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HomeMy WebLinkAboutProduct Review Affidavit .Florida Building Code Online Page 1 of 2 .:T PlO.ida Department BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links . Search Busines '-) ProfessionalJ_� 'I�SERacbnc User Approval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL3� 89 R8 ; Application Type Revision Code Version 2014 Application Status Approved Comments Archived _. ,I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley Irodriguez@easternmetal.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Shutters Subcategory Ac Dry rii�� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the 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 I Validation Checklist-Hardcopy Received I , Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf i Referenced Standard and Year(of Standard) Standard i Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1 1994 Equivalence of Product Standards Certified By Sections from the Code l I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/30/2016 Florida Building Code Online Page 2 of 2 ' I 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 Summary of Products I FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S:S.A. INC. P.E.R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o 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/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. —�ti 389.2 Bertha HV Accordion Shutter-Blade E ruded aluminum interlocking blades retained by tracks 1 Only-(Nan-HVHZ)-Drwg 15-085 op_p_ndlwttom-)-fe m protection--"------. Limits of UseInstallation Instructions Approved for use in H FL389•R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A v e orts Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S��7EE.R—DRWG 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f,for HVI.and HVSA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 i Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports , Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively i Back Next 1 Contact Us:;1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M Y i I I http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/30/2016 r ' i i c ' I �E i i I NI I GENERAL NATES: 1.BERTHk H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCE EVALUATION DOCUMENT(RE j)HM BEEN VEMPIED FOR COMPLANCE 01 ACCORDANCE WFM THE 2014{5th£06161F)OF THE FLORIDA --- BUILDING �COOL no ACCORDION SHUTTER SYSTEM SWILL 140T BE INSTALLED AT HIGH VELOCITY NURaCANE ZONES. 'OF9GN WINO LOADS STILL BE DETERMINED A3 PER 5EcnoN 1620 OF THE ABOVE MENNONM CODE,FOR A BAS',WIND SPEED REWIRED 8Y LIME JURISDICTION NNBtE SHUTTER WILL j TABLE OF CONTENTS. BE INSTALLED WITH A 091EECTDNRM FACTOR Kd=0.05.USING ASCE 7-10 AND"HALL NOT EXCEED THE MAXIMUM(ABA.)DESIGN PRESSURE RATINGS 90CAlED ON SHEETS 11 THOU 15,19&20. 1' HV BLADES O IN DRUM TO VEFOFY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS DEERUI PER ASCE 7-10 SHALL BE FGRE REDUCED TO AS,M DESIGN WIND LOADS t I AREA. BY MULTIPLYING THU BY 0.6 IN ORDER TO COMPARE THESE W/MNL(A.SD)DESIGN PRESSURE RATINGS INDICATED ON SHEER 11 THRU 13,19&20. I SHEET 1 GENERAL.'NOTM SHEET 2 IN ORDER TO VERIN'DINT COMPONENT AND ANCHORS ON DUES P.EO.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN A1LOVIABLE STRESS FOR WIVO LOADS WAS NGZ USED IN THEE I SYSTEM COMPONE2TS 1-sD SHEET 3 ANALYSS.HONEVFR A WIND DURATION FACTOR CD-1.63 WAS USED FOR VER9TCAiLON OF FASTENERS IN WOOD. I SYSTEM COMPONENTS 21-37 BARON WV.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR AM ARS LARGE MISSILE IMPACT 101x0 HAS BEEN V-rF EO w ACCORDANCE WENN SECTION 1609.1.2 OF THE ABOVE MMDONED CODE AS PER �� TYPjcA.SfNfIER ASSETABLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW MADE&WINDOW DETAIL -1M SLADE 0(OZKOI-0.1,JW 5.01-03,j/0W.01-05./1214.01-05,10317.02-06.[0609.01-t0 AND(0210.01-ii AS PER TAS-201,TAS-•202 AND 7A5-203 PROTOCOLS AND ASTM E-1586 "/e1 ADF OD AND HV WINDOW BLADE(17P AND E-1996 STANDARDS(MISSILE LEVEL D,WND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PR0iCCOLS LANE MISSILE INHERE APPLICABLEI -HZ"DOW DUDE;(,i'105ffSAi-CVS AS PER ASTM E-1886 AND E-1996(MWLE LEVEE.U.WAN,ZONES 1,2.3)6440 PROTECSgN ONLY AND 1 072S.O1-66 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVARON&NOTES ON LOCKS SHEET S W$FALLATION DETAILS A-F.CONGRERE/BLOO( SHEET 6 2.W BUDcEO AND W W DOW GLADE Q ARE ENGINEERED TO WORK IN UNSM VM MR OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 I INSTALLATION OEfNLS G-M,CONCIETE/BLOCK. SHEET 7 CEHFFRMAIE DISTALS t1V SHEET 8 1.BERTH H.V.ACCORDION PMS(HV SCREWS,USED AT BIAIFS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE"14x2.75'AVO 1441x7.75• ZS ECTIVELF.410-HT MINIMUM SEEM � CE TERMATE ALTERNATING G DRATS FN SHEET B STAINLESS SEEM SCREWS WTTIS 135.0 ksi ETD ST ENGM AHO 180 WF TENSILE SMNCTK NNS SHALL BE COATED WITH BERTHA!iV UMROSHIELD COATNC SYSTEI7 M MANUFACTURED BY APPROVED r COATING APPLICATORS.REGISTERED WITH AMEEGGA.N SHUTTER SMITYS ASSOCATION,TENS MUST BEAR THE W U,ARKING ON THEIR HEM. 4.ALL ALUMINUM DITR,E.'IO,NS SWI.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SNEER 2 AND Y MINIMUM rELD STRENGTH FOR 6063-T6 ALLOY S 30.0 kM A@ 35.7 ki FOR ' ENO UM SPAN T DETAILS f-6.CO}CRETEfBLOC1C SHEET it MA70MUM SPMA TMIES SODS-T3 AiSAY. ANCHOR SCHEDULE-CONCRETE&SLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL W4 OR 316 Afi SEES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON50018 WITH W k i MIN.YIELD STIENGM AND 90 k MIN.TENSILE STRENGTH, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. , ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET I4 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS San WITH 35 Loi MINIMUM YIELD STRENGOL 'I ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEER FOR ANCHOR SPECIFICATIONS:1W+BLADE 0 H 12,13,14,15 NO 20 i LYSTALLAT IN DEN DETA}LS AILS M-R,vSHEET 16 INSTAtlAT5-X.VIUOwD G SHEET 17 W BLADE10&0 WORKING IN UNISON:42,13&15 ENO CONNECTION DETAILS 7-12 At X,WOOD SHEET IB 8. THIS DERMA H.V.ACCORDION SHUTTER SYSTEM BENS A U.S.PATENT 10'779,562 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE M IN PART BY U.S_PATENT 15'4S8,179 L4UED TO EASTERN METAL SUPPLY,INC. ' AREA ; FP!WINDOW BLADE ONLY 9.R SHALL B°THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCNRE WHERE SHUTER S TO BE ATTACHED TO INSURE PROPER ANCHCRAGE.CONTRACTOR W SEAL/CA1TIK' SHEET 19 ALL SHUTTER COMPONENT EDGES WHICH HENAN,TARN FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN"TRUSION. TYPICAL SHUTTER ELEVATION 10.EACH UNIT MUST BEAR PERiANEM MEL IN A VISIBLE PLACE WITH WARNING NOM DUN-PERIODS CF HURRICANE WARNINGS HOME DOM I INANE,OR TIMERS,MUST PROPERLY CLOSE ALL W AND11+D ,AREA 4, HV WINDOW at C ONLY ONLY AND D ENGAGE OR LOCK ALL W AND HO LOCKS. _ i 20 It.SHUTTER MANUFACTURERS"Ala SHALL BE LDOA w ITED ON A READILY VISIBLE tOfAIM AT ACCORDM SPURS ACCORDANCE WITH SECTION 17100.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEETPLACED FOR EVERY OPENING.URFID:G TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COME, I 12.OERDA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION WALL COMPLY YAM SPECS Oo"M N TH5 ORA%NG P.DS A4Y AND D ZONING REGULATORS PROVIDED BY THE JURISDICTION WHERE , PERMIT S APPLIED M. I 'm(e)TNS P.ED.PREPARED BY THIS ENGINEER S GENERIC AND DCIS NOT PROVIDE INFORLADON FOR A SITE SPECIFIC PROJECT;i.e.WHERE LLE SITE CONDITIONS DEVIATE FROM THE F.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SIUMTION,PURCENSE AVD INSTALLATION IIFCIUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THS P.EUD,PRWADED HE/SHE DOES NOT DEVATE FROMi THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON RUB DOCUMENT CONSTRUCTION SAFETY AT SITE S THE coinma SFE;RESPONSIMM. