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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pae 1 of 2 � RECEIVED OCT 12 201 g 7 t�g��g"�" 'S.1•#. lr F'�4 Ar. �✓� � S � tbi 1!e n g p �,, r 6 n� ticjfida c�mrtmellt! "CIS Home a Log In ! User Registration tint Topics ! Submit Surcharge Stats&Facts ? Publications ; FBC Staff i BCIS Site Map ( Links ! Search Busines (() Professional 011)ProdU tt Approval Regulation P,Udnrt A I- ii N,nu>Prnd,rct or Anniitarion S.+arrn>Arnlrrttlnn I.ist>Application Detail x>+�: FL 0 FL389•RD Application Type Revision Code Verston c2iD Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley m easternmeta I.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Ptione/Ema it Category Shutters Subcategory Accortlmn Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'rEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilsit,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 Je validation Checklist-Hardcopy Received Certificate of independence Ft-589 P$ Cvi HV ACCf)RD7QN CI NQNh3VN7, 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 littp://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYHH2vFvx5... 7/16/201 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015- Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summaryof Products `v- ..—.--....._-._...__...-......._.__.__ _..- _ .___..._._._..__.................�.,� ______-_i t FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVH2)-Drw 35-086 bottom)ror storm protection Limits of Use Installation Instructions Approved for use In HVH2:No FL389 jJS A A.9.5.A.INC nnwC.tS-tlGb,ndt Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes DesignPressure:N/A Evaluation Reports Other-Large Missile Level"D".Max span Is 12'-7'for 35 psf positive FCsP9 RF AF A.S.S.A.INC. P.F,R. ORRrr, -DSG,pra ASD load and 13'-0"for 35 psf negative ASD load Ute HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade W/0 window blade for Installations Into I Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84" `k+64,-64 sf.See sheet 5 for others spans and ASD pressures. 1 9.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and i Non-HVHZ)-Drwg I9-085 bottom fpr storm protection Limits of Use Installation Instructions Approved for use In HVHZ-No FL389 RO tl A.S.S.A,INC• DRyBC¢.)3`-p8S.n If Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by independent Third Party:Yes 4 1!1 Design Pressure:N/A Evaluation Reports € Other:Large missile level"D'.Max.Span Is 16'-0''for 30 p.s.f negative FL389 00 AE A.S-S.A,INC. P.F.K. DRWG.15-riGG riV,tlaf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone J mountings 7'=0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" I for 110 p,s.f.for HVS and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and ressures. j 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drsv 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R6 11 r S S n INC, GRtvl't 5-p64 nor I Approved for use outside HVHZt Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created.by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large missile.Max.16'-0'span at 30 p.s.f ASD load for Blade 1. PLI69 R8 AF. A 5 S A INC, P,F R AayJt-75.094 ngf and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by independent Third Party:Yes respective) �. _ _ —__—` -- PR Wc Contact Us::1940 North Monroe Street Taliahassre FI.32399 Phone:850-487.1 e?4 Inc State of Florida is an AVEEO employer.Copyright 2007.7013 State of Finada.::privacy Statement Accnsslbility Statement::8eftlmf Statement Under Florida law,email addresses are public records.If you do not want your e•mall address released in response to a public-records request,do not send electronic man to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.497,1795,"Pursuant to Section 455.275 (1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address it they have one.The emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S„please click here, Prnduet Approval Accepts: t®-st® lxccl M1 pt"curil l•.0 i"I i it's http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vjvx5.,. 7/16/2015 GENERAL_ NOTES: I.BERTHA H,V.ACCORDION SHUTTER SISTEH SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VEIRED FOR COMPLIANCE 01 ACCORDANCE NATH UNE 2014(5th EDMON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSEV SHALL.NOT BE NSTNIID AT HCH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DEIERuM AS PER SECTION 1620 OF THE ABOVE MENTUNE71 CODE.FOR A BASIC MAD SPEED REOUOED BY THE JURISDICTION WHERE SHUTTER WTL TABLE OF CONTENTS BE NSIAILEU WITH A DIt£CTIONALM FACTOR Kda025,USING ASCE 7-10 AND SHALL NOT ECC®THE AMINAL(A.SD.)DESIGN PRESSURE(WINGS INDICATED ON SHEETS 11 TIM 15,10&2D. IN ORDER TO VERIFY THE ABOVE CO}OMM ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO A.S.D.DESIGH MIND LOADS AREA A- HV BLADES(f)dC QA BY WLIIPLYNG THEM Of 0.6 IN COERTO COMPARE THESE W/MAX(ASD)DESCH PRESSURE RATINGS INDICATED ON SHEETS it THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PED.,AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE N ALLOWABLE MESS FOR YARD LOWS WAS I=USED IN THEIR SYSTEH COMPONENTS 1-20 SHEET 2 MHLYSNS.HOWEVER,A WM OURCION FACTOR 00.1.60 WAS USED FOR V'flInG1Ti0.N OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEOLICY FOR WINO AND WAGE MISSILE IMPACT LRW7 HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE UUMONED CODE AS PER ATL REFORMS: TYPICJLL 57{17t1ER ASSEMBLY 38-44 SHEET 4 TYPICAL"DOW BLADE&WL40OW DETAIL -HV&ADE'V+ fD214.01-03./0715.01-03./1004.0t-05,/121401-05,(0317.02-05,fO609.O1-t0 AND 10210.01-11 AS PER 7AS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASIA E-1686 AREA ' HV 81 (j)AND HV WINDOW 13LADF tlratlt� AND E-1996 STANDARDS(14SSLL.E LEVEL D.WIND ZONE'S 