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HomeMy WebLinkAboutProduct Approval fessional i'SOtdda ~ d BOS Home i Log In User RegWration Hai Topic Submit Surcharge Sti M @ Facts Publications € FBC Staff t BM Site Map t Links Search Br�unjsinesppj' ,. I I Vfessi l PER:Pub Approval p USER:Pubic User Regu atioln 1RFA! Prated Anorova3 Men-?,PrOdUCtOrApplication Search>Aonl{cabeA list>AppHc.0 n oetail a 7 fNOME� FL# FL38g- �q Application Type visna JUN 2 9 2EIS� 16 Code Version 2014 Application Status P E PS Pili ITI"M C St. Lucie County, FL Comments Archived Product Manufacturer American S hutter stems Association,Inc. Address/Phone/Email 4268 Wesb oads Drive West Palm Beach,FL 33407 (561)209-3263 bfeeley@e stemm aol.com Authorized Signature Bill Feeley lrodriguez(weastem metal.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Zhulte7' Subcategory Compliance Method Evaluation Report m a Florida Registered Architect or a Licensed Florida Prolona Engineer Evalual ion Report-Hardcapy Received Florida Engineer or Architect Name who developed Waiter A..,nBlit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accredits on and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.K i azevich r PE I.:i Validation Chec Idist-HardCopy Received Certificate of Independence FL389 R8 COI KV ACCOPE)ION CI NONHVHZ.Qdf Referenced Standard and Year(of Standard) StandiaI Year ASTM E-1 386 2005 ASTM E-1 g96 2005 ASTM E-3 30 2002 TAS 201, Z02,201 1994 Equivalence of Product Standards Certified By i Sections from the Code 1 i Product Approval Method Method 10 Dtion D Date Submitted 04/29/201! Date Validated 04/29/201! Date Pending FBC Approval 05/07/201! Date Approved 06/22/201! Summary of Products FL# Nodeil,Number or Marne pion 389.1 389.1 Bertha HV Accordion Shutter- I dedlalumi.um Interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- ( op and ottom)for storm protection 086 r Limits of Use I Insttallail YAStrUCtiOnS Approved for use in HVHZ:No L389 d8 IT A S C A INC. df Approved for use outside HVHZ:Yes 'Y'erifted :American Test Lab of South Florida Inc. Impact ResistarW.Yes -reated Independent Third Party:Yes Design Pressure:N/A vacua ib,ly n Reports Other:Large Missile Level"D".Max span Is 12'-7"for 35 psf R389 8 AE A.S.S,A.INC. P,E.R. DRWGJ5-Q86.pd positive ASD load and 13'o-0'for 35 psf negative ASD load Zrented by independent Third Party:Yes the HV3 blade w/o window blade5'-2'for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,W-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. 389.2 Bertha HV Accordion Shutter-Blade lixtrudealuminum Interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg I5-085 Oop and lbottom)for storm protection I LimitsLimitsof Use 3 nstallaf"M]Instructions Approved for use in HVHZ:No :L389 P8 If A.S.S.A.INC- DRWG.15-085.od Approved foruse HVHZ:Yes lerified By:American Test Lab of South Florida Inc. Impact Resillr es -reatedby Independent Third Party:Yes I Design Presse T-N/A I valuation Reports Other:Large m Max.Span is 16'-0'for 30 1389 FB AE A.S.S.A.INC. P. .R. DRW-G. 15-085 HV. d p.s.f negative ASD load depending on centermates;and -reated by Independent Third Party:Yes locking rod configuration for the HVI blade,W-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 HV1 and HVIA working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-I Otrudell aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 Itop and I bottom)for storm protection Limits of Use 'flit Approved for use in HVHZ.No 1_38 --In instructions- QRWGJS-08_4-RQ 9 R8 IT A.S.S.A.INC Approved for use outside HVHZ Yes rifted jBy:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A luat an Reports Other.Large missile.Max.W-0'span at 30 p.s.f ASD load 9 11.8 AE A.S.S.A.INC. e-E.R. DaM.15-094-12d U for Blade I and 18'-0"for Blade 2.See schedules on sheet ;Created by Independent Third Party:Yes 12,25 and 28 respectively contact th a *:-.1940 No"Monroe Street.To�ahassee FL 52399 Phone-&50-487-1 24 The State of Florida is an AA/EC0 employer.Cgo -ahl:2007-2013Stall of F7)ddE[..: t 2rpmo�ffwnt::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public rewrds.IF you do not want your e-m:I address Tka-d in response to a public-recards request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any I Please contact aso.4s7.1395.*Pursuant to section 455.275 oda da Staletes,effective October 1,2012,licensees licensed under Chapter 4 5,F.S. provide the Department With an email address if they have one.The =esoom emalls Provided may be used for of communication cDounication with the licensee.However mail add m;sw 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 avallabielto the pub ic.To determine if you am a licensee under Chapter 455,F.S.,Please dick Product Appri walAccepts: GENERAL NOTES: 1.BERTHA H.V.AGCORO]ON SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p �• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COM FOR A BASIC WIND SPEED REQUIRED TABLE IRED BY THE JURISDICTION WHERE SHUTTER WILL TOF CONTENTS BE INSTALLED WITH A DIRECTIOhWM FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER 70 VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 70 A.S.D.DESIGN