�1e7,-rsJr �xrnx nrt DRAWING Np S�ONA��,r�� 1 WAIMF?A TILUr-k P.E Gpas-r.r ruwn 1 FLORIDA Up. N,67 SNEE!1A M 9 TOP TRACK (SEE COMPONENTS, SHEET 1A OF 9) CONCRETE ANCHORS (SEE SCHEDULE) 1�Mn. 1�1An. a o 0 o 0 _r_ _ ___r_r_ ___r-r-r--_-_r_r_JU r_r__r_r_r_r___r-r-r� i i i i r r i i i i i i i i i i i i i i i A k O N W 2 N 2 O 1 J Tw Q 2 W v w a i J CONCRETE ANCHORS (SEE SCHEDULE) r-� I min. I min. BOTTOM TRACK +0 y�P.,.••••••••..J C//._ TORM PANEL TYPICAL ELEVATION (SEE COMPONEN75 SHEET 1A OF 9) 1/4"Max. GAP 1/4"Mox. GAP IVAL FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) 02077 7x7= Nc. 0.050" BERTHA ALUMINUM STORM PANEL (2.25"DEEP) DRAW er. 17/06/17 SECT/ON A—A EASTERN METAL SUPPLY, INC a7E L E C O N 4266 KST ROWS TIU.IT TESTING t ENGINEERING COMPANY wesr PAW seam n.11407 11-222 SCALE: 1/8°m I° nw x¢,mec�55rr..sa sax 1xrast cwroGa n.alae PHONf.(561)209-6267,rAG(567)64/-7716 P,1ana:(10170]1-Idle. :na5JB77-!UI M�tDs pr! OR.1WA'0 Na EB-000671719 WAifER A RLLIT.b.P.E m m-r.r ruaan SN[[i T OF B ROR/DA L'a 44167 TAPCDNS.ZANAC MN RFD AT. 7APCONS.ZAlNC NAIITN,RED NTAO TAPMYS$ZUMC MUM RCD HEAD EICO DMWtdWFJ PAU WIE TAPCLWS.Au PDM/SOUD�-W, 0 Conf. ��LE P��,£ 'Q DYttlgltT.Cr 7M-GRl A r&DR ANLTIDRS TA NARK(RID HF.N OYNA�OLT. ANLHCRS g Ciro MILF/iL11A1£PAN[LINIE (SFE F/OR SPACRG) CrCF TAP-GRIP,rux-w OR (srr solmueC FUR VAMW) 4 Cont. '''1013 WtF/FCNAtE PAN[LY.I7£ (SEE SCHEDULE TOR SPACMG) I Cont, 8 (SFC SCHWD /DR 9 CWG POURED I CONCRETE POURED CREWC POURED CONCRVE WRED I . LVNCRE7E REQUIRED p REOUtAfO p W I 2 i EWIR£D W I N� W rys 0 -1 SEPMAPO/I TO Mw/MUM 1'MINIMUM ��i, GLASS I 1'Y/N1YUY I SEPARA TION TO I T SEPARATION TO I li SEPARA77ON TO I I GAS {y GL4w YI u T Jr+' D� JBD/J2'WW NC Nu7® / • 2 p IT O.C. I T BOLTS W/7/8lx I J/J2'WING Nur I T /J2•. Nt?m I I d t3/2 4 C 12 O.C. L Cant POURED p I d d e CONCRETE PO ED W I OR CONCRETE W CO CRETE _ W BLOCK D I 0 CONCRETE CONCRETE W POURED CK WAH I CONCRETE EOU/RED BfOU/RED T OR CONCRETE L� OR ONCRETE JI 7.Cont• &.00C WAli 6 Cont I BLOCK-WALL ,�7.A,N,� RfoUMED I REQUIRED LL I/"0-20 M.i T ALL PORI 50UD-SEI,' T 7AYAC KNOW.RID W-D J I � � W/-NUT-eT 11�0.C. SALNC ,RED ICAO Drmmll, 7,CF TAP-GRP,CUK-W D4. g TDMHOpLi. TAP-".WIVOR lAPQ7NS LUNC.ANDJM FED HELD 'CFTAP .CALK-IN OR Co RALE/EFALAIE-PANRWW RCD PANUAM E Con! ANGN�15 ELCD YLLF/-TFYAIC 191NEllaTF ANCHORS SCMWD FOR SPA ) (SEE SCMEODIE TOR SPAONG) (Sir s 6 EDiM�L T nww OR 1 cont. (sfE srHmule_EnR sPAcmn) �R6. SECTION®ANCHOR _e=SCHEDDIE JV?,SPACD) WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE:JIB'o I• SECTION 3 SCALE:JIB'= I' SECTION 4 SCALE:J/B'= r 1'MINIMUM 7/B'x 3/JT'WINC NUI I I W SEPARATIONE.TO CLASS --(T D.