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MSSOE (WHERE APPLIC8BLE1 -HV W*4)CW BLADE 9 fO5051D1-O4 AS PER ASM E-1886 AND E-1896(MISSILE UAL 0.WIND ZONES 1,7.3)BASIC PROTECTION ONLY ANO f 072501-88 AS PER TAS 207,PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCHS SHEET 5 NSTALLATON DEEMS A-F.CO7CRETE/SLOCK SHEET 6 2.W&ADE(D AND W WINDOW BLADE 0 ARE ENOWEEROD TO WORK IN UNISON MM EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE IINCATED ON SHEET 19 M7ALLATION DETAILS G-MI CDNCRETE/U.00K SHEET 7 3.BERTHA H.Y.ACCORDON POS(1A'SCREYUS),USED AT BLADES KNUCIIF AND FOR DIRECT MIOT CON NECUON TO TRACKS BULL BE/14.2.75'AND#14.1.75'RESPECTIVELY,410-HT MNNUM SPIES CETTENAATE OETA23 W SHEET 6 STALNIFSS STEEL SCREWS WITH 135.0 W VOID STRENGTH AND 190 b1 TENSILE STRERML PNS STILL BE COATED WITH BERTHA HHV DAM30SHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CETITERMAT<AL70MAYING DEXIS W SHEET 9 COATING,AP=TORS.REGISTERED MTM AMU AN SHUTTER SYSrlMS ASSOCIATGN.PINS MUST BEAR THE HV MARKING ON THEIR HEM. 4.ALL ALUMINUM EXTRU.SMONS SHALL BE ALUMINUM ASSOCNTgN ALLOY AND TEMPER AS WXCATED ON SGEE7-a 2 MID 3,M,08A W YIELD STRENGTH FOR 6063-TS M.WY S 30.0 Poi Am 35.7 W FOR END cow--c ION DETAILS 1-6.CDNCP,EG'ejGLom SHEET 10 6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS 70 BE STAINLESS STEEL 309 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON SFO.AS PER DIN 50018 WITH 50 Lai MN.YIELD STRENGTH AND SIO kW MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SLEET 13 AND SWLL COMPLY W/FLORCA DJLD24 CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 G.DOLTS TO BE ASTM A-307 GALVANIZED STEL.OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 W 10MAUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.sEE THE FoLDWING SHEETS FOR ANCHOR SPEC of om.MN BLADE 0' : 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 W BLADE(D&® WORKM M U1SON:12,13&15 INSTALLATION OETAXS S-X,WOOD SHEET 17 B THIS BUZ"H.V.ACDCRGION SHUTTER MTEi GEARS A U.S.PATEN#6779,582 COMPONENTS OF THIS APPROVAL.ARE CCVE ED.N WHOLE OR ON PART BY U.S.PATENT(5'458,179 ISSUED TO DSIERN ETD CONNECTION OETAIS 7-12&TC WOOD SHEET/8 METAL SUPPLY.L.O. 9.IT SHALL BE 714 RE9'ON13@LILY OF THE CONtiUC10R TO VERIFY DE SOUNDNESS OF METE STRUCTURE M1iERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CO?NTRACTCR T0. /�lX AREA 3: HV WINDOW SIAM 0 ONLY ALL SPUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTEHM 14 CONDNUW$CONTACT WGN THE SURGING TO PREVENT WIND/RAN Wiws04, IYPMJJ.SHUTTER ELEVATION SHEET 19 10.EACH UNTrMUST OUR PFRMANEO LABEL IN A VZNNL PLACE WR.H WARNING NOTE DMHG PERIODS Of 1URMCAtE WARNINGS HOVE OWNER,TERANr,OR OILERS.MUST PROPERLY CLOS-ALL LTV AN HD HSN tEWHLER Mo ENGAGE OR LOCK AL W Aro NO LOCKS. AREA d: HV WINDOW SLOE In ONLY 11,SHUTTER PWNUFACNRER'S LABEL STILL BE LOCATED CH A RFAD:LY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WAN SECTION 1710.6.3 OF FLORIDA BUQDLNG COOE ONE LABEL SKALL DE NSfALAMN DEEMS,METAL SND WALLS Sim 2D PLACED FCR EVERY OPENING.LABELING TO COMPLY MIN SECTION 1710.8.2 OF TBE FLORIDA BUILDING CODE 12.BERTHA H.V.AwOF6NON SHUREA SYSTEMS INSTALLATION SIAM.COMPLY WITH SPECS INDICATED IN THIS DRARNNG PUNS ANY BUILONG AND ZONING REGULATIONS PROVIDED BY IHE JURISDICTION MNERE PERMIT IS APPL!L1 TD. 1J.(I)THIS PLED.PREPARED BY THIS 1NCNEER S GENERIC AND DOES NOT PROVIDE NFORI(ATDN FOR A SITE STIC PROJECT:is MiERE THE SITE CONDITIONS DEVOTE FROM THE P.ED. (E)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCFASE AND INSTALLATION INCLUDING LIFE SAFETY OF INS PRODUCT.BASED ON THIS P.£.0,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDTROYS DETAILED ON THIS DOCWr--WF cOms7TIDGODn SAFETY AT SITE IS THE CONURACTORS RRESPONSI9lm, 013TAIN PERMITS IN THE STATE OF FLORIDA (c)IMUS P.E.D.WILL BE COHROM D INVAUD IF ALTERED BY ANY MOATS. (d)SIE SPECIFIC PMIMS SHVJL BE PREPARED Of A FLORIDA REGISTERED ENGINEER OR ARGHHECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.RJ FOR THE PRO.ACT AND WHO WU RE RESPONSIBLE FOR THEE FROPtR USE OF THE PLED.ENGINEER OF RECORD,A'sTNG AS A DELEGATED ENGINEER TO THE P.EO.ERGA'E'LR NULL.SUBLET TO THIS LATTER THE SITE SPECIFIC DRAM S FOR REVIEW. (e)ORGMAL P.E.O.STILL BAR THE DATE AND ORIGINAL SEAL AND S47IVATURE OF THE PROFESSIONAL ENGINEER OF RECORD TRAY PREPARED R. ID FLORIDA BIDING ME(Non High Velocity Hurricane Zone ``AQAHP.tl A. '' 0 2015 EASTERN METAL SUPPLY,INC. /� BERTHA HVTIA : o OTE Accordion Shutter System J KV RADE#1 Wl CR W/0 KY W=W MADE o: 47fA �i3�. = American SfiuNer Systems YF+ TILLIT TESTING&ENGINEERING COMPANY aESDHr:rmoe wrz DTTANN m. ML ©,0. r�()N &M Rx.35R A.fie.SOS,YT ILA CL OD.aamA 3316 ASSOGiCitiOfl. Inc. 7 OLD 11-}92 4/13 13 LMR 4/13/15 ._.�.�./ Awls:(3058'.'1-1530.Fo:(305)971-1531 4268 Wastroads Drive 2 �: ;e eood� Was( PDIm Beach, Fl 33407 3 ORMANG No 0NAL E�G��A�`��`` pLTE1ZDAfi11"r.P.E 15-085 411H r1% r=CA UAL. "IG7 5 SHEET P. SEAI./SiL! VIJRE/DATE # 6 1 OF 20 -]•,rm.mar ru9r r VARIES*37 5 HV 90'/180' STARTER COVERED UNDER US PATENT @ 5456179 OUAllFlED FOR USE W/ FN GLADE T� 0,�� HV BLADE 1 1UA HV WINDOW SLADE■ 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS 1MITA710N5 OF USE OF BLADE®ON SHEET 19 t 6063-76 ALLOY A TEMPER �43.7 6063-T6 ALLOY AND TEMPER ---t , •� I 7 �..}9pp'/ 2.670• '.p. .936• 1.Y-- .994- 67D• 7.276• 'N 42 ( 18a2 �• L ` 4 r •t.._._ D15' .642- S . ao7- 9,uTZ O7 HV ADJ. ADAPTER Wf UP �q, `�"• 192 ' + s• 7 6 OUAUFIED FOR USE W/ HV (}{y WALK—OVER TRACK ©NV ADJ. FLOOR TRACKB11'DE 'n OUAURED FOR USE W/ HV O9 HY TR�jJCH TRACK t 5s ,- 6O53-T6 ALLOY AND TEMPER BLADE 1 OUALIFIED FOR USE W/LN OUAIJFlED FOR USE W/HV 6063-76 ALLOY AKO TEMPER BLADE TONLY. (�Rq HV RAINGUARD BLADE 0N GO63-T6 ALLAY AND TEMPER QUALJFTED FOR USE W/ TN 5063-T6 ALLOY AND TEMPER VAFY'S +.935• GLADE TL VARIES 1.976• 6063-T6 ALLOY D TEMPER 1.917- g� .