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HomeMy WebLinkAboutProduct Approval lorida Building Code Online https://floridabuildir�p org/pr/pr app_dtl.aspx9paTaeaT=%,*,GEVXQ%vtDq... 1Na21' = y -y t y� . ,j P^t,�•-,�,.:-:+ BCG Home log In User Reg0strattan Mot TaP6 Submt&ad=t3e 52ats&FaM Pd=lturs FW Staff ECIS Ste Hap Wks Sench Business,': Professional 9 USERProduct Ap�proval pro(k.,gAgprov2!F7ena>CroOu�.S atRG`2!.-2t01L,SesnSh>1g.Sxr:esS>ARF� tdon D2ia8 F y �rif FL# FL389-118 Y $ Application Type Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV-ACCORDIQti�I NONHVH�dF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 of 2 9/8/2015 1:19 PM lorida Building Code Online https://floridabuilding org/pr/pr app tl.aspx?parany—wGEVXQwtDq... Summart►of Products.._--_ FL It�___._-_...y—_�..�.Model,Number or Name Description 389.1 v— 'Bertha HV Accordion Shutter-Blade 3- ~Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)- )rwg 15-086 bottom)for storm protection i Limits of UseInstallation Instructions Approved for use in HVHZ:No FL389 i:H 11 A.S.S.A`INC. DRWG_i5_086.Ddi j Approved for use outside HVHZ:Yes i Verified By:American Test Lab of South Florida Inc. + Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12-7"for 35 psf positive ; FL389 R8 AE A.S.S A.INC. P.E.R. DRWG.:lj 86.Ddf j ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade ev/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD toad for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade 1 working In unison.Max.span for HV3 blade w/o window blade for I Installations Into Metal Stud walls Is 79"for max.ASD pressure rating I of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and 1 ASD pressures. 389.2 'Bertha HV Accordion Shutter-Blade 1 :Extruded aluminum Interlocking blades retained by tracks(top and c j Only-(Non-HVHZ)-Drwg 15-085 t bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL3$9 R8 II DRW(a.j3& S.sl ! i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc i Impact Resistant:Yes S Created by Independent Third Party:Yes Design Pressure:N/A j Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f FL3S4 R8 Af= A.S.S_A.TPic. P.E.R. DRWG.-13-085 HV.P�df negative ASD load depending on centermates and loddng rod i Created by Independent Third Party:Yes i (configuration for the HV1-blade,8'-0"for+64,-72 p.s.f.load for HV i blade for Keystone mountings 7--0"for+75,-75 p.s.f.for metals stud ! mountings and 8'-0"for 110 p.s.f.for HVi and HV1A working in unison.; See sheets 7,11 and 20 respectively of installation drawings for other t` Lspans and pressures i 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and s (Non-HVHZ)-Drwg 15-084 ` - bottom)for storm protection 1 Limits of Use -- Installation Instructions i Approved for use in HVHZ:No FL389 P, II A.S.S.A.INC_MN(a 15.O84;pdf I Approved for use outside HVHZ:Yes s Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party:Yes tt Design Pressure:N/A y Evaluation Reports 1 Other:Large missile.Max.16'-0"span at 30 p.s.fASD load for Blade 1 EL 89 R8 AE A.S,S_AaINC_P_E.R DRYJG_i 5-084.Ddf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively i Contact lis::1940 north Monroe S eea TaUhassee FL 32399 Phone:850-487-1824 The State of Florida B an AA/EEO employer.Copydoht 7007-2013 State of Fforrd�:;Ph^aty Statement::AaessibTty Statement::i rt3`and Statement Under Florida law,email addresses are public records.If you do not wart your e-mall address reused in response to a pub&-records request.do not send electronic mail to this entity.instead, contact the office by phone or by tradtionai mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Stables,effective October 1,2012,Icensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emacs provided may be used for official commwiicaton w1h th fa see.However email addresses are public record D you do not wish to supply a personal address,please provide the Department with an emal address which can he made avaiabb to the pLWc.To determine ryou are a licensee under a pter455,FS.,p@3z aim tem_. Ptodudt Approua:AcoVt= �: . >.of 2 9/8/2015 1:19 PM � r itit it it R l 3-0 6A °2L•-XGA it It ¢� ig1x16 44 11 C GENERALNOTES 1.BERTHA&A ACCORDION SHUTTER SMM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.) HAS SEEN VERIFIED FOR OOMPILIANCE IN ACCORDANCE WITH THE 2014(5th EORiON)OF 7HE FLORIDA BUILDING CODE THS ACCORDION SHUTTER SYSRM SFIALL NOT BE INSVIL D AT HIGH VEIAgiY HURRICANE ZONES. 1 1 DEMON wow[DADS SHALL BE DE IERMI ED AS PER SECTION IBM OF THE ABOVE MMKINEO CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE Mom WILL TABLE OF CONTEN L J BE INSTALLED WITH A DIRECTIONALiTY FACTOR Kd-o.8N USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXMUM(A.&M)DEIGN PRESSURE RATINGS RiWCAiEO ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ADM CONDITION.ULTIMATE DEIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL.BE FUM REDLM 70 A.S.D. DEIGN WIND LOADS AREA•1: HV BLAH(1) & OD BY MULILPLYIHG THEM lir 0.6 IN ORDFRID COMPARE THESE w/MAIL(A.")DESIGN PRESSURE RATINGS INDICATED ON SHM3 11 UM IN 19.&2D. - GENERAL NOTES SHEET IN ORDER 10 VERIFY 7HAT COMPONENTS AND ANCHOFS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED.A 33 Z INCREASE IN S IAWABLE STRESS MR WIND LOADS WAS AUE USED IN PIER SYSTEM COMPONENTS 1-2D SHEET ANALYSTS HOWEVER,A WIND DURATION FACTOR CD-1.6D WAS USED FOR VEIWICA710N OF FASTENERS IN WOOD, COMPONENTS 21-07 SHEET ABERTHA.MV TL�ACCORDION ACCORDION MUM SYSIEWS ADEQUACY FOR WINO AND LARGE ULwu IMPACT LDAD HAS BEEN VETIFED IN ACCOAOA m w1TH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER IYPI SYSTEM EM SHUTTER NSDMBLY 21-•44 SFEEF TYPICAL WINDOW BLADE&WINDOW DETAIL -FN BLADE 0 /0214.01-0.3`J0715.01-03.X1004.01-05.11214.01-05,10317.02-M(0609.01-10 AND 10210.01-11 AS PER TAS-201.IAS-202 AND 7AS•-203 PROiDCO1S AND AMU E=i886 AREA•2HV SAW n ANQ W WINDOW BLAS l� AND E-1996 STJMARDS(MISSILE LEVEL 0.WIND ZONES 1.2 R 3)E/1220.01-10 As PER TAS 201.203 A 203 PROTOCOLS LARGE MISSILE WERE APPUC" - -HV WINDOW MADE 0 J05MOI-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.M ICING ZONES 1.Z 3)BASIC PROMOTION ONLY AND III 0725.01-88 AS PER TAS 202 PROTOCOL iYPICAL SHUTTER ELEVATION &NOTES ON LACKS SHEET INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 1 2. HV MADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TD WORK M NLNSON WITH EACH OTHER UNDER THE GEHFRAI.UMIrmmm AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-K CONCRETE/BLOCK SHEET• 3.BERTHA H.V.ACCORDION PINS(HV SCREN6).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS WIA L BE 04x275'AND/14x1.75'RESPECTIVELY. 