-EDGE DISTANCE 43 72 0. (S£f 5'CNEGULD £GN RNISHM WALL SHEETS 6 7 OF 9) T (W/STUCCO) I .. '7 a 7 � W I I C,' — — 1/4'Dpp-�20 x J�+' ��FOR COMBINATION OF SECTIONS a POURED c I �J7 iNC/Nur o WALL/FLOOR/CETUNG MOUNRNG SEC77ONS CAN BE POURED I i CONCRETE W I 72 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OR CONCRETE OR CONCRETE S' BLOCK WALL OR CONCRETE BLOCK WNI REOWRED L! R£pNRfO —/ g o cane. Z 7AYAc MUM CF W�RP,AnAMTE I A C°nt• \l('�'��A pTen' FLORIDA BUILDING CODE Non High VelocityHu One Zone SECTION®STUD (SR S�Uur �,� ) eA1 V`_ \GEIRS''• J"7 02011 RITECO,TNG 0.050"BERTHA ALUMINUM STORM PANEL I_G./Mc/a G. e =''' (2.25"DEEP) DRAWN BH, WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ' �o t6T'N ,2/06/„ SECTION 2A SCALE:J/B a I `�114 ' EASTERN METAL SUPPLY INC SECTION 1 SCALE:J/B'_ , `q:. Mc O T N C. 4268 KSF ROADS DRIW ' D4m STATE OF N wEsr PALM BEACH,FL.MU07 NN TILLIT TCSTING A,ENCINCERIAW COMPANY 1 1-222 /�:DETAIL OF SECRON o STUD VALID ALSO FOR 0�[•.•.,F�O 1Dp. \� S� sw n¢.uu n-_.w.med rrx.1 n.11, PNONE.�(561)20.9-626J,FAX:(561)841-1716 WALL OF INSTALLATION-SECTION 2(TOP) . `- "..... \\111 Paan. (��7EB-0006719 nWml-191 °°' nn' Av w DPAW/NG No sS �,d WALTIM A Nun r.P.e nD m AA%Oa I� •• II FLORIDA LY. "167 ra SKEET J OF 9 TAPODA 7APLCAM 2AWC N16w MIME rALA•-w tW£tm NNF TAMMM GU(-w GR¢m LLALL;/ 7/80 WMG NUT ONLY U TAP-LF1P,fAtX 10 Cenf. AELLAIE PAN¢M4M SPA= ILINLE PANIIWIE AMJKlRS .APPLICABLE AT (S¢SCRLDULE MR SPACWO) £.D. (SEE 5L72DULE JIM SPAtwtl) FZOR ELm YNE/AEMVE 1//f'm-10 S S MACHINE � f 0. MALf PANELMATE(TYP.) PANfrAN1E AACRoaS Lt017'; NUT&WASHER' dLK-IN ALL POINTS SOLID-SET OR Pa£aSveHtnuLE rmrr g O J1 0.C ELCO MALE/FEMALE PANSLIATE ANCHORS POURED CONCRETE I I POURED C10NCRETf I Ie I REQUIRED J (SEE SCHEDULE FOR SPACING)' I REQUIRED f';'I ISI POURED7 I couarETE ED RED p c: CONCRETE d I w I n o I '� ALTERNATE OR CONCRETE w I h a Ij a LEG LOCATION I BLOCK WALL S I 5 CarE 9 Cent I REQUIRED I I cont. j I W Rr/04'm-20>J 4• I T 1•MW1MU7.1 I V 1•M/N/LTUM I 8 3fJ2'W NG/NUT'®' sEPA ro I SLPARAGLASS �N To I T 12 0.A I T SEPAR�ATTONNro I f I GLASS SEFAPAnoN TO I I � I Gtass J/S2'WING NUT® T 1 � ALURN47E 3 I LEG LOG710N g r0nr. I 1 7/g J/J2'wwc 9r0�4'm-zo Jj4' a i 1 NUi•® J/J2WINO NUT O Is cool 7a o'.c. _ CONCRETEw I EDN w r I B ed,e. I BNC LOB - OR.CONFJTfTF - _ REQUIRED BLOCK L J1•Mn.�I1 / CALK-1N,ALL POINTS SOLID-SET OR.