�3• .- 08]• `J 3• 097. .093• ;^t .125' . - 67 .097- 1 .060. ..........._ A. m r 670 i.ba6- u CZ�Y 670` 11 HV CEILING HEADER 1 HV HEADERJSILLHD CEILING HEADER/SILL 67D O t ONLY, OU 6065-T6 alio AND TEMPe T ONLY OUALIFlED FOR USE W/ FiV BLSDEC 14 WALL HEADER/SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VAUDRY. QUALIFIED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE i�ONLY. 6063-T6 ALLOT AND TEMPER T COMPONENT A XUNYMDa: Y M .c6z' 27 I Z' ;0.:25• @ 2- 5•MiX.= 1/8- 1/9• J- 3• 10.090• ® 2- 5-—1 AW 0.192• 1�6 SIDE ANGLES �0 CORNER POSTS OLIAUFIED FOR USE W/W ALUMINUM. ANGLES 19 aMax 5• 7• i 0390• 0.190• BLADE C OUAURED FO�USE ri/HV i QUALIFIED FOR S W/FN 6063-TG ALLOY AND TEMPER BLADE 1 ORLY. ,,CC�� i BLADE T 6063-IG ALLDY AND TEMPER t7 � 2• 5•�•(D.i39• 0.131• 6063-T6 ALLOY AND TEMPER ROMA BUILDING CODE(Hon High Velocity Hurricone Zone ®2015 EASTERN METAL SUPPLY.INC. may'- BERT A VTM WENS r— - 7T71 7E7C O tN�. ,A S A Accordion Shutter System ■ ■ ■ ■ ILv BLADE¢I w/OR w/o H.v.YANDOw RADE *= American Shutter Systems m NJ DlsavnoM DATE DP4*N D/: M- .V�I� = TILUT TESTING& ENGINEERING COMPANY rte= Association, Inc. + A n-19z I/lstts aDE a/Ta/15 STATE flF +u 633 Mx.76t( a,71 153 Y.r. (mc.s.rLamA av _ ._ PIc:e4:(305j671-1530.Fa:(J051-+331 4268 Westroad5 Drive 2 DRA'NENG No •��@tea �: rwodcan West Palm Scoch. FL .33507 a I '' /Q 11A%- II AI •% ` wX701 k�Tet'tT7fei..PZ S E•r1ET'O$S P.E!S�fY&,p61G1Vtt5` RE DATE rinRaa L. t utc7 s 2 OF 20 IT' .920 4.576• ,15• f�-20.t 1 1-70 fA•'t 2. - .745* S.SV-S..47 ,.�• b' u Trp) N:Usa✓,ENYa1 "4t 8 ' � � \ G3 io 13•NtD PA'NIeO 462 � • � �,.E C 4 O �{_. to2B atD _ LaLn15 (OVD1 -6'.US4 core'. 'f '1• n NL15(Q.tUtE (O.SNE pUTaD 21 HV CENTERMATE 's- - 32s I`-. JjY- HV EGRESS LOCK OUPLRED 1 & 704 ONLY O e 6063-T6'ALLo7 AND TEMaER IED FOR USE w/ Hv QI.AgE 1 & I ONLY B I OUAUFlEO OR USE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ) HV CORNER CENTERMATE B1ADE t�&�ONLY. BLADE U( &®O.LLY- Q�CRUFIED FOR USE W/NV K ADEC1 j ONLY �• If.60'AFTER 874' 6063-T6 ALLOT AhV TCMPCR TIFAO 1.55' 9 4. X- n RNEi1NQ 4' °a �t 1/4"p-20 x 3/4" BEFORE R"E'¢+c y�C n S THUMBSCREW 1/4"0-20 RIVNUT! __►.�� I• • *SGNS 9111 ALL MAGN(2024-n AU"LASE MYGE n1?! � -� tlF I—�z I 1f SRO Wr=.FJFr i 0320:AS MA WANftm BY AYML ''�'( " fROH1 n''""0N �f V MALE "T" LOCK CENTERMATE I 's66' *B'TEV"PM':PM:Y.NEW JDMT a'*5'at CCUAL " HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE OUAUFlF.D FOR USE Wj HV BLADE HV FEMALE "T LOQ CENTERMATE R USE QUALIFIED FOR USE w Nv QUALIFIED FOR USE W/HV BLADE tOONLY 6063-T6 ALLOY ANO TEMPER / W HV BLAADEFIED O�ONLY. O j OUAUFlEO FOR USE W HV BLADE(F)ONLY / &.ADE 1 ONLY. 6063-16 ALLOY AND 7EMPER 6063-TG ALLOY AND TEMPER- 1.9 17 1.91Y ., 5.161 - +77 o f 6F 1 g 2 1 D nrou6rve ClUNDER OR .O"'3 .462-. _ KEY CyUKDER �� _— 6.675•V;n HD 0 O � HD CENTERMATE 4m 0 0 OUAUFEED FOP. USE W/HV BLAS£ 1 & A OUAUEIcD FOR USE w/ HV QIADE 1 & I 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER =i HD T is � „ vAR:[s.u•Nal. QUALIFIED FOR USE W W BLADE{1 &0'6 :/a•�-7o I Oa S(a'�-fe t f70' 6063-16 ALLOY AND TEMPER ' . fit ATiAf•navEtsrrsr t1/2- f �pu"0'Jt i (SM MULS) OR ills 1�.....:...... 1. Nin 0UNIM 1 OCKING ROD L-375'0 HD LOCK QUALIFIED FOR USE W/ HV BLADE 01 �1 " 1 HV 1 4" m=ZO A�� 6063-T6 ALLOY AND TEUPER �J HV 3/8 0-16 ACETAL -AJS1 304 BY REGE HARDWARE 11R'015E LOCKS SORES 2333 HOOK WL7 IaCIL Q S INSTALLATION WFL!REQUIRE A 7/16'HOLE FRIES S.S. THUMBSCREWS QUALIFIED FOR USE tV/((N BLADE(D& LLED AT T2ACKS FOR PROPER EMBEDMENT QUAUFIED 1 p BLADE QUALIFIED FOR USE w/ EN BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .... i ©20(5 FiLS1ETitd METALSUPP(.Y,04C.�.cENSF '•. '-, S BERTHA HVTNI Accordion Shutter System IL E C N�. ■ ■ ■ ■ ELuSADE 1 w/OR w/o KY.WtEmav RACE American Shutter Systems EvNd ,� ° arc 6auNBe u1 ! E�OF •4tj TILUT TESTING & ENGINEERING COMPANY ST kr, Association, Inc. I OLD 11-192 14/13/15 OATC 4/13/15 o'•, p.: Esss N.M.1b u a..3¢5 S GTth¢IaOL s r m1 J1 '�•-•-EL1JR�{��••2 M—:(35)371-1630.res:(aos)971-1a1s 4268 Wrstrao�<_ Drive 2 DRAWING No FF'••......•'�� a-,:,�:,raoo=oLwrt, 'Nest Palm Beach, FL 334D7 3 lot',11 1�� a1-COMMS , , 15-085 rrrrr/111111111111\ %ALTER A TBLrT J.P.E. P.E. SEN SIGNATURE DATE LwAa'1 Lc.1 44167 5 I SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Cts HV Q at 3/8' P 12'WNL rr iTO BLADE P (� 625' Q HV BLADE 1 (9 3 FIV BLADE IA Nr trk"BLADE .062Y u0�oow M8x5U .0625' �I i HV LONG RECESSED NYLON BUSHING I xou II K CxtE 'o OPDaN 0625 1675' Y Q W SHORT RECESSED NYLON BUSHING F (^T�> \ Oc62- ® W NYLON FIAT WASHER QOR® �"' �1 3I3 ( \t + Nt.{t f/ 3750• `J W WHEEL CARRIAGE A)SI 302-303 SERIES _a X n a.a70-=3/16'THICK NYLON WHEEEL. I z 7/s•110E 0.18t3"s AISI 302 SERIFS S.S. RIVETS 3i'¢ - s n�aAR SEMEEN o6xs o62s ea.75oo ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD EXTERIOR L 47JGj£. p am / 5 3/44 yON ERS �,csiY 7 - ® ITV 2 3/4-ACCORDION PIN W/J8 HEAD * •I 41 a7r"�,m —I I.I 4 r 8II POLYCARBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW BLADE AND OoR a or ® r I I ® N.Ts. POLYCARBONATE HV WINDOW DETAIL ® (SEE NOTE FOR EOUIREMENTS) DOR ® I *POLYC:J280NAT�IMPACT RFStSTAM FiV 1Y11lQQy! I BAYER MUUCROLON 3103 POLYCARBONATE * i,i f L I 12-�t RESINS, UV-STABILIZED GRADE OR SASIC UX-PIN EDUIREMEMTS AT EXTERIOR BLADE KNUCKLE FORg� rv�LI�ME ��`� INNOVATIVE PLASTIC LEXAN 103 RESIN p ' I I O OR Q I 11�_tJ (SIa NOTE 'F" ON SHEET 19). (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR ® N ,Il BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR j ® i I POLYCAIWNATE SOURCES FOR HV©BLADE. j PICAL SHUTTER ASSEMBLY t EXTERIOR �Z rau3 ,rwex t+errnna sevaroan „Q N..S HV PIN @x OR 4 AT taroocc / rs (2) HV PW @ MAY BE USED IN LIEU OF®AND ONLY AT i EXT IOR �^ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00324• FI staO£s I NUCYAK. aczs 3 (SEE NOTE FQR sr+�rtc cPwm Orn ont o w a/r.' nou rohT BLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEEP 7. a4 Q R£OUIREMEInS) 1 7YP i I , Ut z nm SIi31F.'tH AM e,33 VW Par 000 Rsk ' RFXti AL.'