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HomeMy WebLinkAboutProduct Approval Florida Buildin ode l ane RECEIA-1 O 2 l� Page 1 oft ,b da i I Leg In User Registration i Hat Topics Submit Surcharge Stats&Facts Publications FOC Stan SCIS Site Mau Links ^4Search �Pud �C{f1�€i(� BCSSHome z Businesc(�� Professional i Product Approval t_ �- USER:aubnc User Regulation °tl�A� f'rods,cC Atnrnvtf t]_ci>Mruiuct lir annit�alion S.rarrh>Ar.rriicgy{;ytJ� s Appiitat(on betalf t RT'a. ` FL rt FL389•R8 INIP Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive- West Palm Beach,FL 33407 (S61)209-6263 bfeeley@eastemnietal.com Authorized Signature Bill Feeley lrodriguez@easternryietal.com Technical Representative Address/Phone/@mall Quality Assurance Representative Address/Phone/Enrdil Category Shutters Subcategory Accordlan Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1213112017 Validated By John W.Knezevich,PE V; validation Checklist-Hardcopy Received Certificate of independence SSA Ps 17Q1 wiy ACC4sat�losa ri reczriri z,lrlt Referenced Standard and Year(of Standard) Standard y1111: ASTM E-1866 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvYY iH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 o1'2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06122/201S -----------_._.._________---------- Summary Summary of Products .M.�..._....._ "' "# !1 FL# Model Number or Name Description i 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drw 15-086 bottom)for storm protection Limits of Use Installation Instructions E Approved for use in HVHZ:No y3.89 RR 11 m,S S;A w^ �rVdtc,tr7-r�eihc�f! 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 3S psf positive fi ja RR e -5.S A.INC. r_,,,i:'.ft,P ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w10 Created by Independent Third Party Yes window biade,5'-2'for 110 psf ASD load for NV3 blade w/o window blade and 8'-31"for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working I in tintson:Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See sheet S for other s ons and ASD ressuf ' 8 .2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking bfades.retained by tracks(top and Non-HVHZ-Drw 15.085 bottdm Car storm rateCdon Limits of Use Installation Instructions Approved for use In HVHZ:No F'O§ Flt_ ._R.S.S,A,tN[. olthtrt;;,)5.085,gtff 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 I Other:Large.missile level'D".Max.Span is 16'-O'for 30p.s.f negative FL389 R8 6E a S_5_A.INC. p.l'•.R. L1gyrGy !ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party,Yes HV1 blade,8'-0"for+64,-72 p.s.f.load for Hv blade for Keystone mountings 7'-0"for+75,-75 p.s,G for metals stud mountings and 8'-0' for 110 ps.f.for HVI and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. j 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Dnvg 15.084 bottom)for storm protection Limits of Use Installation instructions Approved for use In HVHZ:No L R8 it r,-S.S.A.INC. ORWC+5.OA4.nrit Approved for use outside HVHZi 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 ASO load for Blade 1 F4 38n na Ai- A S 5 A iNt p F R CtRylt'I S tt5n3rof 'and 18'-0'for Blade 2.See schedules_on sheet 12,25 and 28 Created by Independent Third Patty:Yes res e:Uvely i contact Us::1940 Korth Monroe Street.Tallahassee Fl,32399 Phone:850.4A7-te24 The State of Florida is an AWED employer.C9nwinlit 2011 j-2gt3 State of cbrlda. Lri�ncy-StatealWt::Accessibilkv Statenwnt:.:rt hmd 'tatement Under Florida law,email addresses are public records.It 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 a5q.487.1395.`pursuant to Section 455:275 (1),Florida Stabiles,effective October t,2012,licensees licensed under Chapter 455,F.S.must provide the.Deportment with an email address if they have one.The entails provided may be used for official communication with the licensee.However email addresses are public record.If you do nor wish to supply n personal address, please provide the Department with On email address which can be made available to the public.To determine If you are A licensee under Chapter 455,FS,,please click ht"L. Product Approval Atrrpts: ti4"C'UCItY,ttSa'st rus http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5.-. 7/16/2015 GENERAL NOTES: I.BERTHS H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PROOUCT EVALUATION DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR COMPLIANCE RI ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SPALL,BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC ASND SPEED REQUAED BY SHE JLWRSOCOCN MORE SHUTTER WaL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONATY FACTOR Kda0,M USING ASCE 7-10 AND SHWA.NOT EXCEED THE MAX31UM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15.10&20. IN 01I'XIt TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS OETEHMWED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN MIND LOADS AREA•): FIV BLADES 0)k I)� BY W10MYNO THU BY Me IN ORDERTO 00MPRRE THESE W/MAX(ASD)DFS12N PRESSURE RATINGS INDICATED ON SHEETS it THRU 15.19 k 20. GENERAL NOTES SHEET 1 IN ORDER TO VMY THAT COMPONENTS AND ANCHORS ON THIS P,ED.,AS TES,FD.WERE NOT OVER STRESSEDD,A 33 X INCREASE IN ALLOWABIE STRESS FOR WND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FUR YEIFICATrA OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER STSIEM'S ADEQUACY FOR WIND AND LARGE 14SMIE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF TNE.ABOVE MENTIONED CODE AS PER SHEET 4 ATL REPORTS: TYPICAL SHARER ASSEMBLY 38-44 TYPICAL Vn NDOW BADE&WNDOW DETAIL -HV EVADE(D (0214.01-03.40715.01-03,41004.01-05.17214.01-0.5.40317.02-08,40609.01-10 AND(0210.01-11 AS PER TAS-2D1.TAS-202 AND 7AS-203 PROTOCOLS AND AMU E-1886 AREA 2: FIV BLADE(1)AND FIV WINQOW BIA !� AND E-1995 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&31&41220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE 10550E MERE APPLICABLE) -HV WSAOK B ADE 6 4050501-03 AS PER ASN E-1886 AND E-1996(ULSSIE LEVEL.