WIND LOADS AREA-.L- HV BLADES(D& BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS AE USED IN THBR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEIN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38--44 SHEET 4 ATL REPORTS: . TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(j) 10214.01-03.10715.01- -0AS 03.11004.015,11214.01-05. /0317.02-08•(0609.01-t0 AND}0210.01-11 PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 ApFA•7•'ull RI enK n AND FN WINDOW BLADE A AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES t•2&3)&11220.01-10 A9 PER TAS 201,203&203 PROTOCOLS LARGE MISSILE C_ ERE_APPLCABLQ -HV WINDOW BLADE m 10505.01-OS AS PER ASIA E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCQL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV SLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORT(IN UNISON WITH EACH OTHER UNDER THE GENERAL UAITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/8LACK SHEET 7 E DETAILS 3.BERTHA H.V.ACCORDION PINS(FIV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14X2.73'AND 114x1.75'RESPECTIVELY,410-Hr MINIMUM SERIFS CENTERMACENTFRMATE FTERNA HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kel YIELD STRENGTH AND 180 Mel TENSKE STRENGTH.PINS SHALL BE COATED WITH BERTHA HN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED ALLTERNATING DETAILS W SHEET 9 EW COATING APPUCATOFM REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV mAFmG ON THEIR HEAD. END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 4.AALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER/S INDICATED ON SHEETS 2 D 3.MINIMUM YIELD STRENGTH FOR 6083-TS ALLOY IS 30.0 k9 AND 35.7 9W FOR LL SSAND MAXIMUM SPAN TABLES SKEET it 6005-75 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SFiFFT 12 5.ALL SCREWS TO BE STAINLESS STEL.3D4 OR 318 AISI SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ked MIN.YIELD STRENGTH AND 90 kFA MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 SHALL SIWCOMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 Iml MINIMUM YIELD SMENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE fDLLOMNG SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADE(j): 12.13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE 4D&@ WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 •8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEAM A U.S.PATENT 18779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PMT BY U.S.PATENT 15.458,179 ISSUED TO EASTERN METAL SUPPLY.INC. ' AREA 3. HV UYINDOW BLASE fQ ONLY 9. IT SWJL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCNRE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR N SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONYACT WITH THE BUDDNG TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND ND AREA 4. W WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HN AND HD LOCKS 1t.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHURER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA EULDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.80"H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATE)IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED ELY THE JURISDICTION WHERE PERMR IS APPLIED TO. •13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIOED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. RESPONSIBLE SIZE SPE IFIC PROJECTS SHALL BE FOR THE PROPER USE OF T14EMP.E. ENGINEER BY A FLORIDA OF RECORD,ACTING AS ENGINEER DEEGA7m ENGINEOR ARCHITECT ER TO T LL ARE D.ENGIME THE NEER R SHA L SEER OF R U&3AR TO OTHIS LATTER THEROJECT AND WHO WILL SSITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OFT PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. TUE C O ime, A■S■S.A■ Accordion Shutter System �; o•' Wv- H.v e(aDE#t w/OR w/o KY.N1N70W BLADE TILLIT TESTING & ENGINEERING COMPANY American Shuffer Systems DESCRIPnDH DATE DRAWN BY: N.L 7*� ABSOc(atLan. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 OF,,.. e351 RLN.Lam.St.Sta.305.WIS M GMEW.FLORIDA 3318 ¢'Z68 WeStrOOd9 Drive 2 Phone:(305)071-1530.Fbx:(305)871-1531 DRAWING No .`� o-man:h7tacoocal- West Palm Beach, FL 33407 S 15--085 s/ANAL EO Vi%O`N WALTER A WT=67I Jr.P.E 4 fit,, 1 %%% ` FLORIDA Uc.1 44167 5 SHEET P.E. SEAL/SNU V'URE/DATE 3•.FOR nviB.N BLADE °B c• VARUS 1.91 11_491. N °. 4.371 \r� 1.857• 4.999' s 1 HV SOLID BLADE .37• ®HV 90,/_1 8(r STARTER 3O HV UNIVERSAL FLOATER s QUAUFIF� ?R USE W/ COVERED 5458179 QUALIFIED FOR USE W/ HV BLADE ® W BLADE 1 HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-Te ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3.22• 1.500• 7 2.670' .656' .000• ry 670' 226" N 72 642 - 4,436• • 12• n • '-- 0.07•' HV ADJ. ADAPTER. /UP ,920 QUAUFIEO FOR U E'W Hv ®HV WALK—OVIER gO HV TRENCH TRACK 65' . 