410-K MWMLIM SERIES CENIERLMTE DETAILS HY SHEET I STAINLESS SLEET SCREWS WITH 135.0 Ami YIELD STRENGTH AND 180 1®)TENSKE STIRENGTIi. PINS SHALL BE COATED XTH 88 MA HV OACROSHERA COATING SYSTEM AS MANUFACTURED BY APPROVED CCE NTFRWATE ALTERNATING DETAILS HV SHEET I COATING APPUCIOOTS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARINEG ON NEER NEW. 4.ALL ALUMINUM DT R=ONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS iNDWATED ON SHEETS 2 AND 3.MINIMUM YIELD SME7NOM FOR 6063-46 ALLOY IS 30A Lal AND 35.7 kai FOR 90 CONNECTION DETAILS 1-B.CONCRETE/BLOCK SHEET 1 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 1 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 1 5.ALL SCREWS TO BS STABILES STEEL 3134 OR 316 AISI SERFS OR CORROSION ReMsw r CCAITID CARBON STEEL.AS PER DIN 50018 WITH 50 Lai MIN.YIELD STRENGTH AND 90 W MIN.70STIE STRENGTH. ANCHOR SCHEDULE-CONCttEIE&BLOCK SHEEET 1 AHD SHALL COMPLY W/FLORIDABIHLDINO CODE SECTION 2411-N&4. ANCHOR SCHEDULE- CONCRETE NL:BLOCK SHEET 1 G.BODS TO BE ASHY A-307 GALVANIZED SLID.OR AIM 304 OR 316 SERIES sukINLESS STEEL WITH 35 i a MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 1 7.SEF 7HE FOUAWINO SHEETS FOR ANCHOR SPECIFICATIONS.IN BLADE 0; 12.13,14,15 AND 20 DWALLA71ON DETAILS M-R.WOOD SHEET 1 HV MADE(!)&0 WORKING IN UN SOW 12. 13 a:15 INSTALLATION DETAILS S-X.WOOD SHEET 1 END CONNECTION DETAILS 7-12 & X.WOOD SHEET• 1 -8.METS BERTHA H.V.ACCORDION SHUI'TFR SYSTEM/SEARS A US.PATENT X6779,582.Cd�dNFN15 OF THS APPROVAL ARE CONQtFD. IN gMgE OR IN PARC'BY U.S. PATENT/5'458.179 7S9JED 70 ERSTE NN MESIAL.SUPPLY.IHC. 9.iT SHALL 13E IRE RfSPOtMILITY OF THE CONTRACTOR TO VOW THE SOUNDNESS OF 7HE STRUCTURE WHERE SEIER IS 70 BE ATTACHED 70 INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE �.ONLY NDM ALL SHUTTER CCWPDHENT EDGES WHICH REMAIN,7HRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVW WIND/RNN INTRLLSION. TYPICAL.SHUTTER ELEVATION SHEET 1 10. EACH UNIT'MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TETNANT,OR OTHERS,MUST PROPERLY CLOSE ALL NV AND HD • CENTE MPITES AND ENGAGE OR LOCK ALL FN MRD HD LOCKS, DI)1N BLADE m ONLY 11.SHUTTER MM UsACR1RER$LABEL SHAW,BE LDG7ED ON A READILY VL96LE LDC/l7ION AT ACCORINWN SHHUnER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLDRDA BUILDING CODE ONE LIBEL SHALL BE INSTALLATION DETAILS. METAL SND WALLS SHEET 2 PLACED FOR EVERY OPENING,LABE7.ING 1D COMPLY WITH SECTION[ 1710.8.2 OF THE FLORIDA BUILDING CODE. , 12.BERTHA H.V.ACCORDION SMB7FR SYSTEM'S INSTA12A710N SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWILG PLUS ANY BUILDING AND ZDNM REGNAAT10N5 PRINT M BY RHE JURISWCTION WNW PERMR IS APPLIED 71X 13(a)THS PLED.PREPARED BY INS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.FD. . (b)CONTRACTOR TO BE REWONSIBLE FOR TME SIREC OK PURCHASE AND ILSTMUTION BK7LDIING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.PROYMED LT I%g DOES Mar DEVNTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DE7At M ON THIS DOCI LOM CONSTRUCTION SAFETY M SUE IS THE CONTRACTOR'S RESPONSIBILITY. (R)TM P..M WI L BE CONSIDtAED iNVA)D IF AUERED IN ANY MEANS. OBTAIN PERMITS IN THE •STATE OF FLORIDA d)SIE SPEC TPRO ECTS SHALL USE E THE PRE BENGINEER AFILDOA REGISTEREDQNpNEFR OR ARCHawr WHICH WILL BECOME MLLE am EER OF RECORD mo R.)FOR THE PRwET AND HALO WILL BE RRESPONSAMEEVIEW. WORD,ACTING AS A DELEGATES ENGINEER TO 1HE P.E.D.ENGINEER SHALL SUBW 10 IMLATTER THE SITE SPECIFIC DRAWINGS FOR (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGOIAL SEAL AND SIGNAiuRE OF THE PROFE MNAL ENGINEER OF RECORD TENT PREPARED R . H FLORIDA BUILDING CODE Hon High lelocity Hurricane ®2015 EASTERN MEN SUPPLY.INC. MA `- BERTH Tu Accordion Shutter Syst( TLE C O INCL ■ ■ ■ ■ Kv BLADE#1 w/at wp Hv 1MNDOW 110 ro: �1A f�T: Amedcan Shuthar Sysiemn TILJT TESTING & ENGINEERING COMPANY cmcwmw am URAME BY; Mt S�Q OF y * Loss ri+l seAh si,sw wmMA curaO+s ctaTro,sa, Assoctalion, Mc. I OLD 11-1924/13/15 DAIS 4/13/ , Phm„;(=)MI-1530.Fox;(3N)S71-1531 4268 Westroads Drive 2 DRAWING No �•���5'�., ���4`N� a_lnuM tau6e71ooauLcae West Palm Beach. FL 33407 3 LT L ENGA�.�` WAER A 7UMITI r.P.E. 4 15-08 P.E. SEMI%�O URE/DATE nOIWA Lk-144167 5 SHFi�"T OF •KEN rata L48t' .09 01 - •; 49 'D BLADE QS HV 90'j180' STARTER 1.0 3 HV UNINERSA FLOATER • • QUALIFIED oR USE w/ COVERED UNDER USP TENT # 5458179 O QUALIFIED FOR USE W/ HV BLADE01 ¢ y HV SLADEW1 1 HY:,WINDOW BLADEt 6005-TS ALLOY AND TEMPER OQUALIFlm"FOR USE W FN 6063-T6 ALLOY AND TEMPER �} BLADE ND *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY AICD TEMPER '3 6063-T6 ALLOY AND TEMPER 3.226" 1mo' , .12 .556• m'P-� fib 6 O' 44 .670-842 r .67D• 2226- m . .570 �• •o o - � O7 HV ADJ. ADAPTER W/LIP 4 `~ 1 - f.37s- ao7r 0.072' - r '"'" .920 3.226' QUALIFIED FOR U. W/ HV 8 HV WALK—OVER` TRACK BLADE 1 0, 9 HV TRENCH TRACK lq�®HY ADJ- E1 OtSR TRACK A QUAu�1Fp40R w/ 3.75p- FN 6063-T6 ALWY�AND�TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALJFlED FOR USE W/ HV A '?• 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 1� HV RAINGUARD BLADE ,:a'J 6063-T6 ALLOY ANO TEMPER QUAUFIl FOR E W/ FN 6063-T6 ALLOY ARD TEMPER �VAPoF.'S f936- BLADE 1 0!, 1.915' VARIES 1936• 6063-T6 ALLOY D TEMPER b 1.917- o -Ot)3- 083- m ` .093 .083- 083' o m 125 100•. ro , • -�• m m '''�i�060• ��'.m e N .093- -093•o • -D 670 ... 0• • 670 3. 0.1.666- 970 �� 3.5 •`�f. 1 HV HEADER/SILL s7o -522 11 HV COUNG HEADER ®`�..... .D_ 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W FN BLADE 1 ONLY, QUALIFIED FOR'LUSE•�W HV BLADE(1 ONLY / 11� 6063-T6 ALLO�ANO TEMPER`S QUALIFIED FOR USE W/ HV BLADE l� 1¢ HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W FN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER x T COMPGNEMf A a 71 TZ X Y t X Y LDL t t• 1• J]02• Q 2- 5-MAX. 1/6- t/8- 31 3• 0.090' 1® 2- 5-MAX. 0.192- 0.192• 1® SIDE ANGLESCORNER POSTS QUALIFIED FOR USE w/ HV ALUMINUM ANGLES z.s• 7•VAX 0.198` 0.190- `U Q ALIFlEO FOR USE W/ HV BLADE( - QUALIFIED FOJR,USE W/ FIV BLADE 01 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® r 5-MAX. 0.139" 0.13'- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEtt FLORIDA BUILDING CODE(pion High Velocity Hurricane I ,�fUt rr1/rr 0 2015 EASTERN tEfAL SUPPLY. INC. BERTHA terHVTM S '���`����"SF••9 ' Accordion Shutter ystE L E C O Inc. ■ ■ ■ ■ KV. BLADE q1 W/OR W/o Kv.w1w Bim American Shutter Systems EY DESCRW„ON DATE I OWN 9+: M.L. TILLLT TESTING & ENGINEERING COMPANY IXAnoclatlon, Inc- t OLD 11-192 4/13/15 MM 4/13/ STAjE QF °351 K1x 36°`St.a 03.`3VMGM c+rMM FLORM 331 4268 Westroads-Drive z Ptww:(305)871-1530.Fat:(305)871-1531 DRAWING No a-*^a1:1,tta°000lc— West Palm Beach. FL 33407 3 ... • �G-Q� .�` EH-0006719 15-08, ` WALTER A.TRW Jr.P.E. 4 P.E. Sr ��fihblta '{��2E/DATE PLorttoA ua 44167 6 SHEET OF 4 8' 1 1-20+d 1/4-40" FIX 2. .745' -- �• - 0,3J ' SSJGS�i'" PNN 1 4-20 CAW (2 trv) 110U51+6 EHAMEL <v R/y ' � ;8 • -,.: '\ � a�KFn vw+rFs 4 .062 o m 673 n . 1.32 .00 i .376 Waram AUM CUMEYS •. ,•:'v' ° - &K (aftow ( RATED)!Y? MAIM) 21 HV CENTERMATEHIM LOCK ® HV EGRESS LOC QUAUFlED FOR USE,W/"HLA1Q V BLADE(D&®ONLY �2 6063 T6 ALLOY AND TEMPER QUA MED FOR USE W/ HV BLADE 1 & ONLY S�" QUALIFIED OR USE W/ HV QUAUFIED OR'USE W/ .<., \ BLADE 1) ®ONLY. BLADE T & ®ONL) 6083-TB ALLOY AND TEMPER C IE Q Al IFIED FOR USE W/ HV BLADE(j)ONLY 5o OJ). 1 2874' 6063-46 ALLOY AND TEMPER ` �.