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 4 0723.01-88 AS PER TAS 207.PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCL6 SHEET 5 DNSTALUTION DETAILS A-F,C0NCRELE/8L0CK SHEET 6 2.HV BLADE( RE AND NN WNDOW BADE @ AENGINEERED TO WORK IN UNISON WITH UER EACH OTHER UNDER THE GENERAL LURATIONS AND CONDITIONS OF ISE INDICATED ON SHEET 19 INSTALLATIONDETAILS G-lA CONCRETE/SLOCK SHEET 7 3.B6iTHA N.V.ACCORDION PINS(HV SCILTNS),USED AT BLADES KNUCKLE ARIL FUR DIRECT MOVNT CONNECTION TO TRACKS SALT BE 414.275'AND 414x1.75'RESPECTIVELY,410-11 MNNUM SERES' CEFRERMATE DETALS HV SHEET 8 -STAINLESS STEEL SCREWS WTH 135.0 W Y101)STRENGTH AND 180 F,;TENSILE STRENGTH.PNS SLAIN.BE COATED WUi BERTHA W OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERIAAT-c ALTERNATING DETAILSWSNi�T'9 COATING APPLICATORS.RE'GRS7ERED WITH AMRICAN SHUTTER SYSTEMS ASSOCRANON.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUNiItUM DMISHONs 940JL BE ALUMINUM ASSOCIATION AULDY.AND TEMPER AS INDICATED ON SHEET'S.2 AND 3.MINIMUM WELD STRENGTH FOR 6063-T6 ALLOT S 30.0 Xed AND 35.7 lei FOR 940 CONNECTION DETAILS 1-G,CONCRETS/BLOC: SHEET To 6005-T5 ALLOY. MA7BMUM SAN TABLES SE{EDT 11 ANCHOR SCHEDULE-CONCRETE do BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 37G AIS SUMS OR CORROSION RESISTANT CORED CARBON STEEL AS PER DIN 80018 WITH 50 Tai LEN.-fTeD STRENGTH AND SIO SW WDL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/n.0110A BUILDING CODE SECTION 2411.3J.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASN A-307 GA.VAM2Ep STEFI,OR AS 304 OR 316 SERFS STAINLESS STEEL WITH 35 Id 101'SUM YIELD STREITII ANCHOR SCHEDULE-INWO SHEET 15 7.SEE THE FOUJOWNG SHEETS FOR ANCHOR SPECFlC ANS,HV BLADE(D 12,13.14.15 AND 20 INSULATION DETAILS M-R,M'OCO ShffEf 16 W BLADE( &@ WORKING IN UNISON: 12,13& 1S INSTALLATION DETAILS S-X,WOOD SI-W 17 8, ETA UNRRA N.Y.ATxORO10N SHUTTER SYSTEM BFIJN"A U.S.PATENT 16'775;,A2.COMPONENTS OF THIS APPROVAL ARE COYE7LED.N WHOLE OR IN PARI'Be US.PATENT 45459,179 ISSUED TO EASTERN END CONNECTION Dc AVS 7-12 A X;WOOD SHEET 18 YE77J.SUPPLY,INC. S.R BALL BE T[RESPONS LILY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF WE STRUCTURE%TORE SKITTER is TO DE ATTACHED TD ISURE PROPEL ANCHORAGE CCNTRACTGR TO SEAL/CW-K AREA 3: FIV WINDOW BLADE A ONLY ALL SHARER COMPONENT EDGES WHICH REMAIN.THRU FA9iEE44 IN CONTINUOUS CONTACT WITH THE BUItI)ING TO PREVENT MND/RAN INTRUSION. TYPICAL SHUTTER.ELEVATION SHEET 79 10,EACH UNIT MUST BEM PERMANENT NT LABEL IN LA ES A VISIBLE PCE WITH WARNING NOTE DURING PERIODS OT HURRICANE WMM 45 HOME OWNER,TDIMW.OR OTHERS,MUST PROPERLY CUBE ALL W AND HD � CENTER RTAND ENGAGE OR LOCK ALL W ANO IND LOCKS AREA d: FIV WINDOW BLADE`i ONLY 11.SIUTTER MANUFACTURECS.LABEL SCOL BE LOCATED ON A RCW,LY VISIBLE LOCAP,ON AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 17109.3 OF FLORIDA BUILDING CODE ONE LAB].SNAIL BE INSTALLATION CETALS,METAL STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.LABF.1140 TO COMPLY WKH SECTION 1710.8,2 OF THE FLORIDA BUILDING CGDE 12 BERTHA HTEM' V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONIWG REGULATIONS PROVIDED BY THE JUMSDICRON WERE PENULT S A PIM TO. 13.(I)THIS PLED.PREPARED BY THIS ENGINEER S GENERIC ANO DOES NOT PROVIDE INFORMATION FOR A SUE SPMFIC PROJECT:L.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. (b)CONTRACTOR TO BE RUBLE FOR THE SELECIICH.PURCHASE AND INSTALLATION INCLUDING LEE SAFETY OF THS ERDOUCr.&SED ON THIS P�E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS OETACRD ON TPJS DOCUMENT.CONSRUC00N SAFETY AT WE R THE CONTRACTOR'S RCSPWSi9LriY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED WARD IF ALTERED BY ANY MIN.'S. (d)SITE SPECRC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHIfTECT LONG WILL BECOME THE 00NEER OF RECORD(TOCK.)FOR THE PROJECT AND WHO DULL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.Q.ENGINEER OF RECORD,A^lUM AS A DELEGATED ENGINEER TO T70:P.E.O.ERMKEEP.WALL MOM TO THIS UTTER THE SIRE SPECIFIC DROUM FOR REVIEW. (cj ORDINAL P.E.O.SHALL BEAR THE DATE AND ORIC N.SEAL AND SCNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED R. T pTIN FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone tANAAA`�Jrc ERN A.7/IAAAiAA� ®2015 EASTMETA.SUPPLY.INC. �P'.VICFi1�`�u'' BERTHA HV- Accordion OCR C O F.H:. A■S■S■A■ Accordion Shutter System A T7.; _ KV.MADE#1 W/LYi w/o FEV.H1rD(//V BADE ifCllT TESTING& ENGINEERING COMPANY American Shutter Systems Association. inc. I OLD N Hs nuc /13/15 ETF wss NM.3sa sG s 305 VAGTrA GRDDB ramA 331 / Ph..:(305WI-1530.For:(305)871-1531 4268 Westroads Drive 2 o -.1; tea= West Palm Beach, FL 33407 3 DkAViING No ANA,ONAL E�G"ItNAA` WALTER A TILT w.PE 4 15-085 N.E. SEAINMWTURE/DATE i1OR6A 4 u,67 s SHEET 6 1 OF 20 y� -3'7-FW MG]1/MAX® . VMIES 1.978" 1.,481_ Mn. .1..200'. sr Li S est• � .ps 4297- 4.999• crS .37 HV S4 � (j)HV UNIVERSAL FLOATER 5 HV 90•/180' STARTER COVERED UNDER US PATENT$ 5458179 OUAUFTED FOR USE W/ HV BLADE(1D 4DIRECT' HV BLADE 1 1�A HV WINDOW BLADE6005-75 ALLOY AND TEMPER �QUAURED FOR U WW HV 6063-76 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE 60fi3-T6 ALLOY pT ON SHEET 19 BLADEt . TEMPER 124• 6063-T6.ALLOY AND TEMPER S00 Ir -! ( 3 1 2.67W 3.550' -- .994.1 670' 7.226' `r - j2 I 842 J• A A97' 6AW 2.092• 3 aa7z• - HV ADJ. ADA W P 4.436' 1251 R 1.375- 3 226" 76•3.226• .9zo B�HY WALK-OVER TRACK AlJ. 0 BUDE01 QUALIFIED FOR USE W/HV 9)HV TRENCH TRACK L ss 6063-T6 ALLOY AND TEMPER BLADE 1 O.UALIFI£D FOR USE W/IfV 6063-76 ALLOY D TEMPER BLADE CD ONLY. �1D IILOY 6063-T6 ALLAY AND TEMPER V 6065-T6 ALLOY AAD 1ENPER UI 1.9]6• VAILFS 1.536' 606 1.917• 063• _ 463• CR A93. 