�aaam A,T€iD ASN OtD6 Ii`.e0 Da" �14U P.•L (3} HV PIN @ OR @ W/ 1/2° O.D. 1/16"THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET @ WEL CARRIAGE DETAIL �W 90�°FiSttT "M"Ono "2. ""'""ti ASSEMBLY LAYOUT. Pa E v Owew Xu IKJ3 c-+aAa Gt a as Sar nefwl M.elm IDW Y O v 35Ae>f.� 1=c n nw=SnwO AM•Gl1 ASP"616 C Pat e31P Pa, C HV BLADE SOLID (A HV WINDOW BLADE DET'AILS OM, �r.A "a"e>a I u41-,L I .°P'` FLORIDA BUILDING COIDE(Mon High Velocity Hurricone Zane jj�'r4,�- C9 2015 EASLERN uETAL SUPPLY,INC. s'P'''�IcEN'' �'- BERTHA HVT,. 17L s EC® t>~�. A.SI.S.AAccordion Shutter System Ftv RAE gt W/OR W/o H.V.lMwOW aAx G/af �J" = American Shuttor Sysfems TIT TESTING & ENGINEERING COMPANY DlStRI.�10R wtt. dvwl Dr.- uT. ATE pp e3ss NN.um r vt�W5.MOM umrxtnr ra me Associafian, Inc. t OLD 11-192 4/13/15 OATE iJ13/T5 • F'tm<:(305)871-1530.Fm:(305)871-,53, 4268 Westroads Drive x e:—t V—O d— West Palm Beach, FL 33407 3 DRAWING No %,SiohpL'E;i�� :° WAL E A.TUITtY.P2, a 15-085 P.E. /61O1n1�URE/DATE ` "L r•"`T 6 SHED of 20 ,L�'}y�', �• *NOTES ON HV LOCKS AND CENTERMATES: A D C D EY• m Y N S T Y �i�� 1.MAN0 70Rf CONDITEDN i1:ONE W LOCK 8 or 0 SHXLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'A80VE OR OW 2 OF SNIJLIFR SPAN FOR SPANS UP TO 105',AND FOR UiST 7)aN5 ANY ELEVATION.EN LOCK or LAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATUCHED TO OR Q TYPICAL TYPICAL SH RTES W/(2) 1/4'V-20 K 1/2'LONG F111T HEAD 5.5.LI.S.LOCAAON GF LOCK S}UU.L 8E AS INDICATE6 ON OQOa unER F1EVAnON. 2. or, IF DESIRED,FOR BETTER PFRFORWNCE OR FOR SECURITY PURPOSES,UP TD TWO HV OR SHALLBEASM INDICATED ON NOTE ABOVE. OU15fDE LDCIC.CONNECTIUN OF LOCKS TO CFNIERNATES v LOG ON OF LOCKS SHALL BE AS INDICATED ON TIIPICAI.SHUTTER EIEVATION. Q y—� 3. S II d2 IS USED W/iYYO H.V.LOCKSI:L0C1QNG RODS ARE NOF RT'OUIRED AT URRICANE POSRION,BUT MAY 1 s BE USED IF DESIRED TO&*I- is SHITFTER PERFO CE LOgING RODS OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STALKING POSITION (NON HURRICANE POSITION). 3•S_ 4.MANIDATCRY •ONE E{V LOCK SK41Ll.BE USED AT CORND2 CE NTERUATES FOR ANY SPAN AND DbTALLATI0N5 AT ANY ELEVATION.HV LOCK or SHIN.BE USED AS AN OUTSIDE MR INSIDE LOCK. y ATTACHM TO kj CORyER CENTERMATE W/(2) 1/4 0-20.1/2•LONG FIAT HEAD S.S.4.5.TWO LOCKING RODS Ca Nx i AT TCP Zk BOTTOM SHALL BE Usr�.LOCATION Oi LOCA SHIN.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ` ALUIMIM SHUTTER SPAR SHALL BE DEIERM?HED AS PER SCHEDULES SHOWN ON SHOEr 12, I � yONT • ( •ONE A1TN]TNATE ITV LOCK MAY BE LY UEU OF HY LOCK Dr FOR ANY SPM'AND T1s= 8n (fi t 1. trots AT AHY ELEvamN.Ad ¢RNATE EI 2 &MAv UE USEFORD As Art oR ours D LOCK.aTrASHUExr a�^ OF 1/4'0-20x3/4'SS.THUYRSCREtiY TO®OR% ?CFMErdATFS SHALL BE 11�W/1/4'0-20.3/4*ALUM. I I AES bLg� RNHUr AS SHOri1N ON SECTION HVE•SH'c£T 8.ON_LOCK SHALL 8£USED AT 1/2 OF SHUTTER SPAN OR TWO }` C ab's r, LOCKS AT 1/3 OF SHUTTER SPAN. 1 S.HARDAIM CONDMON IMFO4 KEYSIfaY Nlr -HSTulaTd* ONE IN LOCK o �$or®Slit L BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAR OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPAY FOR SPANS UP T I1 11 lull 4j TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK®or u MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO dj or @ S`fMMETRICAL C£NTERMATLS W/(2) 1/4•-2D x 1/2-LONG FIAT LEAD Ss SEE END.... t MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TVP A.L SHUTTER ELEVATION. USE OF LOCKING ROM W/ CONNECTION OR(f�TOP AND BOTTOM IS COMPLETELY 11A.Nwow. TATS ON D SI r E N H k L Y P 0 ■ Y M k 1 Ssl-ETA 10 h `11 HEIGHT.8TypFVU �^ H OF CORNER 'NOTES ON HV 'To LOCKS AND CENTERMATES: 1"D"m 181M"' CENTERMATE 1' ONE ALTERNATE HV T LOCK Qd MAY BE INSjAL..EO IN LIEU OF FIV LOCKS �OR 63 FOR ANY SPAN AND ,.nl��yi®. lam®aTU ne I TIUlAnON AT ANY ELEVATION.ALTE�WUTE LOC Q� Y BE USED AS AN DISME OR OUYSIDE LOCK ATp,CHMENT Y../ Of LOGIC INCLUDES USING t1EiNFORCWC LOC j,AS SHOWN ON SECTION HDC,SHEET S.WHICH MUST BE Co. a 3•ort oa -- --- CONNECTED TO C£NTERI.TATES 0 AND @ W/ 1/4'0-20 1 1/2'LONG SS THREADED BOLT W/7/8'0 z 3/32' �} WINGNUT OR W/1/4'0-20x1"SS.M.S.INTO A 1/4'Mt 5/8'RM1MUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' Ll`0• oa�• 7�'„���,rs" MAXWM AHO 'AND BELOW MIDSPAN.USE OF TWO LOCKING RODS 70P AND EOTOL IS MANDATORY. 4•Q3Ta�'I�"(t 3�' *�Q N HD LSI CE TERMATES: 1.HD M=K W/(IA. ONE ALTERNATE HD LOCK©MASE USED DN LIEU� PICAL 1 HV BLADE SHUTTER ELEVATION TEV LOCKS OR AW ASPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK MAY BE USED N.T.S. AS AN INSIDE OaOUIS LOCK_ATIAC3WENT OF HD LOCK 0 TO @ IS W/3/8 k 3/8'F.H.SS MS.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVB AND HDC-MC,SHEET 10.LOCK MAY BE INTALLM AT WOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF 1.00=ROOS a_IS COMPLETELY OPTIONAL on High Velocity Hurricane ne p: A 2015 EASTERN METAL SUPPLY,INC. ENSF;9' BERTHA HVw IL EC® .No. A.S■S®�. Accordion Shutter System / Kv.afim#1 W/CR W/o Kv.WINDOX MAX TNUJT TESTING & EN COMPANY American ShUffer Sysfems DLscmor DATE nrwv sr: u.L 0. STATE OF 4 g 5x3"..121a a-w..W1,va A c As ROImt 331 Association, Inc. 1 OLD 11-192 4/13/1s Dar. 4/t3/ls p — Eono (3M)e71-15W.Pox:(35)821-1531 4258 Westroads Drive 2 West Palm Beach, FL 3344: 3 DRAWING No ....... '.�•,` >uE�0.`�KD�TILUT -P� . 15-085 yAY I 1tt1 FLCRaA U.9 441s7 s SHEET P.E. SEAQ/431titdNlURE/DATE D 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED (SEE_SCHEDULE ON OR CONCRETE BLOCK POURED COt1C,tETE SHEET f3) REOUIRED 1/4'k2015/4'S.S. ANCHORS RECO Mz'D ttfOU,FED I ibN (•�SCHEDULE am M�1/4-20� CONCRETE ANCHORS tU7 18 fRE(sfE IIDL4+Ii+IG®a S,Fd7 n slur 13) NUTS O 12.O.C. (SEE SCHEDULE ON SHEET 13) LLn JL Z i:. • 1/4-�-20,a3/4'S.S. 7Rrt. --- 4 MAe _ EO HUIE EWS O USRM.1/4'-20 NUTS - 19 ( 2' --- rQ 12'O.G t/ 2 I E.D.