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALIERED BY ANY MFJN". (d)SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA F=13RED OPIUM OR AIRCHETECT WtD(XT WALL BECOME THE ENGINEER OF RECORD(EA.R.)FOR THE PROJECT AND WHO WILL BE , RESIIOtS18L.E FOR 151E PROPER USE D<THE PED.ENGpIEEA OF RECORD.ACTING AS A DElEG47ED ENGINEER TD LITE P.E.D.ENGINEER SHALL 508LOT TO THIS LATTER THE SNE SPECIFIC OPAWDlGS FOL: RENEW. FHp BUILDING �0 / yi (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SfGNAiUW OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. !1 FLORIDA BUILDING CODE`Non High ielOCit}+ NDrriCOne ZOne ` 4-%EA A. 2o1s EASTERN FaETA.suPPtr,wc. a P C - B RTHA Hr ""-� Accordion Shutter System '*..:. D. ' C O INC. A.&SA FLA, yyt W/DR W/0 HV.WW N BLADE j - Ammlean S6Hor SyErterns -GN Cox DA A11x er M3 : /,T' .7�.� TIWT TESTING&ENGINEERING COMPANY AssoclOtion, Inc. 1 I OLD 1t-192 14113 15 p•• OF.. 4xa NW.SIu.u.sB.3m.w®e.L tumors.BmuA.731 4268 WeS(FDod6 Drive 2 � =)- 1 mml S2X,.F.co l-1 1 West PGirn Beach,Ft 33407 5 DRAWING Na ( �tVQ'`���-` :MU iI. , 15-085 WALRA FLORIDAY N167 5 SHEET P.E.SEAL/Sif(W�FURE/DATE I I I it faf ,I t , )= I i I I j I r i E 1 I yf � • , YApl3 L 18' , 1.49 y q 2 185Y 1 1.999' � a , 1 HV0 SOLID GLAD3 HHY 90-1180- STARTER UNIVERSAL FLOATER a QUALIFIED(WR USE W/ COYcRc"0 UNDER US PATENT 6458L 75 QUALIFIED FOR USE V!/HV BtADET1 ®HV DIRECT MOUNT I HV @LADE ,1O HV WINDOW ILADE! 6005-T5 ALLOY AND TEMPER QUALIFlEq FUR USE Wj HV 6063-T6 ALLOY AND TEMPER 'SEE UAOTAMONS OF USE OF BLADE @ ON 5HEET IS GLADE Cid ,3r• e 6063-i6 ALLOY AN0 TEMPER 6063-T6 ALLOY AND TEN?ER ,,.-__3_213_x- 1_500' l � .724' "i--, 2w b]0' 3956' vr80 HV ADJ. ADAPTER 1 ( n b' gUAL(FlED FOR USE Wj FN i)i HV WALK-OVER TRACK @LLOY OUAUFIED FOR USE W/Hv 9 HV TRENCH TRACK 5s ,�• J B�jHV AOJ. FLOOR TRACK O QUALIFlED FOR USE W HV 6Q63-T6 ALLOY A,gry TEMPER BLADE V QUALIFIED FOR USE Yl/}N BLADE I / 6063-T6 ALLOY nt+0 TEMPER BLADE(1 ONLY. 1 HV RAINGUARD 60'63-T6 ALLOY AND TEMPER gUAUFIED FOR DE VI/W 6063-T6 ALLOY AND TEMPER YbA.1E5 t_9_;,_, M6' t.91s' o - t BLADE 1 VAR166 1.93fi' 6 063-T6 ALLOY A 0 TEMPER �!' 17-, .C83, 093. .09}.. .125• I{ ,.I, E —, • w,L .060' 6Y0 0.25_ .093'. SR 11 HV CEILING HEADER t 5 HV HEADER/SILL 13 ND CEILING HEADER/SILL L '29 Q UFIFD FOR USE W/HV @LADE 1 ONLY, QUAURED FOR USE W HV BLADE�I ONLY SEE SECTIONS FOR Yw0 6063-T6 ALLO�AND TEMPS QuwFlED FOR LIFE W/IN eLADEQ 14 HD WALL'HEADER/SILL SEE SEC71ONS FOR VAUDRY. OUAUFIEO FOR USE W/HV 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER yr CQMPONEHf A 0 TI i2 Y X T t 1 NN Y FOL I 2-11 2' X0,125' 1• €y V 2' S'14VL1 i/8' tf8' 10- 3'E I'3' 040' 2' 5•M4%.i 0.192' D.192' 1 SIDE ANGLES 20 CORNER POSTS OUAUFlfO FOR USE W/Hv ALUMINUM ANGLES C I 2.5' Y MU.0.190' 0.190' 3"UAUftFD FOR USE W/HV, BLADE(f� QUAUFTEO FO$US£w/w I BLADE y 606YT6 ALLOY ANO TEMPER BLADE(J ONLY. 0 i 2' S'MA7(.I 0.139' 0,7]1' 6063-T6 AUAY AND TEMPER 6Q63-T6 ALLOT AND TEMPER 1 i 1 FLOPJDA BUILDING CODE(lion Hifi Velocity Hurricane Zone 1 p.TILS u�",o 0 2015 EASTON METAL SUPPLY,NC. ENS�cTJ� '' BERTHA terHVT. S I L E C Q I N G A.S.S.A. Accordion Shutter System H.v.axE g1 w/(x w/o H.v.YANJOW ap6E *; �ll+Y ''r = TltiiT TESTING ENGINEERING COMPANY American Shtilter Sya4ms e,. STATE OF ;w s uv N9.36a u.a4 3m cwows, Am 331 AssxiOitgn, Inc. OLD 11-192 4/13/is 501E a/13/15 Pn66.:{3oslaTl-1550,c:(.7¢7a21-m1 4268 Weslroads Drive z '�i�t3�:•.,Ft.Wor:-.4 1-m® ��.wm West Polm 8oach,FL 33407 s DRAWING Na S% 4JAL��od° 15-085 eNIER A"jo b.PE 4 P.E.5�10.�felGNA1'�RE/DATE 0 20 FUJRCA U6.)—a� i b SH Er i i 1 {{I ii , J t r i i. I 7 i I i I i I ' 93 .743 - 45' 229' r•-- 'eJ31' j/ 1 4'-]3 i(1•-2il } 6iWE 92 FA'n r1 —J- WIN' rn£W^y i J ILUSVC O:M';L Bots PAI F .316.E..- .111' Lm.-CYIP!(P 8456 C11!NNA AAt m)(oanuE (aeev:Parol 21 BY CENTERMATE " fi ^r.. QUALIFIED FOR USE W/Nv BLADE O& ONLY FLOATING CEN E . "' �� V C HV EGRESS LOCK 6063-16 ALLOT AND TEMPER 4 ED FOR USE W/)rJ BLADE i & ON:Y ° 3-O�....! .fi7s` QUAUFlEb FqR USE W/NV QUA FED fOR USE W/NV 6065-76 ALLOY AND TEMPER C C BLAOEQ& ONLY. BLADEQ& QNLY. LIFIED FOR USE W/NV BLADE i ONLY z35'oa. 971' 6663-T6 ALLOY AND TEMPER -LASnc HEAD 1.5' 972'1 1.015' 14p:� 061 � � al aJ� I• I ]d0•A°)Ei RIV:iNG 1/4"P-20 x 3/4" a FaPE RNEr6NG S.S. THUMBSCREW 11-4"0-20 RIVN I e *sElU6 9U1 A;,UYIkIV(NIIi-TJ Al"WiGE"GE,1^N m WE, PAi2r+Ce2°.AS WWJFAGN6E0 BY AW"1 /'�' PLN1 rRMa aEYANON ,' HV "T" LOCK E L- 4566• _ _ 1 - 0—f TCI W,PA M"N.t✓�.RAtiT 07631 OR EOU& E1 jft FOR "T" LOCK CE TERMATC QUALIFIED FOR USE W/HV BLADE) ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK so dLl,OT AND TEMPER OUAUFlED FOR USE! 4VAUFSEO FO�USE W/t{Y QUALIFIED FOR USE W/HV BLADE 1OONLY QUALIFIED FOR USE W/FIV BLADE(ONLY ,� BLAOE(1,JONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AN TEMPER- YI/HV BLADE�GNLY. 3.161 h32 .211'• +� .O6Y- - a ( ,SJ. CYLINDER OR .214.214r kEY cn)N6:>3 • a .I n I 0.675`W, UA CENFO RROEAt y 1 NO L� ROD HD CENTERMATE m C 1 .� '°5 Q°a q ^,I 125'U.. 4UAUFlED FOR USE W/)f'/BLADE(!)&& QUALIFlEb FOR USE W/HV BLADE 1 &l'"J L� 6063-T6 ALLOY AND TEMPER V E T PS 6063-ib ALLOY AND TEMPER OOUUAUFIED FOR USE W!HV BLADE YM6E5,l2'NIR. AA 1 =s I Y-1° — 1150• 6065-i6 ALL ND TEMPER _ Be OOR1.INtlER *15 3] L 78'M° LOCKING RODA1/ie QUAUFlED FOR USE W/HV BLAO£7Q ,�� �375's AC ,,, ,,, HD LOCK 6063-T6 ALLOY AND TEMPER UO'HV 3/H"0-16 KETAL `!/HY.T/4" 0-20 AJS1 304, + 6Y REGOIT NdROwARE MOftRSE—1 5-E5 2373 HOOK DOLT LOCK. �' =/M)SFAL(ATiON WILL REQUIRE A 7/16'HOLE THUMBSCREWS SERIES S G THUMBSCREWSit QUAUFIED FOR USE W/W BLADE 1O&OA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FQR%WM!W#,LV BLADEQ QUAUFIED FOR USE W/)iV BLADE FLORIDA NUB CODE(Kon High Velocity Ftarricane tone J`"t�'✓ ..,J�� f 6 2015 EASTERN METAL SUPPLY.WG E A MVTW IL ECO 1x.., A.SOS■A', KV. Shutter System .BADE#1 W/OR W/O tLV.WHIN aADE American Shutter S stems •�S TILUF TESTING&ENGINEERING COMPANY Y °��'� m+rE cRN3TM Dr: ML s1,Y.3W,—curcita.Harm-AN / app.yeti a Assoel lan, Inc. 1 OLD 11-1sz 4 IJ 15 wtE a/13 s �' T•^ s�•-r Ph- {30!Relt-1x30.F°.:(,SDSp7n-IMI 4288 WeBRroads Drive z ,9:a�iaoaa.iNm West Palm Beach.FL 33407 DRAWING Na 5 07-6066719 15 TLDR -065 trNnrna)t7T1j5 -TER a t (.,$1 3 SHEET P.E.SEAL/SIGNATURE/DATE a 3 OF 20 I I I i !I 1 t I I i I r i i I ' I i I I , I SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/6�0I 1x-ulN.j cE ..ppass• 10 HV BLADE 1 41 4O I I I To 10EI .1575'R— ® EtAOE hY BLADE IA (I I I iw v°raarN .Dass' ® ISI `I aAots •x o?EM1N .tees' Y HV LONG RECESSED NYLON BUSHING 'll fl5vca.E� j .aazs�- iju MP7 I a.a625• ® HV SHORTRECESSED NYLON BUSHING 3B © FN NYLON HAT WASHER (D OR HV ® � c .I LnAr PoflnoN , pt! �' / 3750• . ® WHEEL CARRIAGE AISI 302-303 SERIES I I v, f µ ]50- •X 1 0.870'x3/16"TH'CK NYLON WHEEL3 I I N® ._L-F- 7/41`v• z uN.; Hv tnNeav 0.168"0 AISI 302 SERIES S.S.RIVETS - sEPMAnCNI( 01 3.25°°• gBLME ) .0625• 0624 © FIV 1 3/4"ACCORDION PIN Y7/$8 HEAD* EXTERIOR I °? s 3/\. s¢n�,r, ]w FiV 2 3/4'ACCORDION PIN W/(•8 HEAD* 1-- I� � +z t/4' '0N ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I r , i TYPICAL HV WINDOW BLADE AND a :— POLYCARBONATE HV WINDOW DETAIL �. -' it _ I @OR® I -4 or @ ® n.vs. ((SEE NOTE FOR j I• 1 REOUIREMENTSI �0R® I i I �! *PO___�$�RB_ONe�IIAPACT RFSISTAM HV WINDOW BAYER MAXROLON 3103 POLYCARBONATE i II I I RESINS,US. V— ABIUZED GRADE OR SABIC * do elNin? uE INNOVATIVE PLASTIC LEXAN 103 RESIN QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR !t j ! r� (SEE NOTE'F'ON SHEET 19). a I Ol OR® "Fill : Lam— _.— (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1Q OR I POLYCARBONATE SOURCES FOR 44 ® I EXTERIOR 1 HV®BLADE. TYPICAL SHUTTER ASSEMBLY i ,utas ntrozn� wo m °� N.T.S k ®OR%AT •mAr® m (2) HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT EXi oR OE's KNUCMI E > % EXTERIOR OOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1O aO.32C ENOIE•raRwkFBLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7, 3pEOUIREMENTS) stmtcN �u Dna 4wo°�y q�,..:. 