�a g 1'Min. -I POURID COM.RLTL' I f' POURM myCI-X r' 1• ELr MALE/FfDNLE PANEYMAIF ANCHORS TAPCLMS y+yfe-N•uyy,Rv- 1/4"m-10 S 5.hfACHWf B� I I RE&JR� I (SLE SCHEDULE FOR SPACING) _ O1TIA9(X15(BGOU(Oh2YA!,Y IAP-0WP, OLT W/NUT&-WASHER APmN$fA(X-w'R=—Z LN(F 7APCVS.CAVE-W OR¢m fALR-w 04¢m-ArNE/FEl[NE ®12'0.C. AEAL�LE aWLT X Axoa�,¢ E A TOwEE PA lr ANTJAIPS PANELWTE NRYIORS 11 C.M. (SEE SCHEDULE FDT-SPACWG) (SEE sa'E Y FOR SPI w) (SEE SLDIEWfE TOR SPAm/6) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING 8f: FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 sGAHE:Jia•e 7• INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:J/B'=1' SCALE;J/B'm 1• SCALE:JIB"- T• •sCR£Ws USED AT ANCHORS NAY BE 7/410-20 SIDE 7'MrNuruM I I �&L®/®OR 1/40-20 TRUSS HEAD BOLT SEPARATION TO GLASS I •SIDE WALK SOLIS ARE 3/90x3/327HICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A2 I &8.2(SHEET 1). I1/9.0-10 R J�4• E O. EDGE CHEDLE •TRUSS HEAD BOLTS ARE 112-0,718-TMG•HEAD C.M.. SOLIS w/7/B (SEE s6&7 ON 8 J/J2•WING NUT-® SHEET B&7 OF 9) UACaNE SCREW W/LENGTH AS PER N070 A2& . I 12'0.C. 8.2(SHEET 1) BINATION OF SECTIONS / 1•o00u //II 11•�O WAAL%h2OROR/NEILING MOON"o SECTIONS CAN BE \L+(�yP� uPcoN�au'-W OR¢m uNE/J E D. COMLTINED IN ANY WAY TO SUIT ANY INSTA=L aN. \\\ FLORIDA BUILDING CGDE (Non High Veloclf Hu one Zone) F'•. (Fu°4Lr EV,.""DRN w`C) omn mrrcG.IAO. m50"BERTHA ALUMINUM STORM PANEL L_G./R.c/Ac. POURED CONCRETE) r��- Q?->L � f'•�;.:) (2.25"DEEP) DRAwA•Br. REQUIRED 71Z - ` 12/Cs/rf FLOOR MOUNTING INSTALLATION �:• �ar�o EASTERN METAL SUPPLY, INC DA>E MON.FL M407 _ 1 L E C O m 42M WEST ROADS DRNE — SECTION SA SCALE:3/B = r =��F'-/ORIDP: �kEE ,\'\ e TESTINGSs.m ENGINEERING COMPANY -,_ PHONE.•(s�20�t12�FAX'(5EI)84J-1716 11-222 SS••..........N��++ :(�A),916!0.0 DRIMMC Ne WAVE49-000719 JRRLJ4 P.c ou 0o-f.f ,u.in rr1 FLORIDA 4'e. HI67 SHEET 4 of 9 POURED CONCRETE Q II POURED CONCRETE OR PARIES J' CONCRETE BLOCK WALL OR BLOCK WALL REQUIRED \ Mar• REQUIRED II POURED CONCRETE �� OR 2'x J`r.00J"J105 H-14 OR �1 A POUR[ I I CONCRETE BLOCK 606J-TB ALLOY,Cent Al—ANGLE CONCRETE OR II WALL REQUIRED WRN ANCHOflS®12'0.C. / CONCITEIF BLOCK CONCRETE 1.500'N;n, WALT.REQUIRED I e ANCHORS 2.500 Myh II ! ®12'0.C Nin. CONCRETE L� II (1 D 1/4'GAP ANCHORa C. VARIES � /\ REQUIRED ALWAYS �o OR OR 1.000° 2'x 4'r.125' \ 2°Mox. \\ II OROOR OORO TO 2' 5'x55055` ALTERNRfE LEC LOCARON \^ J Cont.Alum. OR 606J-76 ALLOY ' \ I OR® Cont Alum.ANGLE OR I ne AWm.ANGLE - __.� J ORJL Alwn.9} SHEET METAL Nunn. 1/4BOLT 4'. r.071' BENT PNTF ®24 0. J Al 4 OR 606J-76 ALLOY W/JACKNUT Cane1t. H Alum.ANGLE ' CASE 1 (Pion) CASE B (Plan) CASE C (Plan) CASE D (Plan) SCALE. 1/4"= 1" C SCALE. 1/4"- 1" SCALE: 1/4'- 1' END CLOSURES DETAILS S . 