6 HV ADJ. FLOOR TRACK QUALIFIED FOR USE w HV 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AFb TEMPER BLADE( ONLY. 1� HV RAINOUARQ BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U,AE W/ HV 6063-T6 ALLOY A D TEMPER VARES m 1.938" BLADE W t• ,.9,5' ? VMIEB 1.936• 6063-T6 ALLOY AND TEMPER gaM. aM. 71 g 1.917* Y x83' .100 .128" "_o .60 6 .060'• 670 •�1 n r, 4 670 Less" 870 � 5 a 5 3• 7 r. 11 HV CEILING'HEAQER HV HEADER/SILL Q HD CEHJNG HEADER/SILL Q�IFlEO FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W� HV BLADE ONLY O 6063-T6 ALLO AND TENPE QUALIFIED FOR USE W/ HV BLADE 1 14 HD WAIL HEApER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY QUAUFIED FO-k USE W/ W 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t X MN.Y ICi t 2• 2' 0.125• Q 2' S•MAX. 1/81 i/8' 3' 3' 0.090' IB 2' 5•MAX. 0.192' 0.192• 10 1®SIDE ANGLES QUALIFlW FOR USE W/ NALUMINUM ALES 2.5• 7'MLA. 0.190' 0.190• FIEDFOR 2AJC �USEW HV BLADE 01 QUALIFIED FOR USE W/ HV BLADE(D 6063-76 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' S•MAX. 0.139' 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ®2015 FJSfERN METAL SUPPLY, INC. T.. 13MR rHA TM '��cENSF /► S A Accordion Shutter System LIE O N C. H.V.BLADE#1 W/OR W/0 KV.WINDOW RADE •i is z American Shutter Systems R DE9oRlPnox DATE DRAWN BY: M.L /'V"� = TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 VATE: 4713/15 $TATE OF w else N.W.3004 se,St..30.MGMcA ma S.R.oww 331 4268 Westroads .-.,. Drive 2 DRAWING No Phano:(305)871-1530.FBM:(309)S71-15313'1' n:uR.�.®.o1..om West Palm Beach, FL 33407 3 15-085 ®-00007,9 4 WALTER A.TnuR Jr.P.E. s SHEET P.E. � 1/ft/Gli1'TME/DATE nnRmA u<.1 44167 6 2 OF 20 . 4.6 B 9" 1/4'-26x1/a f1F-2 6 ryST a 6 r 1 EA0 READFD 0U 0 E8,M"2.9• .745' 1 B.S.M.& LIMED'PNNrED 2 T1P. r14iFADCO 016 CASs Bey' %i_ 00 t ) SAM P M MEL6tltfD PlSMED.082 . ri 7S, 3 ` m (CM014E7w) 21 HV CENTERMATE ,� QU FOR USE W/HV 8lAD & ) ONLY AELF1FLOATING '• z ~ HV LOCK @ HV EGRESS LOCK 60 - MPER QU EO FOR USE W/ HV BLADE 1 & i ONLY a a" o ' QU /HV QUA11FlE0 OR USE W/HV 6463-Ts ALLOY nt+o TEMP BLADE(D& ®ONLY. BLADE C & ®ONLY. LIFIED FOR USE W/ HV BLADE t ONLY 250`O.D. AN 674' 6063-T6 ALLOY AND TEMPER 76' - 18' PCMoLD HFF9 1.7 B" 82 2. MOLDED TD 1' 4.045' SCREW 2.0111. 1.753' O6 q60'Anm RIVERNO 1/4"@-20 x 3/4" BEFORE wvETtNG S.S. THUMBSCREW I XO-20 RIVNUTe " *SER1E5 8444 ALW?ffM(2024-T3 AIM LARGE FL"E WN T 17 m gg I 2. SHEET NUMM.PART/0820,AS MANUFACRMD BY AVM /��, PENT +'Y FROM ELEVATN.IN (778 i'IV �L "TACK CENT � 5 ` CHERRY TEK70RK F+AMPPENY,NEW dFR"aLY 07054 OR EQUAL '} LOCKER FOR "T" LO{'rjL E Q�®[g C�QUAIIIFIED FOR USE W/ HV BLADE t)ONLY HY FEMALE "T" LOCK CENTERNAT ® HV "T" LOCK HV AITERNATIVE- QUALIFlED FOR USE W/ FIV BLADE 1 ONLY 6083-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR US£ QUAUFIEO FO&USE W HV 6663-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" W/HV BLADE 01 ONLY. GLADE 1 ONLY. 1917 3.161 .063• S D THUMBEURN .214"' .063 -062" CYUNDER OR 314' .- KEY crUNDFR 10 0.678'On. o .4 .125'Mm NO LOCKING ROD �? HD -CENTERMATE, W/ LQCINGAQp o a QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE(1 & ) : 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER U SKRT � VARIES 12•MIN. QUALIFIED FOR USE W1 HV BLADE 1 &vim' I-26&s.OR 3/0'I-16 6063-T6 ALLOY NO TEMPER t4E DEtn0�B5CRETfS tl/2' THUMCYUNDER OTURN A:15• DQ OR w Y .5 Min CYUNDE'R t��HV 0L2ADE0 .788 Max. �f D LOCK ,CC��QUALIFIED 6063FT06 ALLOY ANDTEM ER HV s/8"0�� Ate` x �c pI�D (�g" -20 AISI 304 BY RECENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. L� tZ5JINSTALIATION WILL REQUIRE A 7/16" HOLE THUMBS(EREWS !I. I aS 3Si• THUMBSCREWS QUALIFIED FOR USE W/ W BLADE 1Q& d O ILLED AT TRACKS FOR PROPER EMBEDMENT Q t 01 QUALIFIED FOR USE W/HV BLADESQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `�t�V����,.�••�.,• J�/7j�6 m 2015 EASTERN METAL SUPPLY,INC.BERTHA NVTm Accordion Shutter System H.Y.BLADE#1 W/OR w/0 TLV.W DOW BLADE American Shutter Systems "F TILLIT TESTING ENGINEERING COMPANY 0Cw_%Pn6N DATE DRAW" Be e e M•L %'�„9,.• � w•` Association. Inc. f OLD tE-292 am N.W.3mb.st„St.365.VM(MLA"Mm RD M 3319 4f i3/l5 DAM- 4/13/15 Phene:(305)871-1530.Fax:(305)871-1831 4268 Westroads Drive 2 Sim"�. � _m-aoao�00._m West Palm Beach. FL 33407 3 -DRAWING No //lll LV WALLOP LkP ITjT 4J1i67, 8SHEET 1 J^VC3� ��. IutoivaLL a SH 3ET P.E. SFAL SIGNATURE/DATE SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/6.0 12'MIN. CE HV 41 4D TO BLADE P 1A 625' Q BLADE 1 LADE a7s• Nv xnNDow sso zs• Y-x .as2sM .de2sI' ® W BLADE 1A ® d• BLADE'S •P OPEWN1875' Y HV LONG RECESSED NYLON BUSHING n KNUCKLE 08250.06 ® N o m HV SHORT RECESSED NYLON BUSHING o�Z FIAT PORTION R7.,7f// ,3 • ® W NYLON HAT WASHER (DOR ® N� / N ® W WHEEL CARRIAGE AISI 302-303 SERIES I q • 4 So' X 0.870"x3/16'THICK NYLON WHEEL 3 1 ® `v z 7/8•MIN.CLEM HV wIN00W '�- 315"0 S1PAWITIN 63. 