670 _.093_•67e3 1.16• .a 11 HY CEILING HEADER (t� 13 HD CEILINGS HEADER/SILL �aS°� !O FIED FORUSE W/ HV BLAD£n ONLY, OMGPER"GNLY QUALIFIED FOR USE W/ HV BLADE(D 14 HD WALL HEADER/SILL SEE SEC110NS FOR VALIDI -'� SEE SECTIONS FOR VAUDIY• OUALIFIED FOR USE W/ RV 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER 13LADE0 ONLY. 6063-T6 ALLOY AND IEMPER COMPONONT A B TI 72 x Y t X Y LD1 1 j 7' i• �IL �j 1 2• ; 2" ;0.125' V � 2• Y RL4X1 1/8" 1/8' 3" I S" 10.09C• @ 2• 5•MA%.i 0:192• 0.192• _ SIDE ANGLES CORNER POS QUALIFIED FOR USE W/HV TS �INUtA ANGLES 19 2s' Y W>4�0.190 0.1 Ba' BLADE Qt L QUAUFLEDB�E(D W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ,c1 2' 5'MMI O.I59• 0.131' 6063-T6 ALLOY AND TEMPER GO63-L6 ALLOY AND TEMPER b` FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOre P.TICLIj''4, 0 2015 EASTERN METAL SUPPLY.INC. BERTHA M - L E-co ,,.. �■S■�■A■ Accordion Shutter KV.WN System -_ H.v RAE//1 w/OR w/D H.v.yaroow RACE A= American Shutter S stems ALLIT TESTING& ENGINEERING COMPANY Y oLst3wnal RAiE wuwN trY: M.7-_ $1ATE OF :'4 sm x71.San.se.s.3m.125MA eM�D019.FLORVA 337 ASSOG1aNOnr Inc. , kA 11-192 t/13/Is OAIE 41t3/15 F,—:Gast-1530.ra:(30:)671-1131 4268 Westroads Drive 2 DRAWING No [P.E. West Palm Beach, FL33407 15-085 fiAtTD1 A tCLR J.PS g('1tEJFIGWAtRE/DATE rLDRaA L 9 I u197 6 SHE�OF 20 1�(i60• 9 9' 4x70' 99' 14'IEAD/• 1/ G5T .745 ! + SANS MSh'RD PMh'tD t/4'-•10 d II i• i2 7'/P.7 TiaO'A➢tD C/Sf p� a * • i \ m BMAMM rAM � 1 2 .376.-. m LO6/5S C("0 .,sus carux 4� � _ o.t •� c',� n NLY Ofe011C (CWSIIIE P.ATL)) 21 HV CENTERMATE Pe. �.o/ �'- QUALIFIED I 1 &©ONLY F��JHV FLOATING CE 4. ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUADFIED FOR USE W/ W BLADE 1 & I ONLY S 3' ' + QUALIFIED FOR USE R/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPERa. BLADE(& ONLY. BLADE Q&®ONLY. Q Fhb FOR USE W/HV BLADE T ONLY 250`O9• t6• 74' 6063-176 ALLOY AND TEMPER P.RS11C 41EAD 4.as _ 18' 1.755' 92 MOlDEO 70 scatty z.o7a' 1753• f O.� I 60'AFTER RWIING 3/4" B 4-2a RIVNIXf� THUMBSCREW aJ m$0=9444 Xw—.4w(2W2 U M10Y)LADLE FUN06 TIV1 . CHOWW FAaru�PP4�re.IWZ 4M SE 077054 OR COWL PLN4 ry FROfT U VATM H MALE "T" LOCK �- �`"'--". LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/FN BLADE 1 ONLY HY FEMALE 'T" LOCK CENTERMATE HV 'T" LOCK HV ALTERNATIVE LACK 6063-T6 ALLOY AZ tET1PLT2 OUALIFIEO FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV GLADE OONLY QUALIFIED FOR USE W/ ITV BLADE ONLY W/W BLADE0i ONLY. 61.ADE 0 ONLY. 6063-76 AtLOY AND TEMPER 6063-T6 ALLOY AND TEMPEHH- 1_,91�� 0 1.917• 3.161 1- _.._.. .2114. E .063 _A6Y._! 1 W- 7" / �crtU.OR " 21t S45' To 't ^ n 1.125'Yat HD CENTERMATE W/ NO LOCKING ROD2 C E E OUAL RED FOR USE W/HV BLADEQ)& QAJ OVALIFIED FOR USE 7xJ HV BLADE i && . 6043-T6 ALLOY AND TEMPER 6063-TG ALLOY AND IEMPfR HD T S t vyR;Es•I2•MOt. OVALIFIED FOR USE W/ HV B7ADEJT &(ih I o- _ - 1.1 6063-16 ALLOY AND 7E4PER I t 1/4' 70 S�Lv i„R •41e *1/2' ! iFN4,0a7PJt 042 aC1AVI -1., ` E 1.70 NOt. LOCKING ROD .1/4.0 ® HD LOCK _ L,37s'o QUALIFIED FOR USE W/ HV BLAD-0 FiV 1 4' 0-ZO AIS 3 6063-T6 ALLOY AND TEMPER 3u�*0-�6 SC's-w •/ 0�' BY R£GE Fi4.QOWARE uQ•iILSE LOCfCS SERIES 2333 N00}C DOLT LOCK. L� 55 INSTALLATION WILL REQUIRE A 7- HOLE IERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HY BLADE IO&G DRIU.ED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED 1 4 B7AUE07 QUALIFIED FOR USE%V/ w BLADE 1Q FLORIDA BUILDING CODE(Mon Hi h Vaiocity HurricOne Zone .......••J9JJi ®2015 FJS7ER!:MEEAL°7R'PI.Y,WC. a Q`•���ENSF BERTHA HVYm IL E C® I,L:. A■vS■�.�, Accordion Shutter System _ KV RACE Fit W/OR W/O KV.WNXW MADE TIWT TESTING & ENGINEERING COMPANY �American Shutter Systems Lv. a ocK CATSBY-DMW BW.L. kr� Association. Inc. L oin 17-I92 4/u/79 Mm 4J13/I9 5�O••,_ ,,,��i�Q:,:.5`„ t:55s K.Sam.a.:v.xz wurr�,uscros.no351^ *{'�,-•••.......,—Cs� w,an,:(x5y�7T-7sxT.Fat:C3o(305)1171-1531153153T 5288 Weslro0ds Drive 2- No ta00067:ecooaa— 'Nest Pdm Beech, FL 33407 3EU- DRAWING 15-085 IJI/1111110 11 1\\4\\ WNIM A.Tw 1".P.E. 4 P.F. SEAL/SIGNATURE/DATE Flow'LAA;4as67 a s"E3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/s HV Cts HV 6� 12'WIN CE 41 To 13. O Ml BLADE i II i r- ® HV BLADE to W ��i (rN mnaow eve o62s 5�,, _. .0625 .0825' � w Bt>nt's �tc7s' Y hY LONG RECESSED NYLON BUSHING ei u n KNUCKLE �0 j .0623 o (np) ® HV SHORT RECESSED NYLON BUSHING ® W NYLON HAT WASHER QOR® WLL , PORtbN 1- � 3 so' ® KV WHEEL CARRIAGE AISI 302-303 SERIES I I `=.45Aj- 4i I I n 44 r02,7"A' •K 0.1370-0/116-THICK NYLON WHEEL. I -.® n `4 2 7/6'UN. M'WVUN 0.188'0 AiS1 302 SERIES S.S. RIVETS315'a y-a, as. 1 BEnYMN 06nA823' 03.7500' ® HV 1 3/4'ACCORDION PIN W/ J8 HEAD * EXTERIOR41 t74J,¢ oPOOLMi S J1E1Si`3t{'7--2 .7500• ® HY 2 3/4'ACCORDION PIN W/§8 HEAD * •1 �'_glj,' I '+—21/4' Cum ® POLYGARBONATE IMPACT RESISTAVT HV WINDOW i _ 'i je TYPICAL HV WINDOW BLADE 1nA AND POLYCARBONATE W WINDOW DETAIL ©OR I 4 or ®3 I 1 ' ( N.T.S. REOUIRN�1tENF15) (DOR® I *POLYCARBONATE IMPACT RESISTANT HV WI„ifV ' I LTAYER MA.KROLON 3103 POLYCARBONATE i 12'WIN.CLF . RESINS. UV--STABIUZCD GRADE OR SABIC 'k Y I To ULPBE INNOVATIVE PLASTIC LEXAN 103 RESIN I 5� I I i (DDR® I ' ! (SEE NOTE 'F' ON SHEET 19). (1) HV PIN 4 SHALL ALWAYS BE USED AT ALL EXTERIOR ® 4 I I TO .BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ KV� OR i I POLYMBOIL47E SOURCES FOR i Wt BLADE. EXTERIOR j pICAL SHUTTER ASSEMBLY ` N.,.S rrnclL 1oav,ra snovn (2) HV PIN �MAY BE USED IN UEU OF E)AND ONLY AT HV PIN©c&_%OR AT wto EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ O HV 1 p0,32y tt BLADE'S KNUCKLE. ZWXAt m�A S� (SEE NOTE 0 FOR �'nc v0++.7s Asn Drax 000E o/N' o.ou w/ri BLADE WHEN CORRESPONDING TO INSTALLATION `I1 SHEEP 7. 04 � BtaulmuD Ts) 3ece rx TYP : i if><T.£Y3.LD Sa,atrCLH llS1Y DRY _91-07 P+ 93>D3 P.1. itFJ(iBCa.SiREltiR+Al TRID ASN aJDD 40= P. (3) HV PIN OR ;V/ 1/2' O.D. 1/15” THICK S.S. WASHER 8jO S/ 111 f MAW cacw Am oroo 3aam wx :�s.am SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. p� SHEET ® I I ,masa coa As:°CM ra n-m! n n-1r 4� mt.ADelcrl�s FEELWHEEL CARRIAGE DETAIL �°`"� 1"VI47 " a4'a= ASSEMBLY L4YOUT H1r or Baaaq r H VIM n a-,C= o-'a1- N.T3. sar D,P19 ,ow•r om r » Asn a,u 1LNsc0 37RQB:li AF= R,6 IMI-1 In HV BLADE SOLID HV WINDOW 13LADE DETAILS FLORDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN UETAL SurPLY,INC. ? ............. BERTHA HVTu VAI I7LTE7C O 1»a�. A■S■�.�, Accordion Shutter System KV.aACE#1 W/OR W/O H.Y.