1/4"= 1' MAXIMUM A.S.D. DESIGN PRESSURE-RATING- (p.s f POURED CONCR£/E _ CONT. AND CORRESPONDING MAXIMUM PANEL LENGTH "L" BLOCK Mn. SCHEDULE FOR A GIVEN PANEL SYSTEM REOUR�ALL (OPEN PoSRClh+) POURED'CONCRFlF [REDD) OR CONCRt7F BLOCK TAPOON ANCHORS OR WALL RFOURFD -y"MiM Nan PANEL LFACIH ALL POINT SOUD-SET A.S.D.DESIGN L(TG) (SEE SCHEDULE FOR SP/IN I - y NpTE.•SNAP CAP TO - PRESSURE RAl/NC - REMAIN CLOSED Al NTIN (P.-N I HURR/CANE-CONOIIMNS. MOUNDNC W/ NOUNI'NO W/ WAIL MOUND�,�,G W/ N N'HEADER 8 h'HEADER QJ COMPONENT`C•J&© COM. +30.0, -JO.0 12'-11' 12'-1T" 12'-11' I"MINIMUM +Jo.o, -35.0I SEPARADON A6N/MUM p TO GLASS CONT. SEP TION I Ir +35.0, -40.0 12'-0' 12'-0' 12'-0' I 70 GLASS SS I 7/8'x J/32' WING NUT O +40.0, -45.0 11'-2' 11'-2' 11'-2" I W EA.STUD +45.0, -50.0 CONT. I C0 O CASE E (Plan) j111TAAA.Arrxi'�J . l0'-7" t0'-4' r0'-7" cONCRETE ,III pICERA. d �` I 2 BLOCK WAIL 141 V r �✓(!I W REQUIRED SCALE 1/}"- i' 1 `1 f.,�; - +50.0, -55.0 10'-0" 9'-4" 10'-0' POURED CONCRETE / I (CONE OPEN PoSIDON+) `1111 �'•- l.f++C /f` B'-T 8'-6" 9'-7' OR-CONCRETE BLOCK / SECTION-0 STUD +55.1, -so.D WALL REe TYP. TOP/BOTTOM . :v• /y J�7 +60.01 -65.0 9'1` ,9'-2' ALL PO ANCIiORS OR T. (SEE�NEDULE FOR SPACING) 1 (OPEN POS/DON+) �'•.•�•T'q�C QF •;• 1� I +65.0, -70.0 6'-9' 7'-2' 8'-9' WALL MOUNTING INSTALLATION ass/•oR►oA,... L? +70.0, -75.0 6'-6' 6'-8' 8'-6' FLORIDA BUILDING CODE (Non Hlgil VQloclry ca�1e) SECTION 02011 IMF=o.INC. 0.050"BERTHA ALUMINUM STORM +75.0, -80.0 8'-2" 6'-J' 8'-2' SCALE:3/8`= 1"" (2.25"DEEP) DRAWN Br. DAM tlpT�MINIMUM PANEL LENGTH IS J'-o'. � EASTERN METAL SUPPLY, INC 0A1E• LE C O H C. 4268 WEST ROADS GAVE TILLir TESTING h ENGINEERING COMPANY NEST PAW BEACH,2 J3407 )1-222 nue xx sen9. .ue,xxrw epwnq n.ulee PHONE(561)279-826.1 M'(581)841-1716 I Poor'TJW1e 0-00067711 0. 9,(AUAI)I-lyl N6 OOGO/nd/ DRAWING Nb EB-0 9.i WALTER A.DLLIT•.F.P.E ain ae_leI ,{AW, TLORIOA lie. }}167 6H£!T 5 OF 8 rHls sexmOtE wDKw1Es REG ANaroR=GL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f 1 AND CORRESPONDING MAXIMUM ANCHOR FOR A GIVEN A.£D DESAw Ld10 ANO PANf1 HOWEVER YAXWUN PANEL LENDnI EM A GNEN E D. EDGE DISTANCE "AL£A LQZ ON SH YI/ST BE VM`D`AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES ' SCIIEDUIE ON SHEET OF a AfAXI�TI/M MAXIMUM ANCHORS SPACING FOR E D..J 1/2••• OD �UCOLE 70 M 'TSUX N MAN1NU1f ANCHORS SPACING FOR E A=J 1/1' PRESSURE TAPCONS Rf OYNABOLi CALK-M SCUD-SET PANO.MITES' CF TAP-GRIP SECTIONS/& PANEL DESIGN TAPCONS IAWC NVUN DESIGN CALK- APPLICABLE TO W17BNA RATING ANY COUSINATIO LENCrH PRESSURE RED HD.DYNABOLT M SOL70-SET PANFIMA7E5 OF TAP-GRIP £ECRONS/& PANEL ANY 0\7MHINAT/0 LENGTH {p.xLJ ro ro TO ro 70 ro TO ro ro ro ro ro OF THEM t'(/L) RATING ro ro ro ro TO. ro ro TO w 10 to r0 or THEM CC.YCREIE WSONRr COM"RE7E MASONRY MAL^RLTE WSCNAr CONCREIF WSO7lRY CNA:FETE WSNlRi LVNCRETE WSONRY fP'9'1') C6VCREX Ws:w CONCRETE WSCN CONCRETE AAWARr CONCRLTE MASONRY LbACRE1F Wsaur CONSTEIE WSOV.