3.7500' 0.188"0 AISI 302 SERIES S.S. RIVETS I BETwFFN • 12 ,0626' ® W 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENINGS N LADE 5 3/q"S " o- �i -21/4- 13-- 7F�6EVATM ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 q o $ �4- 's POLYCARBONATE IMPACT RESISTANT HV WINDOW BST - TYPICAL _HV WINDOW BLADE AND ® 3 POLYCARBONATE W WINDOW DETAIL jra � 4 or ® n N.T.S. 3 NOTE FOR I *POLYCARBONATE IMPACT RESISTANT HV WINpOW UIREMENTS) (DOR ® I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 12' [IN. MIBLADE ME INNOVATIVE PLASTIC LEXAN 103 RESIN * I Q OR ® I 1 (SEE NOTE "F" ON SHEET 19). I o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR � POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR EXTERIOR APRD4AE IF93 HV® BLADE. TYPICAL SHUTTER ^ Tvprx 1'ROPaRfES SOaonrfl .on s�Praa Nv PIN�2 0R®AT 'Faa�1® (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EKT TOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oo.32q• (SEE NOTE i FOR "Ear°""" �"'°1°' °'a1°A" °'0u DM BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 0 " O REQUIREMENTS) TENSILE YIELD STRENOTH ASM D= 6,400 P+1• 0=P.I. TYP. FIE%DRIL STRO M AT V1E O AM D780 12600 P.J. 13.400 P."1. (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 FUXLWL MODULUS AS711 D1D0 mow W. MAW P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B> rWADO NOTCHEDIIDD AM M% 15 FT-,b/M 17 FT-Z&SHEET ® Suaa:DOWN Asn D7613 as X °4.5 X MO! NEL CARRATE OF OL904M Asn Dace G-1 C" o-1 OASS sap IfNUM ASIM.DID20 1°10 T 08°'1 1 AMM 0155 TENSILE STRO M AF,EA MFA ASM 610 D302 P"J. 8°10 P."1. n HV BLADE SOLID & (A Hy WINDOW BLADE DETAILS TEN=�BUM" AM 08 801 680DP•°` N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity hurricane Zane �%���7`"ER A. ..IM'i4 ®2015 EASTERN METAL SUPPLY,INC. BER _ IL EC O-�w�. A■S■S■A■ Accordion Shutter System H.v.BLADE#t w/DR w/o H.v Wltaoouv t?t�E TILL! TESTING 8 ENGINEERING COMPANY AmeFlcan ShuNer Systema EV. IxSC6Ip1x,N 1Mtt DRAWN rTr: M.L. JJJJTTTi :'k ,Aiaociatton. Inc. 1 OLD 11-tsz 4 Ta 1s DATE a u/1s ATE OF Dass N.w.351A Sc,6Te.3D5.VIRG064 wmENS,FLORIDA 331e 0 _ Phan:(3°5)871-1530.Fax:(305)571-1531 4268 Westroads Drive 2 DRAWING No F"•.. ORION .'t4 a-ma@ UKecoOaoi.cam West Palm Beach, FL 33407 s 70 C'j9F,�`\ WALTER A°7°I°IN1Jr.P.E 4 J�C(I35 '4y NAL VA `Np Flyer Lia.p 44167 5 SHEET P.E. 9WkM0TURE/DATE 6 4 OF 20 QlES_jQN BY 9 AND A B C 0 N N S T U ' -0 HV LOCK B or®SHALL BE USED AT 1 f2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB W 2 F SHUTTER SPAN FOR SPANS UP TO 105',AND FOR IN ST Ti0N5 T ANY ELEVATION. HV LOCK or BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0X OR n. 1CFIVTEi2MATFS WI(2) tj4`6-20 x /2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS I OICATEO ON /,�0� TYPlCP1 SH ADON. 2. i8 w LOC® OR IgE SED AS AN NS�IDERPERFOROR OUTSIDE E OR LOOK.CO COR ONNECTION OF LOCKS 70 CENTTERMAJETWO S R n Stall BE AS INDICA ON NOTE" ABOVE . L ON OF LOCKS SHALL AS INDICATED ON TYPICAL SHUTTER ELEVATION. x - 3. = H.V, LOCKING RODS ARE N07 REQUIRED AT URRtCANE POSITION,131lT MAY 4 �°xkJ°P O1 E USED IF D IRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANIMORY CONDITION#2-ONE W LOCK AND INSTALLATIONS AT ANY ET.EVATUON.�/ 6�CK/�® SWILL BE USED ASBE USED AT RAN OUTSIDE OR BOE NER CENTERMATES FOR ANY SPAN lVF ATTACHED TO®CORNER CEN USED 1dF LOCK 4 0-20 x 1 2' AS INDICATED ON TYPICAL SHUTTER ING RODS E7.EVATION.� NQo-ate.... AT TOP I'M SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ONE ALTERNATE HV LOCK MAY BE SED IN U OF HV TOCK or FOR ANY SPAN AND \1 �E5 qg !CJ'l TtONS AT ANY ELEVATION-20x3/4"SS,THUMBSHOWN ON SECTION AT 1/3 OF$ HUTTER SPAN, 5.MAFSOATd7Y_COEm1TION ft fRKEIMM MOLAL 11 iIATIONSt ONE FTV LOCK®or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W,AND FOR INSTALLATIONSAT ANY ELEVATION.W LOCK @ or or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO fm or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 It 1/2"LONG FLAT HEAD S.S. SEE 11-iM.S. LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/0 DETAILS ON OR l TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON X L N P o X Y W X 18 ETS7YP iD h 1 FULL11 *NOTES ON NV "J" LOCK'S AND CENTERMATES: OF CORNER CENTERMATE I. d ® O}O O 10 8MUM QONDITIION Al VALM MY FOR HV-r 1= A-ANDL ONE ALTERNATE HV'I'LOCK MAY BE i IN UEIU OF W LOCKS OR FOR ANY SPAN D oa 00 6 oa 8 as + m ALLATIO AT ANY ELEVATION,AL TE LOCK Y BE USED AS AN INSIDE OR IDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LACK ,AS SHOWN ON SECTION tiVG,SHEET 8,WHICH MUST BE CONNECTED TO/CENTE1*407ES t AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8*0 x 3/32" WINGNUTMAXIMUM ABOVE LIfIElAW111 MIDSPAN.USE F TWO LOC40 RODS��TOP AND BOTOM IS�ADATORRY. OR 12' + '.!AT 8 19 NOTE! O,I 1.1ffi T�[JC W/Nn --�01OR CIA yONE ALTERNATE HD LOCK 3(�MME USED IN UEU OF <ijPCAL 1 E S U E !-E!VAT 0 HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FD LOCK Iq MAY BE USED ASIAN GSIpE 0R OUTS(6LOCK,ATTACHMENT OF HD LOCK N. TO S Wf 3�$x 3/6'F,H.SS.MS.,AND INCLUDES RE] INSERT AS SHOWN ON SECTIONS HDB-HVB AND HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPRONAL MDA BUI CODE Ori Hi-'71 elocityurdCOTie Orifi /� ®2015 EASTERN METAL SUPPLY,INC. A.S. I./�. BERTHA Ham` 11 L,1 C® e�+ . Accordion Shutter System H,V,MADE#1 W/CR W/0 HV.WWW IBLADE American Shutter Systems TILUT TESTING ffi ENGINEERING COMPANY ocsaoPnON DATE DR AWN W. M.L. STATE OF _ Day qy y xw. AS3a0fat{Ons Inc. f OLti- . , . , . 4/1365 na-, 4/1-3/1-5 Ma:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 �c Rt —..a:10cocooaoLrnm West Palm Beach. FL 33407 a DRAWING�go� srONAL� 3�'' WP�i02wa u%1Jr.P. 8 P.E. SEAC�31tiI AeR'E/DATE a SHEET 20 NCRETE ANCHORS POURED CONCRETE POURED POURED .(SEE.SCHEDULE ON OR CONCRETE BLOCK R OtlIR�E CONCRETE SHEET 13) REQUIRED -1/4`0-20X3/4*S.S REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS 17 18 FOR (SEE SCHEDULE ON NUTS/4.