�- 1.756' 972' 2 AtOLDmo SCREW 2079' 1.753' 1 n o �� r oo • bT5' BEFORE RWn AFTER F °B. 1/4w.L-20 x 3/4w S.S. THUMBSd%n Z/4 0-20 RNN SERHM 9414 AUUIOHUM(2024-73 A11.00 URGE RANGE a m 622• SHFET N rsm.PMT/0620.AS MANUFACTURED 8Y AM 2-7 —1 PLAN � FFK%Yr.11A. n w 4.566' CHERRY lE7(1W6V,PAFl11PPDIL;NEW UERSEY 07051 OR E01 © ® HV LOCK LOCK HV ALTERNATIVE w LOCKER FOR "T' LOCK CENTERMATE QUALIFIED FOR USE W/ IiV BLADE 1 ONLY ® HV FEMALE Tw TELOCK CENRMATE ® QUALIFIED FOR USE W/ FIV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED F0USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1 ONLY W/HV BLADE(D ONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1.917 17' 3.181 06j' GYLINOFR OR .214' •0� .062' .7 KEY CYL8VOF7i 214 �j ^m � Jaz .545 � 0.675• Tin. O N n t .125'Max. HID /� r .4 HO C I 0 ' G 3© ®' G QUAUFlED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & {6083-T6 ALLOY AND TEMPER i • 6063-T6 ALLOY AND TEMPER ATE VANES 12NIN. QUALIFIED FOR USE'' W.;-BLADE 1 & @ " 1/�2a���/0•@-16 6063 T6rALLOY AND TEMPER MORN}, r t1/2• i'�. CYLJNDER (SFE v,. % Do .,.� OR V*Y *1w • 'l v i Yin. C1L1NOt`R 1.76"Yox. r,• ® LOCKING ROD ® HD LOCK QUALIFIED FOR USE W/ HV BLADE Q7 J75'v 6063-T6 ALLAY AND TEMPER ® 8 1n-16 ACETAL HV_]�4" 20'AISI 304 BY REGENT HARDWARE MOROSE LOCKS s1AlEs 2333 HOOK F1oLT LOCK. IES S:S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE tO& 0 5'-iNSTAL.IAnON WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED-FOR USE W/ HV BLADE 1Q DR ILL`ED`AT.:..iRACKS.;FOR PROPER EMBEDMENT QUALIFIED F n BLADE( RORIDA BUILDING CODE(Non High Velocity Hurricane '._...� `\\\ ✓AiA� ®2015 E&SIERN PETAL SUPPLY. INC. J�ENSe BERTHA HVTM _ "ILECOINC. nSa5w�L■ Accordion Shutter SyIALiv eLaDE#1 �v/OR w/o KV.t�NDDw 13AC ����// •ov_ American Shutter Systems D,•No 990nm DUE I DRAWN W. W *•: Sly :•�� TILL.IT TESnNG & ENGINEERING COMPANY 6355 Kw.M7&SL.91..Jos.VFMM GAAOM FUNWA JJ1 Association. Inc. 1 OLD 11-ts2 4/13/15 lisle x/13, 4268 Westro0ds Drive s r. Phone:(305)871-i5J0.Fox. (305)871-t5J1 DRAWING Nc F''•••...•••'•� .�� e-mdl:tiltwe0eol.eonf West Palm Beach. FL 33407 3 FSS►oNA�-�`.•�`� EB-x666719 15—OE /�'7/71111111111111N\\\ WALTER A.TUIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE �0R10A�' µt67 6 SN 3 OF SHUTTER ASSEMBLY SCHEDULE FOR HV CLQ HV 6A1 3/s' 41 tz•MIN. U ANCE02 01 HV BLADE 1 10 BLADE1 .1975-r a , t1v VANUOW BLADE .0625• .0625 ,0625- © HV BLADE 1A � ® HV LONG RECESSED NYLON BUSHING taBLADCS+uactE y pppyl .06251f.11175' Y ® o. HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 0O F1nT FatmDN RI. ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 4 r2� X 0.870'x3/16'THICK NYLON WHEEL i 1 a 2 7/8'NAL FIV WINDOW 0.188'0 /USI 302 SERIES S.S. RIVETS 315.0 y-Ip� 183 3.7500' ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD * EXTERIOR p DE t 5 3/BErvim 5• .0625, ti- ON PIP= Y=T ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD * 4 7500' .. ' 2'1/e 41 4 CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i B TtWEEN TYPICAL. HV WINDOW BLADE ISA (j)OR ® I 4 or ®.' I I ® I 3 N.T.S. POLYCARBONATE HV WINDOW D€ ((SEE NOTE FU kEOUIREl1EHTS� I, I ON ® I *POLYCARBONATE IMPACT RESISTANT HV Wit I I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC i 7o t1LADE INNOVATIVE PLASTIC LEXAN 103 RESIN t AFI i I O OR ® (I I (SEE NOTE 'F- ON SHEET 19). o � (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR � POLYCARBONATE SOURCES FOR HV ® EXTERIOR BLADE. REILT TYPICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY 13E USED 1N L1EU OF ®AND ONLY AT ATs &QD T TYr+re � HV PIN®OR Artwiis� urrw. hart m to EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00324- BLADE'S KNL%IUS- rsnslet (SEE NOTE * FOR etc Can= ASTM am aim lb/td 0.013 W/W BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. 04 3 REOUIt1EMENTS) TYP. I T1HSE YM 51fEM61x AM Dae 9.400 P-Z 9.900 p.a1. (3) HV PIN ® OR @ W/ 1/2' O.D. 1/16" THICK S.S. WASHER O FtEGJFAL s'O""NsT'O'D J1"'m90 "'eOml 13'%00 0+t ct>aa4aa uoowls Asn moo 31aom P..c 31sam P"1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e> fine SHEET ® t Wow ow AM MM 18 Fr-V. 17 F1-4b/„ Awe si-_-,---o'"n-= M!WHEEL CARRIAGE DETAIL 9 °°'a"' "S"'023", "'x s"5 z wx EL LAYOUT WE of MXMM AM oa3 c-1 CAM 0-1 CLM N.TS SaF NIOOl1 AVU.01944 1040 T Sw F ! IMM 0155 wf=smamm wi0i 1ww ON am"I ea40 pal. M HV BLADE SOLID do HV WINDOW BLADE DETAILS "'m`E_»�91 "° �'"�° °""" am"`` N.T.S. FLORIDA BUMING CODE(Hon High Velocity Hurricane �x��•`�`�jEFi A. j��'�i,�y ®2015 EASTERN METAL SUPPLY. MC. �P..UCFiV.4i1 BERTHA H Td I L ECO INS. NS■S.A, Accordion Shutter Sys-ft Amertean Shutter Systems EV V.MADE#1/OR W/b TV MNDOW BM UL TILLR TESTING h ENGINEERING COMPANYft OF ass K36m St.St. n94mn J31 Association. Inc. 1 OLD 11-192 4/13/15 -TE 4/1.3/: 0' ATE *� ~ 4268 Westroads Drive z `` Phone:(!05)877-1530. Fax:(305)871-1531 DRAWING NO �� e-mal-bftw 9 xc a West Palm Beach, FL 33407 3 5—�8 ,�� �+/• ........Cid ` 4 WALTER u�/ Jr.16P.E7 s P.E. �81dt�1�URE/DATE O SHEE4 OF 9 ®+ �� *NOTES ON FIV LOCKS AND CENTERMATES: A t ®®�®•®� I.MANDATORY QMMM M H:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF-SHUTTER SPAN FOR ANY SPM OR 12*ABOVE 1 8 OW 2 OF SNl1TTER SPAN FOR SPANS UP O 105;AND FOR INST TIONS�T ANY ELEVATION. EIV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�OR i CEMERMIITFS W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.& MS. LOCATION OF LOCK SHALL 6E AS INDICATED 01 �aQa TYPICAL SHUTTER ELEVATION LDJ J92E0 Q10 TWO HV R WL- EUJLMAY IBE USm AS AN OR OUTSIDE LOCK CONNECTION LOC F DFDR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UCENTERMATES OR®MtV E AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS Sk4LL BE AS P1DICATED ON TYPICAL SHUTTER ELEVATION. FNtI 3. �I o a �2 1S lJSED DESIRED LOCICi): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSMON. BUT MAY 13E USED IBE USED AT ENHANCE PSHUTTEION (NON HURRICANE POSITION). �OR AN ALTERNATIVE DEVICE a�^ TR Ir 4. ONE HV LOCK® ® BE USED AT CORNER CEMERHATES FOR ANY SPAN AND INSTALLATIONS AT ELEVATION. HV LOCK or gSSHALL BE USED AS AN OUTSIDE OR INSIDE LACK, X ATTACHED TO®CORNER CENTERMA1E W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Hs AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. p :f 5MUMM 1 0 NOUN' gui �3�35 ONE ALTERNATE ITV LACK MAY E IN LIEU OF FIV LOCK or FOR ANY SPAN.AND O3� INST TIONS AT ANY Et"ATKIN.AL NATE LOCK ^. ® b1AY E USED AS AN OE OR OUTSIDE LOCK. ATTACHMEN � OF 1/4'0-20x3/4' S.S.THUMBSCREW TO®OR®CENTERMATES SHALL DE MADE W/ 1/4'0-20x3/4'ALUM. RM"AS SHOWN ON SECTION HVT: SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® O.MA�IDATDRY CONDITION IM FOR Kerma w_ ar�W nauegns- ONE HV LOCK® or®or®SHALL Be USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP O W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED O®or @ SYMMETRICAL CENTERMATES N/(2) 1/4-20 x 1/2' LONG FLAT HEAD SS. SEE M.S. ,END LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/(EI CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10 do ' PULL HEEIGHT.' " L& *NOTES M NV "T" LOCKS AND CENTERMATES: OF CORNER 1 SEIMM ALTERNATE TO MMLa1IUYnw FOR HV'T UKK WITE MATES®,gra © ® O O O O ® CF_NTEFiMATE �OTION AT.AW ELEVATION. ALWTTE LOCK ULL Y E USED AS ANLOCKS INSIDE OR OUTSIDE LOCK ATrAcmENr ONE BE IN LIEU OF HV ®OR 0 FOR ANY SPAN AND a oe 6 * oa 8 ax 10 + oz OF LOCK Qq INCLUDES USING RF7NFORCING LOC �AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE CONNECTED O/CENTERMATES®AND®W/ 1/4-0-40 x 1 1/2' LONG SS THREADED DOLT W/ 7/8'0 x 3/32' wiNGNur©• 7Q+©°°©`07 `®Q' MAXIMUM Al?QVE AN/D•BELOWiMIDSPAN. USE OF TWO LOCKING RODS J@TOP AND BOTOM MANDATORY.OCK MAY BE INSTALLED AT AN OR 12' ®+®�0+®��+��©•® *NO O D LO CET E : ND CENTE111IMM fa OR(31)U : ONE ALTl3IN n HO I=&MAYBE USED IN LIEU OF TYPICAL 01 HV BLADE SHUTTER ELEVATION Illir LOCKS OR FOR ANY SPAN AND TNSTAl1f11K>r1S AT ANY ELEVATION.AL]ERWDE Tfl LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATrACHMENt OF HD LOCK®O®IS W/3 18 x 3/8'F.H. S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HOC-HM SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXWUM BE1DW OR ABOVE MDSPAN. USE OF LOCTONG RODS®Is OOMPLETEI.Y oprmuL_ WD ( on High Velocity Hurricane-7 0 2015 EASTERN METAL SUPPLY. INc. \,\CENSF':�9'' BERTHA HVTM 1 L C O �N�. . .