1 itEntAR sntacx u]xtn Aux mss tP3m w:. tAto6 p..: (3) HV PIN®OR®W/ 1/2" O.D. 1/16'THICK S.S.WASHER O i j nmaN:mute: Am ono r:aam w` ssmo,,:. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I I 1101 S®aro ASN obs R-n/n n n-m/n SHEET QO I` III eas x x.: WHEEL CARRIAGE DETAILo�nro.c uA Tu oa''n a-I aAa N.Ts. - ASSEMBLY LAYOUT �� es,u mve :oa+ amr RSs. t4AIIAffiR Am ass labsE SR6MSN ISlai F+Ommt ASN N! 00]°aL ®lo P+L M HV BLADE SOLID & HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2a15 DV"mm uErAL sVPPLY.INC. a°`y�P�.• �lij%,, BERTHA HVTM S S A Accordion Shutter System HV .BLADE#1 W/CR W/D H.V.WINDOW BADE 3 �-'�� - TILLR TESTING&ENGINEERING COMPANY American Shutter Systems �,. otwumm wt[ atuan sr. u *; Association, Inc. t OLD 11-192 14113/1511-D 4/13/15 ATE OF 6sss:Ae.sw.st,s<ws.vam,,.rnaaAc nwa 3314 � PI,,,,.;L3w)s7t-tsTa•Fm;(sos)att-tsTt � 4268 Weslroads Drive. z DRAWING Na ,tT'si••.•ORI_' ` •-:,�� ]twt�� West Palm Reoch, FL 33407 5 g4,'r0••••••..G��\\``� wuTa+A.nun+..°.E a 15-085 ;NEN o FLOR� r,4162 SHEET P.E, yBkMRE/DATE 4 OF 201 I a of I � I I i I. I I. j I ' n41 *NOTES ON HV LOCKS AND CENTERMATES: 0.0�• I (#.�.,r v,Q O M/NDAIOR(CONOmON N�ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAR 0 j `13'^L7 OR 12 ABOVE OR BEl OYI 2 OF BEL ITER SPAN FOR DE OR UP SI 10O ,A FOR WSTA'0 ORS ANY ElEVA710N.HV LOCK L�or 2 MAY BE USED AS AN IAD S.S. OUTSIDE I LOCK,ATTACHED L�1'AS I CENTERNATL W/(Ta 1/ON.0 a 1/2'LONG FLAT HEAD S..M.S.LOCATION 0=LOCK SMALL 6E AS WOICATED ON TYPICAL SHUTTER ELEVATION. • I 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TND HV U" LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CEMERWATES OR®SWV.L BE PS R701CATED ON NOTE(I)MOVE LOG''IISSON OF LOCKS SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �— ) 3.OPTIONAL CONDITION 62 - 5 USED W/IWO H.V.LOCKS)•LOCKING'RODS ME NOT REQUIRED AT�URRICANE POSITION.BUT MAY A 5- o-00a Vj ,J� BE USED IF DESIRED TO ENHANCE SHUTTER PERFOD ONLY WHEN CE LOCKING RODS OR AN ALTERNATIVE DEVICE j MAY ALSO BE USED AT STACKING POSITION I(NON HURRICANE POSITION). 4.T,1N10ATIlM CONDITION i2Z ONE HV LOCK SMALL BE USED AT CORNER CENTERMATES FOR ANY SPAN DF AND INSTALLATIONS AT ANY ELEVATION.HV LOCK .SHALL BE USED AS AN OUTSIDEc OR INSIDE LOCK. .i6 1 ATTACHED TO CORNER CENIERMATE W/(2)'1/4 0-20 x 1/2•LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS .@ 'a _ I AT TOP&BO ON SHAL BE USED.LOCATION OF LOCK SFI ILL BE M INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SWI.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I� BisT�I A=5 S. AITOMATE TO MANDATORY rQ11DITION fl VAIID ONLY 3 �'9 gEyE9 FIE ONE ALTERNATE FN LOCK NAY BE US®N UEU DF HV LOCK a FOR ANY SPAN AND if $= $ zY� INSf BONS AT ANY ELEVATION.AL ERNATE LOCK MAY BE USED 15 AN SIDE OR OUTSDE LOCK.An j A � OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MME VI/1/4'0-20.3/4'ALUM. m RIVNUr AS SHOWN ON SECTION HIE,SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SMUnER SPAN OR TWO Co b I C,�s LOCKS AT 1/3 OF SHUTTER SPAN. I ^� I. MAHfNTORV CONDOION{t FOR KEYSTONF MOLOOING N-TAIATIQHS, ONE HV LOCK @ or @.,®SHALL BE USED AT 1/2 OF SHVfiFR SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP __I TO 966,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or @ or @ WAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 6 or®SYMMETRICAL CENTERMATES W/(2)1/4'-20.1/2'LONG FLAT HEAD S.S. SEE END-J MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHITTIER ELEVATION.USE OF LOCKING RODS®W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON [ N I L u P 0 V SHEETS 10 a ' IS TYP.FULL Ic " L =NOTES ON HV "T" LOCKS AND CENTERMATES: HEIS' —`'3 1 OF CORNER 1.SFNYL"D�TE�SE 10 ILLurvR),'�f.�"`^'^N+i WLIT]OXY FOR IN'I"LOdr®.AND ffNTQ0UTF5 0/N0 - CEMERNATE ONE PLTERNATE FIV T LOCK QD MAY BE INSTALLID'IN UEU OF IN LOCKS®OR®TOR ANY SPAN AND {� (R� rl, `t I SULCATION AT ANY ELEVATION.AL TE LOCK® Y,BE USED/5 AN INSIDE OR OUISIGE LOCK.ATTACHMENT Via`-"°'C• 7OavaV �3 a T OF LOCK®INCLUDES USMG REINFORCING LACKER Wj,AS SHOWN ON SECTION FiVC•SHEET 9,WHICH MUSE BE 10•�a�• a 1�•N.:J a -I CONNECTED TO CLTIIETLAUTES®AND®W/1/470-20 1 1/2'LONG S.S.THREADED BOLT W/7/Bb s 3/32• WINGNUT OR W/1/4'0-20.1'SS.M.S.INTO A 1/4'0.5/B RNNUr.LOCK MAY BE INSTALLED AT MIOSPAN OR 12' •7�,r� rr7�� YA7aMUN ABOVE AND BELOW MIDSPAN.USE DF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 0•R.Ja •©a'V•®a 08•©a�8`•�j3aL8•fsaL�•�g •NOT S 0 DLO S & CE T !W: LES: 1.tF111QG :ONE ALTERNATE HD LOCK IL MAYBE USED N LIEU OF TYPICAL'D HV BLADE SHUTTER ELEVATION_ W LDa� OR FOR ANY SPAN AND IN XLAMONS AT ANY ELEVATION.'LTETWATE F0 WaX®MAY BE USED N.T.S. AS AN INSIDE OR LOCK.ATTACHMENT,OF m LOCK 10 E�IS W/3 J9,3/8'F.H.SS.MS.•AND INCLUDES REINiORCEMENi INAS SHOWN ON SECTIONS HOB- AND OC-HVC,SHEET 10.IDCK N11Y BE INSTALLED AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE WDSPAN.USE,OF LDCKING RODS®IS COVPLETELY OPDOWL FLORIDA BUI COD ( on High Velocity Hurricane Zarje O 2015 EASTERN METAL SUPPLY.M. BERTHA HVTM IL EC O E(Na. A■�7■S■A■ Accordion Shutter System HV.RADE#1 W/LR W/O H.V.WINM 9AM American Shutter Systems arscxmnw rw,L woWN B,: Hr_ [ nLLR TESTING&ENGINEERING COMPANY .b'•. STATE OF —=. -31..m.Vm-..A 1PNmos.RnNmA vl Assoclatton. Inc. I OLD 11-192 y13/15— 4/13/15 �,•. k' pnme:I.t5-T1-ISTo.F. (3n1)eT1-Im1 4268 Westroads Drive x DRAWING No ��p`� ,-m s'It-oe—o- West Palm Beach.FL 33407 3 ss/ONAL EAG WK FA®"TLLRiJ.PE 4 15-085 N/ 11• ttoalOA W.i Nle] 3 SHEET P.E. SEACf51OWIIURE/DATE 6 5 OF 20 i 1 i I I� I I 7 I I I i I 1 ONLRETE ANCHORS POURED CDNCRtT_ POURED OR CONCRETE BLOCK CONCRETE I (S E.SCHEDULE OV REOJIRED I /4'-2N3i t•c.5. C�R STETS(1]) CONCRETE ANCHORS NAEP'-NE REQUIRED I (SEE SCHEDULE ON I W/1/4•-20 RcOUIREO CONCRETE ANCE.RS 17 16 ftfl ( NOAv^.Nc®w 9LL? >) SHEET 13) (NUTS O Iz'O.G --- (SEE SCHEDULE ON SHEET 13) 1• j / - 1 ,. rmn.j 1/4.0-20v3/4•S.S. W.^' 3°RC Q T Eo- I'M"1I4C IO NGS / __- 19 �Q -c I 2. f--- I O 12.O.C. ' E I r /2• I -.250'Na:. I _ 13 OR 5 3 as IS _✓I '-- T mow'vc.. °` - " I I .2sc• 1ba L: 1 E OPnC1O'l I T • `--OPnONA:. Son w MR.SEPARA;DN TO GLASS 1 �o I COR® /1 �s,—(SEE s:xEtlUL ON SHEET 1GLA ,) Exsnxc lvus¢A 19 MIN.sEPAPAnav To cuss �l 41455` (SEE SCHEWS ON SHEET 11) ------- 1 ____ � �HV WALL HEADER INSTALLATION cuss--� I I)- OA HV WALL HEADER INSTALLATION - -- C HV WALL HEADER INSTALLATION + KEYSTONE NLN.SCHEDULE O TO SHEET I (-� (��A�� --(SEE sCIIEDUIE ON SHEEP 11)—� 1 ro (gF I -COR'4� ` NRI.sEPARAnQN TO GLASS -- GLASS . -(SEE SG(EDIRE ON SHEET 11) Ia la rtw tuuY:: WWW I ; Ole f9 " MsONG __I �-OPIIONL_ .A ` CLASS � � E _ 61m. 1/t•Nay. _ f CPTIDNAL. i i i I I I-� T E.0. I I I I i I /2• _�_ 1 19 Vj' I 13 oa 1© I i l• -'--- 2 R 14 L. .- -- ' ' 1/t•e-2m3/4•ss. I uin EQ E0� PH ;J TRU55 HEAD \ I 1/4'a-20z3/4•SS.PH1113 I �___ 1 NPLHINE SCREWS USING I CONCRETE ANCHORS k_.TR11SS"HEAD W,CWNE SCREWS -� - -CONCRETE ANCHORS � --1 16 - +1• I 1/4•-20 NUTS O 12'O.C. E �-(SEE SCHEDULE ON Pl/1/1•-20 LMS O 12•°.G (SEE SCHEDULE ON SHEET 13) ^Nin. POURED CONCRETE SHEET 1}) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK /- (rgNCRETE ANCHORS REWIRED WALL RMURED Op HV WALL SILL INSTALLATION / (SEE SC14) ON O FIV WALL SILL INSTALLATION POURED CONatEIE_ SNEEf 14) OR CONCRETE BLOCK WGA RE0"E° Q HV WALL SILL INSTALLATION N,P TOR°DN&MANN QE BECilDN3: INSTALLATION DETAILS W/ 1-SEE SHEET 4 TDR MC&SHUTTER r E 0.=EDGE DISTANCE � ♦SEE DYRAIONS OF USE MR 0 HV BLADE ASSEMBLY SEE SPECJFlGDONB ON SHEET 1] 2-YWMINC SECTIONS CAN ERE COMBINED ( ) BADE®ON SHEET 19 IW ANY WAY TO SUR ANY 015TAilADON. 