-20 12.O.C. (SEE SCHEDULE ON SHEET 13) IrouHnNo�ON�� SHEET 13) -- 12 GR 14 Mtn' 1/4• 0S,9/a'S.S. EQ EQ- CHINES E O USING 1/4--20 NUTS 2• --- 6 12"O.C. i/ E D,* j2. .250'Max, _ 13 pt 5 @ l:l s -- - i 0 \\ .250'Max. 0' I .250Max. ' OFTIONAL per• ' O 3 ! If WAR IV,�CE RD 1 OR @� IEXISTING__I MIN.SEPARATION TO GLASS I]OSRNG %9¢T 19 I I i I {---(SEE SCHEDULE ON SHEET 11) exaLsma 49 f•- MIN.SEPARATION TO GLASS 1 I (SEE SCHEDULE ON SHEET 11) i t a HV WALL H�'ADER iNSj (�C HV WALL HEADS IR NSTALL TA ION HV WAIS HEW I f KEYSTONE IXISTING r----- M1N.SEPARATION T8 CLASS GLASS—) A (SFT i I 1 OR 1(aI t i 1 COSTING � —(SEE SCHEDULE ON SHEET 11) 1 u..S i� ADN.SEPARATION TO GL ASIS CLASS N ITR tTAOE m = (SEE SCHEDULE ON SHEET 11)-" i ON am to tat Ifuatzma Q9 E7(ISRNt�O� OPTIONAL I ,' I � , _ N 1/4` Max. t im 1/4•Max.✓`oPRQNAL ' 13 �15 D.' - 19 1f � 13 -- EQ. EO --- 2*91/4 -- _ 1' '0-20x3/k^S.S. Min. Ea• PHILIPS TRUSS HEAD 1/4•t-1Ox3 4 S.S.PHILLIPS �.. ( MACHINE SCREWS USING CONCRETE ANCHORS TRUSS H MACHINE SCREWS CHOR5 @- /• 1/4^-20 NUTS o 12.O.C. (sEE SCHEDULE ON W/t/4'-2O NUTS o 12 O.C. POURED CONCRETE (SEE SCHEOU 13) Nin. OR CONCRETE BLOCK SHEET T3) OR CONCRETE BLOCK OR CONCRETE 13l K CRETE ANCHORS REQUIRED WALL REQUIRED D HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALIXION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (g) MY WALL SILLANSTALIATtON NDTF EDS COMESHEET 4 FOR PI SECTION — INSTALLATION DETAILS W 1 1-SEE SHEET 4 FOR TYPICAL.SHUTTEtt •E D.m EDGE DISTANCE �T ASSEMBLY ♦SEE UM ATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 19 H V H LA D E IN MY WAY TO SUN ANY wt&LATION• EEi1EN FLORIDA BUILDING CODE Nan Nigh Velocity Hurricane Zone `��p�� ••A, / 0 2015 EASTERN METAL SUPPLY, INC, ,•�yyQ. ��cENs `:��''., BERTHA HVTM Ate+ "��� Accordion Shutter System *: ME CO e� . Kv RADE AL1 W/OR W/0 KV.WINWN MADE !f /J' * American Shutter Systems DESCUF"ON DATE DRAWN Br: M.L. fl' SAT OF TiWT TESTING do ENGINEERING COMPANY Inc.� 3811,.St.,Sta las,YOMM GAFWS.FLOMX 331 AssOCIOtIORs L OLD 71-192 4 13/15 DATE: 4 T3/75 �P-•fit.? Plwnq;(307)871-1530.Fax:(305)811-1531 4288 Westr00ds Drive 2 DRAWING No ��if//t� •......-•`jy\``�p� a m®u�occof m West Palm Beach, FL 33407 3 45-085 //AAAAdrONALyEA�AP`� WALTER A TIWf Jr.P.E 4 P.E. S T"'7'9(ti0URE/DATE �oROA Ua. 44187 6 SHEET OF 20 POURED __CONCRETE ANCHORS INtL�Nu1,oR "--•' , CONCRETE- (SEE SCHEDULE ON SHEET 13) , m afss 157E t 1 OR REQUIRED119EW flCI�O� M �B OF ~ an 9RT t8 fLR tIW i I=SN=11)TIN 0, APPLICABLE EXICLASS STING OA/ismarl� \ o�x s i ALTERNA i t' EXISTING I I ANCHOR 555555'''"' I1 i GlAS LDCLRON!��rT /10x3/4'HIX WASHER HEAD3 OIt 15 7S SCREWS 4D 12'O.C. EDGE OF ONCRETE ANCHORS7 (SEE SCHEDULE ON SHEET 13) APPLICABLE EXISTING i i i EDGE OF GLASS--� EDGE OF ' 1 SLA9 IF SLAB.IF , 1/2 1 EDGE OF APPUCABLE -V14 I 4R SfPNODI41 APPLICABLEQ., SLAB IF M am Cn APPLICABLE POURED D CONCRETEIFIAT FIEND CONCRETE ANCHORS MQU11Eeugtm (�4 POURED REQUEEED (�SCHEDULE ON SHEET 14) a s+9Ni 1 OR ® CONCRETE REQUIRED D. D. REQUIRED FLAT NEAR CONCRETE ANCHORS (LEE LCHETXII£pt4 SFANC 14) I1 IRENCH INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSP A.S.D. (!� NV_ FLOD jNSTALLATItJN t THY wALX-•OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER (� H_ Y CEI IN'*1 INSTAUTION SCHEDULE#3, SHEET it EXISRND . CONCRETE ANCHORS "' � (SEE SCHEDULE ON .,. p n awl , 1 1 SHEET tO) 1 vo TIN!�TAPOM w ) 1 O _...I EXISTING -r.-•- Tomfft OY GR t/Pb ZOWERS 1/4` DaSTING Y RowwFoRld IXI GLASS CLASS '"{tom Sa�RDUtc a,tm9a3it) 1 nom, wM.¢PNMtAx 101p5�/i�'TAPM Vfi4mFDi1FJiT 6 6/ I ! ( D ; I "{(Ste sumac w tt) t O,C.FOR LP TO 5'-W SPIN AND 4'O.C.FOR SPANS LARM 1NNN r"1 1/4' 6'-O•UP TO 8'-A"VAX APPLY I 1 SBNAM IT&FR1'FA91tHER FFM (m)(SEE FM tt 014 am 11 1/2` I�3 OR 15 F °* WASHERR 14E D E' 'o DONT.SFAVANT fOR 3 8 MAX. . uvL TEK SCREWS I ... /14x3/4• Hoc HEAD , 8 I' ..�•,•• :: TETC SCREWS H c O.C. 1 8` : ...;. ,4•,�". OR 1 4.0-20 S.S.N.S. i SEE RETE OORNS 1 _ _ � �1 8x3O4•CS.D.S _ A•• -+ / '� 6 +�,�1 3/ 1/4' -•,'.,;• •••uSR�tfi'f-2G NUIS W/NUT 4)B'O.C. t ( SCHEDULE -' Mtn. ., :' `'{' �' 0 12'O.C. 1 SHEET 14) 17 q2® t :•`.' _ __ JIM.______ 1 1 2' 1' 17 16• ..:2.00'MIN." w (DOOORAINE , « EDG£of / @-� +t..•• E.l?; 5W3 ' SIAD lF 14x3 4'R.H.S.O.S. , r t 7 a' 1 7/8 APP.LI(1ABLE CONCRETE ANCHORS M B'O.C. '.1 .A(M:•'. ,.y.; IEC OONG�IS NOTE 13(b) O POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(6) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 OPHOI4AL• POURED REQUIRED QUIRED CONCRETe BLOCK K ,]'ONS•idOU"NG..INSTALLARON a HV WAFLOOR INSTALLATION Q HV WALL WALK-10VER INSTAI.I.ATION WAV"WiTTER SAM,P "�'#",72 w' RMLURMOO Hv ALG ARD INSTALLATION # bm NOTE FQR COMBINATION OF SECTION * t THIS INSTALLATION SK41L 8E E D.-EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) 4R ENTRA O AN OPERABLEIXR BLADE 1�ApNNSHEET 19 F USE FOR INSTALLATION DETAILS W/ C? NV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED ����•• IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone', N, fILLrT ' ®2016 EASTERN METAL S�UPP'yLY�,INC. y�ceNs�! •s' ; i7'HA �7YTM�' A.S■S■A. Accordion Shutter System FLK 6140E#1 W/OR W/O RV.WNDOW GLADE American Shutter Systems E,,, DESCRIPTIONDATEDPAwN a ua TIWT TESTING 8L ENGINEERING COMPANY -CF TATE OF .w 5155 N.w.381tw St.St.305.N66mN GNNOiSe Fi.ORDA 331ff Association. Ino. 1 OLD 11-192 4/13 15 DATE 4113715 i 'E4r'c Phono: 5)871-1530.Fax:(3D5)871-1531 4268 Westroads Drive 2 (38 a-m Es-+a siS1.