��,�� shutter System* Accordion Shutter Syste: Kv �► �l /��r�c*= American eLaoE1 w/OR w/o Kv wTNoow euwE TILUT TESTING & ENGINEERING COMPANYD6cRWHOR DATE DRM Br: MJ. STATE OF .'� am KW, 3WL S,y S,.3nVMW QNWM�A 331 Association. Inc. t OLD 11-192 4/13/15 DATE 4/13/1 � F7wne;(305)871-1530,Fox;(lOs)Bn-1531 4268 Westroads Drive z �R : DRAWING No moi, fit` �C� 0-mat ttftcoftAcan West Palm Beach, FL 33407 3 y� S,�• ....•• `� 15-•08 �is WALTER A IILLRtJr.PE 4 SHEET P.E. SE�Ia ,RE/DATE ��DA M.1 44187 D EE -O2 e CRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK OHIKEIE 7(SE.E.SCHF�IAF ON REQUIRED 1/4 0-20x3/4'S.S. Er 13) CONCRETE ANCHORS YALTUNE SCREWS REOUIR I : ' JY ��- REQUIRED © ���® (SEE SCHEDULE ON Yr/ 1/4'-20 (SEE CONCRETE ANCHOFiSF>jAE ;SHE11l'13) 8 �SNEET n SHEET 13) NNIS O 12.O.C. 1• dfn. '''® In. 1/4'0-20x3/4•S.S. .-� _ --MACHINE SC -__ USING 1/4=20 NUTSAWL '..1. 2• --- O 12'O.C. E D.s /2.� .250•Max- - 3 oa 5 :i - --- 0. — -� 0 ' \ 1 -250'Max. • I Alas S' EIIIII Hu OPTIONAL ;A �1 *ro ' 9ptDAE (SIX tj ON s67 • � EXISTING - MIN.SEPARATION To GLASS 1 I Il�W0 1 OR ® �--{'--(SFE SCHEDULE ON SHEET lt) EwsnNG flx9@10)k® , i MIN.SEPARATION TO GLASS 1 ' -(SEE SCHEDULE ON SHEET 11) . CLASS—+ QA i ©HV WALL HEADER INSL HV WALL HEADER INSTALLATION TALATION BQ HV WALL HEADER IN KEYSTONE ' MIN.SEPARATION TO GLASS IDWNG SCHEDULE ON SHEET 11).� V'. 1 OR MLN. SEPARATION TO GLASS i,�M=am FOR (SEE SCHEDULE ON SHEET 11)assw emDMNO OPnONAL I i Iii f OPTIONAL MMO O GR t/ 3 OR T1/4'd1-2W/4P 4 --- 1/40-20x3/4PHILLIPS TRUSS HEAD SS. PHIWPS MACHINE SCREWS USING CONCRETE ANCHORSSS HEAD MACHINE SCREW. CRETE ANCHORS 1 1$ 1' 1/4'-2D NUTS O 12'O.C. (SEE SCHEDULE ON W/ 1/4-_20 NUTS o 12'O.I (SEF SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEEP 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE REQUIRED WALL REQUIRED�Qp HV WJ1LL SILL INSTALLATION (SEE SCHEDULE G" FO HV WALL SILL (tSTAL ATION ;ti F.;.-,• POURED CONCRETE SHEET 14) OR CONCRETE mOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COWM LHON OF SECWNS° INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER t E. O. - EDGE DISTANCE ♦ SEE U ATIONS OF USE FOR LNTING LL SECTIONSCAN BE�M�D (SEE SPECIFICATIONS ON SHEET 13) BLADE(0 ON SHW 19 � HV BLADE2- MO _ IN ANY WAY TO SUR ANY INSTALLATION. , „tt1„u, FLORIDA BUWNG CODE(Non High Velocity Hurricane i ®2015 EASTERN METAL SUPPLY. INC. ��''�?�•'k,�cE+vs rte ' RERTMA HVTM 1 L ECO 1Ne. ■SvS.Aw Accordion Shutter SystE Shutter H.V.BLADE Ifl W/OR W/O H.1/. vNwaN MADE SystemsMY.NO DESMPRgL DALE DRAWN BY.- M.L. TILLR TESTING & ENGINtERING COMPANY OF :��? am N.tr.,� R St. 331Association. Inc. t oL o 11-192 4/13115 Due 4/13/ Plwne .(305)871-15W.Fax:(305)EA1-1531 4268 Westroods Drive z DRAWING No S,O......aG `�Q e-® QeeaOaolean West Palm Beach, FL 33407 3 15-08 •�,r�ngNALt�tN�``� �u�d 44,E a SHEET P.E. SEAL) «MATURE/DATE 6 6 OF 7 .PCIURMCONCRETE ANCHORS CONCRM —(SEE SCHEDULE ON%W 13) m Wwmw t 1 OR ®+ I I I.E.S.PMunal E)WNGNG_� t 'I SLA13 IF ON MEET 10 FOR (sr Wso�m REWRRED EDCE OF --�tf RR E6G Em i 9Fi7 IT) 414SS— 1 \ I Y ON 1 1 1 I 1-'��' f 1 I I I I KANCtROR I IXLSTIIVG i I I { LOCATION 1/ 14 HEAD 11 a+ oR 15 i I 3 CSWASHER _ {I NL T SCREWSo toC. 1 1 I a 1 a CONCRETE ANCHORS $ SLIB 7 1 (SFE SCHEDULE ON SHEET 13) �` : I APPIIC 1 OOSIIEDGE OF NG { 1 I 1 EDGE OF 1 III $E.AB 11. I LARFEDGE OF APPLICABLE NWLa�1 APE 1/Z 1 F - O. {_ 10��l� POURfI)a_, `:'::;' :r' � FIAT HEAD CONCRETE ANCHORS 'I tt HDR am mN0 PO,TRFD CONCRETE'.•';: - D. CONCRETE (SEE SCHEDULE ON SHEET 14) I Ot sfw IV FIIe --OOR ®+CONCRETE REQUIRED FLAT HEW CONCRETE ANCHORS REQUIRED { MADecme® REGMED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION QI HV WALK—OVER INSTALLATION LS1 VALID ONLY FOR UP TO +70. -75 PSF A.s.D © HV CEILING INSTALLATION ® HV FLOOR INSTALLATION t D6N PRESSURE RAnNG &FOR SPANS PER SCHEDULE J3, SHEET 11 E,DSTBNF 1 i w.stawaaxw1 CoNCRtTE ANCHORS Z,a,.M 01 (SEE SCHEDULE ON -- i� . II• � I = 1 t SHEET 15) t/4YD��THmOF1 Gtl Sffi 1q I O L70ST[NG O05T1ttG DtlSa�� 11=401=OR 1/P0 PDxFRS + ) IY.ASS l + GLASS —1sat tE m�m 11 ---0 1 ow>Ewwa w m t J/s' t]6ECMFMT o B/' M i O 1 i i i { '�(sle SortDwe aII 1 q 1 4G FOR LP TO lid STAN AND 1 I 4.O.D.FOR SPANS IARDFR TIM l n i I 1/4• 1MAX. SrAL,-4r a E Qe FdACTF Q+t�}71Dr l 9 1 1 i{ I I CTP.)( NOTE ff ON sREET t I/ 1/2. { 3 I 3 15 a' { $ ED/4F 4 3 a MAX 1 r _ 1 IDN. T SCREWS HDNF_4'AtANi l t e• � 0 12•O.C. .. ;14x3/4' HEX HEAD I 1 8• 8 i i i i ,. •;:.: •..:F T SCREWS O 9.O.C_ I 1 I .+'..• !`,. OR 1/4 O-20 SS. M.S. i CONCRETE ANCHORS - 6 + 7 3/e� #14x3/4'SAS. t/Ne-20,0/4- a 4/•-20 N W/NUT O 9.O.C- i (SEE SCHEDULE ON 1 O 9'a C. 1 -- I SHEET 14) N • '•. 9TH-----' N SMUCI 7 as t 6 1/2• 1• �J7 R 18 '•2.01f Ulfi4 - will M(D(ECORar EDGE OF -••••.t.�• ED: Sw Ili i SLAB IF 114X3/4'F.H. S.D.S. '• 'MA,). •t 1 7 8• 1 7/8 APPLICABLE CONCRETE ANCHORS NOTE 13(b) 8 9•O.C. •'f�• - .-` = REQUIRED°N°�'E D POURED CONCRETE (SEE SCHEDULE ON ON S1EEI 1 POURED CONCRETE ON SIIt E I3(b) CONC EFE BLOCK SHEET 14) RE OR CONCRETE BLOCK ••:•°'.•`-':.•? •;:.;.•;• •� oPaoNAL POURED REQUIRED ®1SEYSTONE MOUNTING INSTALLATION coNCR OK HV WALL ELOOR INSTALeT10N © M/ WALL WALK—OVER INSTALLATION MMMM ASS.DFSRCN FMFSINE 4D4.-72 WF RWI RED MA)MAIM sHUM SPAN V--r (2).HV RAINGUARD INSTALLATION t r LATION ALL BE t SEENOTE FOR COMBINATION OF SECTION E a s EDGE D5ANCE REMOVABLE FO MED % S'E'` OR"P"L (SEE ""°S ON 13' ADJACENT70 AN OPERAMZ IXR %g 'rNNSOU 9 FOR INSTALLATION DETAILS W/ O HV BLADE 2- MOUNDNG SEcnONs CAN BE COMBINED IN AtEY war To slm ANY INsrutnnoN FLORIDA BUILDING CODE Non High Velocity Hurricane i ���N•��. p'.r`'Ll/zziI,A�� 0 2015 EASTERN METAL SUPPLY. INC. V:••�GENSF�' —�- BERTWA H Tm IIL�E C 0 �N�. Accordion Shutter Syste American Shutter Systems IHV: eLaoE#1 W/at W/O KY.VNl�OW BLADE TILMT TESTING & ENGINEERING COMPANY DESCIMPrHnt DATE DRAWN RR: U.L -o'•, TATE OF .:' Hrsss 10L 30%wnsal c+nao+r.anRnA 3sl Asseciattan.. Inc. I OLD I1-192 4/13/15 DATE 4/IS/1 Pnon.:(3t13)d7t-1330. Fax:(305)871-1531 4268 Westroads Drive 2 ...........,G�`�`�� WT West Palm Beach, FL 33407 3 DRAWING No X.ii`,.1�` ALRRFLOFA.VW M,� 5 15-08, P.E. StgLf3 NA4lJRE/DATE SH7 a O 2 SEE END WALL CONN FM 10 & is SM NOTES ON LOCKINO RMO.W LOCKS Q-0 TI IN r EXISTING GLASS INSTALLATIONS W/ 1 HV **MM AL7MMM HV LDC"®ON�5 BLADE W HV CENTERMATES ABV=SUM�AT��MEo SSPE END WALL CONNECTIO ————[EAMING GLASS DETAILS ON SHEETS 10 & ———— ———————————— ---------- --( (6083-T'8 x/LLLD1Q AWK I ®'�L�Ja�®'®�� '® 3 1/4- 7' 8 1/2" 7' a+cLE w(z) 1/4•�rAPCON I t/2- aR®+® OPPOSING SYMMETRYCAI. 