�+NDari E AM 7� �f * TILUT TESTING &:ENGINEERING COMPANY American Strutter Systems D�9�c„ DATE %Q,"BY. u� a(AiC OF 6355 NR.3W V VAWw COMM nomA 3,a Association, Inc, an 1T Tse 4/13/15 DAT—L 4/13/15 Wwne:(305)871-1530.Fay a(305)871-1531 4268 We.(roods Drive x ORII)N •:i(��: e-met ecDOaa wm West Palm Beach, rL 33407 3 DRAWING No s/C,VAL ENG%IN' W&IM A.�'J,.Pc 15-085 r.O.RM Lk-t 44167 5 SHEET P.E.'E'KC/6IOkl�iURE/DATE 6 4 of sD •k « #NOTES ON HV LOCKS AND CENTERMATES: n C n ��• u N s u «�' « 1. ONE HV LACK�or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ALN' OR 12•ABWE aR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105;AND FOit INSf iiDtiS ANY ELEVANo IN LOCK or UAY BE USED AS AN INSIDE OR OLRSDE LOCK,ATTACHED TOWN OR Q I 1 1 Ca"J04ATES W/(2) 1/4'0-2A x 1/2•LONG FIAT HEAD S.S.NS.LOCATION OF LOCK SHALL BE AS INDICATED ON O«^ TYPICAL SHUTTER ELEVATION. Lf ICS :. OR Mi1Y BE SEDSED FAN INSIDEl OUTSIDE LOCK.CONNECTIOPMFOR"CE OR FOR N LOCKS PURPOSTO CCENIERMATEUP TO TWO S OR SHALL SE AS INDICATED ON NOTE(1)ABOVE LOGON OF LOCKS SHALL BE AS INMCATED ON TYPICAL SHUTTER EURATION. y-� 3. OPTIONAL CONDITION 02'W'D ONLY WHEN HWAMTDRY COMM i1 OR LMnED MANDATORY CONDMON - v(I �2 IS 11SED►y/TWO H.V.LOCKS).LOCIONG RDOS((SSgg ARE NOT REQUIRED AT URRiCANE Pt7SIT10N,BLIT MAY 4 5 �ou3 • Ag- BE USED IF DESIRED TO ENHANCE SHUTTER PERFOI£LUNCE LOCfQNG RODS OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING IDS ON(NON HURRICANE POSITION). <. HNiY,TORY CMDIi10H i2.OIL HV LACK SHALL BE—AT CORNS CENiER414TIS FOR AW SPAN �1II ANO MSTN1A710N5 AT AHY EIfYA710N.HV LOCK( or 8.BE 115ED AS AN OlJT510E OR ENTICE=s ATTACHED TO 0 CORNER CEMERMATE W/(2) 1/4 0-m x 1/2'LONG FLAT HEAD S.S.U.S.TWO LACMG RODS AT TOP&BOTTOM SIAL BE USED.LOCATION OF LOCK SHALL HE AS-R40UTED ON TYPICAL SHUTTER ELEVATION. MA%MUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • 3a� 59 S Sw43c r • O.NE ALTERNATE HV LOCI( MAY BE 4N LIEU OF AIV LOCK or FOR Ali(SPAN AND U J ; NST TIONS Ai ANY A1K1N. fRNAT'c Lam! 23i MAY BE USED AS Al NSIDE OR OUTSMr-LOCK.ATTACHMENT (i �' Alva I a�? OF I/4'e-20x3/4'S.S.THUMBSCR-RY TO a OR 0 CEH MWAT7S SHALL BE MADE W/1/4'6-20x3/4'ALUM. RMA7T AS SHOWN ON SECTION WE-SHEET 8 ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( / C�cus V C_ LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.lUtlfOATORI CONDRgN i3 FOR KEYSTONE F,AOUHDHO llSraiAT10AL4 ONE FIV LOCK a '"or®SHALT•B£ gyp+ USED AT 1/2 OF SHt1TTER SPAN FOR AKY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I' TO 967,AND FOR INSFAlATIONS AT ANY ELEVATION.KV LOCK @ or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL C£IIIERMA1E'S W/(2)1/4•-20 x 1/2'LONG FIAT HEAD S.S. S£E QNp- M.S.LOCATION OF LOCK SLAT.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING Rom 0 W/(S$ CONHECTIOH L ' OR 0 TOP AND amom 5 CANPLETELY MANOR om DETATS ON o r [ H I x L + r o v w s Slirm 10& III TYP. HEIFZ>LL 0. OF CORNER *NOTES ON HV "T' LOCKS AND CENTERMATFS: uaacnn 0-0-06 , CENTFRMATE ��ONE ALTERNATE HV T LOCK 60 MAY BE 1HS�a.LED IN LIEU OF HA LOCKS 4 OR Q$FOR ANY SPAN/A;D �'H'�0°19 -80+10•�31m INSTALLATION AT ANY ELEVATION.ALTIDUUIE LOOK DO MAY BE VSED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT „^��. OF LOCK®INCLUDES USING REINFORAND CING LOC' AS 5N10WN ON SECTION FAG,SHEET 9,WHICH MUSr BE ��� w` •e��(j'7'7.,�5y oy ..__.._..._ mWNln OR W1 1/4'0-CEMERIATES 20xl®MS WO/A11/4'Ox205/8-RMiUT.LCK MAY BE INSTALLED AT 1HDSPAN OR S.S.THREADED BOLT W/7/8'0 x 12' l_l•O• aR 6 •�`v�P MAMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCWNG RODS 0 TOP AND EOTOM IS MANDATORY. I5'O�uT '',@- •©or 8 -6 8) s• a' C51 (3�•� *NOTES C & C6 T ES: 1. :ONE ALTERNATE LID LOCK® MAFY,B1E, USED DJ UTU OF PICAL n HV BLADE SHUTTER ELEVATION IN LOCKS OR FOR ANY SPAN AND INSTALIATIONS AT ANY avAT�OH.ALTmRATE HD LOCK @ MAY BE USED N.T.S. AS AN INSIDE OR QUI LOCK.ATTACNMQO OF 14D LOCK A TO IS W/3 f8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCI:AIFNT INSERT 0 AS SHOWN ON SECTIONS HDB-M AND 40C-HtiC,SHEET I0.LOCK MiY BE 2e.TA ED AT WDSPAi OR 12'MMxIMUM BELOW OR ABOVE UUDSPAN.USE OF LACKING RODS @ IS COUPLETELY OPTIONA- FLORIDA L1 on High Velocity Hurricane ne 02015 EkSI iN METAL SUPPLY.INC. A A BERTHA terHVTm System- KY.Accordion Shutter ysteirr FLY. ,wi w/o KV.MMM6+a�E TI LIT TESTING ENGINEERING COMPANY American $huffOF Systems k MstfioR Dar nPAA>+Br: ux. 4 STATE OF cT:s xm,x--u..e,s1..>o3,u�arA Association, Inc. , OLD 11-192 4/13/15 Q4 c 4/13/ts •�� cuasxs.rummA u, F:_:(3m,871-15w.For:(MS)a71-1531 4268 Westroads Drive 2 DRAWING No 6F�S• 5�r.5......`•�v ­a:� .T5-085 ICO" West Polm Beoch, FL 33407 3 11,, /u NAL` 0 nALTTR A Try Jr.P.E 4 1 P.E. SEAY%131Ifi}dE/DATE FLDOLLI I c ,c 5 944)67 5 SHEET OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCS POURED REQUIRED 1/4-0-20Z/4•SS. CONREOINat21 REQUIRED 1OR (SEESHEET 13) E CONCRETE E ON �KW1CHDRS 1/4-ZSCREYIS SHEET 73) © r QaN SNRT 7) SHEET 13) R"r O 12.O.C. {ORCEE C7.' G ¢ Wn. 1/4'�-2O5�x�3�[4'S:. i Kn• US=1/4'-20 IAES ---� O 12.O.C. J2' 5 .E O O.A f .250• I 250'tbx. � I 17oA. I 07i10NN. ,1 I I • / ' `.pNT10Wt " W� i aL SL•SiUIU1 � i -111E CN a�kw I 7 OR �� we Mw.SEPARAnON To Goss t EMNNG 0.9w 19 ' LIN.SC'ARAnON TO CLASS 1 t GLASS (SCE SLYiE7RAE ON SIII.Er IQ-- SCHEDULE ON SHEET 11) 1 HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION {j HV WALL HEADER INSTALLATION + KEYSTONE Fw5ON0 '--- MIN.SEPARATION TO CUSS •' raa (s¢ 11 1 OR '^ 1�j ....♦ CIN.SEPARATION TO GU55 ' 1 p O_;--(sEE scHc'6utE ON SHEET 11) 1 . :nma[a 9m rl, I, (SEE Souxru ON SHEET I1)— E)0!TR1C OPnC AL f ,1 fOR UAt4 C'w7' d ON 4flr 19 Rlt 11yy�� WW ' '' � � . fltl}F£1"AAW711/ pMERs11p1 �~ � I I 1� 1 fy. t M fd' m. aallavAt �I E,D.' 1 I i /2' ....C.D.4 F., `1 ` t/4.0-20x3/C S.S. LLL GT P!SLLIPS TRUSS HEAD ! 1/4'9-20x3/4-S.S.PMWPS UAC14HE SOMNS USW+^ _._.... L !