� DRAWING NO Wes! Palrrt Beach, FL 33407 3 'No SIONAI-'�,0 WALTER A TIUfT Jr.P.E. 4 15'-0$`55 PZSF�C'f31'tVA`&IDATE FLORIDA U..1f 44167 5 SHEET e 7 8F 20 ..{� SEE NOM ON LOCKING RODS Q,HW LOCHS2Q or 5 �^1 1,� INSTALLATIONS W f 1 HV AND ATET�TE W LUCK 0 O SHEET S. OUT 9 I N i EXISTING S **8LN1E 5fAC1(DETAIL FIVE IS vAUD FOR ALL rJ BLADE XLj Hy CENTERMATES cENrERwATEs APPL(CA m WRH ULAVECD a1�a1Q6*Uj �C®��10+ 3 OR SEE E�{�j WAt3 CONNECTION —.` EXISTING GLASS ' Q+O+©-@-0 © Q Q Q Q ® .—�.--- -------..-----_.----- -- ._1) + 8441 ♦ 8m $ r � _... —_.-- 2'6 /8•x0'-2 f I $Q+Q$'pt�+I aa�r� 3 1/4" 7" 6 1/2" 7" (e0D3-T8 N1A1�ALUM. ANGLE W(21 1/+•+TA CCON 1/2. 010.0 OPPOSING SYMMETRYCAL rwc TO OTTOM)A CENTERMA ES (TDPIS TTOM) C ES (+11fo:1/z•s.M.s.TO 1 = /foxsaR FULL LENCHT. ° 69 OC MSETOSCHI,gES AT EACH ANGLE r3 I 3 * ON sHEEr 11) 5 .�� * 1 1 j � ------ Ile a oxi�atQ+ 7Qaea 10+�m ,� OUT HVC HVA HVB POURED CONCRETE OR Q ��./ �°+\:J O+l."Z•�I EXISTING GLASS 6 + + 10.10. © J' ECRM eiAC1C WALL V Q Q Q � �— ____ °R ar as GLAss ,� � ,� SYMMETRICAL �+ 7�+��T6 + 72*®«+ —�—_--- _ _$ +�`"`4'/+Q�'�:J-@ J�� CE E ES L_I N �s ft p at�jQ�+fI A'�}a+/@+1@'Sj p1 MINTO GLASS ON CJ LE LQOJWONIERO toR) +�r°R V'``�✓aRvV+�t1v (ONN SHEE EET 11) MIN.SF�ARATION E,� 2 (SEEOSCHE ULE IN CO%PIIONAL `X ON SHEET 11) (INTERIOR) NNI ^� �+ '^-Vkj/T-''j OU1 _—..—..._ -_-"—__ --_.—.--._ _..___,.._�-�_ -`-CONCRETE ANCHORS VARIES / I D.C.. DD * 0 D 1/2•MAX.SLACK OUT (EXTEITIOA) HV E H V F** HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \\\\\11111A r'ry/IIAj�� 8 2015 EASTERN MEW.SUPPLY, INC. �ni�UT�'%. _�.,. BERTHA V ' E/ErIC C MHC. A■ .SQA■ Accordion Shutter System H.V.BLADE#1 W/CR W/0 N.V.WIDOW MADE ! *' An'IeYt00n Shutter SYStGMZF Ey, DES"R IM DATE ORAMN 8Y: u,L. �k t TILLIT TESTING do ENGINEERING COMPANY ABsoataflon. Inc. 1 OLD 11—i s2 4 13/15 DATE: 4 U/15 F �S a3%N.M.aft.St.SN.3p},VIRCM CAROM F7.6 VA W1 Phana:(305)871-1530.Fax:(509)871-1531 4268 Westroads Drive 2 DRAWING No .—M.R:D c.,_io West Palm Beach, FL 33407 3 1 G . -0008710 ....r``�\*\�� WALTER A.TWT TT, P.E. 4 !5-085 it'Ii2E/DATE RP"a'U.t 44167 5 SHEET 0 8OF 20 i POURED CONCRETE URED CONCRETE POURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WAJI.REOUIRED REQUIRED �IXISTINO GLASS EXISTING GLASS _ 2'MIN EXISTING GLASS CONCR&E ANCHOR EXISTING GLASS _ ®16"O.C. —r IAN SevitAtION 'r[- 1• rr 2'MIN. I — TO CLASS(SFE MN.SEPARATION TAN.SEpARxnGN MIN.SEPARATION SCHEDULE ON SHEET TO GLASS(SEE TO GLASS(SFE EO EQ TO QASS(SEE It FOR BLADE ONO SD*DIAE ON SHEET SCIIIE U E ON SLEET SOIMUIE ON BEET 1/16'x3'MAX. ON SHEET 19 FOR 11 tUR BLADEGAND A 11 FOR DADE MATO 11 FOR MADEmAND (6063-T6)CONT. K;X50&® ON 5t1EET19 FOR 1/2' ON SHEET/9 FAR (LOCATE AT ON&TET 19 FOR ALUM.CLOSER / \ MAIM(1)&(9 � 9Avo(D'. EITHER SIDE 1 9ADES(1)& PLATE.((LOCATE 1/2 OFQ) AT ERHERES IE MIN \ i 4 USE 1'OR 2"MAX. 1/2'MIN. _—_—_ 110x1/2"S.M.S. I ----- AL INUMCABI.E)ANGL/6•x0•_2• ALUMINUM CLIP ANGLE 1 110x1/2'S.M.S. ® i6"O.C. (6063-T6 ALLOY)AT MIDHEIGHT ®18.O.C. ` 4 (2)1/4b1TAPCONS ANCHORS TO 4 �i WALL AT 1.O.C.(LOCATE AT SEE DETAIL X FO 5 OR SIDE CONNECTION DR 1l�' EITHER SIDE OF Q) 1 OR l� • SSEEDETAIL X FOR 1 0f2 `(r TO TRACKSO7ETAIL X FO x¢ ® SIDE CONNECTION vSEE D -0:@- 6 •®w SIDE CONNFFC77011 6 ®'-®w t TO TRACKS w w 6 7 B *®"� ®-®•0- •1IDw TO TRACKSgNQ Bp.®w®•®-®•®-� OB•®-®•®-®•®-®•® END SONNECTION DETAIL END CONNECTION DETAIL Q ENO CONNECTION DETAIL 2Q 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR IXNC 15114 EXISTING GLASS CONCRETE BLACK WALL GLASS 4 REQUIRED 11 1/2•S.M ---- ------ ----- MN SEPARATION y `L_____-- TO GLASS(SEE a 16" 'C• WN SEPARATION D - 6 OR D RoOR 1111 FOR EBADE® CONC ETE 1/2"MIN. SGH I3XW ON SHEET TO GLASS(SEE I �'-'-'-'--'� ---- @ OR@pq(qOR@ ON SL- t9 FOR ANCHOR7.0 11 FCR BLADE a)AND 4 ----- ---- CONCRETE 13Nk5®@® 72.0.0. cJ �B1A06®&(� ------ OR(g 19 FOR MCHOR 16' 1 2 MIN. O.C. - - _ pgnOR�oR 2'MIN. 2'MIN. tE LWEE E�BAONN HFPT 19 FOR @OR®OR(qOR@OR@ hili--L 5 1 OR ®' PLAN DETAIL X POURED CONCRETE OR OR - -�'0w 8Q f0•®- �a®-®O®°'©•®-®- EN N CONCRETE BLOCK WALL REQUIRED O Tt•, • e , • BLADE WIN BLADE TO O ®p1O•O ®- O•©-©O ®- ®•®-® ®w© ®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 60•®-®•®-®•©-®®END CONNECTION DETAIL© -®® FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone ®2013 EASTERN METAL SUPPLY,INC. � BERTHA TM _ /TL r A S S A Accordion Shutter System ECO 1Nt. ■ H.V.BADE#1 W/OR W/0 H.V.WNWN MADE ¢�l�^*� T1WT TESTING & ENGINEERING COMPANY American Shutter Systems EV, 2RCRIPnON DATE DRAWN BY: M.L. STATE OF I�' 5373 H.W.361h.St,ste.30.VfRCRDA DARU s.FtDRaA 331 Association, Inc. + OLD 11-192 4 13/16 GATE a/ 13a 9' phone:(305)671-1630.Fox:(305)871-1631 4268 Westroads Drive 2 DRAWING No ,c'•., ORI '��`: o871E: 000071oto-n West Palm Beach, FIL 33407 3 �5�085 �jA�(CS+•••......