1111 1 11 7 11 I .I FLOWDA BI1flDING CODE(Non High Velocity Hurricane Zone q 0 2015 EASTERN METAL SUPPLY,INC. \CENSE(':�9�'' E)lCC BERTH Shutter System IL E " CO tN�. A.S.S.A. *. Hv.aADE o1 di OR w/o Hv vnwon)viE American Shutter Systems n. uwAPnw GATE G...W eT: LL TILLR TESTING k ENGINEERING COMPANY AsseaiattOn, Inc. I OLD 11-192 7�6 4/13/15 ••' ° `'"6Vi""s�''41'1"'u •nGAGA y1 4268 Westro°ds Drive z 1'Aonr: 871 1—.rm:(303)871-1331 G No .............. ` .-®-4u.�oora<m� West PQIm BeOch, FL 33407 3 -085 �A/7s�ONALIE SVNN4 .ALTER AA1iT a N,I.E. s P P.E.SEAL��I�4JATURE/DATE I e OF 20 I' a i, A J I I i I POURED _CONCRETE ANCHORS /. CONCRETE ; (SEE SMmULE ON SHEET 1]) ' m 0�.9 V DR i l7'♦ pp.1.RNC ' t ID�GA55 ' t RrEWREG EDGE Or £Wt,IX .9JRm Dk DLASS-•} m:mamu 1 sAa IF `Tsx so�ccut} R ° ASVC40L Ex75nNG @"�' r ' 9 / GIA�S iN `mow i Ai ANON 1 ',R I Exrm'K �J IAGTICN 1 jiLY3f4'NIX WASHES NFXS (F i 7 i l ER t 3 OR 1$ J/B Nm. mC SCREWS a 12"O.0 ? / EDGE OF CONCRETE ANCHORS S I / IF (SEE 500yD ,ON SHEET is} J APPUG3LE E CSASS ._EDGE OF GLASS---� S�T.aEB IGF_~ t 2 I SD3 IF m NPUGViL .O: /., t>xE LY 1 t,PPUCI.tE tU 1 E POURED �1 POURED'y MT VVD 004CREIE ANCHORS mlt} R,a�+IA {� vnvfl£o LL CONCREtE_� 1 --E D•-—. CONCRETE (ME SLHED'RE CV SHEET 14) yEET I l OR,17'♦CONCRETE P.EOUIRE LMT HEAD CONCRETE AK.'io'S RE"ZO i S/b�@e Qy t —r P.EQVIFlnJ --•—E.0•-- _—E 0.•--� (SIZE SCHEDULE CW SREETI 14) S 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO+70.-75 PSF ASD. t HV FLOOR INSTALLATION # J HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE fa SNEEr Al i CONCRE E ANCHORS I •J "ail u.atsi -(SEE SCNEDNE ON- rwQ ._.-v SHEET/5) flvIXIS C u N..- Ex511NG _. - '— iawrI1/4' I _/4 rr,C(H?.)(9E nWtE tt La.s/4"x 'T sja`SEMi 1 (I4•a/4' NIX HEAD / •• _._!!I fl 1 B ' L I tl 12 O.C. TEC SCRE`AS O 4"O.C. g Y' !'•":; OR 1/4%-20 S.S.M.S. LONCR--TE AN'CxCRS °. �/ 6 r', tli 9/Oi"CS.D.S. / - __ t i 1 f I. '.-.•,•.�a' tlts-zD.tla's5 u5 (SEE SCHEDULE DN EI - 'IU i I•'•. : '.... O�x'tOJCs"•-zG fNrs SHEET 14) w EDGE OF (��® 1/YI ;t•.T.:,2.00"0IJIN. -t (0[miuTfi• SLAB F K.l% E. SAU 114.3/s'F.H!S.D.S. I Mttt D, ' 1 7 B' 1 7/8APPUCABIE r Pe1AiEo ' cD POURED CONCRETE-- (SEL RSO DULEE ONETE NOTE'](b) I .�.'_.�-L- ;. RECINiTP "SEE NOTE 1,3(b) .p. - DR CONCRELE BLOIX SHEET td) POURED CONCRETE OV 9tEEi .. !....... flEDUWm OR CONCRETE BLOCK oPcoN+L PQuxm REQUIRED OREYSTONE MOUNTING INSTALLATION REDU01m -RE D NY WALL FLOOR INSTALLATION O NV WALL WALK-OVER INSTALI 4TION, REOMFOPN SHDMt SPAN a'-a' (2)HV RAINGLIARD INSTALLATION t IM '''1105 INSg1UTgN SHALL BE ..'—'. ub1F FOR OMBIIIAaON OF c CIMI •E.0.a EDGE DGIANCE REIIOVIDLE 1YHEM PERFORMED AN 1-SEE SHEET 4 FOR TPICAL SHURER (SEE SFECInCAM1ftR ON S(EEt 13) OR ENIRAIICE OPERIBLE EAR ♦5�E AOttON5 U59 FDR ASSEUSLY �__�,� INSTALLATION DETAILS W,j 1) HV BLADE 2-MOLFMING SECTIONS CAN BE COMBINED ...—."—".!•- IN rNr WAY To SW ANY VEFAUAROK, FLORIDA B11 WG CODE(Non High Velocity Hurricane Ione 0 2015 Eksmm METAL'SUPPLY,INC. \CENge-.. as, l BERTHA HVTM i�c o,N�. A.S.S.A. Accordion Shutter System an' Irv.eJwE#1 W/OR W/0 I+v.IMNIW EVADE TIU3T TESTING&ENGINEERING COMPANY American Shtdbr Systems ,. -n Awn x,; M� TATE OF w Kx.Jcm.a.se.sos.w®a,wmors.H,oea.all 268AssWeafiont Inc. 1 an i1-Tsz 4fishs wTE: straps 7j F Tom•:(wsve7l-Esso. F. (ws)ert-Ivl 4268 Westroads Drive s DRAWING No .("••. \ ¢rtewQ•oxaom West Palm Beoch,FL 33407 a TUU,1 15-085 'l+A'%,stsrlON F4 E �'N WALIOt A TUR Jr,PE 4 I P.E. 11 40-N ngPm`Lq./4+ts7 I e SHEET OF 20 i Y c i I i I I I ,j SEE END WALL CONN 0 is lours(b o, Dff our IN �[XSTINGGV55 a�D INSTALLATIONS W/ 1 HV **Avoru vl'L= CH 9�EET6 e soot oEut N-4 vu;o BLADE W HV CENTERMATES C Qe—kaNEo OR SEE FUD WALL CONNECTION 1o•QSa©.®"©•®G Ewmvc cuss DETAILS ON SHEETS 10 & 18 1 _ __-------------- --j---------------------- --T i ze:IB•s'-r I Q•Qa Q•Q�19•Q \' 7- 6 1/2• .__.—�— 7- ---I (bass-re/DaO a", r OPPOSING 1 SYMMETRYCAL I A p/(2)1/{Y TA�CeN 1/z- CENTERMATES I CENTERMATES I M.SARA310N CNIXS TO CDNainE (<)i,a,1/z•su m rWue�-�� ,1- soc.rsms.eNcirt. I I W/ HV L°— CK or 1 W/ HV LOCK or To cuss 1 AT FACH RNgE(,TP) I /I I I * I (SEE SCHEDULE I 5 / I®a * 35 i ` 3�7 ON sH Er„) I N ------ r -- — --- 44-94 i .5 1- 2• ID 3 .POURED CONCREr OR HVA " HVB �„®a© OuOa 10 ®°• E>amNG DHVC CONCRErE Ela«WALL © O ©m© O ��� ------ -- '°•®'"©.p�Q.©'— r RED ro SYMMETRICAL .6 4j) O•®°" ur1.sEP,w,\noN � Cuss R.®9Q•Q O \ vl( 1 CENTERMATES j CIS f--© ©w I®•Qom'®•®9 (SEE sCHEOUIE l�/1 3"19• 5 ;`E>amN m suss DLnss W HV LOC 6 DPTIONPL ON SHEET 11 NIN.sFPNRAnoN .— ro cuss (sEE SCHEDULE FIN] ON SHEET II) =OUT- TCONCRETE —! 1 I RNCHORS a - 1 3 VMIEs 3 V* ® oUT 6 1/r W.9(PLK OUT ` (ExrROR) HVE HVF** HVD FLORIDA'BUILDING CODE(HDn High Velocity Hurricane Zane \\\\\II,11111111111II ®2015 FASIM UU&SUPPLY,eU. il((jT�•., BERTHA HVTH Q CEN ASS A Accordion Shutter System dd 1 L ECO N c. . . . . KV.RADE#,W/DR W.0 H.V.W'INOW!BALE TICCIT TESTING&ENGINEERING COMPANY American Shutter Systems arsc,o„an anx owvm sr: WL .ai S7ATE OFa:= °"' "'�"- am•1d�'"aNaos ria"" Aas it {/n/Is o",E: ',/13/15',/13/15ssociation, Inc. , :tpt Plwn,:(xisle»-,sDo.F,v:(wsl6r,-,v, 4268 Westroads Drive z DRAWING No F, F 0H P••G���� -m i®uoag West Palm Beach, FL 33407 s -,o� 1D ,` 15-085 SS'••........ \\ WILTEA A TqL!J,. P.E.rNr%(�(yttiC112E/DATE RDPO'\D`►4416767 {a SH 8 OF 20 i i I I i 1 ,i ALTERNATE INSTALLATION W/HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 & i LOCKERS at /M1 HV BLADE SEE ENO CONNECnON DETAILS ON SHEETS 10&18 INSTALLATION C1� HV BLADE OUT IN ^�°�'was W/ HD CENTERMATES eiocOsua o".n.Ins.r:orwrm w s+�a. ' I ®�®�©•O O='�•®" ��a�>S.L DaURF a„«®vR,,.la,r�a, j 7 w B 1 w aos 5 2E1,aur EE USm c:H TS.nat. O®'©•may©'©O1 umralmw vcrae xA svn+w nE END I SHEETS GON 10 AON—.1 L10• ,ilii'' i nETAIL ON SHEEI$10 k 7e I .•.ate, a s i —_ L_—__ .-E��•»�mvl I ac rvu Ea1PR. s a 5 3 30 HV,.T.. LOCK(INSIDE) -- ._- (D -------- -- � I 5 v 28 29 1 CR- a ua• � ® 3 OUT 31 oa� 3 31. 31 oa� 31 oS® s 3 s *SEE xan:¢rw,x aoa 2 .1/4" 0-20 x , 1/2" $.S.M.S. (omaua! ®• s © W/7/8"0 x 3/32"WINGNUT. (waa+W HOB—HVB OUT NP�HYC T•LOIX,ON SIFEI 5. ©0 HV"T" LOCK(OUTSIDE)-' 2 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTER MA ES HVG* ® W/CSd� LOCK(EXTERW/Lia LOCK (INTERIOR) t�1...,aa,"Aa, A N 515.1 i".vx.mnm d - ©'�•®�©•Q•®L 8' --------- -0 #se amn w Ixima,cm®s,m®ama w owl a 1 `-'t!� � tt vavaa:avree a.cepvom�,�-,m a wn rw wa mvouars.Awm.rm a.�EO HDD—HVDtt FLOATING STACK I FLORIDA-BUILDING CODE(Non High Velocity Hurricane Zone 9 2015 VSI0a/NETAL%1 Y,P.C. ;P BERTHA HV. I L E C 0.... A■S■$.A'■ Accordion Shutter System _ HV.RADE 51 W/Q(W/0 H.V.WINDOW EiOiE Amer,ean Shutter Sysfams TILDT TESTING&ENGINEERING COMPANY 4'• TATE OF :a:a beoola,lon. Ine. 1 OLD 1 t-1sx yts/1s oAle 4/13/15 9=, r a sm lu.xm,.s.w e.wm r+>am.s.nnlma av ��a- PMne:(sos)e71-1530.rm:(305NS71-1sa1 4268 Westroads rive a DRAWING No v-is unRvaaa.vr, West Palm Deach, FL 33407 5-085 �`. _ Mg 4 M.wr..R s SHEEP P.E. SFS f SIGNATURE/DATE a Y OF 20 I ' i I ,I I I 1 I° I I , I, i I I PORED CONCRETE OVREO CONCReZE T POURED CONCRETE OR CONCRETE POURED CONCRETE OR I/ \- CONCRETE __ __— OR CONCRETE _ CONCRETE BLOCK WALL BLOCK REQUIRED(((y-��� BLOCK 1YALL.REOUPEO �- BLOCK WAIL REOUREp REOUREO BLOCK W�EKISIING CLl4( ; �EX STNG GLASS / CONCiZ'TE ANCHOn--/ E]GSTMG CLASS 7 2•Y'Y IXSTNC'OrLDS 16, SEPe `UON -5 r— TO D""($ EBL 5 I 6Gl 4➢A�lulQ! SCHEDULE ON 4E-AT Yb1 Su 4+Wia! ro IxJJs(sLE EO 1 EO TO MASS(SEE Il(RN t9ACE®ANO / SCEF➢UE W 9:FEf I S6FIx.1E rN(61>=T �,E ON BEET 1/16'.3-MAX?1/2 CI BEET 19 EaR ;I TDR E ONADE ET 11 iDR 9NJE®Na (fi063-T6)COM. eNIES0&Q AND 11 TCN eNEOANO ON SEAT 19 IGt NUN.1 O N'. W SFEET 79 iCi I/2' CI 9EET 19 FOO IL TEE AT V / \ eocfs0&!® OSIDE I 9IrE5Q&® PRATE.(LOCATE06) AT EITHER 40E •.OSE 1.OP.2•N0x1/2'SAs (AS APPLTCAE[E)A2.1/5•.O'-2• I6'O.C. NUVIRUV CUP ANGLEB 16.O.C: 6063�T6 AL01�AT IJIOHflGHr t1;+10.1/2•S.M.S.Top& WALL Ae TAPWNS ANCHOOCATE s ro WNL AT 1'O.C.