—_.TRUSS HEAD M4CinNE SCREWS CONCRETE AVCNORS 7z' "IE ANCHORS 1'-, 1/4--20 RMS O 12.O.C. (SEE SCNEDULfS CH (SEE SCHEDULE ON SHEET 13) "Cin. POURED CONCRETE S-MEET 13) W/ 1/+•-20 NUS o tY•O.C. FOUND CONCRETE OR CONCRRETE BLOCK OR CONCRETE BLOCK ._./.. - tCONCRETE ANCHORS REQUIRED xuL REOUMM O HV WALL SILL INSTALLATION (SEE�D�OR O LL HV WALL SILL INSTALLATION POURED CO7dOiEiE SHEET 14) OR Od1CRETE BLOCK WAIL REQUIRED O HV WALL SILL INSTALLATION NOTE TOR COURN""'°`SE"""`° INSTALLATION DETAILS W/ I-SEE SKEET 4 DOR TYPICAL 9AErrER +E 0.s ME DISTANCE E"""""°" �`" '°" (1) HV BLADE 2- AJO N (SEE SPEGACAnONs ON S xw 13) ettJ£ ON SNr'Ef 19 2--ANY WAY SUIT AN IW DE COMBWEO N AW WAY 1O SUIT ANT fNSiX1AnON. un1Nn, FLORIDA BUILDING CODE(®on High Velocity Hurricane Zone R !�(/A/ ®2015 E"Sri RN METAL SUPPLY,INC. �; BERTHA HVTM ' ErosF =� A S S A Accordion Shutter System - _ 7TIlEC® i■c. ■ ■ ■ ■ Nvan #tw/at w/oKV.xt"veue *: �/� *_ American Shutter Systems •SfA E DF nWT TESTING & ENGINEERING COMPANY ° ON �' °R""H D" �L = Association, Inc. , DtD 1T-192 Flurys a+T 4/13/1s �O•. Fr.._ w 4r. easy ete.xa.a sm 3t1 Yc+wu b+trcws.1LOau...S.11 �' ��. i+�a.°;("0571-15x•Fm;(3z)371-1531 4263 westroods Drive 2 DfWv�7NG No 11 S `\G�� "� 0«909a2en West Polm Beach, EZ'33407 3 ''xx.A,70NA 1i E,'A0' WALTERR AOTIN'Jr.P,C 4 1 5-085 P.E. SEAL/t iNATURE/DATE 70'D" 1 44167 6 SH6 OF 20 Pot)RED COME A+CHORS CONCRETE (SEE SCHEDUE ON SHEF 13) I M Q,== 1 OR �e EOSRNC 1 1 ro t RE Ons<D COCE OF ;1 Mawx m ' "_._I sa w� I Esc +sRIJffi.E DRSiNO Sw I1 'r rt>a nuc-- I 9 ANCHOR I I1 ) EOSRINC i I 1 LOCATION II itOc3/4'HEX WASHER HEAD 1 1 OR 1 OR 15 a 3/e ww,. TEX SCREWS o 12a O.c. EDGE O CONCRETE ANCHORS � 'I 8 APi'UCaBHL i 0.�— (5SCTIEDULE ON SHEET 13) y ' '+ �::..�i v ,mss f CtfSS�: ME 0.._'I Ell 1 SLAB IF SAE I, 1 �� 1/2 7 STAE IF � ' 1i(swam APPLICABLE O• O• /•PP,I— POURED ++ ` FLAT�CaNCRETE ANCIIOR5 —t»'a`1e"`L m,o caNCRE,EJ / ° � (sEE samwLE as sN¢Er 14) 1 a am la rrn _..._. _..... _ . ,�� PCUR� REQUOTED FW NERD CONCRETE uir 14) OR � E D a `(SLE scN EDUT£ON SWEET 14) ' 11 TRENCH NSTALLATION QI HV WALK-OVER INSTALLATION DESIGN°PRESSRATING do FOR SPANFS PER HV CEILING INSTALLATI014 l� HV FLOOR INSTALLATION fi SCHEDULE®3.SHEET 11 CONCRETE ANCHORS °�- SEE%NEDULE ON I 1/4-0 IR„14HK bM lA M W Phi 4�.Y ; —�' E> R.•� s)�crr.,$)�.// AU-MC001 T� 0- MDIMDI=DR 1/4-0 EO.STING EX6aNG—i Aum.,o atm CV6�-�' / 1 rAsz um Tevs�a.ANC.a x/ 1/4• 1 01155 CUSS 'IC.Q sDuu[w ai0 f q I —�O "�REL xaaUut �J nfaM ,•,. 1 J/P Yrt[Y>m{[M o 6• W%. 011 ttl OG rOR W TO e•-O•SA AO OL EOR SANG tAf2£TI T16W 1/4• 'I 1 e••O'IP TO e'-O'IY.X ARV -r-Im SVtwiT d EI4Rf r/O,WOt IfF7 ' 21 ()ma e R IE n w sm 11 1 f2. i� /1c 3/4'NE1c I +rn �"'� 3/e• MAX SSUrAMAM TIEK SCREWS --J /14AJ/4 HEX NF10 / 1 Ng" 1 o IT•O.c: $, j r.•.m rr ss Ns roc%RLTNs o v a.a -- ;S ;' '•;.' OR )/4-1-- ss.Ns. CONCRETE ANCHORS 6 •7O Jr /14.3/4'S.D.S. _ I t/+' l :vl c, N/NUI V 9.O.C. (SEE SCREo47l£ON n 1 2 O 9.O.C. i / Uk-. �,.• , (. , a 1Y C.'h-]O HU15 t SHEET aa1mO NOH SNI TLMI, 7 oR 18 { 1/2' 4•--I 1 1 g 1Y* ' 2.00 DNIN. TRU(OCO MTK EOAB IF or141J/4�F.H.S.O.S. MD). .' 7f H" J// 1 \—CONCRETE ANCi/pR5Non 3(0) - �. ( �E 0 - PWfff.D CONCRETE (SETT SC1tEtY)iE ON ON SHEET 1Pal t � TE E HCTE 130, ••.-._......, c O OR CON CRETE BLOCK AY SHEET. v G ET•'DLD^J( 51tEE7 14) OR tS7v72ETE EL0."4( -— MO KEYSTONE MOUNTING INSTALLATION °'"0t 41. CONCRETE ED HV WALL FLOOR INSTALLATION L HV WALL WALK-QVER INSTALLATION �'"A11uD'OC91p1`�'"`-n a f RECUJETE 1aNAas+S UTIM SPAN e'-o• QJ HV RAINGUARD INSTALLATION t r� NOE FOR C"NATION of smrtO sr t REMOVABLE EINSTALLATION Eu w Ny>��n •E D.a EDGE O)5TA+CE ADJACENT TO AN OPFRAA.E F.XR SEE WRARONS OF liSE FOR ,_ S„�4 F� (SEE SPEPF AMOHS a+SHEET BLY 13, OR E, H@aN SHEET 19 INSTALLATION DETAILS W� HV BLADE +2- ANY WA TOS m I��� FLORDA BUILDING CODE(Mon High Velocity Hurricane Zone p:•r�<</T,,'. 0 2015.EASTERN METAL SUPPLY,INC. CENT 9`� BERTHA HVTM Q S Accordion Shutter System /T1 L EC O N . ■ ■ ■ ■ KY MAX 81 W/OR W/o FLY.W NMIN a.ADE American Shutter Systems ,� OTT American en Nf TIT TESTING& ENGINEERING COMPANY a'•. TATE(7F ;: N.M.3N.:t.�.3mo,:A GRT .o7Ns.no=A MI Association. Inc. I OED 11-192 4/13/15 nM a/13/15 R3• PnorzF:(3as)e71-U3O.Fm:(343)871-1531 4268 Westro°ds Drive 2DRAWING NO p -h bTm-Q d— West Palm Beach. FL 33407 3 I`rSIONALrr�1�P1FRTG AOnRffi�710C.RE: 4 15-085 P.E. SE1I'7SIGORE/DATE F)oa°A 1.,0 i4,6T 0 SHEET OF 20 SEE END WALL CON ON SHEETS 10 —�� �L$ SEE Nolen ON Loalrla 12005 Q,1N Lovs Q s m `f INSTALLATIONS W1 n HV AND.nRxmNvLam0ONSum 5. OUTJa IN r—Da511NG GL155 �— **BADE SUCK CUM.IM SV0"O FOR AU '(// BLADE W HV CENTERMATES a�IES"MCA-UN WITH�=-o i ®w®M®'�w® 10•® OR SEE FND WALL CONNECTION 10 ®"�' ©•�" DUSTING CLASS O.O•©wO'O•®w ' �•®w�'�wO' d ------ ——- .------_— _--------- 2 i2'n1/A•s0'-2 I ®•®wQ9•®w®1 •© --------------- .�__......__ G 1/z'/ 7' 7- (60W Ts Aum�a OPPOSING SYMMETRYCAAACLE w/z1!a*nvar 0010R5 TO am © CENTERMATES cmp/0oT1ou) ito4ls'S.Ms.0 1s• CE RMATES MIN.SEPAPAMON (s)/ton FA s.M.s.ra(' ) o.c.FULL LENGHr. W/ HV LOCK _ or F2S y// HVHV L0 or 6Y (SEE SCIi�EDULE AT r r Nf01E 5 a * 5* 1-N �* 3 ON Si-MUT 11) Lj ---------- ----- - � 1 �w®w® �°•®«lo•�w� L' o OUT ®' lo•p�©'®°®/��•(©(�� HVA HVB low®«©•mow®`to•Qw HVCPOUR ED GaNCPETE OR ®'O ©w®�Lr•1L9" ®'�' "—— r ED SUSTING CLASS COe3Cl3ErE mOCx WALL �• I w8 • oa? ?------------- T r5 ----.—._...— vss G ®w�' © $YMMETR_ ICS * IN v•v ( — 8 -®w®•�'°� @1i\.i�SSi: O CENTER RMC p6 I Q.�jgw�•®"®'®w Nr/Ts n — —w©�®——— * W H V 0 .6 QNrFPiNc 1 ®'�w�'©°"�l• `ovEe ij i MIN.SEPIMTICNI TO CLASS ®P w®• I (SEE S> 51 1N ) -- — — ---- ----- -- — ---- OUT 16.O.C. 3 * a. a oUT _ G 1/2-MAY SLAG( HVE :CCJJJ ��C555 HVF** HVD UFO BUILDING CODE(Non High Velocity Hurricane Zone \%111111N/N// p\ IA ®2015 FUSLERN METAL SOPPI.Y,INC. �rLR A.T)C(/T BERTHA HVTM :� ?•'���EN /� Accordion Shutter System A■ ■ ■ KV.axx#1 W/OR W/o Kv WWW RADE UPANY Amerfcon Shutter Systems ocsemnx DATE awn O ,L Ir,TILLTT TESTING& ENOWEERING CO q'• STATE{IF '� VM KW.�'1 s P'=.WKICKA •ILOFA1 t AssocfaflOnn Inc. t OLD 11-192 {/73/15.OA31- 4/IS/15 as T :(.%'5)871-1510,I.:0)871-1511 4268 Westroods Drive z DRAWING No ,"40R10P,=�k'�.