• /. - S I .250'Max. I --- . oR 5 _ I ___7 3 aR 1�5I � � . OP1,CNN. I I PaONALWK SOWMICH it R)l Q3� i OR • EXISTING u:N.SFFAW.nON TO CLASSw%w" I7 MRL S'J''ARAnON TO CLASSiMASS -SEE SCHEDU i ON SNLn 11)-"�� ,"(SEE SCIRDULE ON SHEET 1 - c"u C,HV WALL HEADER INSTALLATION QA HV WALT. HEADER INSTALLATION © HV WALL HEADEI— KEYSTONE ' )AIN.SEPAPATION TO CLASS ciASSO-� )----- )- (SEE WAMULE 0.4 SHEET 11) 1 a a (sei I I 1 OR 1� ` YIN.SEPARATION TO CUSS , I O 1 Dasnua_; �.9 (SEE SCHEDULE ON SHEET II) WASS { n roz ebc wmv 9++a"' a 9su roIm oiaa t➢e 21 W - o�Trt+c OPROHu I Max. 6 �-OPI,aNN. i i •'.1111 i3 1:_l 1/2 __ - 3�© I PHLUM'1 E UACHIPS TRUSS NERD I 1/4'o-20x]/4'S.S.PML,UPS \ MACIaNE SCREWS USIt1^.. ._.___ C0.tiCRETE ANCHOas !_...TRUSS HEM LLK.H tE SCREWS ._� -.... US ANCHORS I 1' 7/4'-20,ALTS a 12'O.G (SEE SCHEDULE Cil w/1/•'-20 NUTS O 12'O.C. POURED OONCRM IRE ON SN EEM f3) Min.- OR CONCRETE ONCRE ffOCK �T C014CRETE ._/......_ CRM 'ALL REQUIREDD }IV WALL SILL INSTALLATION / (SEE SCHEDULE ON Px�uCONCIETEJ sH 14) OF HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REWIRED U HV WALL.SILL INSTALLATION NOTV FOR`DOMHA11 'Or SECM0 INSTALLATION D ETA I LS W/ I-SEE SHEET 4 TOT TYPYCAL SHUTTER •E 0.-W.:S DISTANCE ASSEM3LY ♦ S�UM(rA1roNs OF USE ID{7 2-MOUHTI? SECTIONS CAN BE COMONU (SEE S?EGHCATIONS ON SHEET 13) e,f1lE©ON SHEET 19 HV BLADE xl ANY WAY170 sort ANY 1N,TxunoN. Nuuau FLORIDA<PALDiNG CODE(Hon High Velectty Hurricone Zone m 2015 EASTERN METAL SUPPLY,INC. '.icEN r�� IRME BERTHA HVTM �M�• A„S�S.An Accordion Shutter System * _ I. tinoE#t 04 CR w/o Itv lxwov BADE American Shutter Systems occur oN DATC awH er: M.L. TINT TESTING & ENGINEERING COMPANY y•• w�, Association, Inc. , ILD n-f 9z rJ13/75 rwE: 4/13/15 0755 N.Y. 54,RE.JCS. .I-CJ(=5)S,1-15 t J]1 Plwaa,(xis)OTt-,s3o•aa,;{3os}axT_1s51 4268 Westroads Drive z DRAM01 No '�\ •-++ :uR«Coo;•,<am West Polm Beach, FL 33407 s �"',1,S/0NA'Lti�i�v`x� YALTE©A TOwi'Jr.P.E. . 15-085 P.E. SEAL�St�NATURE/DAT[ rLa�aA u.s s41rR 5 SHEET c 6 OF 20 CONCP.EIE ANOHORS r ♦ CoN�CTtE�TE (SEL SOHEVAE ON SHEET 13) f 10 CLASS I= TOR � E30511NC I T. ' mD QLAZ 1 REO=3 _ IaCE 6' "I I soufA/6C m K GI/SS•--f i f5li zl®uE W 90J':1 log RA Z N tl4I�W x f AEV„1 'I}1jr[(iiI MilTCAffiE O(I'"i19iO arasma : i--tta va+wac•- • 9 GLASSY f1TEFNAT .I I I i ; DM.N(;j r, ✓ ' OR t=TIoN a 010.3/4•RD(WASHER HEAD f' l 1 13 OR 1 f J/0 tml. TD(SCREWS m tY O.C. EDGE OF ' ] t�� CONCRETE ANCHORS IF (SEE sowjLE ON SHEET 13) I APPUGI>3L EDGE OF SLAB LF SUB W t 1/2 1 UDGC OF SLAB W APPt1rARE TN Sb A41 APPLICA&E .O. O. POURED FLAT M5 CONCXITE Salo mAORS � APPLi[1.t4.E Ct}C t / .DS C (SEE-SaiMLE ON SHFM 114) ul m tvty rmm�`o ` t OR ��coN�rE ..__. ....__._.. kEOUDtEO�J 1 FLAT HEAD CONCRETE ANCHORS FtECIVIRED 0A• 0.0 RECUIRED O.'--- 0. (SEE SCKMLE ON SHEEr 14) 11 .TRENCH INSTALLATION QAUD ONLY FOR UP TO+70•-75 PSF AS.D. (3 HV FLOOR INSTALLATION THY WALK-OVER INSTALLATION SCKEDLU DESIGN PRESSURE 13. �uNG&FOR SPANS PER � HV CEIL NG INSTALLATION ��%" CONCRETE ANCHORSON7 EJDiTa1C m— ' "-- 1 - -'r slim 1SEE 5) 1/4.8 t UM=1�J P v4[T„) � 1 1 FMSiL'HO ATLVgD ItFSA0TiR1 EO GLASS ��S"1 �AN,o,ro aAa GIA" - =VD TA CN t/,•C faav6 I 1 ky GLASS -i�Oo,mA1.'ar.t+lA„ -- I r�O3/4 LA rw A,DOtS 6 ! "� ,r,.uecmH m ..L ,. ,]p•ura[utmleTn o a• Iu7C --�(cu soamc w ,q i ac ACR IP 10 a•-w Sw f AM D I ii 4'OCr SMLAFj=DM 1 EDUILE I 1/y 1._�i'1 C-0'W N a'-0•NOL IPPLT j ;I r-v WILAZ AT Ei 4 rrtN&R tEID (ttr'a('3Z tHIr 11 ON%w t 1 1/2• ' �.'a, t v 0' ff t 0,3/4" I & 3/5 - -- MAX. WASHER EHEADsrAU.vr—rti. ' ._M.. .. f f � TEk SCREWS � /14,3/4- HD.HEAD J 1 8• �( O 72'OC: 1 8• 8 —� �'.`;�,:•: ` .3/4'5599 TEX SCREWS O 9.O.C. f _ __ j14a3/4•SA.S. ____ i 1 4 a QH 7/-6--2O S.S.Ms. LONCREIE AtHCHORs 6 •O :.r,''.••• :^/ -1.s+nc,Ja•r-m Nurs W/Nur v 9'O.C. (sa salcm:ON '/ O 9.O.C 1 Wx. �:• ;}. o tY a.c. 91M 14) / 17 w 18 T/2._I _t.' 17 I8 '~t' 1-2.0o DNw:i wait mum(aEcauTr,[ _ .••. SMWROK Sw •(� - EOOE C' �/14u3/4•F.H.S.O.S. 1411'L // /R SAAB tF 4 9.O.C. ��0�n ' / 7/8' /'1 7JB• - - - CONCRETE ANCHORS <Nor,13(b) t'o. 13(b) D PGIitHEO CONCRETE (STP SC[WLE ON ON StHEET t l .. .....-..._... OR CO.`KRETE BLOCK. SHEET 14) OR'uC04 CONCRETE—" ON SHEEr 7 , r'•''• L: :• i REpORED ON CONCRETE BL0.'4( rrtoJ'r:m M�KEYSTONE MOUNTING INSTALLATION o"UMAL �R� KQ HV WALL FLOOR INSTALLATION O yV WALL WALK-OVER INSTALLATION ""°""X=DOM°=R=:161.-n„' Posc'1 0 NAUAtN SH.=SPAH a•-0• C1 HV RAINGUARD INSTALLATION t h= Lam'FOR COIB'NAnON OF 5£CTH7N$; SHALL BE REYW�Wl,"> NED E.D,-EDGE OMANCE Ap,LgCENr To AN OPERADLE Ew ♦SEE UNRATtONS Or tmt FOR I- �SHEET aEMBLY MR reP'c''L 5HDTIER (SEE spEam'Ar°Ns ON slim 13) OR E mAx t&ON SHEET 1'� INSTALLATION DETAILS W f 10 HV BLADE MING SECDONS CAN BE CCUEZIED —...— o:ANY WAY TO S=Am MSALLAnON. FLORDA BUILDfNG CODE(bion High Velocit Hurricane Zone A.YJ AAAI _ 02015 EASTERN UETAL SUPPLY,INC. Qom' EN (��•'% BERTHA HV7M fiz - 1!L E co �. „ ? Accordion Shutter System ' ) ITR BADE$1 W/OR W/O N,V,W=ff MADE American Shutter Systems t tsc Drm 0.r owwN e: IEL 71WT TESTING& ENGINEERING COMPANY TA7E:DF ::� 83 S NAI.6 S..S,.301.VRG\A GlRmm RO$Y SM,, Association, inc. OLD 11-192 4J13J15 cAtF 4/16/15 � (365)571-tslo.Fmr:(sO])n71-1531 4288 Westroods Drive '''' `s ` �• West Palm BeoCh, PL 33407 j DRAYANG V ... ui�7t 15-0o i�+/ 5r..... .Y8 5 °R"A Le.o 44167 s SHEr 6 OF 20P.E. SI9A1,U SEE END WALL C 10 & 18 sEE No1cs a+LOCKIIG PWS(5.Hr LOOM(D a `f INSTALLATIONS W/ 1 HV AIM ALT SHM IN�°° ®ON s 5 OUT IN f- ,1Hc ct� o ** tl BLADE W HV CENTERMATES � l"WH�o ®���®•Oa0 A1Da'�° OR SEE END WALL CONNECTION 10•®�©'�fl`�Q f MSW;CLASS DETAILS ON S mom ---------------------- L---- ------------------- 2521,/6'!J'-2 I ®•®m O.