(LOCATE AT rj I SEE ETAL x no I OR EITHER SUE OF(D) I OR& 510E COVNECf10N I OR®• I SEE DETAIL X FOR l 1 OR®' TO TRACKS 1 SEE O•_LVL x FOR, 4 SNE CONNECTION ®'©•QT^e •®' f®'®^©.OT.Q6 e•Qo•®' ®®u®a 6 7^0��•®^ TO TRACKS 6.7^e^10•®^ I 1 •®^®•�©•©^ j 4OE r7oECTITACKS a END CONNECTION DETAIL 3 END CONNECTION IQMLL END CONNECTION DETAIL 01 END CONNECTION DETAILq) i REOLARED ON_Y POR SPANS GREATER I IV-0- POURED CONCRETE OR pI15TI1C ' �E70511NG GLASS B Ifi C. REQUIRED ���� L--- `-' CONCRETE BLOCK WNL GLASS1&L SEPARATION8'a 1!/x•s.u. ——- - '-- -- rocas SEE Y ' a =----__ @OR s3iCULAUE ON IT FOR GLACE CONCRETE I/2•TIN. SOIDLILE ON SHEET To C�(ax >Y / OR®OR ON 91M 19 FOR ANCHOR 11 1 9.E® - -- -_ - I OR ORI OR I EC-ONCRE-r . rJ fiN6Til&Q I ______ OR©OR I p L_____6•.G - 1/2'N:N. 4 EO - --- �OR®Ofl�Ofl 2.111ry, 2•WIN. i ♦SEE G&'.'NNS OF Is iOR VIEW Y 5 _ — eAOE®ON SHEEP 19 @O®Oft�Oft�Ofl� �- 1 OR&N. PLAN DETAIL X L POURED CONCRETE OR I oR�' ® ®'©Ota�'..O'�®' "®�®. ®®^ END INSTALLATION CONCRETE BLOCK YLUL ®� L�'©•®^ REQUIRED ©•07•®'©•TO•®^ (1 HV BLADE OR HV WINDOW BLADE INTO ®.®^®.®,.p.®v �.®^®•®�®•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILSO END CONNECTION DETAIL© '®® FLORIDA BUILDING GODE(Hon High Velocity Hurricane Zone N.TI((%A' ®2015 FAST FETAL SUPPLY.INC. .........•'.lam'% I BERTHA HVTu 3> \GENS '•.9''� IL E C O 1Na. A.S■$.A'■ Accordion Shutter System tLv.MADE y1 W/OR W/G Itv.WMM B(AIX American Shutter SystemsPaa®noK DArz alsaN m: 1aL c PLOT TESTING&ENGINEERING COMPANY A soclatlon. Inc. V5' OLD 11-192 E/13/IS 0A1E 4/t3//5 y;. STATE OF :C s n N..can s.s xs.YN1-cNmac 1-IM v1 �' 1'Mna:(345)871-1530.Fm:(3os)en-1n1 4268 Westroads Drive DRAWING No ,e'•., ORI �� -,s,a:uvema _ West Palm Beach, FL 33407 'FSS/ONALE�G:'�```` WA3m®A 14Lf1Jr.PE 15-085 P.E.r�S'Ii-1;1VA�l1RE/DATE EIDRaA t:c I HIM] SHEET OF 20 I' I I I i I I , I I I SCHEDULE 01 SCHEDULE Y2 SCHEDULE&3 MAXIMUM SHUTTER SPAN 'L+'OR-L-' MAXIMUM SHUTTER SPAN*'L+' IMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ C OR'L-'(n.)FOR R'L-'(ftJ INSTALLATIONS INSINUATION ATION IEGEND I `NOTES: CENTERMATES.®&®or pr INSTALLATIONS Y(/ W SYMMETRICAL CENTERA CONCRETE& Y(00D (1)L+:IANOMUM ALLOWABLE SPAN FOR A GIVEN O ONE H.V.LOCK or qOC or &�W/ONE hV LOCKS ALW50RY POSIINE A.S.D.DESIGN PRESSURE EATING. HD LOCK®W/NO LOCKIIJG RODS a ONE HV LOCK r® L-:MAX ALLOWABLE SPAN FOR A GIVEN NEGITNE CENTERkI9_ ®&@ W/ONE HV T' W/NO LOCKING RODS® OR W I NO LOCKING WALL A.9,C,D,E, M,N,0,P.0, A.S.D.DESIGN PRESSURE RATING. ODS MOUNTING F.K&L I R.S,&V. LOCK®W/IY(0 LOCKING RODS®TOP& (SEE NOTES t,tt) BOTTOM SEE NOTES .tt CaxID FOR MO'JNTNCQ PROCEDURE TDETRMMNE MAXIMUM SPAN FOR /� SHEET 7) FLOOR/CEILING G,H, T.U.W X Y/I,IiWA ( ,J & LL MOUNTINGS(70P/BOTTOM)OR FLOOR/CEILING: CONCRETE t WOOD INSTAUATV ONS CONCRETE h YIa00 MOUNTING CONCRETE &M I GNEN A POSTTINE A.S.D.DESIGN PRESSURE RATING. ofLsla o;p'yFy .INST n 5 r- To_ INSTALLATIONS DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE R1E ux[ YIALL NWt(fPiC iLMOUPIT LLNC W.NL x00NhYG 17-F) PAnm MWNIING k FuoR/Cot91G uWxpxa I GNEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. u �G �a DETERMINE MAXIMUM SPAN'L'FROM SCHEDULE. L.W L-W L I LN L-(N L 1(N i-(NIf(U L-(N 0 MAXo.IUM SHUTTER SPAN i+'OR'L-' - FOR MSRUATIONS INTO WOOD SHALL BE UMFrEO TO FINAL MNOMUM ALLOWABLE SPAN 15 EQUAL TO THE 30 OR LES 16'-0' 16'-0' 16'-0• i6'-0' }0 F14- 16'-0' i6'-0• i6'-0' 105 psf.A5.0.DESIGN PRESSURE RATING. MRINJIM DETERMINED AN BETW_EN'L AND'L 35 14'-lo• la'-10• 15'-2' I6'-0' 35 14'-10• 15'-2• I6'-lo- 40 13'-lo• IS=10' 14'-1_ 15'-2' M1O I3'-10' I4'-2' 15'-2' (3)PROCEDURE TO DETRMNIE MAXIMUM SPAN FOR 45 13'-1' 13'-1' iT-4• 14•-3' 4513'-1' 1}•_4' 14'-3' t HV CORNER CEN(ERWTE/7 VAY BE USED AT AL. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' L2'-5- I2'-8' 13-]' S0 12'-5' 12•-3' 13'-1' MOUNIWG INSTALLATIONS.LOCKING'SPEtlnGTION9 1 YI/R00R/COLING MOU,VTII7GS: I 55 11•-10' 11'-10• 12'-I' 12'-11' S5 •- �IV-10• 55 I1'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GWEN POSMVE AS.O.DES'N PRESSURE II'-4'- 11'-4" I1'-7' 12'-4' 60_ _ 11'-4' 60 10'-2' 10'-11• NOTE I5,SHEET 5. IRATING:6510•-10• Hr'ic• 11'-1' I1'-11• 65 ' 10'-10' 659-5' 10'-1' DETE MAX.4+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-fi' 10'-9• I I•-5' 70 10'-6• 70 8'-9' 9-4' L2+�MIAIL SPAN FOO FLOOR/CENNC MOUNTING 75 10'-1• 10'-1• 10•-4• 11•-1" 75 10-i' 1 75 B-9• tt EXCEPT THAT MAXIMUM SURER S-AY'L+'ORI INSTALNTONS. 80 9'-10' 9'-10' I6'-0' 10'-9' 80 _9=1 C' 9•-10' -L-•AND MAXIMUM ASO.OESNG PRESSURE RATING'FOR FOR A GNEN NECATNE AS.D.DESIGN PRESSURE. 85 9'-e' 9'-6' 9'-9'_ 10'-5- 85 9'-6' V-6, INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK, RATING: 90 9'-3• 9•-3• 9'-5• 10'-1' _BO - 9_]•__ S. SWJl BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0' B'-9• 9'-2'_ 9'-10' _ 95 9'-0' __6'-9' 1-CONNECTIONS TO KEYSTONE MOUNTING I. MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 V-9• e'-4' 9'-0' 9'-7• _ 100 8--9• 8'-4• LimMOOED i0+6<,-]2 p.s.l.AND B'-0'SPAN,iSEE V MAX,SPAN IGEN FIDOR/COLING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. _105 V-7' T-11' 9'-9' 9'-4' 105 _ _ V7' 7'-f l' 110 11'-4• 7--Yr7-20 9'-2• 110 B'-4' 7•-7• ,I FINAL MAXIMUM ALLOWAB E SPAN 1S EQUAL TO THE 115B'-r T-3• W-n' 115 a•-s= 7'-3 SEPARATION TO GLASS SCHEDULE uR1MRa eErwEDJ t1+:tl«: LI- PND 12- 120 B'-0' 6'-11' B-9120 B'-0' 6'-il_ (4)CO 70 ANCHOR SLHIDVF WTIN FWPL MAXIMUM 125 7'-10' 6'-8• V-5• 125 7•-IO' V-8' ALLOWABLE SPAN MO NEGATNE AS.D.DESIGN PRESSURE RATING TO OETERM'NE MAXIMUM ANCHOR 130 T-B• 6•-s• B'-r 130 -B V-5' WIND ZONEMINIMUM SPACING. 135 T-T V-2• �•-9• 1357F-0• fi-2SEPA�TION 140 ]'-5' S'-11 ]'-fi" 140 7_-5-s•_ s-,1• ASTM E-1996145 7'-3• V-9• 7'-3' 145 T-3• s•-0• TO GLASS'150 7-2' 5•-7• T-D' 150 7_2' V-7' 1155 7'-0" 5'-s' 6'-9' 155 _ 7•-0• s•-5• 1 THRU 3 1" 160_ 5'-11' V-2• 7'-1' 6•-7r 160 6'-11' 5'-21 165 6'-10' 5'-1• 7'-0• 6'-4• 165 V-10• 5•-1' 170 6•-9' 4•-11• 6'-II' 6'-2• 170 W-9• 4'-11' 175 6•-7• V96 6'-9' 60-0• -7 1 4'-9' 180 6'-6• 40-86 6'-8• 50-10• 180 6'-6' 4'-8' H V BLADE 185 6'-5' V-6• V-7' S•-8' 185 6'-5• 4'-6' 190 6'-4' V-5' 6--: 5'-6• 190 195 6'-3' 4'-3• 5'-5' S'-5• 195 6'-S• 4'-3- 200 fi'-2' 4'-2' 6'-4• 5•-3' 200 6'-2• 4•-2 205 6'-1• 4'-1• 6•-S' S'-1' 205 fi'-1• a'-1• I FLORIDA BLIUNG CGDE(Non High Velocity Hurricane Zane ®2015 EASTERN METAL SUPPLY,IHC. ,.N`"°aDTI�" BERTHA HV,M E�....T I T �L Eco1.1. 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(SEE BduwD2s 4 4 D H aV SHEETS 8 e:7) 1.AN^ORS TO SUBSTRATE SNAIL BE AS FOLLOWS: FaReD DaLtETF/WI�E®Dtx TOM CONCRETE (A) TO OWNS POURED CONCRETE:(M YR:-3 WO I ILVOAN OE WALL SILL MOUNTING ©CDUNG MOUNTING OH FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WTM AOVANCEO THRFADFORN TEC NOLOCY ANCHORS,AS WNUFADNRE D BY LT.W.BIR,LEJL(IDR.rc=J kN7 5Pµ ?N.yORe SP rl g FGFWO -1/4.0 t 3/4'ALL POINTS 50110-SET MCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT h SPECIALTY COLIPANY.(Min.rc=3 kL) (H0 -I4)aaE P.RE39fE R.B.wl Ot90112G@lE HRWE PANHO -1/4.0 BLUE TM CONCRETE ANGORS W/CAP AS LUNUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(IRR fc-2 km) 10 W W 17510 120 IW 205 JO w W 75 W 120 1W 20.5]0 10 W 75 90 1201W 205 TA'W N7 DR -1/4'0 TAPPat+ANCHORS AS WMIIFAMTE D BY POWER FASTENERS.INC..MD DISTRIBUTED BY ALL PONS SCREW.BOLT 6:SPECIALTY 30 40 W e 0 e s 11 W ,1 I. B B e s e W 12 W e e TPPWN WITH ADVANCED COWANYOR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER Sra'1EMS ASSOCNDON. I. MRFADFORN TECNOLOGY 3 Lv') 3-0• t4 11 10 8 8 B 8 8 11 13 10 9 0 8 0 6 14 12 f0 9 0 B 6 6 ALL POINTS SOU)-SET OR 14 12 10 9. 0 8 8 6 14 12 10 9 8 B 8 B 14 12 10 9 B B 5 NOTE: 14 It TO B B e e ] 14 13 10 s 0 B 6 6 14 13 10 9 8 0 a 6 SUE TIP W/CM AI)1@.:MUM EMBEDMENT INTO POURED CONCRET OF TAPCON OR TA�CON WOH ADVANCE)THREADMIGI TEP U=ANCHORS AND T'PPER+ 14 12 10 8 B ) 55 15 14 13 10 9 8 0 e B 14 13 10 9 e a 6 5 TAPPER+ ANCHORS IS 1 3/1•.AND FOR BLUE TAP P//CAP ANCHORS IS 1 1/2•. 