` a'"'°E S0aooO00'M'" West-Palm Beach, FL 33407 3 I a ":.P.E. . I 15—om P.E. �'tA4laVtilit\id�2E/DATE FLORIDA Lc./44167 s I SHEET 8 OF 20 POURED CONCRE7e OR POURED CONCRETE POURED CONCRETE --POURED CONCRETE OR CMCWF CONCRETE BLOCK'MAUL OR CONCRETE BLOCOR K ALL REQUIRED _.RETE �` / BLOCK RECUIRED REOUIRED DLOUC WALL REQUIRED Ex15nNG GLASS EXISTING GLASS CONCH ANCHOR FOaSONG GLASS —— ._.__S _ J Z•MIN FC ISTING CLASS O 16'O.0 -/ 2- -�--T 1�.sD l i---s ,-.. --�--� TO CLAS(SEE NUL SUN 004 sOED"al De STI.SWAPO" :, Mbl SPAMCN EO EQ TO aAss(SEE 11 FOR BAS Q)ND a=(SEE T I TO OASS(SEE I SaEDU£ON SFEET 1/16•s3•MAX. ON 947 19 FOR 11 FOR BALE QAFD SOEDULE OR 57EET 11 FTR W EpND (6063-T6)CONT. BAus©r<® aN safer 1D rztt 1/2• 1 TCR M,9 MID ON SIM 19 FOR ALUM.CLOSER (LOCATE AT 1 1 Airs O dl Arm L 9Dre 1/2 \ \ BAO6 m g Q1 ' RAM(Dr Qg -1 0) I 4 USE I'OR 27 MAX IP I v2 MN. (A5 APPUCAM4).2-a1Ae'.O•-2- 110x7/2'SACS, I I _—_ ALLUNUM CUP ANGLE - )iQal/7.'S.U.S,,,_ a 16.O.C. O 16.O.C. --_-� --' - 4 (6063-16 AHOY)AT NIOHEltl1T Q �2�1�4S -0 TAPCONSAW-MRS TO rj SEE DETAIL X FOlLF WNL AT 1'O.C.(LOCATE AT SIDE CONNECTION jOR �' FATHER SIDE OFd) 1 OR I OR ®' SEE 0ErAa x FOR 1 OR®' TO TRACKS SIDE cora+ECOON ®.©.O.s ®. SEE OETAT.x TOR 6 Sl1iE CON'NECIION -Q Q"a + •®- .6.T-e.�•Q - To T ucKs „6.T.e o �a o ®'©•�.Q•Q- TO TRACKS 10 ®.®.�L©•©« ®-© i -©•®. + •®^i•0-®(9-, ©O ©-©O ®- -©•p•p.©.p.®> O• N DFITAfid ON ®TAI N 3 END CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 L POURED CC77CRETE OR i MUIRFD ON.Y FOR SPANS GREATER THAN 12'-0- — —D N G GLASS CONCRETE BLOCK WALL REGUMEO +c 4 4 ———— �—) ——--—— - — -T MFLAQAnuT gi 1/z'S.LL '----------- TO�(SIX4 76 _ SUARARON [>Y / 90 NMa"am R E OND C0: 7/2'tAN. TO MASS(SEF U ON 9W ON SEFT 19 FOR ANCHOR O lO- 0 CONCRETE [zNEs Om 12.O.C. / - ._._.. . __._r SUM FOR ______ ..___ CR OR t ANCHOR EQ S BAOCS lD&QI} ® - - OR@ ©o c. 4 _M MIH_ EO � $ OR�OR 2'MLN. 2'MIN. F"EE MU' —, OF USE FUR ����L�r©ON SHEET 19 t@OR®OR MOR@OR t@! VIEW Y 5 1 OR ®' ( PLAN �OR� -O-©•O-®fi�•G�- DETAIL X L POURED COMCRETE� TION C&ICRETE BLOCK WALLREQUIRED n1©•Q•©-©•O•®- 1 V BLADE OR 0& HV WINDOW BLADE INTO �- �•Q�-�•Q�O•®- CONCRETE OR ONCRETE BLOCK WALL. END CONNECTION DETAIL Q CONNECTION bETAIL© ®�-Q®q® FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY.INC. -co , . A S A BERTHA HVTy Accordion Shutter System ZTMME C® ,N a. ■ ■ ■ [IV.B!AOE#1 W1 OR W/O H.V.WWW BALE TTWT TESTING k ENGINEERING COMPANY American Shutter Systems fXP CAR RA 6T: ML STATE OF C c Ny.estis> �.�,. e,F-,1s.vm�OI AsseatatEon, Inc. 1 Oto 77-19z s/73/7s VATT Af73J1s w« :(sos)an-1530.P,::(xs>sT+-csT, 4269 Westroads Driva 2 OR{ a-mw:61:«eOaN.com West Palm Beach, FL 33407 3 ORhR7NG No °''ryss/CMAC C. E11�`��` WALTER A.m-000Si7Tr%Pr . 15-085 P.E. �L-;;Id'llfi RE/OATS FTnReLU=.1"167 5 SHEET OF 20 SCHEDULE !It SCHEDULE k2 SCHEDULE a "EMUM SHUTTER SPAN* 'L+•OR 'L MAXIMUM SHUTTER SPAN* 'L+' WVIMUM SHUTTER SPAN*'L+' )� 1 ATION FGF1:0 NOTES: (ft). F0 ®®/ OR -L-- (ft.)FOR R -L (it) INSTALLATIONS CENTErdAAMS & or or(g) INSTALLATIONS WJ ��SIN. CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPNi FOR A OWEN WJ ONE H.V.LOCK @ or©or or Q� & W/QNE HV LOCKS MANSORY POSITM A.S.D.DESIGN PRESSURE RARING. HD LOCK e W/ NO LOCKING RODS or ONE HV LOCK or 6 or OR W/NQ LOCKING WALL A, B, C. D. E. M. N,O. P. 0, L-: :MM ALLOSIGN WABLE BLE SPAN P RA NCA GhEN NEQVIVE CFNTERMATES®&@ W/ONE HV '77T'''' W/NO LOCKING RODS® ODS MOUNTING F, K& L R. S. &V. LOCK @ 14/TWO LOCKING RODS®TOP& (SEE NOTES t 1t) (ARID FOR MOLINMC Q (2)F'TtOC£0N)(tE TO OETLRMME NN(IMUM SPIN FOR BOTTOM SEE NOTES tt) SRQT 7) FLOOR/CEILING D. H. I, 11.J T. u. w&x WALL MOUNTINCS(TOP/DOITOM)OR BOOR/CUING: �f1S CONCRETE h Mt1uuM CONCRETE&WOODINSTALLATIONS � spay C0RGCONCRETEMOUNTING E & M GIVEN A POSITNE AS.D-DESIGN PRESSURE RATING, ASA CCU:. 1150.A1Sp1 ASG Ot3IDH INSTALLATIONS FROMM WALL MOUNT= FLOOR/GOING ^°� � �°r DETERMINE MhXILUM SPAR 'L+'FROM SCHEDULE. E."41 MOUNTING ) 3 ) F:OOp/CDIiOR mou4 , GKN A NEGATIVE AS.D.DESIGN PRESSURE RATING, 1+ _) (.a-) FLOORVLfX➢�N01Rfi0+G (+aN-) no0 Ml.1avLomac DETERMENE MAXIUUM SPAR 1'FROM SQMDULE. L 4(1) L i i-(g L-!a L 1 W L-[N L. [J L-{N 0 MAICMUM Struntn SPAN 1+-OR 1- FOR 30 OR LES 16•-0• 15-01 16'-0• 16'-0" 30 1q:770 16•-0' 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD S1ALL BE LIMITED TO FINAI.MNOMUM ATLOWAFAE SPAN IS EOUAL TO INC 35 __14'-7_0 14'--10" ,3'-2" 16'-0' 35 14'-10 if-f 0' 35 105 Paf.AS.D.DESIGN PRESSURE RATING. -RIMUM DETERMINED SPAN BETWEEN'L+'AND 1-•. 40 13'-10' 13'-10' I4'-2' 13'-2' 40 13'-10' 13'-f0' 40 14•-2' 15'-2' (3)PROCEDURE TO DETIIG10.c MAYN4UM SPAR FOR 45 13'-1• 13•-1' 13'-4' /4'-3' 45 13'-1' 13'-I' <5 13'-4' 14'-3• t HV CORNER CENTERMATE/3 MAY BE VSEO AT Nl r-NATIONS IN BETWEEN WALL MOUNRNGS 50 IY-5' 1Y-5' 12'-6' 13•-7'- 50 12'-5' 12'-5' 50 12•-_31_ 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FL00R/COLING MOUNTINGS: 55 _ _ '-I' 12-t l' 55 11-10- 11-10' 55- -1,'-t' f t'-11' SHALL BE AS INCICATED CH MANDATORY CONDITION j2 FOR A GrAN POSM.E A.S.D.DESIGN PRESSURE 17-0 11'-{' ii'-Y 12'- 60 11•-4' 11'-4' 60 10'-2' IO'_tl' NOTE f5,SHEET 5. RATING; E75 10'-10' 10'-10' il'-i' 11•-11' 65 10'-10" 10'-10' 65 9'-3' 10'-1• Liz M10'-8" 10'-6' iC'-9' 11'-3' 70 t0'-•G' 10'-6' 70 8'-9' 9-4' Lt+n MAX.AY.SPAN FOR WALL MOUNTINGMOUNTING INSTALLATIONS. _ _ L2+�-MAX.SPAT F0.:n.UOR/CEIilNG MOU1FTI27G IO'-1' 10'-t' f0'-4' 11'-1' 75 10'-1• 10'-1' 75 - 8'-9 t'tOLCFPT THAT 1AIJ M%fjnER SAN-L+-OR INSTALLAWNS. W-IC• W-10- 10•-0' 10•-9' 80 9'-f 0' 9'-10' 'L-'Mb UAXLIL14 ASD.DESING PRESSURE RATING FOR FOR A GNEN NLCA71W AS.O.DESI;N PRESSURE 9'-6' V-6' 9'-9' 10'-5' 85 9•-6" 9'-6' INSTAUATIDUS,090�CR7E GR E BL� RATING: 9NLL.BE UAOLED AS FOLLOWS`9'-3' 9'-3' 9'-5' tD'-1' 90 9'-3' 9'-3' DETERMINE-. 9•-0' B'-9' 9'-2' ➢'-10• 95 9'-0' 6'-0 I- CONNECTIONS TO KEYSTONE MOUNTING L1 MAY.SPAN FOR WALL MOUNTING INSTALLATIONS. 8'-9' S-4' 9'-0' -10 1 5 g'-9_ W-4' LIMITED TO +84,72 p.*I.AND 8'-0•SPAN, SEE L2--MAX.SPAN FOR FLOOR/COLING MOUNTING IcaMOUNTING MU ON SHEET 7. INSTALLATIONS. 