% Z•(1LJ /2' - 12'++ - 12• - - - 12' - 12' - 1(Top) 72' - 12'++ - 11• - - - 12• - IO' - 1(TOP) 70' 72"++ 12' 12" 8• 12• 12' 12' /2' r2' 10-1/2' 1,9+(Bor7oN) 12' 6• 12•++ 72' /2• 5• 12• 12• 12• 22• 11 1/1' 6 1/2' 1,9+mmoM) 12•++ _ 12 12' 1Z' 72' 12' - JZ' - 1.9+d171)-) TOP12' 6' 11,++ _ 12" TV 12' 12' 12• - 11 1/2' - 2.9+(TOP) 1 12'++ 12' 11• 8' - _ i2' 12- 12' 10 1/2• 2(BIz" 6' 72"++ 12' 12' S• - - 12• 12' I1 1/2' 6 1/1• 1(BOTTOM) 12' !0' 12"++ 12' 11" 8• - _ 12' 12" 12° 10 1/1' ZA(8 12' 6" l2'++ ry 11' S' - - r2' 11' 11 I12. 6 1/2• 21(9077041) +35.0,-4ao 12' - 12•++ - 12' - - - 12' - 12• - J&48'-0' fila-4a0 12' - 12' - 12' - - - 12' - 11 r/2' - J&OR 12' 10' I2•++ 12• 12 8' - - 12' 12• 12• /0 1/2• J(BOOR 69 12' 6' 12'++ 12' 12• 5' - - I2' 12• I1 1/2' 6 1/2' J(BOTTOM) f0'-DLESS lT 10• 12.4+ 12' 11 g• - - 12' 12• 12• 10 1/2 4(BOLESS LE55 12'. 6- 72'++ 12' - 12• 5• - - 12' 12' It 1/2• 6 1/2• 4(BOTTOM) TO 12• - T2•++ - 12' _ - _ 12• - 72• - 5(RTP) 12" - 12'++ - 12' - - _ 12• - it 1/2' _ 5(Tap) n'-n• 12' /0• 12•++ 12• 12' g• - _ 12' I2• 12• 70 7/2• 5(BOTTOM) 12• 6' 12•++ 12' 12• 5• - - 12• fY 71 1/2' 6 1/2' 5(BOTTOM) 12' - - - 11" - - - 12• - - - 6(TCP) 10' - - - 1O• - - - 17. - - - 6(Top) 12' - - - Iz' _ _ _ 72' - _ _ 6(80770N) - - B _ — _ B' _ _ _ 1/' _. _._ _ B(BOTTOM):- /r• _ _ _ /1' _ _ _ _ _ 7P• _ _ - _ _ SA7 BOTTOM_ 7• - - _ Y _ _ - 9 TIL' _ _ _ -54 BOTTOM 7 TOP 1!• - - - -72' - - _ 72' - - - -"7(BOTTOM) 7' _ - _ 7• - - _ 10• - - - 7(BOTTOM) _ - - - - - - r2' 6• 12' 12' 12' 12• - - 8(TOP/BOLTON) - - - _ 12' - 12 12' 11' IZ' - - (70P/BO7TOM) 12' _ 72•++ _ 72' - - - 12• - 11' - 1(TOP) 12• e" 72'+. 12' 12" 6• 12' 12• /2' 12' 12' B 1/2' 1,91'(8077041) + ONLY..TAPCON ANCHORS-OR ALL POINT SOUD-SET ALLOWED FOR MOUNTING SECTION 9. 12' - 12'+ I2° !z" 12• 12' 12• 12" - 11' _ 1 1,9+(TO1) ++ ANCHORS SPACING ONLY VALID MR 2AM4C NAIUN. ++ • SEE SHEET 8&9 OF 9 FOR ANCHORS TYPE&SPACING 12• B' 12" 12° 12" 6• - - 11' I2• 12• 8 1/2' 2(BOTTOM) FOR INSTALLA17ONS INTO WOOD FRAME BUILDINGS. 