4•-0• T4 lT TO 9 8 5 6 B 14 13 10 9 -L. e 6 6 14 12 TO 9 0 B 9 55 14 11 10 9 B 8 II 4 14 12 10 9 5 e e {S 14 12 111 9 0 0 4 1S A2)NWMUM EDBEDMENT OF 1/4.0 x 3/4•ALL POINTS'SOLID-SET AVCHORS SHIM.BE]/B•FT0 ME POURED CONCRETE NO EMBEDNTT 14 12 10 9 0 8 6 4.9 ,4 12 L. 9 8 e s 53 14 12 10 9 8 e 6 43 INTO STUCCO SHALL BE PEWNTM.1/4.0-20 SS.1RACKNE SCREW USED SPALL EE 1 I/2•LONG MNWUM SHOC'UD STUCCO DUST.MD 4 13 10 9 )3 53 J3 - 14 12 la B B 8 6 8 14 12 t0 9 e 7 55 ♦ :7,uv;�IIT-c EOR 1•MBIII.NN FOR WALLS WON NO STUCCO. 5'-0• 14 IL 10 9 0 0 6 6 14 12 10 B 0 9 6 SS 14 12 10 B 0 0 8 15 14 12 10 9 B ) 4 - 14 12 10 9 B 83 5 15 ,4. 12 10 B 65 5 JS J A3)IN CASE THAT PRECAST STONF•PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE E)GSnNG WALL OR FLOOR. 14 t2 10 9 8 TS 43 - 14 12 10 9 B 0 8 45 14 12 10 9 8 5 ♦.3 3.75 MCHORS SHALL BE LONG ENOUGH TO RFAH THE MAIN STRUCTURE BEHIND SAID WNL.FINISHES.AN'WRAGE SHALL BE AS INDICATED ON 4 ,2 85 1 13 65 a3 -I- 14 12 10 1 9 e )S 55 4 1412 t0 9 fi ♦.S L. NOTES Al)k A2)ABOVE.FDR w57NlATIOM1S ON VNYL SDING OR EFS Ill OR WITHOUT METAL STUDS CONSULT MIS ENGINEER FDR 6•-0• 14 ti 10 9 0 e 6 - 14 12 10 9 e 0 6 5 14 12 10 9 8 ISS'1 13 t.%WAl1ADCH INTO EFS WTM METAL STUDS SEE SHEET 2D. 14 11 f0 9 ]3 53 ] - 14 12 10 53 7 55 1 1]114 12 0 1.4 53 1 4 1 J - 14 I2 I B 1 5 - - T4 12 10 9 9 BS 1 5 M15114 12 10 ISS B I 5 17= (3) TO EXISnNG CONCRETE BLOCK(ASTM C-90) 14 li B 85 93 1 - - ,4 12 10 9 B .14.1- 14 12 10 S ] 5 JS 1 -1/4.0 TAPCON OR TAPCON WRIH ADVANCED IHNEADFORM;TECHNOLOGY ANCHORS.AS IINIUFACNRED BY LT.W.BULDEX. 7•-0• ,♦ 12 10 9 B B - - 14 I3 10 9 D ] 5 4 14 12 10 9 )S 53 4 J -1/4.0 x-3/4•ALL POINTS SOUR-SET'MCIIOn AS DISTRIBUTED W ALL POINTS SCREW.BOLT 8 SPECIALTY COMPANY. t4 IT 17 - es 1 - 14 ,2 9 )3 6 s5>s - T4 OS 1 33 45 35 - - -1/4.0 BLUETAP CONCRETE ANCHORS W/CM AS MWUFFDTNED BY 11DRICA FASTENERS O9ECr.INC. n 7 1 - - ,4 1210 9 )5 55 4 - 14 ,2 9 ) )3♦S - - -1/4•e TAPPER+ANCHORS AS kAWTACNBED SY POWDts FASTENERS,INC•MD DISMIBLRED BY AIL PO0N5 SCREW,ROLT k SPECV,LTY14 11 45 - - ,4 12 iG 9 )3 55 4 - 14 12 p ) B ♦S J _ WOR AOER APPROVEDLICENSEDORRFD VOWR RcW11H ME AVERIGVH ShNiFA S151EM5 MSOCODON,N:. -0• 14 12 B 85 - - 14 12 10 9 8 6 4 - 14 12 10 B 835 ] - 1FS:14 I2 SS J - - 1! 13 B 63 53 4 J - 73 05 6 5 4 1 _� - &1)MINMDR EM9EDMEM INTO CONCRETE�OC4 OF TpPCON,BWE IAP W/CAP ANCHORS ANO TAPPER+ANCHORS 6 1 1/4•ANO TM(AN 14 11 B - __ ,4 12 9.5 a 85 5 - - T4 13 0 6 63 4 - - YAM AOAANCED THREADFORM TECHNOLOGY ANMOR5T I5 1•. IJ 9.1 JS_- - 14 12 10 a 63 9 - 14 12 B14 ,2 B - - - 14 12 ,0 8 73{3 - - ,4 IS es 7 53 4 - - B2)UN:WU EMBEDMENT OF 1/4.0•3/4•ILL POINTS,SOUD-SET ANCHORS SHA L BE ENTIRELY EIIHWED INTO THE CONl22ElE BLOCIL NO I4 ITS4 - - T4 T 53 S JS TI8 53 45 J3 - - - EMSEDMENT INTO STUCCO SHALL BE PEOVRIED.1/4.0-20 S.S.MAC INE SCREW USED SNNL BE 1 1/2•LONG IUMVW SHOILD SNOW,4- 12N - - - l4 12 55 ) y 4 - - 14 70.3] 53 8 43 - - SM.ANO 1•MINIMUM FOR FOALS WTTH NO SNOW.113 65 - IAL 12 B 7 6 45 - - 14 1110'-0.14 13 73 - - 14 ,2 10 a 65 5 - - 14 13 0 6 3 4 - - B.3)IN CASE THAT PRECAST S ONF'PRECAST CONCRETE'PANELS,PAVERS DR ANY VENEER BE ROUND W ME EXSTING WALL OR iLOOH. 14 ,0s ]5 - - t] 9s s5 4 J - t0 )5 1 ♦ ] - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SOW SND WALL FIMSHE5.AVCFORADE SHNL BE AS INDICATED ON 1411 - - 14„S 9 - - 23 B5 a 5 - - NOTES BTI k 8.2)ABOVE.FDR INSTALLATIONS ON VINYL SOwO OR EFS 1411,1 OR LVRNOIIT MOTILE STIRS CONSUL THOS ENCwEFA. 0S e 9 _ - 14 12 B 65 10 e3 5 3 - FOR DISTALLADON VETO EFS WIM METH.SIU05'i SEE SHEET 2O. T1•-O.14 11 10 - - - - 14 13 9 T 6 43 - - 3 ) 55 15 13 - 25 9S s - 12 9 fi ,5 4 J ) 43>9 ) - (C) ANCHORS SH/11 BE 1NSGLLED FOL NTNG ALL OF THE RMOLIMENOATONS AND SPEMW TOHS OF THE MOOR'S VMUFACTUREF. 14 N ) - - - - - 14 105 ) 53 15 - - 15 BS SS 45 ]5- - 95 0 S - - 12 9 e 41 ! - (0) SEE SCHEDULE BELOW FDR EDGE B15TANCE(EDU VfliSDS SPACNG RFUIIOHSMIP FOR ANCHlITS. 12•-0.14 12 l0 - - - - - 14 Tl B BS SS - - - 11 l0 BS S ! 11.5 55!.5 _ _ _ _ _ 11 B 55 4 8 6 4 3 MA2aHUM ANCHOR SPALWGS ARE VNN FOR EDGE 0ISTMCES TNDRCATal BMUNI.POR E G.ISS MAN THE NDGTED.REDUCE ANCHOR SPALND 1J3 93 B - ,J 938.5 S 4 03 B 3 BY YA.TPL11NG SPACNG SHOWN ON SaREOAI E BY THE MLLOWINO FADNRS. T4 OS ) S5 45 _ _ _ II BS 55♦5 13 - - - ROOMED WACNG OBTNNED URHG FA:TOR SHALL NOT BE LESS NUN MNNUM W-G, G,FATED FOR EAOH IN616T RPE. 13 S43 - - - FACTOR t0 15 5 4 1 - - - LS 53 4 3 - - - - ACTUAL ss oa - - 12 9 6 IS 4 - - 93 ) 5 4 EDGE TAPCON TAPCON WITH TECHNOADVANCELOGY ALL POINT SOLD SET BLUE TAP W/CAP TAPPER IN - - - - 11 v 55 5 - - - - GS 75 5 4 - - - - t V BLADE O OICTANCE 7101FAOFORM TECHNOLOGY uN.SPACING 14•-0•„ 12 - - - - - 14 10.3 ) 5s - - - - „ 83 53 s3 - - - - E0. 1@I.SPACING=]• YN.SPACING-1• NIL SPACDIG-S 1/2• M)L VACGz 3' 3 J/{• 4• 10 t5>s - - - - ) S TS J - - - - HV GLAD PWRED CONCRETE h FrtI6D RaaET[mamE T3Ot% POURED COtAIHEIE a POLTBn COMttEIE a pOgO ONDE E OONIdfE BDIX „ B 55♦5 - - - - B e5 43 - - - - - CONGtEIE BLOCN IML FJL•]1/Y Tet Ea;.2 1/Y CONCRETE BIOCN CONUEIE..v AN FLO-11/2-MN Ea-2 1/! 12 p 4 _ _ _ _ _ 95 ) ,5 - - - - - V WINDOW TILE Eto LNL Ea.,,lirIBV En.1.0 14 - - - - - - - Js 10 65 - - - - - 03 e s - - - - - BLADE WORKING 3• 1.o a91 t.o 0.7e 1.D 0D4 1.D 15•-0• 9 _ _ - _ _ _ _ BS 83 ♦ - - - - - es 5 1 - _ _ _ _ 2 1/2' - OAI 1.0 - - Gat 1.O 65 B 1 - _ _ _ _ IN UNISON♦ z• 0,71 031 T.d 55 - _ _ _ _ 9 65 IS - - - - - 1 3/4 - Gal _ _ _ 0.43 - 16•-O.14 _ _ _ _ _ _ _ u B5 _ _ l0 OS5 B 6 ♦ 6 J ) {S s - - - - - a 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `o�Q N. IL y� ®ems ELSTEN MErusuPxv,wc. •..BENS 9''- BERTHA HVTM -�' Accordion Shutter SystemLE COFN OSSAIEvnn gt w/OR w/o ttv.xttmty BADE American ShuNer Systems Y.x usGRn Gn ow< BRR Br u1 •Hr TILLIT TESTING k ENGINEERING COMPANY ` STAVE OF 'LV��. ..., st,.h+.wGatA cumoa ETa✓mA m1 268 Westion, Inc. 1 OLD 11-I9z +/11/Is INLET 4/13/15 D p1,,,,4;(1asFBT1_Isw,Fm;(ws)HS,_f 5Tl 4268 Westroads Drive 2 DRAWING NG O•'•., RNLI• '�- m m urt�R4o9a.Ro-„ West Palm BBach. 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ALJ B2S;TF;iZATEI SOUTHERN j P E Na SPRUCE PINE SPRUCE PINE SOUTHERN PINE No.2 W/MIN.G=0.55, SPRUCE PINE FIR NORM SPRUCE PINE FlR SOUTH 1/2'MIN.CDX 2�W�/y�ML5IN�.,RG-055, FIR NORM FIR SOUTH DOUGLAS FIR W/MIN.G=0.50 W/MIN.G=0.43 W/MIN.G=0.36 PLYV/OOD MIA�I 0--0.50 W/ W/MIN.G•A.43 Y/ MIN.G=0.36 vumn u �"(! WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M,N,0&R FLOOR MOUNTINGS& W UNDNGS M,N.0&R FLOOR YP&0 S &V S&V S MOUNTINGS M,N,0&R FLOORMOUNTINGS WALL MOUNTINGS B.O.WALL M.OUNONGS B.O.WALL MOUNTINLS eo.Yf MOUNTINGS &V ®N3'FEN{$Amfm ®eC6NSR M ®IBANi RHAaEFi l.I'Mx-RSA-M ®Ni xNBsAla x'®PIdETtTffi6a]O(4 30 40 60 7590 ics 30 40 60]5 90 OS]0 10 60 75 90 OS 30 40 60 75 90 OS 30 b 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 O$30 b 60 75 90 OS JO 40 60 75 90 OS JO b 60 75 90 OS •-0'OR 12 10 10 9 B 8 6 fi 6 6 6 fi 12 10 10 9 8 8 6 fi 6 6 B 6 12 10 10 9 B 8 6 6 6 6 6 6 6 5 I t 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 iZ 12 _4'-0' 12 f0 10 9 8 6 6 6 6 fi 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 10 9 6 8 6 6M16 6 6 5 4 { t ] 12 12 12 12 12 12 12 12 12 12 IZ 12 12 12 5'-0' 12 IO 10 9 B B 6 6 6 E 6 .5 12 10 10 9 B B 6 6 6 fi 6 5 12 10 10 B 8 7 6 6 5 6 5 4 4 4 ] 12 12 12 12 12 12 12 12 12 12 12 12 12 I2 12 12 16'-0' 12 IO 10 9 B .5 6 6 6 6 iS<5 12 10 10 9 B 5 fi 8 6 .5 5 45 12 10 f0 9 6 .5 6 6 45 6 5 .. 1 ].5 - 12 12 I2 12 12 I2 12 12 12 12 12 12 12 12 12 12 10]'-0' 1210 10 9 6.5 4 6 6 fi 5 45 4 12 1010 9 5 J 6 6 6 5 4 5 12 10 l0 J .5 - 6 6 .5 6 5 { { - 12 12.12 12 12 12 12 12 12 12 12 0. 12 12 12 05857.5B'-0' 12 10 10]5 t.5 J 8 6 6 5 4 35 12 10 10 6 35 - 6 6 5 .5 35 3 12 l0 1OM16 .5 ] fi 5 _ 12 12 12 12 12 12 f2 I2 12 12 11 95 12 12 15 9 ].5 6.5 -0• 1210 5 3.5 - 6 E S.5 S 3S ] 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - 6 6 3 6 5 J.5- - 12 12 IZ 12 12 10 12 11 12 1.95 85 f2 12 10 5 6.5 55 12 10 7.5.