105 8'-7'_ 7-11' 8'-S' 9'-a' 105e'-Y-- T-ti' TIO 8'-4' 7'-7' W-7' 9•-2' 170 W-4' 7•-7' FINAL UM14UU ALLOWABLE SPAM IS EOUAL TO'WE 715 g'-2' 7'-3" W-4' 8'-11• 115 s-2" r-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN t1+', T2+.11= ND 2 _6'-0' W-11' 8'-2' 8•-9'� 120~ 8'-0' 6'-11' (4)GO TO ANCHOR SCP.9JL8.E WITH FINAL MAX➢AUM 125_ r-10' C'-8' O•_0• B'-5' 125 7•110' 6'-e' ALLOWABLE SPAN AND NEGARr A.S.O.LIMON 130 7'-8' 6'-5' 7_ICIC• 8'-1' 130 r-8' G=� MINIMUM P 135 r RATING TO DETERufNE MAXIMUM ANCHOR —7' S-2- 7•-9' 7'--g' 135 r-7• WIND ZONE sPAaNc.RESSURE 6-r 7•-7" T-6• 140 r-s• s-I,• ASTM E-1996 SEPARAT]ON _ 145 7•-3• 5'-9' T-5' T-0' 145 '-3'- s'=e'-- TO GLASS 150 7'-2' 5'-7' 7'-4" 7•-O' 150 7'-2' 5•-7' 155 7•-0 s-s' T-2' 6'-9' 155 r-o' 5'-5* 7 THftU 3 1" 160 6•-,t' S-2' 7'-7' 6'-7' 160 5-11' S-2 165 6•-10-__V-1' 7-0' 1.-4" 165 6'-10' 3'-1' 170 6--- C-11' G'-71' W-2" 170 6'-9• 1756'-7' 4'-➢' 6'-9'�-8'-0' 175 6'-7' 1 BO 61 4•-8' 6'-8' 5' 180 H V B LA D E 185 6•-5' 4'-6- 6'-7• S'-E' 185 W-51 4•-6' 190 6'-4' 4'-5' G'-6' 5'-6' 190 --6'-4' 195 6'-3' 4'-3' 6'-5' 5'-5' 195 6•-3' 4'-3' 200. 4•-2• 6•-4' S'-3' 200 6'-2' 4'-2 205 6'-T 4'-7' 205 6•-1- 1 4'-1' FLORIDA BUBING CODE(Non High Velocity elocity Hurricane Zone 1 B 2015 CISTERN METAL SUPPLY,INC. A� Attt\11111111/flpfr o�AEQ A:TIL(/r''% —�- BTM NIL777C-07im ■�■S■A■ Accordion Shutter System RV.BLADE#1 W/OR W/O RV WNDOW aA[X � t TIWT TESTING & ENGINEERING coMPANY American Shutter Systems ➢�,„N aTE IT '*- =N.W.3sc4 St.S.,3R r"210,ommm,noe 331Association, Inc. OLD 11-192 a/IS/i5 OATF. 4/13/15 v Pt—;(XSWI-153a.F+:(303)871-t531 4268 Westroods Drive 2 DRAWING No 4 e mw atemuoot�oa West Palm Beach, FL 33407 3 5-085 D/ .,f(ORta�• \��a 1TxTER A.TUq j..P.c —415-085 �fT 1 l.I+t1� �EJDIITE FWFMA U.a 44167 a EE of 20 r 1 l • . 1L r � N 13oceocaocoaeQa0aRanging a®4naanagoal aIeoaoaM �leoaoipaooaaaaaR31aa94 0aaa®Ra® aam o 11021 lies ME imp 2co co �aaeco�m�eaam�ooe�aa oaoaeo�acoa o cc amooanaae�aam ©cme©1281 oaoa©aonaae� Ell QC:1111=110021c: III 01SOCIN Z am RG©MEMI Q oaa . .UMIC naaaaaoaaaaaaaaaQ�2 2=0ac�p Q- a©aoe so ©ccccccccccccaOccnCam�C000aa00aQ0m�i00o�aC0 ®cnnac kd0008MQM0�n0�a0® aRnn�QDaa�RAoaR�OnaadO� oCMa00 BOOMING®along Qoom o -01000020000Q0H0 © oQRaamaa n ®oQaa0000®anoaaa - -©cacccc�accc ccc- �©co®moDoa�a� °�°aaan000anon ann R E3888888888 898 �889�990989088 Q@08003- pp m1aaREflinaRg� i EI8®888888888088888909@88H@� �818B9Q@M@@ �@BGQQRaOan E30®8000000BB8®0® X0 M X098 I'D MEE 08989080808 ago Bonn QppppR44poll o� Bfl�Dt&�ana444444oaaanQnaaaoaoa4aa lmaunnoR4nA44an�1nln r o°�o°®DDDR anan oRaa - -m�l0l�m00®ma4�naa®n�ooaoa n w m00gmmMomO ImaallQplump �nanDan Raa4 4ono�n°°anIna R= - ©coo cncc�cc1c0 . a©Doom aaon�°a®nac� ganoaaRRand i, DB888B9gg9®8®8998 888m898ggdgO am 110 n4Q4a4 ©ap pampa o xa9BBH999909�9899999M90999�9�@g908R809mRot�R000 a 99�g� - 80490@ IN IMM: am anaaanop� 4Rn®nRa®lpapa ' - R r 800000000000000d000am am"Rao®Rna4n�QaaQaaoRQaaall . ;80:cc mm0m0nn000010 amQoaaaBan RaaRRnonaQ4aaap ppa emMCC mD0DmCmm000DCmmmm mm001 1 unQ®paamillinnn4�QaQ ccccmmccccocmc�ppc0ccc MCI END cNaaanA Nagai= 8899998999888998889998889 g8g98�889889®nooaDpQn ��QR @8808E@@@@@80080@888@8M88@@@88@888981@@8898®88@Ra4 an �E 00000000 a can44nooamRao 4 a4 An an Nunn R�a4 e °aoc� °c®EDao°Iaaaoa®�na°��adoCangaaoaan dna poll Miamian In gallon mid-on IN oaca mom admMIcoacamcc0cees4® a©aooa4 noun aaDamon -_ cI— 0000CCC.. MI.0000�doil ocananamcooaon oanan4oRop E38888 09899898888889899-g�-8889888898988809 00 4a0000an @8@@ g98@9Mmmm@88@@@9@@898BB89®0@98999�88�@8 sainaaRp E389999logo BBB9999990alit B09g0BBBBB0B0BBB990BBB09900BBBB El00m0Balppaa4ana4Qnanoa® aomp �paaaa4 aa4�44umn 80c00008E1©®oQ®anooaaao4 aoanooaO�Q0000ana�a 4aonoaonso n E9aam0000pp�Q0©MMM111paAm�oan loan ppIR4aaRmown a0000000C000000mA0-as ME an am I �Oaa®inaaoa4p� �ocE�CIlcc0D000c0CC00�pF�lO©®�aooa�a�®pp aQa®anQoo Q�g9998889988Hgg 9a988889�.A®®ppp40©immandRa®aanaa� �a©9888DIM899®880@0B8@@8@®9@@9888@88@@@9@@8988aQpaQa� 0P_��9809�00080000000009909000080849990� MAXIMUM ANCHOR@ SPACING (in) SCHEDUI F FOR A MEN MAX. SHMER ER SPARC SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &.IL REM&C.ATIVE PRESS IM WEG AND A (M)ING MEN TYPE RIR OMCME OR OGWME BLnn_r IFSIAL.TINts (SEE MOUNTINGS C.O.At H ON 510775 6&7) 1.AT010RS TO SURSIRATE SHALL 8E AS FOLLOWS: Pam QwCR34vMc CIE am POURED CONCR 1F (W i0 a!sEulB POURED CDN7iEEE:(WTI.rc-3 kai) wnm QE WALL siLL MOUNTING ©COUNG MOUNTING HUFLOOR MOUNTING -1/4.0 TAPCON OR TAPCDN WITH AVAN=THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.a7=M(wt.rc-3 wq SPAN -114.7 x 3/4-ALL POUNDS SOUD-5Ei AHCNORS.AS DcSTR6EONID BY ALL POINTS SUMV.BOLT&SPECMLT(CDNPAHY.(IM.re®3 ktl) (N) ksm.M""wK PSF KM mp1 NN DOXK FREM JM R40Ow kSAt4J'3I XVwJM PF`S3RL RM MEND -1/4'0 BLUE TAP CQNCRETE ANgiDRS W/CAP AS WNUFACTURED BY FUNUDA FASTENERS CM=.Me.(Mil r1:.2 1.0 30140 1°0 175190 120 1CO 201 30 40 6017519011201160 20 30 40 W7519011201160 205 7APCON OR _1/4'0 TAPPER+ANCHORS AS U&WACNRED E7Y PCIVS rASTENORS.M.AND DISTRIBUTED ITT ALL P02HS SDREW,EOLT a SPECIALTY 7APCON WITH AYANCFD COMPANY OR ANY OTHER APPROYED UCENSED OR ALTIDRMED VENDOR RELISMED WITH THE AMERICAN SHUTTER SYS'EUS ASSOCIATION.INC. t. tx p 9 e ° e t4 t2 10 a a e e 6 74 t2 to 9 D 9 8 e THREAD,ORM TECHNCLDGY (1lm.Ye..J ke. 3--0' 14 12 10 0 0 8 6 6 14 72 to 9 a 0 6 B 14 12 t0 9 B 9 6 6 ALL POINTS SID-SET ' DR LM T4 12 10 9 0 b 6 0 14 12 10 9 8 0 6 0 14 12 10 9 B b- 0 5 B'llC TAP,W/CAP NOTES: I 4 t2 10 0 e e ° 7 I4 f2 t0 9 D 0 0 B 14 12 10 9 B 8 B ° A7)L6tN0T1J{I FAIBEDYENT 8NT0 POURED CONCRETE OF TApC0I1 OR TAPCON WITH ADVANCED TH9�AIDFiR01 TEChW-ODY AN01(7R5 AND TA�PcJR+ 74 72 fp 9 @ 7 65 u 14 12 10 D 0 B 6 8 u 12 tp 9 8 8 6 s TA`r"�4 NiCHORS 15 1 3/4.AND FOR BLUE TAP W/CKP ANCHORS IS 7 1/Y. 14 12 10 9 a 0 6 0 U 12 10 D 0 B 6 0 14 12 t0 D b a 6 53 U 12 10 9 0 e 6 4 N 12 t° 9 6 0 6 43 14 12 10 0 0 6 4 33 AL2)Y'NIMUM EMSEDNENT OF 1/4.0 x 3/4'ALL PONTS SO,ID-SET ANCHORS SHALL BE 7/8'INTO THE POURED ma,&TE.NO a71$MEW 14 12 10 8 6 a 8 45 to 12 10 D 0 6 0 53 74 12 7D D ° b 6 1.5 INTO STUCCO SHALL BE POWITFA.1/4'6-20 S.S.MACIIWE SCREW USED SHILL BE 1 1/2'LONG IVNUUU SHOULD STUCCO DW.AND H 12 70 8 73 i3 33 - 14 12 10 9 0 8 6 5 14 12 10 9 5 7 SS 4 * FUSE FU9 7'UINU UM FOR WALL UTTH NO STUCCO, 5.