1O coNcaE1E CENTERMA ES CENTERMATMIN. sEPARAnor 11011-3d4'S."0 12" .. (a)floxTh"SMS ro TTreE I0.FLD1 LJ . . W/ HV LOCK o or ( W1,HV'LOCK �I or (SEE SCHEDULE AT EACH MGLE(tTP) — 3 ''� ON SHEET 11) -------- - ----- -- - ----- -- -- ' - ---- - ---- * - ,-- 5 2HVIC- 43R HVBOUT a HVA ®a©+p7p«�Q+®� POURED CoNCREn '2 EXISTING GLASS CONCRETE BLOCK snNc �°"®'®°R®'®°` SYMMETRICAL= �-------------- �+ 7Q'®"'�'�`®�' raIN. ST EPARAnON 8 +®aa O9+®a<�'OJ� SN 1 CENTERMA ES* IN , TO GLASS 5 —— b OC s OPTIONAL ® ® ® O `V (SEE SCHEDULE r :k °NTEIMR) ®*®��+®�®«� ON SHFEi 11) MIN.SEPARATION ® ® a -®+ TO GLASS ON SEE EET SCHEDULE - IN - (IMEPoOORR) _—_--- ---- ------- =------- O UT GONCREIE L — — 1 1 ANCHOORS 1 * 3 VARIES Ara Vo as OUT B 1/2-MAX. SLACK oUT `OC�OR' HVE HVF** HVD RDfdDA BUILDING CODE Non High, Velocity Hurricane �INII11 IT/fif 0 2015 E*-MRN METAL SUPPLY, INC. ,,.•�`��a A:r<<<ir"'�•,y BERTHA HVTM Accordion Shutter y Ha � �� �L ECO TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems DESCMF l M DATE DRAWN W. N, -o: STATE�F UW MW.301b.SL.St..30.MROM°WDM`�°"u' Association. Inc. 1 OLD 11-192 4/13/15 Mm 4/13 Pharro;(3osm71-1530,Fax:(30SWI-1531 4268 Westroads Drive 2 DRAWING No y 0,�:•.,jPLpp10P c1�' e-M.H.Uimcoo.OLs West Polm Beach, FL 33407 a a /i��,,�sSs1•.....• �G;``Q� WALTER 1 A.TI L1TJr.P.E 4 15—OE RORRA L11-0 44167 5 SHEET P.E. ���irJFtE/DATE 6 8 0 ALTERNATE ItIS V "T" LOCK V MALE/FEMALE "T" LOCKS CENTERMATES & LOCKERS H -13LADE SEE UM CGNNECWH WMILS ON SUMS to At 9a INSTALLATION n HV BLADE OUT IN '��EMU="'M MAIX(D (OFA Nw.KWATFD ON%w a yl(/ HD CENTERMATES AS ML AS UNUMSAL FLOATING RAOE0MTOM HOO-Rw. wmim ON nw amr.YAY w um mm Ifs K Qk7ANS AN SN �`®p10•0-010- Qs7ALFAlON MTM-122 SHWMF rti 7146 SHM, SNEE7$ a a i (D•oTs 3 •®�©•o•®� AM4E 2) yAMUMML 00xCgEiE °/"• ' ® (aPrnaw) (aPIwNW ----------------------------------------- — --- --------------- iM TO 00.3/t•sus.Fr ---- ---- --- - T O.D.HILL LENCHr. * (4)KV. (+)HK 3 30 HV 'T' IN (nP) a Tata PM To saammAe 5 a 3 LOCK (INSIDE) 1 oN sw ,I 1 -f- --- ----- -------------- - ---�- -- ----- -rt--- ----- 5 1 z 1 1 Z a/S OUT @O;t 3 \(9-01 31 ors 31 MU2 3 1/4" 0-20 x 1 1/2" S.S.M.S. 4 SM NOFE 6 FOR HV Lois: 35* OUT ( � HDC—HVC (�• W/ 7/8"0 x 3/32' WINGNUT. (aPlalw)HDB—HVB n'LOCK ON SHM 9. * SYMMETRICAL HD CENTERMATES ©0 HV 'T' LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES iC SOCK (INTERIOR) 9444HVG.* W/(3AB LOCK (EXTERIOR)t SUMS ) ALLAAMIM 202Ad10*IM#FIANOE THIN �'®°A©`O°1®•�l•.•9'®� SHEIEr N4nsExr.PARr j CM06 AS MANUFACMRED Or AVDIL aEIM TDffaM PAM WPM ass OR MW JE76ET &0-6-&0.@- 0- SM `O!©-&0•®oss FDIFS ON IDOO,IP,mos Me LOCKSON 9 E1T 3 ac",ROWOM OIAOE3 OEM WOis NRD FOR ALL CMMK015 APPLEAUPs SM IAAOt p' 3h'V 01E HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane \\ Aii��' ®2015 USOM METAL SUPPLY, INC. a\ R A.T( r��P��. GENSF'T:�9''', BERMA HV,M 1LEC O iltrc. �■S.I�■�■ Accordion Shutter SySrt H.V.MADE#1 W/CR W/O M. WINDOWRAM American Shuffer Systema KV.Mc oESCRWT , ONE Daum+Dr; VL TILLR TESTING & ENGINEERING COMPANY TATE OF :Q= Association. Inc. 1 OLD 11-192 4 17/1s OA7E 4/(a/ 8786 FLM.308 SU Ste MS.VVWHA CAROMS FLOROA 331 (M)S71-15 ,:(3Os)e71-1s3t 42fi8 Westroads Drive rt DRAWING No F tOtaccOW. West Palm Beach, FL 33407 3 15-08 S�ONAL E "tA nn u�u1 E g SHEET P.E. SEAS f St}NATURE/DATE 6 9 OF POURED CONCRETE OR POURED CONCRETE POURED CONCRETE ORhdD CONCI CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED •81ACK WALL REQUIRED SOCK WALL REQUIRED BLOCK WALL R GLASS ///''EXISTING GLASS CONC 140 O 16'D.C.F21M EXISTING CLASS 2•Mw EXI517NG GL UK SEPARATION TO BASS(gE ?` JEOTO GLASS(SEE S00XI E ON SPEY 1�+. NON, 71 FUR GRACE OAND ��(� TO GLASS SERAI SCHEDULE ON SHEET 1/18"x3•MAX- O N STET 19 FOR SCHMULE 1 HA�OE SHEET®AND SCHEDULE O I I FOR BLADE QAND (6083-T8()CONT: r3lAWD&® ON OR SL 19 FOR it FDR E a (EITHERLOCA-TE yAE t �HMES® ® CL aiuE 1ETN�E 1T/u \ .. :ALUU.CLOSER ', \ BLADEs mac® 1�.�� a+sf1FEr OAI 1/2'MIN. OFQ) 110x1/z'suS. I I 4 USE I• OR 2• MAX. 110xa I D.C. I 16'D.C. ----- (AS APWCABLE)x2'xt/8'x0'-2' I _—_-- ® 16'O.C. ------- ----- ALUMINUM CUP ANGLE ' , (6063-T6 ALLOY)AT MIDHQGHr 4 \ / 4 (1) 110x1/2•S.MS.X & rJ ::` ,'';t W2ALL AT 1T OG'�1S ANCOTE AT TO SEE DETAR.'X FOR] rT (�� SIDE CONNECTION ) 0R: ETTHER SIDE OF©) 1 UR 1 OR �' SEE DETAR.x FOR OR ®+ To 1 T' SIDE CONNECTION omaow B .®w 4 �'w(310 6 - •©s®a TO TRACKS 1 8 w B •�o ' -....y, =".�� �ySIDE"CONNEQOON °�w©'O7 � ` ©.®w©•©^' TO TRACKS-,,, 0- 6:0-04)-o-0�•®w©`Q�01©•®a 8O•V-�® V'`®w� ®�®w®•® V`®A�• ® O ® ®•® ®�y� VJ C:J "``. ®•�®•®w®•®nV� END CONNECTION -DETAIL(l) END CONNECTION DETAIL 2Q END CONNECTION��:nEre,�Q END CONNECTION DET 11 .6 REOUIREp ONLY FOR SPANS GREATER THAN 1: POURED CONCRETE OR �,?' ———— �EXISTING GLASS CONCRETE BLACK WALL EXISTING _ 4 REQUIRED GLASS "�2.:.4 t. — - ._:,' -, �L�L SON 7/011/2'-qSM —————— .. =w=`TO GLASS(SFE Y ----- _-- SCHMUL ON SHEEI 1 EHAOEm CONCRETE 1/2' MM. SC}EDGLASSULE ONSE D --------'- ------ _ 6 W OROOR W DW 19 FOR ANCHOR D.C. 11 FOR DIPDE®AND CONC r HAOEs®&® 12' C. ON ANCHORrj BLADES M 1 FOR 16. O ---- - OR© O.C. t 2'MRI. "- ---- _ MIN. ,4. z'MIN. F 6 OR$ OR 2'MIN. ♦ SFF LONRAfl INS OF USE FOR '0 .'. 5 1 OR eLaoE®0, SNEEf is _,0—,09OR 0OR© � PLAN OR ,- POURED CONCRETE OR CONCRETE BLACK WALL �•®w®.�.p.® END INS ALLAY ON REQUIRED `®a©•®-©•®a ©•O`�©•O•®� HV BLADE OR HV WINDOW BLADE INTO ®'®-®•®300•©� ®•®w®'®"®`'®' CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q5 OO•(�®•® I •®a> END CONNECTION p�All© ®•®�®•®®,® FLORIDA BUILDING CODE lion Nigh Velocity Hurricane 2 A.T�(��4 ®2015 EASTERN METAL SUPPLY.INC. ���'''cEnrs'•:''�'' BERTHA HVrw / 1 1 L E C O NN:. ,�wwAmw Accordion Shutter Syste IMWIX#1 W/CR W/o KV. ver M BL4M (�^* TIt1TT TESflNG & ENGINEERING COMPANY American Shutter Systems oEse�PnoFR Diwv l ew u, • STATE OF eau ICRC 3ML 5L.S7..3A VPMM GPJWM RMFMA 331 Assoclation, Inc. 1 OLD 11-192 4 13/13 DAM 4/13 t ' • FAone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 �. F• �.�� a-"10�s bwagwfs West Palm Beach, FL 33407 3 DRAWING No y�� cS'S•......• �6 ��� LB-DOW719 15-08r WALTER A.71LUTJr.P.E P.E. C}t91lS1VAtfURE/DATE RDRM LK./44167 s s SHE 0 OF SCHEDULE #1 SCHEDULE jz SCHEDULE ,f3 MAXIMUM SHUTTER SPAN 1+' OR "L-" * IMUM SHUTTER SPAN* L+' _ MAXIMUM SHUTTER SPAN 1+' (ft.). FORINST ® ®/ I, OR 1-' (ft) FOR R "L-' (ft.) INSTALLATIONS INU&MMINI LEGEND & or�fJl or(� INSrALLATiONS W/ CONCRETE 14 W/ ONE H.V. LOCK or ® or or & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK Or or W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. ® ® OR W NO LOCKING WALL x i S'"`" L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV -T W/ NO LOCKING RODS ® / A, B. C,S Q, E. M. N. 0, P. Q, A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t tt) ODS MOUNTING F. K &'L R. S. & V. (VALID FOR MOUNTING® (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES 1f SHEET 7) FLOOR/CEILING G, H,„III 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: YIM CONCRETE t W0�giSTAUATI0N5 6 w>v+r� CONCRETE a WOOD twa>ew CONCRETE MOUNTING & M A DESMN ASa•DEMN INMTALLATORS A=OF51Cet INSTALLATIONS GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING. Raw WALL MOUNTING FLOOR/CEILING WNL MOUNRNt DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE NG & MPJ nAO,t�CQll GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, FLOWCUING NOUNTWG ROOK YOIIN,R,CDETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. L+ (a) L-(tQ L+ 00 L-0 Q L i y L-(R1 L+ ( L-(0) 0 MAXIMUM SHUTTER SPAN 7.t-OR •L-'FOR 30 OR LE 16'-0• 18'-0' 16-0• 16'-0' 30 16'-0• 18'-0' 30 I6'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2' 18'-0' 35 14-10' 14'-10' 35 15'-2' 18•-10- 105 psl. A.S.D. DESIGN PRESSURE RATING. 