®w1®•�$ 3 1/4• 7• _ 61/2• 7• (W61,Ts A3.m1;1a OPPOSING ® MOLE W/(2)1/4-0TAPCA.Y 1/2- ue •® Sl'MMETRYCAL wlogRs To ane - CENTER MATES CENT RMATES (1lm/907T0U)h /ttk3/P SNS.o SZ' utH.SEPARATION {4)�IaAT/r s.us.to TU6f o.c.nu Lys, WZ HV LOCK or Wj HV LOCK or �5>x TO C� AT EACH A/f:lE(Tri') f (SEE SWEOULE 1 * 5* FIN—] �* 3 ON Sim „) C 5 — I 1/2- ® 5 3 `mayIN) ���� ��`�`�70•®� L J ® HVB OUT @ a HVC � ©oa�m.©•OPOR 10+�3�' t7(+SNNa^il.SS CPOLM OFiCAEtECOICR T WALL 10•Q�©•�'®•©�1.a� HVA /1�/� �•�_ / 0. snHc �------------------ ©'®°"C '�"O'®�CLASS � 5)MMET !gAL �7�* IN �•7 •©`"W•O� 1rsL rPxvtr�H 8 -®�®•®°� CLASS SEE O CENTERMATES* /"E� ©'�°�'®mQe '�7 w SEESCHED1LE -F- _ °A®'® ——— y� W HV LOCK d6� OFMOHu ( L,4F-- CLASS NIT, RC * / T'r INTERIOR) ` D4 QONNEEC 17)roY- /, cuss I N N(SG.17011LEoN SHEET 11) ( R) ----- - --- ------- ------------ OUT _ o- o 6- 'P a OUT vzx SLACK -0-0--T] (E3IXTERaa) HVE HVF** HVD FLORIDA BUILDING CODE(flon High Velocity Hurricane Zone ``,313IT�ttol i 111"'o ®2015 EASTERN UUAL SUPPaLY•INC. so... '•t/T, , BERTHA H10TM = CEN �76-,m S A Accordion Shutter System �l 6 ■ ■ ■ ■ Kv alwE#1 W/OR W/O RV WINDOW MADE Amer(ean Shutter Systems Nw.NJ owwn w DATE aRwd BN I L lk: _ TIWT TESTING& ENGINEERING COMPANY Q: STATE DF °'�'K" �' �'• " rte`�1 Assoctatton. Inc. oto 11-192 4/i3/15 aAr• 4113/15 O., ,r-:(x5)WI-1530.A.:(305WI-IS31 4268 WastrooGs Drive z $ •• F10RgIL�P.: 'o, ®u West Palm Beach, FL 33407 3 DRAWING No ,� 1 {tiN G ` WALUR x'W y.P.E. 4 15-085 P.E. �YA6� AT"11�E DATE r1nRw 1`x'4'67 a SH8 OF 20 POURED CONCRETE POURED CONCRETE IED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CORECNCRETE BLOCK OAU. OR CK WALLE 13LOCK WALL REQUIRED BLOCK WALL REOURED BLOCK WALL TEOIWffD �E1DSnNG GLASS( EXISTING GLASS CONCRETE ARVID EXISTING CLASS j{� S 2'UW /EXMNG CLASS O 16•Q.C. URL SFPHiit1U1 — 1•.. /— j� 2'WN. _ TO CAS(SEE LCL,WL CHEDULE ON SIM _ —`_� ON EO EO TO RISS(SEL Ic 9AVE QAta TO�'(S 1 TO QIES(SEE OT SQFAt£ON STET 1/10':3'MAx. W SHEET 19 TUN S1 FO B�SEAN So4DU JC ON SEET 11 SHftADEQMD TL FTR sAVDAO (6063-T6)WNL EIADFSmk 9 w sQZI'19 RS! 1/2" ON SHEET 19 Fat W 4E11 10 FUR ALU4.AOSER (LOCATE�I RABMQ&® PLATE.(LOCATE 1X2 l \ BlADtSmk T—� 9AOE_S(D&0 AT EJRIER SIDE \ J I �) OF O) i/?." N. _ ` I .F USE 1.0R 2•MAX I �1e,:T/z•sMs_ f'oxoANGLE i6'arc. I I —. --- (As APPucAmF�:z•.1/6'm'-x- _—_-- 0 1s"a.c. "---- _----- �\ (W63-rALLUNUa�r oREKxf/ 4 , (2)/4-0 T PCOONs n--n COHORS TO (D-2 j SEE DETAIL X FO$� WALL AT 1.O.C.(LOCATE AT SIDE CONNECTION j0R��\ EITHER!SIDE OF 0) 1 OR l� sLE ocrAL x roR I OR & TO LILA XS SIDE CONNECTION F �j{ ®.©.Qj.8 •®- SEE oETA1% ®•d"�- ro rRAc«,s 1 .®.©®'a�•©oda END CONNECTION DETAIL END CONNECTION DETAIL 20 MD-CONNECTION PETAI 3 END CONNECTION DETAIL ,t MUM OM.Y FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR _— EXRSOtaO CUSS CONCRETE BLOCK WALL N' 4 4 _RECURRED TO MASS(SE O 16 C. LOL SEPARATION b—_--___ __ __- ON RICET TO Q-Mi(SEE III FU7 MADE d)AND W. 1/2•MIN. 504DAE ON SHEET ",0i) O ON SETT 19 KR ANCHOR O COCRIZE Om Qg 12'OX. __.5 {1aRHAQD 4 _---- �aORR�D 0 �QaFOR, CHOR O.C. —_ 1/2 4G4.r"-1 u 4 ----- 2'FAN. ED ♦SEE U4:rATLOis Cr USE FVR 8 ROOR V� / 01ADE©DN SHEET 19 ©cR@GR(qoR(goR@ 5 1 OR �' PLAN ,� DETAIL X PORED CONCRETE DR ®.®-©.70-6 , •�-OR ION CDFeClOTE BLOGc W,'{TL w®'©•�'©•®- REQ,� h� ©•0•©41).83- 1 HV B DEO HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 Q•�-®®-�•®-Q»� ®®- "® 0 END CONNECTION DETAIL RORIDA BUILDING CGDE Non High Velocity Hurricane Zone ®2015 EASTERN MEW.SUPPLY.INC. yaP: E BERTHAHVT>L —� S A Accordion Shutter System _I L E�CO . . . Liv. aaoE I w/OR wjo KV.Wtnar e(erE American Shutter Systems el=m•rmN DArc DRAR.!eT: 4.L -• TIELTT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF :'Q� QX6 nx.Ssn,s:.sv Sas..vxcarA ru�3ic nr.�s vR ,e•., ORI 1?mc:(a5>en-i3J0.Foc:(as)sT,-ls31 4265 Westroads Drive 2 DRWRING No t' —.1;tk..G'Nmn West Polm Beach, FL 33407 3 /ONAL'�,0'`,` WALE�r'�P.- 4 15-085 f FURSA P.E. LT}NJ(d1VA'fURE/DATE u:. 44167 s SH 6 E QT OF 0 SCHEDULE NT SCHEDULE 02 SCHEDULE �3 MAXIMUM SHUTTER SPAN 'L+'OR -L MAXIMUM SHUTTER SPAN* -L+' WXIMUM SHUTTER SPAN*'L+" -- Rist 7e AI rr:cNO NOTES, (ft.). FOR ATES 1�ONS�W/,�I,gI, C OR 'L (R.) FOR R 'L (ft.) INSTALLATIONS & or(�or�j INSTALLATIONS W/ CONCRETE& W/ONE H.V.LOCK ®or®or%or WOOD (0)L+:MAXIMUM PRESSURE. SPAN FOR . GIVEN &�W/ONE HV LOCKS fAAh1SORY POSRNE A.S.D.ABEDESIGN PRESSURE IN NC. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or Gr ;MAIL ALLOWABLE SEAN FOR A c71•at NICOTINE CENT-nRMATES®&®W/ONE HV '7" W/ NO LOCKING RODS OR W/NO LOCKING WALL A. B. C.D. E. M. N.0. P. D, AS.O.DESIGN PAESSVRE RATING. ® ODS MOUNTING F, K&L R. S, &V. LOCK® W/RYO LOCKING RODS®TOP & (SEE NOTES t tt) (VINO FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTESt.It) //11 SHEET 7) FLOOR/CEILING G. H. I, 11,J T, U. W&X WALL MOUNRNCS(TOP/DOT70M)OR FLOOR/CEILING: CMCRETE&WOW DiSTA11AL10N5 W CONCtiETE&WnCD CONCRETE MOUNTING & M UQMW �0..Glvo, Asn Del" DWALL�,.SA=0090"1 GIVEN A POSITIVE ASID.DESIGN PRESSURE RATING. � Y,'NA MOlIML7G n.00R/CF71A'aG ra®x[ WYL YTIM7HG isz�ceC F,��y,,^� DETERYI! MNiWUM SPAN 1.+'FROM SCHEDULE. R`TMP YOUNTNG °"' A, oR GIVEN A NEGATIVE A.S.O.DESIGN PRESSURE RATDIG, 14t X31 T �1 F1.00RjOFAA+IIOl91ti110 (�oR_7 FL00 All WIAfILNC DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE L 4 C0 l- J i t(>) t-TW l i(N L-(N L. (� L-AD 0 MAXIMUM SHUTTER SPAN'L+'OR'L-'FOR 30 OR 16'-0" 16-0' 15-0' 16'-0- 30 16.0 t6'-0' 30 16'-O• i6'-0' INSTALLATIONS L410 WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWAIXE SPAn IS EQUAL TO THE 35 14'-t0' 14'-10• 15'-2' 16'-0" w 35 __1C-10' 14'-10•_ 35 15'-2' 16'-10' 105 pg.hS.D.061Cti PRESSURE RATING. lu DETERMINED SPAN BEiW'E7V 14'0.