-0. 11 12 10 -9'6 6 8 b 14 12 10 0 0 a 6 31 14 12 10 9 ° 6 6 43 Jr- 11 12 10 9 0 7 4 - 14 72 t0 9 e 65 1 u N 12 10 b a✓ 5 33 3 A3)IN CASE THAT PRECAST STORE,PRECAST CONCRETE PANELS.PAVEIS OR ANY VLITER BE FWD ON THE DOSI114G WALL OR FLOOR. 14 12 10 9 8 17.3 14.5 - 14 12 t0 9 6 8 L 43 14 12 10 9 a 5 4s 3.73 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE E£NAD SND WALL FINISHES.ANCHORAGE SMALL BE AS INORJ,TID ON 11 12 D3 73 63 4.5 - - 14 12 10 9 a 7.5 53 4 14 12 10 D 8 6 - 33 NOTES A1)&A2)ASOA'E FOR UGTN1A71oH5 ON•YTNRL SOWC OR DFS MTIH OR NSRIDUf METAL 50005 CONSULT MS ENGINEER.FOR t2 t0 9 e e e 14 f2 10 D a e 6 a /S 12 10 9 a 63'S 35 INSTAlU TMD EIFS WITH ICTAL STUDS SOY SHEET 20. l4 12 10 9 73 5b ] - 11 12 t0 ILS 7 U 4 J 14 12 6 0.a 55 4 3 14 12 70 0 0 6 - - 14 12 10 9 a 63 S 75 14 12 10 65 5 5 4 - (0) TO DWM CONCRETE BLOCK:(ASTM C-90) 14 12 b 63 ss 3 - 14 12 10 0 6 a3 43 3.5 14 12 e 7 5 JL5 3 -1/4'0 TAPCON OR TAPCAN WITH ADVANCED THREWORN 7EC01OLOGY ANCHORS AS NIRUFACNRM BY I.T.W.BUILDLTI. 7.-0. 11 12 10 9 6 a - - 14 72 10 0 0 7 3 4 14 12 10 D 75 SLS / 3 -1/4'0 x.3/4'ALL POINTS SOUD-SER ANCHORS,AS OWNMUTM Or ALL PDMS SCREW BOLT&SPECA.TY COMPANY. 14 72 10 a 05 4 - 14 12 0 73 6 43 J5- 14 Os 7 SS 43 35 - -1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA,FASTENERS DOL-Cr.INC. 14 I2 10 °3 7 4 - - t4 12 10 D JS 53 4 - 14 12 9' 7 T3 43 = - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POAERS FASTENERS,DNC.•AND DGTR9UIED BY ALL PODNS SCREW,BOLT a SPECIALTY 74 it 7 6.5 4.5 - - 14 12 10 0 73 SS 4 - 14 12 9 7 6 45 3 - COMPANY DR ANY OTHER APPROVED LICENSED OR ALITHORIZED VENDOR REC6fFRID WITH THE AMERICAN SHUTTER SYSIENS ASSOCIATION.8N.^.. 14 12 f0 8 a F3 - 74 12 1D 9 0 6 4 - I4 72. f0 8 63 5 33 NDfE,S, .-__..._...._...L. /4 12 65 7 55 3 - 14 12 0 65 55 A 7 - ss-�R S < 3 - - 0.9 Mwmu?A ELISE um INTO CONCRETE BLOC{OF TAPCIXN,DWE TAP W/CAP ANCIORS AND TAPPER+ANCHORS 1S 1 1/r AND TAPOON 14 12 93 TS B - - - 34 12 95 8 6b 5 - - 74 12 5 6 .5 4 - - WT H ADVANCED THRFADFDRM TECHN6'.DGY ANCIOES S 1'. 13 tab 15.5 1 5 Izz - - 14 12 1 to 1 0 65 0 1- 14 12 a 65 5 4 7{ 12 10 9 14 12 10 9 75 43 - - 14 12 63 7 6.5 4 8'_D' - - 0.2)MINUl7M Ela@7NENr OF T/4Y x 3/4'ALL 0101175 SOLID-SET ANCHORS SAL BE ENTIRELY EiLBB)De'D INTO TNS SbH7LETE B.00C ND 14 713 73 '6 4 - - - to 11 7 ZS S 35 - - tt 0 53 a5 13 - - - EONBTDIENf INTO STUCCO SHALL.BE PF700TTED.1/P 6-20 SS ILIOI4Ni:SC3tE'r USED SFSIlt BEI 1/2'LONG WM31W S/40UiD SIIICCJ T4-1 12 B 6S LS - - - 1'4 122 "S 7 SS i -74 93 7 SS 6 43 - - EAST•AND 1'LONTMUM FOR WALLS WITH NO STU(CO. 13 B5 53 1 - 14 12 9 7 6 43 - - 14 11 7 SS 13 3S 74 }2 10 9 7.5 - _ - 14 72 10 0'65 S - - 14 12 6 6 S 4 - B3)IN CAS=THAT PRECA.'T STONE.PRECAST CONCRETE PANEL:,.PAVERS OR ANY VD4M BE FOUND ON THE DOSMO WALL OR RW$ 14 1 7 S 3b - - - 13 93 163 5 4 3 - - TO 75 S 4 3 - - - ANCHORS SAL TE LONG EHowt To RFAcH THE WUN STRUCTURE wiNo 540 WALL rNTS I:.ANCHORAGE_SWLL eE AS t16T=xm ON 14 11 73 53 - - - - 14 1151 9 6 S 4 - - 15 95 i 6 S 4 4 - - NOTES B.7)a i33)ARQTE.FiHi RSS7ALU71OT6 CH VINYL 5(DWC OR DFS WIRE OR W1[Is01JT META.SMAS DOINRkT T1It5 EHC9iEDi. OS a 5 - 14 12 6 BS 5.3 4 - 13 19 6b 5 4 3 FOR tNSAUAIDN INTO DFS WAIL MEtAL STUDS SEE SHEET 20. 14 12 9 7 6.s5 - - 11 LOS 7 SS 43 SS - - C ANCHORS Sx-,L DE PNAAIIED rotim NG ALL OF THE RECOYuD-trak ns ANO%ECnCATONS OF TIE AC OR5 WNUFA-ftOW. t2 9 0 43 4 7 3 9 T 43 3S J I) 14 l6 - - - - - 14 LOS 7 53 43 - - - 13 85 53 43 n- - - - (0) SEE SCHEDULE BELAW FOR EDGE DISrmm(EOJ VETSUS SPACUD RELADON510P FOR AN Ham 93 7 45 - - 14 13 73 0 S 12 9 0 4b 4 12'-0'14 12 Io - - - - - 14 12 0 sd 13 - - - 13 10 65 5 4 - - EDGE DIST w VERS c SPACING SCHEDULE roR AN HORS• I3 6.5 a - - - - - 11 6 53 4 4 - - i 0 6 4 3 - - MAIM"ANCHOR SPA GNCS AZE VAUD LTM LOGE DISTANCES M CATLD BELOW.FOR E O LESS THW TME BDQUED,R LDUCE APSOR SPACOC. 1S 45 B - - - - 13 93 65 5 4 - - - OS 8 5 4 - - - - EUY NULTIPLYMC 91ACpNG SHOWN ON SCHEDULE BY THE FOLLOWUD FACTORS - 14 fob 7 53 4.5 - - It 0.5 55 43 33 - NFDUQU SPACING ODOAINEO(R2NG FA-"IOIR 9451E NDI BE LESS THAN LOMOUN SPACWG DIMMED rOR EMN VIC11OR TIRE. 13•_O•14 12 - - - - - - i♦ 115 7b a 5 - - 12 9 8 IS 1 - _ - FACTOR Ob e - - - - 10 T3 5 4 3 - - 75 SS 4 3 - - ACTUAL 23 as - - - - - - tz 9 6'45 a - - - 95 7 8 4 - _ _ _ � TAPCON TA05CORA WITH ADVANCED, AIL POINT SOLID SET BLUE TAP W/CAP TAPPER+• 8 c - 13 93 6b 5 -t- - - as 73 5 . DICTANCE Ttltt£ADFDRIA IECEDN01-OGY USN.SPAC04O 14-0' 14 12 - - - - - - 14 LOIS 7 33 - - -.7- 11 8.3 Sb 45._ - - E0. MSL SPACWG..r MDL SPAMNG-r WN.SPACWG 3 1/2' NTL S'AONG a r 3 JL4' 4' 1D 7s=- - -- - - -..s _� 43 u - - - - 7 s is 3 _ - - - 1 HV B D W cDN�¢rE a two tnA� ur>�E7L I3mc POURED mNCRE7E a Potsell awcan a wIrRD @ 11.5 0 - - - - - - it a S5 45 - - - - 0 6.5 4.5 - - - N HV WCo�,NL.� W Ea.3 1/1'IOL M.2 1. CONCRETE]LL1� CONCRETE BLOCK L°L ED.3 I/Y CM-2 1/I 7.3 - - - - - - - 12 D 6 - - -I- - 93 7 43 - - - - - - - u tp e s BLADE WORKING 2%2' oaf t o _.- __ .___..... 0.0 1.o o.�a T,a 15'-0' _ _ _ _ _ _ 5 J - - - - N UNISON♦ - _ _ _ L - - pbas20.71 ost 043 -0' t4 _ _ _ 25 es s - - - - - to 73 5 _ _ _ _ _8 1 6 4 - 6 ab 3 1 1/2' 035 95 ' - - - E517 7 s - - ° ` - " - - - 110RIDA BUILUNG CODE(Non High Velocity Hurricane Zone �•�A�( A.TIL(/r Ao,,� ®20)5 EASIER{NETA.SUPPLY,INC. rENse'✓y BERTH HV,-.t '-% /I�DE=oNS. ,�.S.s®A. Accordion Shutter System *= EUV.RADE#i W/OR W/O KV.VAMW H.WE American Shutter Systems w3cm7lw wTE I5y 9N rr uL ,�M OF F' TiWT TESTING , EN(1NEERTNG COMPANY Association, Inc. I OLD 11-182 4/13/151 DAtC 4713 15 A .11 RA 4315 N,@.SBLA.^w,,24.JOT.11P7JM O5RD0K,FLO9C5 371 P@9rt6:(3Os`At71_i53a.Fox:(Sra)B7/_753i Ar2E(j WOSIFOOdS Drrve 2 1 0R�. ALT --t•.2xcc99d.cml D.R::1ViT3G No j;C�p�� EB-OCC6719 West Po1m Beach, Ft 33407 s ......••EA�� rJ-OSS A, SiflNA1- AA 1+(21IIR A IOLR Jr.P.E. 4 �---SH,.ET P.E. S'1 JSE�NNATURE/DATE nxRm Uc.1 4167 s SHE Er 13 OF 20