1d1NIAlUM DETERMINED SPAN BETWEEN 'L+'AND 'L-". 40 13'-t0• 13'-.t0-.. ..J+�-2�,,,_15'.-2�_; 40 13'-10' 13'-10- 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13-1' 13'-1' 45 13'-4- 14'-3' t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COM8INA710N5 IN BETWEEN WALL MOUNnNGS `50` '12'-5' 12'-57 12'-8• 13'-7' 50 12•-5' 12'-5' S0. 12'-3• 13•-1- MOUNTING INSTALLATIONS. LOCKING spmncATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10' I1'-10' 12'-I' 12'-t,' 55 11'-10' W-10' 55 11•-1 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11-4' 11'-7• 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11• NOTE(?5,SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11•-11' 65 10'-10' 10•-10" 85 9'-5- 1D'-1' DETERMINE' 70 10'-6' 10'-9' 11'-5• 70 10'-6' 10•-6• 70 Lt+- MAX- SPAN FOR WALL MOUNTING INSTALLATIONS, Let= MAX SPAN FOR flAOR/CEAING MOUNTING 75 10'-1- 10'-1' 10'-4' 11'-1' 75 10'-1•. 10'-1• 75 - 8'-9' ttECCEPT THAT MAXIMUM SWITER SPAN -L+-OR INSTALLATIONS. 80 9'-10' 9'-ID' 10'-0' 10'-9' 80 9'-10` W-10- 'L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 W-8' 9'-61 W-9' 10'-5' 85 9'-6• 9'-6' INSIALLAMONS INTO CONCRETE OR CONCRETE BLOCK RATING 94Il1 BE LIMTIEU AS FOLLOWS DETERMINE- so 9'-3' ill7- 9'-5- 10'-1' 90 9'-3' 9'-3• 1- CONNECTIONS TO KEYSTONE MOUNTING LMAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'-2' 9'-10' 95 9'-0' 8'-9' LIMITED TO t64,72 p.s.I. AND 8'-0' SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-r 100 8'-9' B'-4' MOUNTING M@ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-Il' 8'-9” 9•-4' 105 13'-7' 7*-I1• 110 B•-4" 7'-7' 8'-7' 9'-2• 110 8'-4' 7'-7' FIN&MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2- r-3- 8'-$ B'-11' 115 W-2' r-s- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN_71+. 'L2+", -Lt-•AND 'L2-' 120 8'-0' 6'-11' 8'-2' 8'-9' 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL. MAXIMUM 125 7'-10- 6'-8' 8'-0• 8'-5' 125 r-10' W-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 r-8' '6'-5' 7'-10' W-1' 130 r-8` 6•-0' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-T 6'-2• r-9' r-s' 135 r-7' 6'-z' WIND ZONE MINIMUM Sp No 140 r-5• 5'-1I- r-7' r-6• 140 7'-,5• 5•-I,• ASTM E-1996 f SEPARA710N 145 r-3• 5'-9' 7'-0" 7'-3' 145 r-3' S'-9• T4 GiASS;y 150 r-2" 5'-7' r-4' 7'-0" 150 7'-2' 5'-7' 155 7'-0- 5'-5' 7'-2• 6'-9- 155 r-0' 5'-5' ' 160 W-11" V-2• r-1' 8'-7' 160 G-i t' W-2' 165 b'-101 5'-1' r-0' W-4' 165 6'-10" 5'-1' 170 8'-9' 4'-11- 6'-11' 8'-2` 170 8'-9" C-11' 175 6'-7• 4'-9' 8'-9' 6•-01, 175 6'-7` 4,-9' tom' / H ♦ B LA D E 180 6'-6' 4'-8' 8'-8' S'-10' 180 6'-6' 4'-8' JJ 185 6'-5' 4'-8- 8'-7' 5'-8' 185 6'-5' V-6' 190 6'-4" 4'-5' 6'-6' S-8' 190 b'-4' 4-5- 195 6'-3- 4'-3' 87-e 5'-5" 195 W-3' 4'-3' 200 6'-2' 4'-2' 8'-4' 5'-3- 200 6'-2' 4'-2' I� 205 6'-1• 4•-1' 6'-3' W-1- 205 8'-1' ;4 FLORIDA BUILDING CM(Non High Velocity Hurricane `,NIpt1►IIIIIIIII�rI�,'' ®2015 EASTERN AEIAL SUPPLY, INC. BERTHA HVTM fT L E C O �M�. i Accordion Shutter Systi S absAw KV. BLADE#1 W/OR W/O KV, WNDOW BLM TILLIT TESTING & ENGINEERING COMPANY Amet•Ican Shutter Systems IEV. 0EXR7 WH DAVE DRAAN Or MILL •*' G=NAV.aa.SL,sae.3m vuxaM a�0m�nnna 3a, Association. Inc. I OLD 11-192 13 15 DAIS: 4/13/ Pl0% 51AII:Or .m:(305)871-1530.Fox:(3o5)87I-1531 4268 Westroods Drive 2 DRAWING No mak,` o Fn®Ulhco9o"I.c West Palm Beach, FL 33407 3 15—�8 O,�'••, CORM .---§RF ` WALTER A'RLR Jr. PZ 4 �c RDRVA Lin f 44167 5 SHEET �'!E� $4G NTZE/DATE 6 1 OF &F fflEt AMAX Sq SPAN. NEfflQA7WMfi4P1R0E9ffiMFBMQ MID A COIRRESPONDIM MAMUNM ME FOR CONCREfE OR CONCRETE ANCHORS SPACING LFcENm M AMMI.016RH WMAIMFO-N SwEr 8) POUREDN;, POURED CONCRM - WALL WALL SILL qwpLL SILL ROUNMG (A)WALL H (IV W I Q (6)WALI WMADER MOUNDNG I @y&(]DWAU_,HEAM1S1_L sm W/ w/ ffffnNI1 w/ TM FIESSIM ww=w(OW0 amot mm Fmmm Mw SOLID-SEr 751 W 1201160I205 30 40 W 7a ONO 1200 IN 205 30140180 73 9012DJ1861205 30 '40 j6d� 751 SO 1120116b 205 30140160 In 1 160 12M w BLUE TAP 2"012�05 30 40 60 75 90 120 IN 9 8 8 12 6 Is 6 a 14112110 9 8 8 1 6 1 6 14 IZ 10§ 0 15 1 5 10 14 12 to 9 a a a 13.5 a a a $ IT of 7 _I __14 12- 10 a 8 8 14 12 10 9 a �a 0111 14 12 TO 9 a a I a IT -8 1 6 a a a a a a I a a 0+8 10 0 ='174-M-flOfil a TAPPER+ 1+112 401 14112 10 9 a a 14 9 A 1 8 '14 12 to 9 a a a 5 14 12 to 9 a I a 6 a-j4 _12_ 16 9 a a 6 1 8 .14 12 a 8 IS to 3 1411211019 8 8 a a a a a 8 a a a 65 0 IN 4 4 if " 14 I 12 10, 9 a IT 0 6 14 TF_r0 9 8 8 8 8 14 _12- to 9 a a a 6 14 12 10 8 5 a 16 - 14 12 Ila 1 9 a a a a a a a a -8 -8 a 7 --f- 114 1 12 '10 9 8 0 4 114 12 10 9 8 8 --r--TV_r_r-8 _V_-6 14 12 f1O,', 0 9 7 - - 14 1211019 8 IT 8 14 2 114 12 E-y- a 0 4 14 12 10 0 6 a 14 12 10 8 a 8 a 3 14 12 to' 9. 8 8 45A 1-4 /zto1-9 6 a a IT a a --a a a a a a GFU - a -_ a 6 4 14 12 10.0 12 8 5 a a " a _U a a rs- 14 12109 8 4 U_IF 4 a a a 0 14 10 0 8 a - 14 12 10 9 8 0 0 8 14 1211019 4 2 a 6. 8 14 12 1019 a a a 6 14 ig 10 9 8 8 - 14, 12 10 9 9 7 --f-to- a a -6 &5 14 1 1019 a a 0 0 14 IF W-9 _f 3- 14 12 10 9 -7.5 SS - a a a a 75 4 SEE ANCHOR 14 12 1019 8 0 4.0T4- 1 14 12 19 9 a I a 9- a -a a 14 12 1019 a 6 " 14 12 10 A a 6 35 14 1112 1019 a a 6 6 14 12 to 9 a a a SPECIFICATIONS S!_O* _f0_ -ii--8 14119 1019 a _L 6 5 14 12 To 9 1 6 3 TT-f2--fa--9 a 7 - a a a a 9 5 -4 M14 2 1019 0 SS - 14 12 - ON SHEET 13 7� _L_ 3 1 5 6 '3-S 14112 TO 1 9 a 8 4 1 6 14 12, 10 9 18 - T_ 8 7.5 - 8 8 8 5 9 7.5 &5 _h - T4 0 9 4 T4 12 1019 8 8 4 1 14 12 10 9 1w - -- --- _= - - R 12,17 &S 3.6 - a a 7 TA a 43 ;ff 54 3 14 12 10 9 5 6 1 1 I I a- a a 0 14 12 .30 9 8 4 14112 111 9 8 8 4 a -IS- 8 1 6 8 8 8 7.5 14 12 10; 2 a 55 - 14 1 10 9 a a ls - 14 12 10 9 14 12 1 -9 -4 - 9 a 8 8 7.5 SIT. 4 a 3 '4 1 a a - 14 12 10 a a 3Z 14 12 10 9 4.5 - 14112 IOT 9 5 5 14112 10 9 a 8 a a 6 4,5 14 32 10 9 8 14 to a a -8 -4 - 14 IF To- a a a 55 114 12 10 9 5 - 8 4,5 - 5 14 AV 10 9 8 4 14 12 10 0 0-5 3 - 14 12 10 9 8 8 0 - :14 112 6 4.5 - - 14 12 8 6.5 55 - - a 6 a 65 55 4 1 31 = 4 12 10 9 0 7 8 6 a 817SI 6 14, 12 10 _L 8. 4 14 12 IF_r_r US-F_Z14 12 10 9 8 9 6 - 14 1 IZ TO a 1 8 U 12 10 9 4.5 - 14 V2_W 9 8 4 14 12 to 1 a a 7 4 - 14 :12 10 SS - - 14 12 10 a as - a I a a a 0.5 3 T4-T_W-0 _F_r -a a - 14 12 10 6 - - - 8 a 8 6 7 5 41-1 14 12 10 9 73 075 2 14 12 to 9 a t4 12 10 ITS 7 r 1-' 4 ',Z TO V 55 3 14 FF IT-0 8 4-5 i:r 12 10 _9 _r_�r -1-4 w 7 - - - 14 it 7 &S 3.6 - -7 1 114 12110 7 4 1- 14 12 10 9 8 3 s a a a a 7.5 7 4 *SEE UMffA-F*NS OF USE FOR 12 10 1 Q' 15 - 14 9 a - 14 12 1019 8 a - 14 _f2__U 1 4 - - - 8 0 7 3.3 4 3 - F -14 2 to 15.5 3 - - - 14 T2_10- a a 4� - 14 ;1 to 1 9 s 5.5 14 12 ITS 3 - BLADE VA ON SHEEIF 19 1 101 9 5 - 14 -5-94 - 14 12 9.517.5 4.3 - a a 8 7.5 6 44 - - 112 10 14 14 12 w a C i4 12 to 9 13 9L5 4 - 13 9-5 5 - - - - 14 12 1016.5 14 42 10 9 U 12 TO 9 8 - a 8 ITS 5 4 3 - - t2 10 9 a a a I a F w_6 -3 1 12- 0 6.5 4 - I- -114 1 1 9 7-5 14 12 10 9 0 - 14 12 10 5 14 .L_ - - 7.5 14 12 &S 4 - - I- -It4 12 10 3 44 14 12 10 9 7.5 - - - 14 11.3 14 11.5 7.5 6 - - - - 8 S_ 6 5 .4 6 - 14 A2� 5 T4__f2_ a 815 - I a a a oa "14 _12-_F0_ -4 IT.