`!J 1 40 4, 13'-10• IV-10 14'-2' 15•-2* 40 13-10 13-10• 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE VAXIMUM SPAN FOR 45 13'-1' 13'-1' 13•-4' 14'-3' 45 13'-1' 73'-t' a5 13'-4' 14'-3. t 7N CORNER CENTFRMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNIINCS _50 1Y-5' 12'-5' 12'-8" 13'-7• 50 12'-5• 12'-5' S0 12'-3' 13'-1' MWNONC INSTALIATICNS.LOCKR/C SPEGFlCATIONS W!TLOCR/COLING MGUNIVMS: �55 - - '-1' 12'-17' 55 11'-10• il'-70• 55_. -I1'-17_.-i1'-11' `-MALL BE AS INDICATED ON M1WDA7ORY CONOfff6.>7 j2 FOR A GrAN POS70vE AS.D.DESIGN PRESSURE lt'-Y t 60 11'-4' ii'-P _ 60 f0'-2" !0'-11' NOTE j5,SHEET 5. RATING: 65 10'-to' f0'-10• 11--1- 77--11" 65 10'-10• 10--10' 65 9'-5• 10'-1• DETERMINE: 70 i0'-6' 10'-6' 10'-9' 1t'-5' 70 10•-6' 1D'-6- 70 8•-9• 9-4' LI+-Lox.SPAN FOR FLAT.MOUNTING INSTALLATIONS. _ 12+�MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 70'-1' 70'-1' 10'-4' 11•-1' 75 10•-t• w-1' 75 - 8'-9' t'r DIGITI THAT MAXIMUM SHUTTER SPAN 1+'OR 06n 'IONS. 80 9•-10• 0'-,0• 70'-0' 10'-9' 80 9'-10' V-10• 'L-'AND 14AMMUM ASD,DESiNG PRMSId7E RXIM FOQ FOR A GVEN NEGAWVE A.S.D.DESIGN PRESSURE 85 9'-8' 9'-6' 9'-9' 10•-5' 65 9'-6' 9--6' INSTALLATIONS TIRO LONCREM OR CONCRETE BLOCK RATMG: 90 9'-3' 9'-3' 9•-5• IO'-I' 90 9'-J' 9'-3'..� SMALL BE LTMItED AS FOLLOWS: DEfERWhT-. 95 D•-0' e'-9• 9'-Y 9'-10' 95 9'-0' 8'-0• 1- CONNECTIONS TO KEYSTOItE MOUNTING L, MU.SPAN FOR NULL MOUNTING INSTALLATIONS. 95 e•=9' e•-4• 9'-0' a.-ID, i00 W-9_ 8'-4• LIMITED TO 64,-72 P•a.t.AND B•-0'SPAN, SEE L2--MAX.SPAN FOR FLOOR/COLING MOUNTING _ MOUNTING©ON SHEET 7. INSTAL IATIONS. 105 8'-7' T-1 l'_ 8•-9' 9•-4• 705 B'-7 110 8=4'-�J'-T 8'-T 9•-2' 110 - 8'-4' 7•-7' FINAL1WOMUM H1OWA[3LE SPAN 15 EOl1AL TO THE 115 8'-2' Y-3• 6'-4' B'-ii' its S.Z3— r-3• MiNtNDM BETWEEN 12 F'.�.1-Ar:D SEPARATION TO GLASS SCHEDULE -.2-• 120 8'-D' V-11• 8'-2• 8--9•- 120 W=S:- 6-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL. MAXIMUM 125_ -- 7-10• V-8• a. . tl'-S" 125 T-10'- 6'-8' ALLOWAgE SPAN AND hTiCAttf'A5.0.DESIGN 730 T-8- 6•-5- 7_l0 6;-, 13o Y-a 6'-s WIND ZONE MINIMUM PPESSURE RATING TO DL7ERMIE lIN 6AUM ANCHOR __.._.. 135 7'-7- 6'-21 V-9' T-9• say Ta' e'-z• SEPARATION 140 7'-5' S'-17' T-T 7-6' 140 71-67 5•-71' ASTM E-1996 145 7'-3' 5'-9• 7'-5• _7'-3' 145 7•-3• 5'-9' TO GLASS 150 T-2' 5•-7' T-4• 7'-0• 150 T-2• S--T 155 7'-0• 51-51 r-2' 6'-9• 755 7'-0• 5,-a' 1 THRU 3 1" 160 6'-11' V-2' 7'-1' 6'-7' ISO 6'-i 1' 165 6-10• 5'-7• 7'-0' 6'-4' 165 6'-10' S-1• 170 6--9• 4'-11' V-1V V-2' 170 6•-9• 175 6'-7' 4'-9' 0'-S• 8'-0' 775 6'-7' 180 V-6• V-6• 6--8• V-8, 180 6•-6• 4'-6• H V B LA D E 185 6'-v 4'-5" 6'-7' S'-8' 185 6•-5' 1'-61 190 6'-a" 4'-5' 8•-6' V-6' 190 .. 6'-•t' .___<•-5 195 ti _^4'-3• 6--S r-5' 195 W-3' 4'-3' 200. G'-2' 4'-2' G'-4• 5'-3' 200 6'-2• 4'-2' 205 6'-1• 4--1' 8'-:' 5•-1" FLORIDA Bt!(LDIMG CODE(Non High Velocity Hurricane Zone 0 2015 OSTERN METAL SUPPLY.INC. 11111111tH Itlll if//rA �SA.TQ/,f4f. BERTHA HVTM �` ==? IL ECO .ac. �� '�' .$.A. Accordion Shutter System KV.BLADE#1 W/OR W/O KV.HENDON BIAZE American Shutter Systems e, A GK atc owy lacy. G• TILLJT TESTING & ENGINEERING COMPANY 1�P 7C *" a1t5 N.M.SN.i.sc.s+r.Sns.vY?CrLa c+a1Ds.rtOrzni 3s, Association, Inc. 1 O D 11-192 <l�slu O+iL• 4/13/ls _ PMx+o;(s s)E'tl_15:a,Fc,;(3o5}srt-i631 4269 Weslroods Drive 2 : fir •�s ® West Palm Beach, FL 33407 3 DRAWING No OF:.FLORID?.•��,�� 1M TCR A TIL x.P.C. . 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DISR2(NEHGATNE PRMSM RA11fEG AND A SING NOUMiH6 TYPE FOR CONCRETE OR('QHOM BiDd(SWAUAl1t n (szz MOUTd05 G 0,a N OK shrm a a 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOILOMS: PMW 00"wDL/mcwE am Po1911D CANCREIt (A) TO DUSTING POURED COMMM'(W..fc-3 ISD (g)WALL SILL MOUNTING ©CE'.IJNG MOUNTNG @FLOOR MOUNTING -1/4.0 TAACON OR LWCDN WTH ADVANCED-,WXAOFVW TECHNCIACY ANCHORS,AS MANUFACTURED BY LT.W.SUBDDL(WI,is-3 k.) 5pµ Allchy S SPACING; ECENn -1/4'e x 3/C ALL PANTS SOLID-SET ANCI ORS.AS DISTRIBUTED IW ALL POINTS SCRSV,BOLT&SPECIALTY COMPANY.(N..f0-3 ke) (1p R3R PC WOE PPMA FXM w k=OCA490;'K F MMAnx RAwsewwrlmtE5W 10GQNC Pf D F£PAx4 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FUMDA FASOCERS ORM,NC.(Mm f9-2 kvy 30 40 60 75 W 120 160 265 30 40 75100112011601205 30 40 60 731901120 160 205 N WITH DV -C;IT TAPVr +ANCHOTS AS MANIUFACNRED BY PCWERS'CASTDIERS,M.AND DITROOIED BY ALL POM SCREW,BOLT&SPECIALTY u 1 0 9 6 6 a 14 t2 l0 e a e 1s t2 to e a D b 6 TAPCON WITH COVPATIY OR AM'OTHER APPROVED L'CENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN S}RIITER SYSTEMS ASSOCIATION,INC. 10 9 0 8 6 a 14 12 f0 9 8 a 6 6 f4 12 10 9 6 0 6 e THREAD:.-ORN TECHNOLOGY (6' fc-3 kv') SET OR LESS-14J!12 10 9 0 8 6 S. t4 12 10 9 8 0 6 6 14 12 10 9 0 9' a 5 ALL $QUO- is 112 110 1 9 1 8 6 6 7 14 12 10 9 0 0 6 0 74 12 10 9 a a 6 6 BLUE IAP W/CAP `S• N 12 10 9 0 J a3 33 14 12 10. 0 8 a 6 6 14 12 10 9 0 8 6 6 TAPPER} A f)M:NQAW DBEDMENT 9710 POURED CONCREIE OF TAPCON OR TAPCON WITH ADVANCED THREADFO RM TECHNRS P OGY ANCHORS AIA TAPPER+ 4'-0' 14 1x 10 0 a d B 0 11 12 10 9 8 8 6 0 14 12 10 9 a a 5 53 PNCHORS S 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/Y. 14 12 10 9 8 0 0 4 14 12 1 1 9 a d 6 43 14 12 10 9 B 8 4 33 AL2)MJI:MUll EMBEDMENT AN OF 1/4'0 x 3/4-ALL PTS SW-TD-SET NE3IOR5 SH4L OU BE 7/6.KID THE POURED CONaRTE.NO EY$DYENT 1a 1I ID 9 6 a 0 4.5 14 12 10 9 a a 6 7.5 14 12 10 9 5_.I_ 6 is INTO!;TVcC0 SHAl1 BE PERMITTED.1/4.0-20 53L MACKWE SCREW USED S1OLL BE 1 1/2'LONG MetIROI 5HOVLD STUCCO EAST,AND 1♦ 12 10 9 73 53 35 - 14 12 9 a 9 6 5 t4 12 10 9 5 7 5.5 s 0 SQ lAd�[A'D6'.K 05E FO9 1•YIHMUM FOR WALES MTD/ENT STIk'E0, lA 12 10 9 6 a 8 6 /4 S2 0 0 0 8 6 SS 14 12 10 9 d 8 6 45 NAO6 Ski Ii 5'-0• f1 12 10 8 0 7 4 - t4 12 t0 9 8 63 a 33 N 12 10 8 M5 5 u 3 A.3)IN CASE THAT PRECAST STOW-PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXSTNG WALL OR RODR 11 112 110 19 6 7s 43 - 74 12 t0 1 9 0 a 6 43 14 12 10 9 6 6 43 >S ANCHORS SHALL BE LONG DOUGH TO REACH THE MAW ST61CT1Rc HEMMED 54'0 NA11 FINISHES.ANCHORAGE SNAIL OE A5 iND1CATE71 ON 14 l2 93 73 83 4.5 - - 14 12 9 6 7.5 as 4 1L 12 16 9 e a U J5 N0TE5 A1)&A2)ABOME FOR INSTALLATIONS AS ON VINYL SAOR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FUR 14 12 ltl 9. 