12' e• 12'+412• 12" 6• - _ 17• 12' 12' 8 1/2' ?A(8077041) rr MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 7/2'EDGE DISTANCE, ILL 1 j1AA '•A"' +J5FOR E.D.LOS THAN J 1/2;REDUCE ANCHOR SPACING BY .0,-40.0 72' - 12•++ _ 12• _ _ _ 71• _ 12' - J&4(TOP) MVLOPL7ING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING A 11° OR I2• B' f2'++ 12• 12" 5• - _ HORS 4,ELCO 11• 12' 12' 8 1/2' J(BOTTOM) >B'-0' PANFACELLAMIEMS 2E. r/1.AND 112•D.FOR CALK-IN FO ...... R SCUD-SET ANCHORS). F,,I P LESS 12' S. 11'++ 12, i2. 6. - - /2" 12• 12• 8 1/2' 4(BOTTOM) TO .. g_+y.'y` 12' _ 12.++ _ 12" - - - 12' - /2' - 5(TOP) f0-0' FACTOR --[1�Qyj SLS=- 11' B' 12•++ 12' 11' 6• _ _ 11• 12• 12• B 1/2' S(BOTTOM ACTUAL E. D. 7AWC 1MlUN ` r `;�'-/' 1,fi7 TAAL'ON CN /WM4WLLT K-w sow-SEr P CF TAP-GPoP ro.• STA p• - - - 10' - - - 12' - - - 6(BOTTOM) J"- .B6 .75 .78 1.00 '�� RIDP g• •' - - 9' - - - 12• - - - SA7(80 PON" 2 1/2' - .71 .50 - .BO SIOI'IAL cw,G��1111 9' - - - 12• - - - 7(BOTTOM) 2' - .50 - - - ..........01011, - - - - 12" 6• 1 12• 11' 12' 12• - - (TOP/BOTTOM) - NG CODE (Non High Velochtly Hu one Zone 02011 BL700,wc. 0.050"BERTHA ALUMINUM STORM PANEL LG./R.E./Aa (2.25"DEEP) DRAWN Br 12/06/11 EASTERN METAL SUPPLY, INC a,m. L ECO 111 C. 4268 WESr R s DRNE 71LUT TESTING&ENGINEERING COMPANY WEST PAW MCH,fL.17107 am HNaNns bSjeili•-IS�Jar' poS ly 1M<e PHONE(561)109-8267,FAX.•(561)841-1716 DR4WM N EB-0006719 mom' ' A,tt ORAW7NG No WALTER A TILLIT.b.P.E. aD m-uI SHEET 6 OF 9 ROR/DA L'. 94161 1-r 2'x.125"�J ALUL/.TUBE W/7/4.0 //9 a LAG SCREWS 6 6• LAG SCREWS -0 6'O.C. 1 4 0 LAG SCREWS 6 6• W/7 1/2'Nin.7NREAOID 7/4'0 LAG SCREWS 6 1/9'0 LAG SCREWS 0 1/1'Nin. O.C.W/1 7/2'Nln. PENETRATION TO EA75NNC 6'O,C,W/1 1/2'Min, 6'O.C.W/7 1/T-Nin, THR ED PENETRATION TO THREADED PENEIRII'* lO 7NREADEO PENETRARON TD TNRFAOFD PENETRA7/ON 70 IXISnNC WOOD N£ADER. W000 HEADER IXISnNG WD00 HEADER. 1. EX/SONG WOOD HE10ER. EXISTING WOOD HEADER. El0.250' 0.250' .SLb' 0150• .300" 0.150' .5o0' 0.250" 0.300' Nm, 0.500' Nos Ner. 7 1 T 1' I 2 4 2 ! ! 1 "^ I J cont NA. I J cont Ym. Mn. I 4 I Mr.. I + 3 F I WOOD HEADER Cont. L LJ I ! ] S ONRED REQURED WOOD HEADER WOOD HEADER -WOOD HEADEA EOU/RED REOVIR£D REDLARED I I 1 1 sePA iD Imwm SFPAPAW11 10--Lsrp g GLASS ows ALTERNATIVE 1 7//4 0 X 1/4•my t3 ALDEX TEX SCR 1/47/4 0 r J/4'ITW 6U/LDEX . I 1 0 6-a I I TE7r smin o 6•ac. I 7 d I ! 031 !'MNWUM ] 7•M/AVNUId I 7/a•a-20 r I ] o.500• i y sL:PGLASS ro I d SfpARgnON TO 80tT W/ tl �:•''•••••: 7/820, ' 8• y CLASS GLASS I m 0 X J/J2• 1 •" I I C I EVE?YNUT a STUD 0 /rM. I BOLT W,/O r 7/B•0 x a 1T'O.C. 500 7/6'0 r J/J1"� I sn o12'0.c J/JT•WING a NUT o EWRY I I E EGRY 55771/6 1' EO STUD 0 71'O.C. 12'0.G 6 Cant. Y4750-20 wu _ Cant. 0 D .T/J1'W/NC Nf/7 O 6 4'O.