••`G```. EB-0000710 4 WAITER A.71LlfF 4Jr.4 P.E.njD5 SHEET P.E. S4NA'fURE/DATEiOA u°. r++167 6 10 OF 20 SCHEDULE #1 }SrYNEDtIlE 3 SCHEDULE di, MAXIMUM SHUTTER SPAN* 'L+"OR "L-" MAXIMUM SHUTTER SPATE* "L+" p}tiMUM SHUTTER.SPAN*"L+" r (ft.). FOR INSTALLATIONS W/ OR "L ft. FOR INS' GEND MOTES: ,CENTERMAl.ES,0 &g or ar ( ) R "L (ft.) INSTALLATIONS INSTALLATIONS W/ W/ ONE H.V. LOCK @ or @ or or CONCRETE& WOOD PO L+:MAXIMUM ALLOWABLE SPAN FOR . GIVEN HD LOCK e W/ NO LOOKING RODS or ONE W LOCK or or & W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. OR W NO LOOKING L-e MAX ALLOWABLE SPAR FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'T" W/ NO LOCKI G RODS of / WALL A, 8, C, D, E, M, N, 0, P, Q, As.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS TOP & (SFE NOTES t,y'1) MOUNTING F, K& L R. S. & V. BOTTOM SEE NOTES (VALID FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SKEET 7) FLOOR/CEILING G, H. 1, It, J T, U. W &X WALL MOUNTINGS(TOP/BOTtOM) OR FLOOR/CEIUNG: V"UmCONCRETE&WOOD CONCRETE&WDOD INSTALLATIONS MOUNTING RUMIR WNmiIY MNtlYIIN CONCRETE & M P> WA[L MOUNTING FLOORl/CBLINGA441 _uw -INSTALLATIONS WNL MOUNTING UVS DEAN INSTALLATIONS GIVEN A POSITIVE AS.O, DESIGN PRESSURE RATING, PATM MOUNTING w'TMO & R�Ns1s PyoOR/GOING MOUNTwc DEI MINE MAXIMUM SPAN"L+'FROM SCHEDULE. t+oR J (+� ) FLOOR/CEILING MOUtmNG t« I�7 N.OGR' ALL MOUNTING DETERMINE GIVEN A EMAXIMUM SPAN GATIVE A.S.D. *SIGN FROM SCHEDULE.PRESSURE G, L+ N L- L+ L-M L+ L-(N L+ L_ 0 MAXIMUM SHUTTER SPAN 'L+-OR "L FOR 30 OR LES t61-0• i6'-0• ,6-0 t6'-o 30 ,6'-0' 16'-0' 30 161-0* y8•-0• 1 nONS INTO WOOD SHALL BE LIMITED TO FINAL MR70MUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-,0' 15'-2' 16'-0' 35 14'_70• 14'-10" 35 15'-2" 16'-10' 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DEF'&wNED SPAN BETWEEN 1+'AND 1-'_ 40 7S'-t0• 13'-10• 14'-2". 15'-2" 40 ,3'-,0' 13'-,0" 40 14•-2' t5'-2' �.��,,. �3}PR=CKJRE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" jlf-fr -4" 14'-3' 45 13•-1• 13'-1 45 13'-4" 14'-3" t HY CORNER CENTERMATE�3 MAY BE USED AT ALL OM8INATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12'-S' 13'-7" 50 12'-5' 12'-5• SO 12'-3' 13'-y• MOUNTING INSTALLATIONS,LOCIONG SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 1' 55 11'-10" it'-10' S5 11'-1" 11'-y 1' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A OWN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4• ,1'-4' -7' 12'-4' 60 ,1-4' 11'-4' 60 101-2• tD'-1 T' NOTE J5,SHEET S. RA71NG; - - - 1-11• 65 10'-1O" 10'-10" 65 9'-5" 1o'-1" DETERMINE;LI+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-8' 10"-6' -9' it'-5' 70 t0'-e' 10'-6' 70 B'-9" 9-4' L2+-MAX.SPAN FOR FLOOR/CVUNG MOUNTING 75 y0"-1- IG'-I- 10'-4' ,t'-1" 75 10'-1' f0'-1' 75 - W-9' j"t EXCEPT THAT MAXIMUM SHUTTER SPAN 1+`OR INSTALLATIONS. 80 9'-t0 9'-10' 10'-0' 10'-9' 80 91-10' 9'-10` 1-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.O.DESIGN PRESSURE 85 9-6• s-6• s'-9• ,o-b^ as s-6• 9-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOW RATING: 90 9•-3" 9'-3" 91-5" 101-1" 90 9•-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE 95 91-0" 8'-9• 9'-2' 9'-10" 95 91-0• W-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WNL.MOUNTING INSTALLATIONS. 100 8-9" 8'-4" 9'-D' 9'-7' LIMITED TO+84,-72 p.s.f. AND W-0"SPAN, SEE L2-a MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8"-4' MOUNTINGMOON SHEET 7. INSTALLATIONS. 105 W-7' 7'-11• W-9' 9'-4' 105 8'-7" 7'-11' 110 8•-4' 7'-7• 8'-7' 9'-2" 110 81-4• 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2• 7'-3". 8•-4' W-11 V 115 8•-2• 7'-3' MINIMUM BETWEEN 11+',•L2+", "Lr-"AND'T.2--" 120 a'-o• W-11' e'-2" 81-9" 120 W-0• W-n' SEPARATION TO GLASS S SCHEDULE 125 T-10' W-8• 8'-•0" 8'-5• 125 T-10' 8'•-8' (4)ALLOWABLE SPAN AND NE00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABNEGATIVE A.S.O.S DESIGN 130 7•--8' 6'-5• 7'-10' B'-1" y3D T_B• 6'-5' ���� PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7•-7• 6'-2' r-9• 71-s• 135 7'- W-2• WIND ZONE MINIMUM I SPACING. 140 7'-5' W-11" 7'-7" 7'-6' 140 7-•-5" s'•-1,• ASTM E-1996 SEPARAl10N 145 7-3' s-91 7'-S' 7'-3" 145 71-31 51-9' TO GLASS 150 7'-2• 5•-.7" 7'-4• 7'-0" 150 7'-2' 5•-7' 155 7'-0' 5'-5' 7'-2• 6'-9" 155 7'-0' 5'-5' 1 THRU 3 1 160 W-111 5'-2" 7'-1' 6'-7' 160 6'-t i" 5'-2• 165 6'-10" 5'-1' 7'-0' 6'-4' 165 W-10" 5'-1' 170 W-9' a-11" 6'-11' e•-2" 170 W-9' V-1 t• . 175 6'-7• 4'-9" 6'_e B•-D". 175 6'-7" 4 H V BLADE 180 6'-6' 4-8• C-8' 5'-10' 180 6'-6• 4'-8' 185 6'-S' 4'-6" 6'-7' 5•-8' 185 6'-5' 4'-6' 190 8'-4' r-5' 6•-6" 5•-6" 190 61-41 4-5- 195 6'_3' 4'-3' 6'-5.' 5'-5" 1 195 6-3" 200 8"-2' 4'-2• 6'-4" S'-3' 200 W-2' 4'-2' 205 s'-," 205 e'-1• s-," FLORIDA UUI D111 CODE Non High Velocity Hurricane Zone 111y1HIt1IN1}}}}/ 0 2015 EASTERN METAL SUPPLY, INC. ``�.��'R A.TTL(/Nz B TM ' i L E C is �,�. A■ ■ .A■ Accordion Shutter System r' KY.MADE#1 W/OR W/o H.v WINDOW MAX TIWT TESTING do ENGINEERING COMPANY American Shutter Systems O• AGN DATE DRAWNSY.�y G. * * 8333 N.W.3W1 St,SW.30.1,VMW GAROD6,FLORDA,"18f Association. Inc. 1 OLD 11-192 4 13 15 DAM*: 4/13/15 Phone:(3D5)87t-,53G.Fmc:(305)871-1531 4268 Westroads Drive 2 DRAWING No �u o-mo0:toteeoOaol.e.m West Palm Beach. FL 33407 3 F10Ri0P•; �1� E13-0006719 4 15-085 /C '��RN FLORIDA WALTER A TWT Jr.P.C. � s E/DATE Ue.d 44167 g SHE1 OF 20 1,2-. . ::111 ':3ZS :(, ;,A Il ONWRI. : t•::3.:.