*&5 " a 5.5 4.5 331-1 4 - - - 14 12 10 9 7 14 12 a '12 9.5 5 3Z to 9 14 T4_Tt 2-70- 14 12 9.5 6 T� TT TF 75--F U 14 12 10 9 8 14 12 7 14-TO---75 5 - - - 8 8 8 8 8175 4.S - i4i .5 f - - - 6 H w w-w- 3 - - - 14112 10 9 8 - - - 14 10-5 3 8 7 55 "13.5 14112 _%5 3 - .14 11 7.5 8 7.5 6 5 1 - 14 It 14 1 t2 14 12 10 9 5 14112 10 9 8 9 4,5 3 - - 1- - - 041 a 5 - a 8- a 4 351- + - 14 12 10 - 14 12 101- - - - -00-5 8 14 L2 0 - 14 12 10 1- - - - -114 12 3 14 12 110 - - - - - -- L a 0 8 1 7 3.5 a a 6 S + l4 1? 4I- 14112 10 - 14 12 101- 1112-5 9.5 - 25 9z a - - - 14 12. 10 - IM5 10 - - 14 12 1 14 10 7 - a S 1 5.5 4,3 - - - 14 112 1 r.51- - - - - 14 -r2- 1 14 11 10 - - - - -19.3 7 - 7 8 7 _Z'IF-3 = - -. 1 14-_12 IF) _- - - - .-IT* T2_ 14 12 10 _a a a 0 a a 2 'a 14 12 10 - - - - 1111.3 11.5 - !114 1112!1VI -M-- 144- '12 IS 8.5 4 - - - - - 8 8 &S 44 4 - 14 T2--I(-I T T I- 14 12 10 - Z5 95 - - - - - - -8 a a 5 + - 1411215 1- d) HV LADE OR 10 HV BLADE :4 - 14 -12 - 14 12 - 9 4,5 .5 - - - - - 4 &S 4.3 35 3 - B 1 14 12 8 9 0 IIA 0 4 14 12 - 141,21- - - tZ - - - - - - - - - -I- I- - 70 14 12 - - - - - - 14 121- - - - OLS&5 - - - - - - Ica, a - - - - - 5 8 5 4 I.0 Wj & HV WINDOW 'BLADE -=- 1.3� - 141121-1- 1 74-12- - 14 121- - - - 1.3 5 - - - - - - 8 8 55 441 14 12 1- 114 12 14 121- I- - - - - a 3 - - - -- - - - - - - - - 0 a 4 3 1 -I- WORKING IN UNISON 1-114 1 - - - - - - 14 121- 1- 14 9 a 8 3 8 17.51 4 a I '2 2 It IT o [12 ' IT ,2 714 ,2 " IT 4 o [12 I. ,2 ,2 f 14 7. 123,", IT .-o. 114 14 121- I- - 1 4 - - 10 7.5 a 715 5 4 1 3 1 - 14 1.5 1-114 it 121- I- - 0.5 4 - - 04 a a - - 7 IT. -F14 - - - 14 114 14 - - - - - - - 7-5 - - - +4. 14 - 5 4 8 7 7 34 Z' 73 1 1!14! a 4 - 14 5 a 14 - 14 - 1341 14 - - - 51 4.51 - - JFLORIDA BUILDING CODE(Ron High Velocity Hurricane Z 151-W 4- "!4 - - - - --- _f4__Z_ 9 - - - - - - - a 1 4.5 33 3 1:, wT 10 5 - 14 - - - - 14 - - - - - - - 14 7'&5 21Z 'tVk A.... . 2015 EASIUM METAL SUPPLY, INC. - . . . .... BERTHA HVT, Accordion Shutter st z 11L 1E C 0 AnSwonjons KV.B"#1 W/OR W/O KV.WMW RACE Amedcan Shufftr Systanis M DESaww" VAM DRAWN BY. !LL 11LUT TESTING At ENGINEERING COMPANY WM 4/1 Association. Inc. I OLD 11-192 4/13/li -3/1 z 03W K.W.3W 5%�UP-=V990"MCM.FLOSMA 33M STATE OF 4268 Wearoods Drive 2 w NTO.Fax:(3D5)971-1531 -DRAWING NO West Palm Beach, FL 33407 _3 g;ov 0­000019 4 15-08 WALIRR 1%Tluff Jr.PX_ ti ��,% FU)R1DA Ur_f 44167 5 SHEEr P.E.' lilakfi/DATE 2 0 MAXIMUM ANCHOR* SPA(,`MC'ftn- y}=U F FOR A CM MAX, Cud ATTER SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (8FE 4,0.&N ON SHEETS a!7) I.ANCHORS TO SUBSIRl1TE SFWL BE AS FOLLOWS: Famw BOK Pow=CO CRM W TO DOSTNG POURED CONOWM-(Alts.Pc-3 kal) EOWALL SILL MOUNTING ©COUNG MOUNTINGHO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS WIIUFACIURM BY LT-W.BlAt11F7L(tN'v1.re=3$ SPAN - 1/4'0 x 3/4'ALL POINTS 90L1a-SET ANCHORS,AS OwnwUIFD BY ALL POINTS SCREW.BOLT k SPEC LIY COMPANY.(A61.t-0=3 A 00 rEslal N5w1E PROME RN R unOEM N9.10AE PRISM w9ra OEM WNW Fawn Mw W - 1/4*BLUE TAP COLVWFE ANCHORS W/CAP AS MANWACTURED BY FLORIDA FASTENERS DIRECT. INC.(1011%1-c-2 ked 130140160175 90 120 1160 205 30140160 751901120 160 205 30 40 60175 190 1120 160 ws TAF CON - 1/4•e TAPPER+ANCHORS AS MANUFACTURED BY PONES FASUNEK INC_AND DISTRIBUTED BY ALL POM SCREW.BOLT&SPECU0.7 TAPCON WICH ADVANCED COMPANY OR ANY OBER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCfATM 4 1,211112 6 a 8 4 12 10 9 6 8 8 14 12 10 9 8 ti B 6 7HRFADFORM IECHFUOIOGY (U•Pc- 3 Tai) 3'-0' 14 10 9 e a e e 74 12 10 9 s a e s is /2 t0 9 e B 6 a ALL POINTS Snub-� on u 12 10 e a e e e 14 12 to 9 d e 6 6 4 12 t9 9 e s e s NOTE 1411211019 0 e e 7 14 12 f0 9 9 0 6 0 14 t2 70 9 e e a a BINE TAP W/CAP A1)MKIMUM FIARMMENI RNID POURED CONCRETE OF TAPCON OR TAPCON WITH AOVABCED Ta7FADFDPoI TECHNOLOGY ANCHORS AND L 14 12 10 Is I 6 7 85 35 14 12 10. 8 d B 0 5 14 12 10 0 6 B B 5 TAPPER+ ANp{pRS IS 1 3/4:AND FOR BLUE TAP W/CAP ANCHORS IS 7 1/2'. 4--0' 14 12 10 0 a 6 5 6 14 12 10 .9 e a a 6 14 12 10 9 8 B 8 5s 14 12 10 9 I 8 a 6 4 14 12 10 9 8 a 64.5 14 12 10 9 8 6 4 35 A.2) MINIMUM ERBEDMETNr OF 1/410 x 3/4'ALL PONIS SOLID-SET ANCHORS SHALL BE 7/8'WO INE POURED CONCRETE NO E7HBED 14 12 w-179-Fa--B 0 415 14 12 10 9 8 B 0 55 14 12 10 9 8 8 6 45 INTO Sn=o SHALL BE pownED. 1/470--20 SS MACHINE SCREW USED SHALL BE 1 1/27 LONG MINIMUM SHOULD STUCCO FOSS 14 12 101 9 17.5 53 ss - 14 12 10 9 e a 6 a 14 I2 10 9 e. 7 55 4 I 451Etqq-or og PON u 12 10 9 e e e s 14 12 10 9 e e e 5.5114 12 10 9 e e a 45 n11H01'1�T 10 1"MINIMUM FOR WALLS WITH NO SNi1CC0, 5--0' 14 1R 10.1 8 1 8 7 4 14 112 101 9 6 eS 1 8 3.5114 12 10 B I 65 5 35 3 A3)IN CASE THAT PRECAST STONE-PRECAST CONCRETE PMh3S. PAVERS OR ANY VENEER BE FOUND ON AHE DOSING WALL OR FLOOF 14 12 1019 1 a 7.5 45 - 74 112 10 9. 0 B 1 5 4.5114 12 10 8 1 6 8 45 L75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BELIND SAID WALT.FINISHES.ANCHORAGE SHALL BE AS INDICAI 14 12 95 75 05 4.5 - - 14 12 10 9 5 75 55 { 14 12 16 9 6 6 45 35 NOTES A.1)k A.2)A(OWE. FOR INSTAIMMONS ON'VINTL SIDING OR EIF s WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEEFL 14 12 10 9 8 a a - 14 12 10 9 6 8 6 5 14 12 10 9 8 fib •5 35 INSM.LATION INTO EFS WITH METAL SIDS SEE SHEET 20. 6-0• 14 12 1010 17.5 55 3 - 14 12 10 0.S 7 55 4 3 14 12 0 f 5 55 4 3 4 tz to e a a - - 14 12 10 9 e S 5 75 14 12 10 a58 5 4 - (s) TO DA-FING CONCRETE t1 DM(AWM C-90) 74 12 B & 55 3 - - 14 12 10 9 8 95 45 35 14 12 10 8 7 5 3S 3 - 1/4'0 IAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BURODL 7--0. 14 12 10 9 1 e 0 - - 14 12 10 9 a 7 3 4 14 12 '10 0 75 55 4 3 - 1/410 x•3/4•ALL POINTS SOLID-SQ'ANCHOR$.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT h SQEC&FY COMPANY. 14 12 10 8 83 4 - - 14 12 9 7.6 5 45 35 - 14 65-L 5,5 45 35 - - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY ROMA FASTENERS DIZECr. INC. 14 12 10 B5 7 4 - - 14 12 10 97.3 55 4 - 14 1 12 9 7 75 45 - - 1/4.0 TAPPER+ANCHORS AS MAIAUFACTURED BY POWERS FASTENERS,INC.-AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECWM 14 it 1 7 55 4.5 - - 14 12 10 9 75 5S 4 1- 14112 9 7 6 45 3 COMPANY OR MY 01HER APPROVED L14ENSED OR AIRHORQED VENDOR REGISTERED WITH THE AMERMAN SHUM SYSTEMS ASSOCIATION, 8._0. 14 1211019 8 55 - - 14 1 12•110 9 a 6 14 1- 14 12 10 8 1 85 6 35 - INOTES: 14 72 8a 7 53 3 - - 14 1 12 1 d 0.5 SS 4 1 3 1 123 9.5 6 5 4 3 - - I &1)WNIMUM EUBEDMENr UNTO CONCRETE BLOCK OF TAPCM BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS a 1 1/4'AND T 11 72 95 7S a - - 14 12 95 B 65 5 - - 14 12 8 B 8.5 4 - - WITH ADVANCED THREADFORII TECHNOLOGY ANCHORS IS 1'. 13 95 &SIB 35 - - 14 12 110 8 65 6 1- 1- 14 12 8 65'3 4 - 14 12 1019 8 - - - 14 12 10 9 75 451- - 14 12 as 7 55 4 g•-0' - - Ti.2)MINp1I1M FLIBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEF ANCHORS SHALL 8E!?T1RElY EIRBEDDEB INTO THE CONCRETE BLOC 14 11.5 7.516 4 - - Y4 11 7 55 6 3.51- - 11 B 55 4S 35 - - - ENBEDID7NT INTO 5R1IXO caul BE PfSiMITTED. 