-C. 11-0.C. Oilp - )Crnrt 0 )UD 7//9' ;20-S 5, RE LQcO- 7A Cenf: '" - 0-29• C. t1GLT5 O I2'O.C, E0 R R Cwt. W/NOT&WASHER _ f 4'0 LAG SCREWS 6- f.000' 10 -, r f/9 G LAC SCREWS o 6' 111 - I'x 4'r.725'(NIn.J 6'O.C.W/1 1/2' N 7/4 e-b,G SCREWS 6 6• - O:D..W/7 1/2'W. WOOD 57UQ 6-75 AlTUBE(Cont) 1'r,'x.17s'(AI,'aI - _ ° THREADED PENETRATION 2' •P - '• THREADED PENEJRADON 0 0 24 0.'C "�, .g 60&7-TS Alum.TUBE(Cant) A-MIDW/DTH.l7F PLATE, U/RE THREAOEDI PENETRATION 0 T•E U/Rf •;t MDWIDIH OF PLATE. REN)/ NSI. (TJ I/4'0 LAG SCREWS o ;''9 g (1)-]/4'I UG SCREWS 6 H STUD(IN/DW7DDI OF EACH STUD(NIDW/DAI OF M/DWlD7H OF PLATE. STUD,Z'Min.NON7NOL)AND W 2'd' THREADED PENETRATION 5110,2-Yin.NOMINAL)AND W1 'Mk T SPUD. W/2'Mil.THREADED PfNE/RATION INTO EOSIWG SND. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON 6;>�� i 1 SECTIONS A SCNE:1/4'-, EXISTING WOOD BUILDINGS 7//4'0-20 r J19• HOL75 NOTES: r-- iZJ o c. NUJ 6 1,INSTALLATIONS ARE ONLY VALID FOR MAX.AS,D. DESIGN PRESSURE '• I RA77NG.UP TO +65.0. -72.0 psr AND PANEL'S LENGTHS UP TO 9'-0. •., STATE OF 2 FOR W0QD-SOUTHERN PINE NO.ME 2.W/SPECIFIC DNSITY OF 0.55 OR EQUAL �! 7 OOD MDW6ERS 70 BE 7 Cent. 4 \ 11 NAL ,t 1 ,0 I.1C SCREWS o 6' to FLORIDA . T. Ul P •: O.C.W 1 //2'Nin. n,RFA�ED PENE'tRAnoN 6 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MDWIDTH OF PLATE NOTE FOR COMBINATION OF SECTIONS: 02011 7X71X0.M. 0.050"BERTHA ALUMINUM STORM PANEL LG/RAE/A,G, WALL YOUN77NO SECTIONS CAN BE COMBINED (2.25"DEEP) DRAWN Sr. IN ANY WAY TO SUIT ANY INSTALLATION. 71/06/11 ALTERNATIVE 3 EASTERN METAL SUPPLY, INC DATE LECO]N 0. ,268 sT RaDS DRIVE PHONE nLUT T/S77NG R ENGINEERING COMPANY WEST(56PAIN SFAGL JM It 407 ]]-222 6nf xr.rn.5k.TTI.bi NeeaW OK9fN;D 11799 7)109-BTS),fAT:(161)B,f-1776 Anar.:(lnrlen-!STI.r (mzlen-7v7 EB-0006719 ao'rona! ORAWWc Na wALM A nuA Jr.5E am e!-N! AN 6NLEi B OF 9 fLOAf04 Lia. 49167 Y14-o LAG SCREWS O 6'a 1/4'0 IAC SCREWS 0 1/4'0 LAG SCREWS O C W/1 1/2'Min.THREADED 1 4''0-20 L1C0 4'0.C.W/1 7//2'Min. 4.0.C.W/1 1/1'M'n. C.W11L1D11 10 IX1S71NG WOOD / 7HREADE°PENETRATION INR WED PLVETRARON BEAM— HEADER. maM/lamoM TO EZSTING WOOD BEAM TO EXbRNG WOOD BEM/ PAN£llHIE A 12' 1 1 Cone. O.C.O p'k ONE. 8'(1.4n.)EXIS781C 8• 1 A 6'0.C.A 1 OPEN PoSR10N•) WOOD BEAM REQUIRED (MIn.)EXISi/NG 1/4'0-20 S S.BOLTS A •W/1 7/B'MIn. E STRUCTURAL ADEQUACY E WOOD BEAM REpU1RED 12'0•G w/NUT k WASHER PINL7RADON 1/4'/ EAC SCREWS 0 OF IX6NJC WOODY STRUCZRAL ADEQUACY 1 I•Nin 6'O.G W/1 1/1'kn. 10 BE CER77Am 8Y Z B C�HW�BFAL( ` ED BY 0.150' I TO WOOD EADED DON REGISTERED ENGINEER OR C - I 1 ARCHITECT PRIOR TO REGISTERED ENGINEER OR Max• r HEADER. SHUTTER INSTAWTION ARCHREC7 PRIOR Z I LQN7 SHUTTER/NSIALWDON. 0.00 I I .