{ 6 fi 5 4 3 - i2 10 6 ] - 6 6 4 .5 3 - 12 10 .3 - 6 63 - 6 5 _-_12 12 I2 12 1 9.5 12 12 I2 10 85 JS 12 12 9 7 6 5 1'-0' 12SS- - 6 E 4S- - - 12 10 4.5- - - 6 .5 3.5- - I2 10 - - 6 .5 - 6 5 - 12 12 12 12 la 85 12 12 12 9.5 B 7 12 12 B 65 5.5 {S12'-0' 12 10 45- - 6 6 4 - 12 10 J.5- 6 S ]S- - 12 10 - 8 5 --- 6 5 - - - - 12 12 12 1. 9.5 B 12 12 11 B.S] B 12 15].5 6 5i3'-0' 12.10 - 6 E - f2 10 - - 6 l5 - - 12 S - - - - 6 .5 - - 6 .5 - - - - 12 12 12 0 B.5 5 12 12 10f255 6.5 4 14'-0' 12 10 - - - 6 i.5 - - - -12 7 .5 4.5 - - - 12 ] 5 45 - 6 3 - 12 12 I2 95 6 6 12 12 9.5 7.5 6 4S 12 95 6.5 5 4 3 - - 6 - - 12 - - - - 5 - - 12 - - - - 6 - - - . . 5 {12 - - 6 - - - - - 12 -I- - - - 5 - - - - 1. - - - 5 - - 6 - --- - 12 12 0.BS 65 4 12 12 8 6.5 5 ] J.5- I ' n HV BLADE ORn HV BLADE 61A HV WINDOW BLADE WORKING IN UNISON -o .B:E IAmA�91.3 9r 6I➢E©N 9f[T 0 � }NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. ].SUMMATE 51411 CON56T OF THE FIXIIINING: 1.AIRNOIS TO WALL.ROOT w SOLD WOOD SOFFIT SMALLBEFOLLONS: -SOUDNEIOI PONE Na 2 W/F bO (N.DS) -I/lo TAPCw Room AS WIANFACTORFL'iW I.T.W.BIPIOOI w/I-t 13T80DMEN1 As B,DN,AIEa AT -DOUGLAS nR W/G�Ao C-I SECTON ON 616£5 16&17. -si,twe NNE M Naval W/GA.1](NI1S) F%CFPa011:SEE NOTE 2 @EIIM. -SPRU<L n FIR-W/-Z.(NOS) -MUL 1/r w2 PLYWOOD(19BB APA) I 2.ANCNOA9 Ta HOLLOW CEAA:G-BE As PEA 40UNONG TRE U.SNEEr 17 AND 9411 C01SM OF TAG sCRoN6 As PEA NOS 2012 SPFLIT1GTgH5. 4.ANCROIG SINLL BE WALLED FOLL01FING ALL OF THE i6EC010aMA1pH6 MT SFMFCVaNS OF TIE ANCIefC9 IIANUFIL1UREli. i FLORIDA'BUILDING CODE(Hon High Velocity Hurricane Zone j ®2015 F/STE1a1 METAL SUPPLY,INC. BERTHA HVTM i44 ) 1114111 A S S A Accordion Shutter System 1 L E C O ■ . Hv.ILVE f)w/at w/o KV.WTroDW aA>f PWT TESTING&ENGINEERING COMPANY American Shutter Systems EY.N 6 sm.aaA an oAAWN Br: M 64167 '''i ."•NW. 's,sl.-•NSv+N comas.-v' A+lOalatloll. Inc. 1 OLD 11-192 t/13/15 W1E• 4/13/15 NBA k_ Pune:(36s)e71-1630.F. (30.5)6]1-133t 4268 Westroods Drive 2 DRAWING No * -mde:191em4Nwl.mm West Palm Beach• FL 33407 5 *••' STASEDP i4�i? wAUT's Lfi;cPE i' 4 15-085 X12, noww tic/0..16] n SHEET 15 OF 20 SAA„SSIONA�...o��� 1 i i i I 1 I I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & fnAl HV.♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WIT V BLADE 1 ONLY SHALL /`WM1 FlMSH BE IED TO 105.0 psf. A.S.D. DESIGN PRESSURE T G SE S EET 1.9 FOR X SPAN & 1/4.0 TAPCON CR S.D. DESIGN PRESSURE RATING FOR INS AL 10 W BLADE 1' & ORKI G IN UNISON TAPCON ViR, PDVANC=D n1RJ FORM TECHNOLOGY ,.a f/4.0 TAPCON OR 1 i W/1 1/2"Min.PENEIRAIICH TMCON WRH ADVANCED THREADFORM TEZ^NOLOGY �— �;� OF iHRWED AREA ro -1 f w/1 1/2•Nin.PEN, ON OF THREADEO M� TC EY:SONG (, M,V Sr�—I,,N , OR MSNNG PI000 N:ADEL I Roca NWER.(SEE SCRDULE ON SHEET 15) ro QA5 SFE (SEE SCHEDULE ON SIM 15) , '• /:'�,� 1/4.0-20.3/4"S.S.N CMJNE I �.F ON SHIET i i \ LRENS W/1/4"-20 NUIi n FOR eADE m, ��`-''0 1•Nin f G 12"O.C. I rN ces .fIIi _ I EXISTING I HA35 Gi h Q9 __1 I f T iwISH� :•ryl�`. I I' WALL �PIW}IAL FINISH a..-2"Y4•WOODMIN. 1 HEADER REO INTO 0 --- i p OOR 1 ) 1 f4"0 TMCAN OR TAPCOH VIITH ADVANCED Ex'STING 1 Lal SO'flLINI I I , HEADER REQUIREDt-1}RFAOFORN TECHNOLOGY YI/1 1/2" x/55= Ia CABS(SEE 1 ( I 1 ' t'•. Mir.PENEIRATCN OF 1HRFACW MFA To {__93EDUE W 9EEf MIN.SEPARARCN TO GLASS I u' E..wOOD HEADER. 1 a` II fiR 9ATE mATD Ea NG (SEE SCHEDULE ON SHEET 11)- I I 4 :, (SEE SCHEDULE ON SHEET 19) 1 RILES O49 I GLASS- PuIE CONT. Su MO HV WALL HEADER INSTALLATION T-OHV WALL HEADER INSTALLATION , 1 OO WALL •SILL INST L I I _4__. O { MIN.SFPAMPON TO --- IXISTNC -T--------- Mw.SEPAW\nON To G S (SEE SCHEDULE ON SHEET'I)- 2'. I)— GIT ' _.I ET6SDNc ~(SEE SaIEDUHE ON SHEET II) a(D F]Gs1Wc [ y 2.4. MIN.sFPARAna1 ro cws /. A■■ IN Ca Pur (SEE SCHEDULE ON SHEET I1) ' Q ' CRASS-1 Z 1 1/4.0-20x3/4"i5. REO•D. ' 1/4Y-20x3/4.S.S. _ 1 WWII SCREWS MACHINE SCREWS W/ ) I I i Ue51XZ 1o/G-Zo NL115 _I r ?. — wA L 1/4•-20 N'JIS o 12•- GR e F14C�O'NT. FNSH O.C. MO0PuiRRECO. MREDFORMMi.POFORN TECNNOHDGY O I ATO Min PFNERN HOF RHREAOED/RFA To4'0 TAPCaN OR TAPCON WITH ADVANCED �'J "'T4 0 TM00. E)05T5lG woo0 NEADDi. )EADFORM TECHNOLOGY W/1/z" / NO1C (SFE SCHEDULE ON SF�ET 15 Mn.PENERRTION OF THREADED AREA INTO PLYNo"a \ TAPCON V IH ADVANCED -SEE SHEET 4 FOR TYTGV I (SEE SCHDaE ON SHEET 15) EIGSONS MIN.2"x4• t/2 YM.COXA THRFAOFORN TECHNOLOGY SHUTTER/SSFDEe1.Y. -WA11 Eylp/ I ' STUDS O 15•D.C.MM. PLYN000 REOD. W/1/2•Nin.PENERUTgN OF 2-NOUNIING gSnONs CM1Y 6E - 1/z•MIN.Cox PLYVI000 RDD. REOD.PLYN000 To BE WALL FlN THREADED MFA ORD FLYNOOO CONSIND IN ANY W TO ISTINC MIN.2"N4"SURDS O I6"O.C.MAIL REO'D. ATTACHED TO STUDS IN (SEE SCHEDIAE ON SHEET 15) SUR ANY wSTNIATION. @R •HV WALL SILL INSTALLATION PLYNOOO TO BE X17AMD TO STUDS IN ACCORDANCE ACCOR114VCE IRTH wRH sELTOx 23oe DF THE F.O.C. SECTION 23M OF THE QO HV WALL SILL INSTALLATION a.-Ton.- EE ATlatb DF of ©HV WALL SILL INSTALLATION F.R.C. eua.- oN s-L4 1 FLORIDA BIIMING CODE(Nan High Velocity Hurricane Zone ! 0 2015 EASTERN METAL SUPPLY.INC. `sAY4`�`rcpA 11(�jAAA,,I BERTHA HVTM A.S.S.A. RV. Shutter System HALE 81 W/Qt W/0 HV.WINDON HAL£ , ,.A4American Shutter Systems n._N. N5a6ma rY DPAwx e: TILLIT TESTING&ENGINEERING COMPANY *; * *_ 6n,w..awN st.su.,.wlesA rrRmrs.TImmA 33, AssocfaNunR In a.D tt-t s2 4/13/ts oA,E 4/13/15 ,o-•----- fie (3o5)a21_15M.Fa::(w)aT1-1531 4268 Westroads Drive I DRAWING No 9•, ., .-�:lOe<ve<�n West Palm Beach• FL 33407 5 %O.cF;.F�ORIDP;��g�L'�c` wALTEn®w°m„r°"i.P.E I 4 15-085 P. A ••�^•• A� ALOROA Uc I­67 I 5 SHEET R e 16 OF 20 1 I �I I : iI Ii 1 I f I i I 1 1 i i 1 i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & !HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADEn ONLY 'NAl WHISH SHALL BE ED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING S SHEET 9 0 MAX i SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON TAFCON OR TAPCON tY ON AOVANCt�O 4'.5'(MEW.)COSTING 1 0—E0 2•Mlh'.--• . IHR1 1/2-M TECHNOLOGY VIVOISTRUCTURAL eEAL ADEQUREQUIRED. —I --- c(iF APFL'rp ) W/1 THREADED Wn.PENERNnaN I/Uro-x0 u/< S.S. sa DWRNL ROOD DE _ OF 1HRFADEO ANSA TO t. PHU,Ps HGD OF BE CEFG IED BEAU - E10STING WOOD HEADER 1 If 1610EGNE SORCWS lO CFAIDIED DOSRNC w000 / (SEE SCHEDULE ON S4FET 15) '1 P.EGISIERED ENCNEER Oft W/1/4'47 N!15 ARCHITECT PRIOR TD E 1R155E5 OR /D I o Ec a lx O.a Sw,mER wsrA ON. / 1/2' 1/x' V+FIER o 24' 19 O.C.REOUIRM 1 Iu 1 I/4'.TMCON OR ( I TMCON WITH AOVANCEp E/ . TNT. 257' THREADFORM TECHNOLOGY I I ]/4'Nvz.TKK rM... W/1 1/2'W-PENETRATION EO! 0 (14O t_- rE .411/5'Com.X W.TUBE '2 ' OF THREADED AREA TO / ^�z :-1 i._aPnoHDL -j E STUN.W000 HEADM r/ S.M.S. ;I (6Dfi M ALLOY)W/ 1 (SE SCHEDULE ON SNFET 15) a 6'O.C. O © (])5/16'0 LM SCREWS TO -�Or 13 Or 15 I 1 Or 13 of 1 EACH R4lER OR TRUSS. LOCATE UG SCREWS AT -D-T NG WN 214' MOWIDTII OF EUO.Im WN. EUSTIIG-I --O I I 1RId�R.(2'Nin.NOVTIK GLASS )I HFIOER RE0 0 NOL.SFPMADON 10 GUS T OPEN NOTE AT EACH NEDNN W/2•Min. 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Iry1 5/ICO LAG SCREWI 'S MFA VA1INSTALLATIO TDR I f ' Ar CENTER OF TUBE.' 3 MAX AS.DO DSC!NS WITH 7LM MD SO IJV WALL HEADER INSTALLATION04- 1: (� O61N0 I INSTALLATION MAx s5 GN-Y GLASS— To aAs(sz HTsruunaN a Y VALID -a � m '� I som�E w s�T I FOR woad w/JAN.sPEanc I 1 19 NA (DOR® 7 1aF GRAM OF 050 OS DOUQ 1-=SHExr 4 Far.rminL sHUIRR A£SDN3Er -aAas a)A® ._.JI ( IAIL6t9A® I 1 OR oR OR SO J • FR OR SOUTHERN PINE No.2. w-A101wT'"°'+AYro�"san°mNrDs�TMutnN'.aD OT CEILING INSTALLATION —1.__'_j .J _ __ 1 JHV CEILING INSTALLATION MIN.s MUTON M 615$ J smAEw— I SEPARATION I I SEE SOTEME ON SNET II) IXSnNG I IV=111:1 - TO GLASS FAtS11NG GLLS\\I RIAEs IS ALLg -�(SM SCHEDULE I I Q I ON sEET)O I I I I I ! _I iµ�qTE 1 J I ! 6 I I \ 1 WALL- _ 1 �`LO�GnON I COSTING ' I �iSH I I /r] ©,�'.I aie LmG _ /10.]