6 0 6 S f4 12 10 9 8 "s'S 35 IA5TALIATKXH INTO ETES WITH METAL STUDS SEE S1tQi 2D. ___....._.._ __ ._. 14 /2 /0 9 73 55 ] - 14 12 10 53 7 534� J 14 12 6 a3 6'-p- 55 4 J f1 12 i0 0 6 a - 14 12 10 0 8 3.75 14 12 10 las a 5 4 (0) TO DMSTING CONCRETE OIDCR:(ASTM 6-90) 14 12 8 OS 53 3 - 14 12 10 8 6 03 43 3s 14 12 101 0 7 6 3.5 3 -1/4'0 TAPCON OR TAPOON WITH ADVANCED TRREAOFORM TECHNOLOGY ANCHORS.AS W)IUFACTIRED BY I.T.W.OUADDL. .A,.�. N 12 l0 8 6 0 - - 14 12 to 9 8 7 5 4 14 12 10 9 73 S.S 4 3 -1/4'0 x.3/4'ALL PORTS SDUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COIAPAXY. 1/4-0 BLUE TAP CONCRETE.ANCHORS W CAA AS MANUFACRIRED BY FLORIDA FASTEKEIM DOER.INC. 14 12 10 6 OS 4 - - f4 12 0 7S 6 4s.-4 - 14 12 7 u 43 35 - / 14 12 7 55 7 '4 - - H 12 10 9 73 53 4 - 14 12 9 7 6 i3 - -I/4-0 NY OR ANCHORS PS OVERMANIURACTILREDENSE BY FIXERS AUTHO FASTENERS,INC..AND RD WITH TED BY ALL N SHU TERSSCREW.BMS A SPErA'.n it 11 7 SS IS - - t4 12 f0 9 73 53 4 - li 12 9 7 8 43 J _ COMPANY CR AW O'i7iFX APPROVED LICENSED OR AUf110RP£D VEJNDOR RATTER 7H-e AMFAXJttf$HALTER SYSTEMS ASSOCIATION.fN,,^ 14 72 10 9 6 GS - 14 12 f0 9 6 6 4 1- 14 12 10 8 65 6 33 - NOTES �. ......._..._- 14 12..e.ILS 53 4 3 - L5 63 6 S 4 3 74 12 a3 7 i5 3 - - 8.1)MNLWUM EMBEDMENT INTO CCWJWM BLOCK OF TAPCON,BLUE TAP W/CAP A'OOORS AND TAPPER+ANC HERS IS I Ile AND TAPCON I 12 93 73 6 - - - 14 12 93 8 I5 5 - - 14 12 5 6 63 ♦ - - WITH ADVANCED THRE40FORM TEaQALOCY AUDITORS S 1 13 93 65 5 J N - - 14 12 10 9 65 0 - 14 12 8 63 5 4 14 12 10 9 '5 - - - U 12 10 9 73 4.5 - - 1 12 a5 7 5.5 a _ -_ M0F7NUM EMBEDMENT OF 1/4'0 Y 3/4'CLI.POINTS S9-20SET ANCHORS STNV BE M- SHALL EMBEDDED11/- THE CONCP.ETE BLOCK.K0 14 13 Y9 O 4 - - - Y4 11 7 u L]3, - - ti a 53 45 EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'6-70 S.S.MIACtfit r SCRETV USED S14LL1 I 1/2'LON MINWUU st O SFUGGO 14 72 B OS 4S - - - ii/2 65 7 SS 4 - -14 O5 7 55 6 43 - - D(MT;AND 1'k9N11IW FOR WAILS 1FIfM NO STUCCO_ 11.5 BS 53 t - IS li 9 7 6 N - - 14 11 7 53 43 55 10'-D'14 12 10 9 73 - -_ - 14 12 10 0.65 5 - =14 12 6 5 5 4 - 8.1)N CME THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY V'ENfE.4 BE FOUND W THE D aSTI NO WALL OR FLOOR, u IOZ 7 5 13 - - 13 93 63 S 4 J - - 10 73 5 4 J - - - ANCHORS SHALL BE I=ENOUGH TO FV,-4 THE MAIN 5TRULTURE DEH'ND SAID WALL FINSH M ANCHORAGE SHALL BE AS IN==0.4 14 11 73 53 - == - 14 1131 9 6 $ 4 12.5 9.5i 6 S 4 4 - - NOTES B.1)&8.2)A60V- FOR IT47IMATKNIS ON VUM GOING OR D75 WITH OR WT(NOUT METAL STUDS CONS1n_T THIS D=NEER, OS a S - 14 12 8 63 63 4 - 13 10 a3 5 4. 3 FOR NSALIARON INTO DFS WITH METAL STUDS SEE SHEIT 2O. 11'-O• I4 Ix 10 - - - - - 14 12 9 7 6 43 - - 14 10.5 7 5543 35 - ZS 93 a - _ - 12 9 0 43 4{3 9 7 43 33 3 (C) ANICHO S SHHLLL BE OWALLED FOILDWiNG ALL OF THE RECOMMENDATICNS AND SPEancatons OF THE ANCHOR'S WA.NBiACIUROL f4 10 7 - - - - - 14 20.5 7 55 4.5 - - - /3 55 S3 4's 75 - - 93 7 4s - - 14 13 73 O S - BELOW OR - 12 9 0 45 4 - _ (a) SEE SCHEDULE BW FEDGE D15met:(E0.)VERSUS spww RDAmokstvP FOR ANOHom 12'-0- 17 j2 fO - - - - - 14 12 a e3 53 - - - 11 10 a35 4 - - - FDG DIST HCF Ie SPACING!SCHEDULE FT.R ANCHORS• 13 85 U _ -m- _ _ _ _ it a 53 4 3.5 e e 4 3 _ _ _ _ YAXtYUY AV. SPACNCS ARE VALID FOR LOGE UTSTANCfS MICATED BELOW.FOR E 0.USS TON 176 NOI;ATED.RRDUCC 74MT3AR SPACIVO 35 93 6 - - 13 93 63 5 4 - O5 8 5 4 - - BY MULTIPLYING SPACING SHOWN ON SCREUULE BY THE FOLLON'N0 FACTORS 0 63 - _ - - - 14 105 7 53 4.5 - - 11 a5 05 43 33 - FWJCED S'PA�OBTAINED USw F/CM SHALL H07 DE LES THAN M06MUM SPACWG INDKATED FOR EACH A4CHW TYPE. j4 t2 _ _ - _ _ _ 1♦ tl3 75 6 5 _ _ _ 12 9 6 45 4 - -- FACTOR OS e - - - - - - To 73 5 4 3 - - - 7.5 6.5 4 3 - - - ACTUALTAPCON WITH ADVAN TAPPER+ CED BLUE TAP W/CAP v L5 - - - - - 12 9 6 '45 4 - - - 93 7 5 4 - - - - EDGE TAPCON ��TEL*ONiKOGI• Ali.POINT�llD SET MOO.��� E 6 - - - - - - 13 93 6ZIS - - - - OS 73 5 4 - - i- - V OICTANDE 11 12 - - - - - - N 10.5 7 53 - - - - 11 8.5 63 431- - _ - ED. MLN.SPACING-3' M91 SPADAC-3- RLN.SPACING-3 f/Y M3L SPACING-3' 3 3/4' <' 10 75 - - - - - - 8 7 43 SS - - - 7 S3 ]1.'- _ _ 7 Y B(.A�D W CONCJETE& KUM E�{y�EEpa Pf/U77}:D W WJiETE a POUND CONCk[tE&RgRD o347+ETE CQIE TilLX 1.5 e - - - - - - 11 8 SS 45 - - - - 9 05 43 - - - - W CONCRETE jl MR M-3 1/2'YL E0.-2 1 3 BLOCK Mey F�.3 7/f Eli-2 1/t 7.5 - - - - - - - 12 9 6 - - - - - 93 ) 43 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.64 1.0 135 1 93 - - - - - as a - - = - BLADE WORKING ______.............. 5 2 1/2 OBI I.D .... -- 0.67 1.0 to - - 03 a 5 - - a3 6 4 - 1_ _ _ _ IN UNISON♦ 2• 1 alt p3F 7 _ a.5 1 3/4' _-.._ 091 - - 23 93 6 - - - - - TO F. 6 18'-0 9 - e 6 • - 6 43 3 _ 1 7/2_ 0.35 O,�r 95 - - - - - - - 9s 7 J - - - - - e a 4 - -,- - - RORIDA BUILDING CODE(Mon Hiqh Velocity Hurricane Zone '0""-p:TIL(/N ®2015 EASTERN METAL SUPPLY,INC I MEM ABERTWA HVTM a AS Accordion Shutter System ■ ■ ■ ■ Kv.aAx$1 W/OR W/0 Kv.Ydmw aAm American Shutter Systems Tty. CISCF7n. DATE I OR48N By ML �= TINT TESTING &ENGINEERING COMPANY $SATE OF _ Sus NY.JG,'%.3I..30I,1�scr.OA-.M BERCI 311 AssocTatlon, Inc. / OLD 11-192 4/13/1510M 4/13/I5 FI+onP:(]osn-lssa.FaY:(SGS15J7-1531 4268 Westroods Drive x �'� D,(:-.,• D �� r. .c s-�a oxa.m,I West Pa{m Beach, FL 33407 s DRAYT(JG PJo SlpNh�� N`N�N WLFF7i�A TA1fT Jr.RE. t 15 11 N 1LaRCA 1:u.(u167 5 SHED A.E. S'@AtJS1�NATURE%DATE `6 13 OF 20