-.I 45:.aW. 2 1 I 5 Conl. 7 i1p^ I 2 � I �HEADER 9 1/4'a-20 r 114' 9 0 .I 7TEOU27m i 1 C WOOD rFADER 1 - ., ' nL ' 1 Canco J/J2'WING N1'MINIMUM I REQUIRED I 2 IO 72'0.C.0 1 WOOD HEAVERI'MINIMUM ISEPARA 7O i W REONRm wW 1'MINIMUM I k 0 8'O.G O C SER, ON TCCLASS I g SfPARA,ROSN TO 1 g GLASS _ 1 o SEPARAHON 7 I � 1 �" I ALTERNATIVE 8 fy cuss SEPAV77ON TO CLASS CONE. 1/4'm MYLiUILDEX a WINGBr OII ra" EO M -- Ij �- •1 III ' a I, L.12' 1 r 32/'J2• W7/ YUT OTFK SCREWS O Q'O.C. 0. Q4g . iI 2',6- r4 za. B'0-21) 1 4' x 6' 1 WOOD DECK OD DECK ®OR 9 REWRED2, REQUIRED'I C.M. 12'O.C. f0 ED Caf u i 1 •T• .600" 14'1/4'0 UG SCREWS 0 Min I AOOD B'O.C.-W/I 1/1'MIn. Coni. ELCORIATE _ 7HREAOEO IN MN -maM/lemalc REOURED O M/D19107H OF PLATE PANEZWTE AJZ" 0.500' ALTERNATE ,P A O.G W/1 7/8' - 1 ONT 1. EO EO 1.4'0-20 x Jl4' LEC LOCADON R /REO -LA'W_PENETR TAW O —I 14'0 UG SCREWS 0 1/4"0!AC SCREWS-O BOLTS W/7/B-r _ M/DW/DIN OF PLATE (OPEN POSITION•) ,0,C.W/11//1'Yin. 4"0.C.W//1 1/2'Min. 1/32'WING NUT SZD II 1, 'Min. THREADED PENE7PADON. THREADED PEnETRADON. d 11'0.C. 0 24'O.G REOULPED - L•`-1/ OLT IM/N/MUM•-2°S S ALTERNATIVE 1 ALTERNATIVE 212 0 0 WS&R. 1 11 Cane. —SEPARARON -o \ lax 4'x.125'(dGil.) ! TO GLASS 6061-75 NZBE(Laney 1 eDNr CEILING & FLOOR MOUNTING INSTALLATIONS (2)7/4'0 UG SCREWS A ALTERNATIVE 10 EACH STUD(MID4707H OF L—I I WING NUT/0• SECTIONS 8 SCALE:1/4' 1' STUD.2-Nin.THREADED £0 I FA.STUD NOMWAL)AND W/2'AIX ALTERNATIVE 9 PENEIRARDN INTO EXISRNG EO _ STUD. T;• NUU NCEOSE NoNTD P��E�•A:• WALL MOUNTING INSTALLATIONS WDDD D ��' � CEA - PLATE °NT. �� SECTIONS A SCALE:1/4'a 1' REQUIRED = 1 (OPEN POSIT ON -L—No-44 i 67 ` SECTION ® STUD TYP. TOP/BOTTOM y S7ATEOF ; NOTE FOR COMBINATION OF SECTIONS: Q ALTERNATIVE 11 = '0`tc�AlloRIOP.:•�`�A,�` COMBINED w WALL/ YIWAY To suit ANYELNSIALLA CITONS ONBE- rs�:'�NAL EN�\,,LI71 INSTALLA7/ON DETAILS ON EXISTING WOOD BUILDINGS ,,717 ANG CODE (Non Nlgh'Veloc� ,Hurricane Zone 020/1 MACCO.AMC 0.050"BERTHA ALUMINUM STORM PANEL L0./R.r./AG NOTES (2.25"DEEP) DRAWN Br. 1.INSTALLATIONS ARE ONLY VALID FOR MAX.A,SD. DESIGN PRESSURE 12/06/71 RATING UP TO +65.0• –72.0 ps1 AND PANG S'LENGTHS UP TO 9'-0. EASTERN METAL SUPPLY, INC DATE' 1 L ECO L N C. 4268 WEST WADS DRIVE 2.FOR WOOD FRAME COIVSTRUC77ON:WOOD MEMBERS TO BE SOUTHERN RLLIT TESTING k ENGINEERING COMPANY WEST PALM BEACA FL J3407 T 1-222 PINE Na.2, W/SP£CIRC DENSITY OF 0.55 OR EQUAL, nsv xe 6Nn se,sn 6oz weONA enm°rs n.viae PHONE,(561)209-826J.FAX:(561)841-1716 (306)8>1-_ .71:(.w16n-1611 arsprmr NR DRAWM6 Na EB-0006'719 ata -ur :4roV: :w WAtIFR RY3A A InLT b.P.E SHEET 9 OF 9 ROLTe 44167