/4•HEX i GUSS--I, I( I 2-.6•MIN.WOOD III�1�I W... -WASHER HEAD iM ( DECK RMUI ED u�• '�"`%���'v 13 OR 2'.6'MIN.WOOD- SCREWS O 12'o.c (NO SWISH DECK REQUIRED(NO ,ALQYnD) OF KNISH ALLOWED) = �M�.�R. J OGE1X;EOF OEIX - DECK IF �EAPPLICOF RERLELI. U'APRJUBLE 0 If TAFCON ORO. PHILLIPS TRUSS HEADER- TMCON WITH ADVANCED NACH.E SCREWS 1/4'0 TAPCON CHR TMCON WRH ADVANCMI nIRFAOFORM TECHNOLOGY N/I/4'-20 NUR THREADFORM TECHNOLOGY W/1 1/2•Min. 2'MIN.-- W/1 I/2'v.PENERUnON 1/4'0 TAPCON OR TAPCON WIM AD �� '1 OF 1 1/2E0 MEA TO a 12'O.C. TECHNOLOGY W/1 1/2'Min.PENETRADON OF THREMm 2•MN' PpIETRAnON OF THREVIED FASTING W00v HEADER. AREA TO COWNG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) MFA UL CASTING WOOD NF/DE0.(SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEEP IS) OV NV WALL SILL INSTALLATION1* 1 E(`h�9&UgFDR &HV FLOOR INSTALLATION HV WALK—OVER INSTALLATION 1 FLORIDAAFLORIDABU Bl1MWG CODE(Non High Velocity Hurricane Zane ®2015 E/STERN METAL SUPPLY,INc ENSE :�9- BERTHA HVTM MT C O w A■ : Accordion Shutter System SS■A NV.RALE E1 W/OR W/O RV.WINDOW RACE *Z TILLR TESTING&ENGINEERING COMPANY American Shutter Systems �,, aECA,P,oK lu,T 1HNrIK In: Nh AIED� Association. Inc. I OLD 11-192 4/13/151 am, 4/13/15 S 9••. I Q` 0:]!KK.YM SE,]1n]1.KI49Y W9a6.Elbld.}ll / N.o.A;(]a5J671_Ifi]0,Fm;(]ae)en-1s]t 4268 Westro6ds Drive 2 DRAWING No ----'-i FS \�p`� 0:OR-1 OECp1n West Palm Beach, FL 33407 ] �'!s/ONALENG 1`�` TAUT® WI 15-085 P.E.SEAL��(G�VAYURE/DATE rU-L,..I weT .. 5 SHEET e 17 OF 20 i I. I I I i, I w i i i I END INSTALLATIONS HV BLADE OR CA WINDOW BLADE INTO 2"x4" MINj WOOD STUDS o°mnc oases ,� F Kn �'/ \ ,.Qo i," »romtc°�vA� - -- - toAnAz s.a rot I Rn a. .29M.mNm I�IC• t,m tutAmwc .?'Y "3+:>:..�-::•:^ aai�R,vp .I !o-;L,r.•?' °1examip (ww:a�.: 'n'1°" "uxam:iB i�'sm,amm"` 'n'• asc u�w'n � �. . w -—- 4 --I f,„,�.,/.•ANA ro.. lawn . ,. i �vA Aron-/ t R 9. 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BIE CEN A S S A' Accordion; Shutter System _ IL ECOlNc. ■ ■ ■ ■ KV.RAX p1 W/03 W/0 HV.WWW RI ACE l/ �.= TIWT TESTING 8 ENGINEERING COMPANY American Shutter Systems z T TE DF +A N.w.A.w s"Au.xi+.Nunes cu>ros.rtumA ss, AssoelaRon, Inc. ! 1 N a1n 11-1sz ,/u/fs wM 4/13/1s 4268 Westroads dllive i DRAWING No �` �ORIDp •it.�•.`� °-"'°°'t°t'°°°°as'" West Palm Beach;FL 33407 0 -''ss/oniq� aI ytI E i 5 15-085 P.E."S&All(1iiAMPDIRE/DATE a SH 180F 20 1, I I i; I j -�y' .3 1 • ,Purnu nrtrATIONc u0 ONDUTONS OF USE FOR BERn+e 23 IM lMW BLADE ACCORDION aRTrTFTR SYSrEN WORKMG IN A G 11 (Dp Irk It (U.p ONISON W11H HV WINDOW E W 1.MAX AS O.OSGN PRESSURE RCWG+1 I0.-110 pal. 2.MAX 9""TER SPAN:96' S.AllDYFm MW.WNM'A D,G&H ON SETS 6,T;AS We Ai MOL'NwGS M.0,T.U&•W ON SHELTB i6&11. mm'®�� I _ } YOWNLTY,CEXIEAWTE9(2�1®(DDIY.WG G1GSEMEaDVPCD OR '. :DiFasVV NI\ �. BE NCWCEO ONLY Ai EKRNCR NESS SIDE OF r M.EA-END 5. • (3 4 ETV)MR PER 1�SE A ONLY Ds A. 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MAY.B MNW'NS A;lOWED AT IVf1•' 1 () DiSHpil.ANY}�•E0 rape BEWDW EDGE CF HY NWDOH EIADE —DOW B..-E Yry (C)FT ORBLADE CDMNG OUT FROM STARTERS AT ENDS A'AY BE HV I W01COW BWIE� (0)w WR wa BLADE Q MUST BE USED AIMKNATE TD A SOLD hY GLADE(D THROUGHOUT SHUDER'S MOM. .9� I 9VDE 1 AT ES1HOi SIDE OF IH£ME pLTALi2O AOIADaR TO A SOLD HV S SEE END lI (F)POLYCARBONATE HY—We TESTARS FACE COMECION � THE NTERIOR OF THE OP6NNG-6 PRaTEOM.w MNOOW 16 vusr BE DETIILS ON SHEETS _ A $ ONLY INSTALLED AND LOCKED USING A W SMLNG TOOL PROVIDED BY ASS/ NLL HE1CIrtPJ,I}'/ Wei INCA 9sA 0 6.SEE ANCHOR EET I.AS EDLMI W BIBYSPAN AND 1Nro AD(F Na P IP �� BULLONGS,ON SIIFEf 15,AS NIRm BY SPAN ANO OmCN LOM(SE<c NOtE-a 1&2 ABOVE). 2 C{� D.SS ANCHOR sPACD:G SCHEDUUZ FOR—AUANONS RDU MURED I CONCREYE:OR CONCRETE BLOCK WALL w SKEETS 12&13 AS UlA BY 1T, SPAN AND.—LOAD(SEE Na1EH 1&2 MWS). rtrt5\5J(SEE PWK FDR PEOUIP.EMENTS) B.MNNUM SEPARADON TO CLASS—ULE.PER ASN E-1995: C: lYP TDP&BORON (^�((\�pp .�q WJVD ZONE MOLMUM WANARW TO CIASS —UMRE➢NIODI 17WRUO I' r /T A`DwM551EET fER 9M6'JI&(/� ' ♦ 625' u � EDOSTN.EBAss- ..----%_-ELEVATION __________--- i� \ sE_sam2e w s•Er 11 Fw KRAIE _ IiTP. iV✓ W/D ( ROTE 6 MOUE) TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADEK1�A SHUTTER* ���---- N.T.S. e FLORIDA BUIIDING CODE(Non High Velocity Hurricane Zone SNA L1111111111111, ®2015 EASITM WETAL SUPPLY.INC. BERTHA HVTN IL E C O tN�. A■S■S■A■ Accordion Shutter System • ` KV.BADE 61 W/OR W/0 HV.Wtrrov+r aADE TILUT TESTING&ENGINEERING COMPANY American Shutter Systems -SL STATE nI II �'Nw.]60.61.N..206.4WG4A5 ce®Oa.FLwmS Jal ASSOCIOtIOn. Inc. I OLD I1-192 ♦/1]/1s OAIe 1/TJ/Is �', PAPPP:(SOS)BTI-150N.Fm:(D(LS)BTt-ISIt 4268 Westroads Drive 2 DRAWING ND • a `�` West Palm Beach, FL 33407 2 15-085 OR omnis ��'4,FS'•...... \�`P``` wk—A Rwr D,P.E. 1 A A P. DATE FLaROA Uc/W0 I s SHEET E.A36q� l?E/ 9 OF 20 i P 1. I a I I R I 1 �, i• ' 4, I} I I 1 , 7, I: i I I II 1,l2•,aa�•fIGGX -:,• �':.;'�:-:° INSTALLATIONS Wj HV BLADE & HV CENTER MATES Ibn.ASIY A-B53 IXOAE s] Min. '..VNYIES':I Min.G-f0 GKV.SIAL ..,2..tta,.:�' * I'• 8/" G� °�..L Y_RAL SP.ICS AT i6•a.G. a� a3b INTO METAL STUD WALLS . e. �1f4"Ls NOMINAL - 3 G OND 0 O USE At UMtNUM SLEEVE 1 BLADE ACC D 6063-T3 ALLOY aJ<•=_+fr=ooz xo w a3c / 43a o / a$ SYc1FUA iNc)ALLATION TO METAL STUD WAI t'$ CLHT.GSLY.OIL T40 d'AVN_, O.C. O.C.n - - 3.000- A51u A-6s3 G0.,OF a mn.c-66 i / }---i SEPARATION TO SGNG FINISH, 39 GLASS SCHEDULE Mon-- GALVAvam PA51FN'D m s1eo6. I I i.MAX.A.S.D.DESIGN PRESSURE RATING:+TS, - 75(psE) ' wl t2}/S,Y/2•Ti%$CT`!%5 ON , E>O Mrlwoa x 6xlslaoR TACE u AwuuaLE / a f MINIMUM 2.MAX. SHUTTER SPAN:84" ;WIND ZONE 1 MIN.SECAPanoN 3.ALLOWED MOUNTING:MS ON THIS SHEET. "ASTM.E-1696 SEPARATtON -+43c L&NG07+I TD GLASS EXISDNG CLASS-� TO GLASS —•(S-cE SCNmU'.E) J I 43 1/4wo"20x " BOLT a 4.ONLY ENTERMATE 21 W/24 HV LOCK ARE A:.LOWEO 'i THRU 3 1' MUST PENETRATE©3 I' I WITH 21 ARWWGED A METRICAL LAYOUT, ' I r USE#(2)3 (6•LONG,MINIMUM)MUST ALWAYS BE ;' 4 4' ,373. 1 3/+•,b 1/4•,ao33-r..xX=¢,.i E<ISTPIG RNrs.. 1 INCLUDED AT�IOR OR INTERIOR ACCESS SIDE OF 1Sp•_�L: Dso' carr.Guv.s+m m4cK a1AN%fl,I CA;APPLICAOLE CENTERMATE i, e L._- unc A-653 caw c 40 c-so, _r. T +CiLV,WGfD1/vFO WSitIDS - '1'• '(•-- —I.m /6./z'ra scum DN `i 43c 1, 430 ' S/4•a-2D THREADS DETAIL HW IS ALSO VAUD FOR '( 43 1/4„G ELCO CONSTRUCTION ( _— 7Jz' f2 GENTERMATE 21 APPLICATION WITH BLADE PRODUCTS FAB-LOK Ha 61 t,/2-,cow INC ' <:YaR; ` m .�. '' COMPONENTS ASSY A-653 CWE 4b - wn.G-60 my.srm. ' '- 'z ���°i MS WALL HEADER/SILL INSTALLATION � ...ocI IStI,uG Pvasx As neauuDc� SCALE:3/6•= 1- METAL SN05 AT 16,O.C. Min. t mp.TOP&Gomm)•, YA —-.— _ ” 1 3/4'.6 1/4',0.035"TNICKNOI CS Min. --- --- -- DHT — --.---- .MV..Sim iRACIf E4 EXISTING GLASS - - - _ - ASTM A-6w GRADEO 40 W-G-80 -t SYMMETRYCA SYMMETRYCAL GALvuozEo 1/2-.ED TO SILLIS fA, TEfc scREvs Y 1 43a 43b 43c MRa SEPAtATiOti vAPJES:, s ,Nr:3aaz oDe.6De rncE CENTERMATES W/ CENTERMATES W/ (sEGoscRmMLE> n 4 EXTERIOR ACCESS SIDE INT RIOR ACCESS SIDE - — --- - IN 3 (6"Mh- IN 412 _-- — 1 1 _ 1 21 4 ., . 21 1 OCA o AT 1 Hy HEADER/SLL ENDS V IEW Y - -- - -- i SIDE CONNECTION TO TRACK 12 -3 1/4 (rYP•)�E 1/2•(Typ.) _ 7 3 (6'MiO.} 7" 24 6 1/2'MAX.SL?CK ** ' (Cont-) 1y jA yy@ BLADE SLACK DET bl__IL_H_VF HV .._ —.� '' FLORDA 8U(161NG COUE(Non High YetaGify Hurricane Zane 7tlUN1i1+LMr@r ®2015 EASTM METAL SUPPLY.INC. A Tit I"!*,. T A HVTM ... Accordion Shutter System ��ynyddy ii. ECO"tN,. wSm .A. rLv.9ADEo1w/atw/D xv WM KAM TtCtST TESTING do ENGiNEERIN6 COMPANY �Brican Shutter Systems ccu®Pnw wtt MIMI an Y.L a ....n...sem.n,s,..m wmwA cAn6o4s,nrnoA 33, Assoctatlon, Inc. 1 1'ri11 it-ts2 NnJtS DATE: 4/13/15 ' �TdT � Mane:S3Gs)6m1-lsw.Fs:{3a5�71-ts3t 4268 We5tro5d5 Drive x DRAWING NO �.-• P, ``� bancooaa.wn, West Patm Beach, FL 33407 3 15-Q$5 ,c .tOflla S\ ®-oc667,v 4 P:E.U<[MM/1 TNRE/DATE 26 OF 20 i t 1 i } i' I; j I '1+ i i'