1/4'0-20 SS MACIRHE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD 12 016.514.5, - - - 14 12 H.5 7 Sd 4 - - 14 165 1 SS 6 45 - - E)QST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ 65 55 4 - - 14 12 9 7 6 4S - - 14 11 7 68 45 35 - 12 10 9 7.5 - - - 14 12 10 D*65 5 - - 14 12 0 B 5 4 - - B.3)IN CASE MAT PRECAST STONE-Pff"ST CONCRETE PALMS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 105 7 5 55 - - 13 95 O.6 5 4 3 - - 10 7.5 S 4 3 - ANCHORS SHALL BE LONG ENOUGH To REICH 7HE MAIN SrRUCNRE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOTCAT 11 75 55 - - - - 14 15 9, a 5 4 - - 25 95 6 5 4 4 - - NOTES B7)k B.2)ABOVE FOR INSTALLATOHS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 8 5 - 14 12 9 eS 55 4 - 13 10 a5 5 4 3 FOR INSTALLATON INTO EFS WITH METAL STUDS SFE SHEET 20. 612-59-5 12 10 - - - - - 12 9 9 . 6 45 - - 14 (LIS 7 SS 3 C ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPE7FlC AXM OF'THE ANQ*WS;MANUFACTURER. a - 12 9 d 4,5 4 3 9 7 45 35 3 () . 10 7 - - - - 14 05 7 65 a! - - - is Bs Ss 45 75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9s 7 4S - - u is 7s e s - - 1z 9 e 45 4 - 12--0• 14 12 110 1- - - - - 14 12 B 85 531- 1- - 13 to 65 5 4 - - - EIDGE.I)WMCE VERSUS SPACING SCHEDULE FOR ANCHORS, - 1.5&S 14,51- - - - - 11 8 55 4 &5 - I- - 8 d 4 3 - - - - MkVMUM ANCHOR SPACINGS ARE VAUD FOR EDGE OWANCFS RBIOATED BELOW.FOR E D.USS TIMI THE INDICATED.REDUCE AND=SPAC.I 35 951 d 1- - - - 13 95 65 S 1 4 1- - IMS 0 1 3 1 4 - - BY MW.IIPLYWG SPACING SHOWN ON SCHEDULE BY THE FOLLGMNG FACTORS. 9 a5 - - 14 05 7 55 45 - - Il a5 55 45 35 - REDUCED SPApNR OBrNtIEO USING FACTOR SWILL NOT LRE 1155 7F1AH 1111RIA1M SPACING INOMA7ED FOR FACfI ANCHOR TYPE 13--0' 14 12 - - - - I-114 115 75 6 5 - - - 12 s e 45 4 - - - FACTOR O5 8 - I- - - - - 10 75 S 4 3 - - - 75 55 4 3 - - - - ACTUAL 25 85 - - - - - - iz 9 e 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON TTFIRFADFORM TECHNOLOGY ALL POINT SOLD SET BLUE TAP W/GIP ML SPACING a 6 - - - - - - 13 95 85 5 - - - - 0S 7S 5 4 - - - - ' MY 13LADE OR 4.-0. 14 12 - - - - - - 14 105 7 65 - - - 11 9.6 55 45 - - - - E.D. MIN.SPACING 3 MIN.SPAdNG 3' SPACING e 3 1/2• MRN. SPACING 3' 3 3/4' 4' 10 75 - - - - - 9 7 45 35 - - - - 7 S 25 3 - - - - B D COME a: pwm Cwmz CdNMM HOOC P�Cofi fE R POURED CONCRETE ft pDjo COSI 1E OMMTE BW 15 a - - - - - - 71 a 55 4.6 - - - - 9 BS 45 - - - - - IN p� MN.M-3 1/2•BL EA-2 1 LiCONCRETE U LM CONCRETE-6�CN taL Ed=S 1/2'YN.E0..2 1, 7.5 - - - - - - - 12 9 0 - - - - - 95 7 45 - - - - - 3' 1.0 0.40 1A 0.78 1.0 0.84 1.0 15•_0. 14 - - - - - - - 35 10 65 - - - - - 65 8 5 - - - - - BLADE WORKING 21/2. _ 0.81 1A - - 0.87 1.O 9 - - - - - - - 55 65 4 - - - - - 8.S 3 - _ _ _ _ IN UNISON ♦ _ 10 - - 05 e s - - 65 8 4 - Y - 0.71 0.51 7 - - - - - - - 15 B.5 65 - - - - - 9 65 45 - - - - - 1 3/4' - 0.91 - - - 10 7 Q43 - 16--0• '4 - - - - - - - zs 9s a - - - - - s - - - - - 1 1 r D 36 0.35 6 45 3 - - - 9Son High Velocity Hurricane ®2015 EASrERIN METAL SUPPLY. INC. BERTHA HVTLL L �� �A� Accordion Shutter Systl _ i w e. H.V. 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WALL MOUNTINGS B.O.WALL MOUNTINGS W & X P &'Q S &V S &V S&V LILL TT'a MOE FKM m w LrABmT I®tE IES9gFaC y,Q TL90167mE 747597E OAC(PI) O®1107mE f�TNSB(a9 ®I�AIE RLB11E TQC(p� aE9ot IB+17E tam1E mm(pQLZ�N9C7[q�9A 91Ii ®711BAQf F189ff TT1R (� f7dJiskIaoT N11at T1�Tms Ly) ®T.IDE f�R coe M 30 40 160175 190 1105 30 40 1 60175 190 HIS 30 40 60 175 90 105 30140160 75 90 OS 30 40 60 90 OS 30 40 60 5 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 90 OS 30 40 60 5 90 OS -0'at 2 10 10 9 8 8 6 8 6 6 6 6 12 10 1019 8 8 6 fi 6 6 6 6 12 1011019 8 8 6 6 616 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 /2 4'-O' 12 10 10 9 8 6 6 6 8 6 6 6 12 10 10 9 8 8 8 8 6 6 6 6 12 10110 9- 8 8 6 6 616 6 8 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'+O' 12 10 10 9 8 8 ±--L 8 6 8 SS 12 1Q 10 9 8 8 8 8 6 8 8 5 12 10110 9 8 7 6 6 6 6 6 5 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0 6'-0' 12 10 70 9 8 6.5 8 8 A 8 .S 45 T2 10 10 9 A 5 6 8 6 .5 5 4S 12 10 10 9 8 S 8 0 8 6 5 S 8 5 4 4 3.5 - 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 f0 8.5 Y-0' 12 70 10 9 85 4 8 8 8 .5 4S 4 12 10 70 9 5 3 6 6 8 5 4 12 10110 7 S - 6 6 6 5 4 S 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5&5 75 8'-0' 12 10 10 75 4.5 3 8 6 8 5 4 12 10 10 8 - 6 8 5 .5 3S 3 12 10110 4 - - 8 8 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 /2 12 12 12 12 11 95 12 12 1.5 9 7S e.S 9'-0' 12 10 10 5 3.5 - 8 6 5.5 .5 S J 12,10 9 4 - - 8 6 4-5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3S- - - 112.12 12 72 12 0. 12 12 12 1. 9.4 8S 12 12 1018 8.5 SS 10'-0' 12 10 7S.4 - - 8 6 S 4 3 - 12110 6 3 - -_6 B 4 S 3 - 12 10 3 - - - 6 8 4 S 3 - 8 S -I- - 72 12 121112 1. 9.S 12 12 112 0.111517.5112, 12 9 7 6 S 11'-0' 12 10 S5 - - - A 6 4.5- - ]- t1210 4S- - - 6 .5 3.5- - - 12 t0 - - - - 8 5 4 - - - 6 5 - - - 121212 12 102 12 12 9S 8 7 1212'-O' 72 10 4S - - - 6 6 4 - - 3S- - - 6 S 3S- - - 12 10 - - - - 8 5 35 - - - 6 5 - - - - 12 12 12 t 95 8 12 12 17 eS 7 6 12 1S 7.5 6 5 4 /3'-0' 12 10 - - - - 8 6 - - - - - - 6 45 - - - - 12 5 - - - - 6 45 - - - - 8 12 OS 7 4,5 4 14`-O' 12 10 - - - - 6 5.S - - - - - - 5 4.5 - - - -� t27 - - - -15 4.5 - - - *- 6 3 - - - - 72 12 72 9.5 8 6 12 12 9S .5 6 45 12 9S 6.S 5 4 3 i5'-0" 12 - - - - - 6 . - - - - - - - 5 - - - - - - - - - - - - 1- - - - 12 12 1 9 S 512 12 8.5 . 6 4 12- - - - - - - - - 12 12"91-18-516-514 12 112 1 8 f6.515 1 3 Pl. .5 5.5 4S 3.5 - 1 1 HV BLADE OR n HV BLADE W_f. (� HV WINDOW BLADE WORKING IN UNISON® • •SEE Alr]t6 lIF U9E iO6 6I.10E�ON 9FEf 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO W161.FLOOR OR SOLID TWO S0FF7r SHALL BE AS FOLLOW__ 3.SUBSTFMTE SHAD.CONSIST OF THE FOU.OgBtf.`. -SOUT11861 PNE No.2 W/6-0.55(N.DS) - VrO TAP'CON AN010M As r7auFPCIURE°Err I.T.W.eUMM W/NNWN BAMM As IFwATED A7 -DOU"FIR>f•/Gd0.50(KD--) EAw SECTION 021 SHEETS 16&17. -Vffi=PIK FIR NORTH W/00.43(NAS.) ET10EPTIOR SEE HOTE 2 8kam. _%Idm Prw AR somt W�02(Floc) L ANCHORS 70 HOUDW MUM MOL BE AS PER MOUNTM TYPE U.SHEET 17 AND WALL Mow OF TAG SCREIYS AS PER IDS 2012 sFOffMATIONSS. 4. sS FOU.OW9 a ALL OF THE RECO►OD:.NojawN5 A D S mFrgxm OF 114E TUREFt FLORIDA BUILDING CGDE(Ron High Velocity Hurricane Z 0 2015 EWTON METAL SUPPLY. INC. ,1,1,tI11117FrB RT a ' /TILTEC01111111.. Accordion Shutter stej KV.&ADE #1 W/OR W/O Hv MM BLADE Amerl Shutter ema MV.Ph 11LLR TESTING & ENGINEERING COMPANY Association. 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FLORIDA Rl{LDING CODE(Non High Velocity Nurcicane Z ®2015 EASTERN METAL SUPPLY, INC. ''A4t, HERTHX TM �s'• • MIL E E O .w.. .'.S.A. Accordion Shutter Syste may/ Kv. MAX IF w/oR w/o Kv. ttitroow BLADE �•� � c TILLIT TESTING ENGINEERING COMPANY American Shutter Systems oFSRtlP„O„ DATE DRAwN BY N.L. *: * $ Gaw H.W.Sem.SL.vx.343,VPMMIl GKW95.Nntrw 331ASSoduffon, Inc. I OLD 11-192 4 1J/1s DAle 4/13/1 Phone:(303)871-1530.I=:(30.5)871-1531 4268 Westroods Drive 2 e-Mok tTwwoddN DRAWING No <4= West Palm Beach, FL 33407 3 c :...OHIO •.4`�``.- WALTER A 1NWl 44 P.E.74 1 5-0$ P. 19Ji• • ATE FLORIDAEOU�P 44167 B SHEET tl 6 1B 2 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & HV♦ BLADES AS APPLICABLI MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEME n ONLY S TED 105.0 s S R SSUR TIN S SHE 9 0 WALL FINISH SPAN &r DESIGN LOAD OR INSTAL _TION WITH BLADE WORKING IN UNISON VACON wITH 4'0 TAPODN CANOED (Mi.)oDsrINc 2'MlN. 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