•.1 .c .:('III JI e.•NO •: •. •:it •: 4•n4Gi1 ' ~ wag. . •• &BARE mEMI DOmm�D��mOmQ�mDDD®D��m�� ©mm�E OD�m��mm SPwmmoaraooa>tm�ovr�r�omma�olvmucaIDmmoovr�oa•mmovr�om000000m®® _ mmm"Onoo IDmQ7A10000 mmmmm[70m IDmmOmmmO IDmmmmOmO OmOOOODO MM[F70000E7IDmmOOOOOmmmOOOODIDm�70000©Omm............t�I IDmm00000IDmm0OOOO mmmm....MMM...Ma MMM............M MMMH"HMH Mmm00©OO mmmm.Omm IDmmnuonl�IDmmmmOlDC�OOO�InA�i>) MUMMA mnIDmfI7O[1m000mmm""""MM0OOOdG1 MMMMm , DOOAOO.... IDmmO[7[7©O IDmOOO[>l OO mmmmmOmm 6lm0ODOAa mmmmm�mA OO[I000mO IDmm00mm�IDmmODOOO mmm[7000OIDmmOOmOa®m0mmmma OOODOOm�] ID®mOOO[�aIDm000OOE�iOmmmmOOOIDmmmmOaaIDmmmFF�mAaAOAA�mOO , ,- IDmOmOOmaf�mm000Ommm0m00m[7IDmmOODAammmOm�7OAOGOOAmAO • ' IDl�mooEElaoIDmm000mo0mmmmoo06fmmoo©vommmm�7mAAODOOAmmO � IDmm©noiva IDmmn�000m mmmononn IDmmonoAea a•mmoo�oo oonoomro IDmmoomoommmuoo�ommm0000n�mmn�voommmonnno�nd0000am ��muo©oo IDmmoonoa Inmm000mm IDmmomoaao mmmom000 oono�moo IDmmn000n mmr�anor�oo mmmonooem IDmmon000 mm�•mmmoo 000000mo ®r'1IDmmmOi�An IDmm:000E70O mm[UmmOOn ID®mmanAA[LfIDaL•�7E8OOa OdOmmflmA mmOmOOAC�IDmWO0�Da6lmm00000AmmOOAAa mmlLlmm0A0ODOAOOmO ' ®mmomoAaIDmm00000®mmnvvooIDmmmooAAmmmm�g000non�v®o Ir.JIDmiL7o�s�(loo6lmmoo[l0ommm0000AmmmOAnoofLfm�lm0 nOOOOOmmmm � IDmmom000IDmm�onmoaIDmmomnAAIDmoaaAAommvmmon0000m�moo IDmmnoava�mfilOm®AaQJmmmm0A�7IDmm00aAaLLlmmmmOAa OOOOO®DD ,. ' IDEMEMM" O m0000aammmmm©AOIDm<TfOAAAa0mmi70AAal7O(]MMM"O . IDmmODAAaIDmmOOOAa0mmmmOAnIDmmAAAVAIDm t�3m00ammOm[lMmm 1IDma�mm000IDma•om000IDmm00000®mnoAAonm�oaooaoaomov000 IDmQ]mOaAa IDmi110�ana IDmmmmAAa IDmmOAAAa m�?!IDOL7AAa OOOOO�OA I " IDm�n0000mmmomAAOIDmmmmooAID�moon•aom®�nooAaoo�o®boa .IDm[nOOao¢aIDm�nODaaOQfmmmmaOOIDmm0aaa0mmm�AAaa"KI OED d0 j,IDm�00oAOIDmmloD000mmmom000iID•DOAAnoniID•D�oovoo[7o®®FZ7000 IDm�mmnao IDm.:,tomAoo a•mmnoAAA IDmoaoAAo mma•mmaoa 00000m�o IDmm000aoIDmmv©ooaIDmmmonooIDsmoa0000ID�omvoAanr�omomon � /IDmOml©aoaIDmmnn000mmm000iooIDm0000aoIDmmovvoono®ov000 ®IDmvAA000IDmmooaao®mmoAooa�oonooao�iooAAoonn�ano®oon IDmOAAAAn IDmmAanAO mmmp0aan IDm©AanAa mmm0A0A0 00000Amo ' IDmnAAAnoIDmmoionoommmAAaoea�monnoon�movn00000000000 IDm�Av000 IDmm00000l®mmAOAno�m00000a IDmoaooAo onom0000 -�IDmmoAaac�IDmmoanaoaimmAAoao mvAooAA0000000A0000m0000 l���®000000mmmooaoo®mmv0000Mm�oaoop�mA000�onnnon000 0 , � • . �IDmoonoonIDmoa�a000amasa000vvoA0000av�AVAoaoa�om0000 � ' � mmoA000ammaoaAAOOmaA000AsnmAAonnaa•moAn000nnnan©oo • ' IDm0000Aowmaaaoaomm000000�r aaoaoe•�naoAA000000mmmm • IDmvoaaoaIDmoon000mmaaooAoanm0000ao�000n000nnoe9a000 IDmnaoaooIDmAonooammAAAaoov©AAooa000AAA00000000000 • • • AmOaaaAa ID®aaaaaa OmaAAaaa IDOAaaAO�6!®aAADAa Ot:7OOfl�]DOn ' IDvooaooaIDma00000mmaovonomnonoaa m�vooaaoo�000000 ID®000aaoIDmaAAvOommaov000�00000sao�oAoaAoon00000eacl m000aovoIDAaa0000m0000aoo�noAaooA�0000000m�®0000a ID�aAoaaao IDon000lao monoaooa ID000000�r moAoaooA 00000moo IDAooavooIDooAoaaamonoa000vaA0000000aAraoAAoom�©000 IDOA00000 ID V A000ao moaoA000 mav0000A m000aaao omn00000 ID0000aoo IDVAoa000 u�oaoAvoo vA000000 v000aaoa omm00000 mooA000�am000aAoom000vaoomooa000aa•oaoovoonnnM""mm ' ID va0000IDnooaaooa�vavAaoov00000a00000aoaooe3nmooeao ID�ooa000mvoAooaom00000ao�0000000mO0of000OCldmOm000 �• �I �a r. 1 0-�® SPECIFICATIONS ON ANCHOR REQUIREMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOIIMINGS 1;G,&H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FOIBBT®CONCREWsVONCIMN BLOCK POURED 001R7E7E (A) TO DUSTING POURED CONCRETE(Min.f'c- 3 kGn EQ WALL Sill MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4'6 TAPCON OR TAPCON WITH ADVANCED T14READFOW TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Mln.t'c m 3 kel) ANCHORS SPACING 1 cnclJ_n_ - 1/4'0 x 3/4'ALL POINT$SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.DOLT&SPEO34LTY COMPANY. Yln.fo=3 ken (rywup.DART MwME PKMK W kS.D Dan REDONE ERMINE RRING DENN PRma RAIW - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.IND.(Min.fc-2 kei) 40 60 75 BD 120 160 205 30 /0 60 79 80 120 160 205 30 40 60 5 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BUT A SPECIALTY 30 4 2 O B 0 s 8 9A 30 2 1 H 8 14 7 1 9 B 6 8 THTAPCON WITH REAOFORM TE ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHORRED VENDOR REGISTERED MRM THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 10 0 B 8 H 6 14 12 10 9 8 s 6 6 14 12 10 B 8 H 8 B (MHIfc=3 kei) DR LM 14 12 L 0 8 s 8 6 14 12 10 9 8 8 B 6 14 12 10 9 8 8 8 5 �•POINTS SOLID-SET 14 12 10 B 0 6 8 7 14 12 10 B B 8 B B 14 12 10 B B B 6 6 BLUE TAP-W/CAP MINIUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFMFDRY TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 e 7 se 35 14 12 10. 9 8 s s 8 14 12 10 9 e 8 8 6 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-0" 14 12 10 B 8 6 B 0 14112 70 0 6 H 6 6 // 12 10 B B e 0 5.6 14 12 10 9 8 5 6 4 14112 10 9 6 6 6 4A 14 12 10 e a 8 4 38 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE.NO•EMBEOMENT 14 12 10 B 8 6 6 4.6 14 12 10 B 8 6 8 6b 14 12 10 9 B B 6 4S INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 10 8 7A 6.6 3A - t{ 12 10 9 8 B 6 6 14 12 10 s 7 6.5 4 {SEE Ldj[ATIONS USE TUR 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 D s 8 8 0 14 12 10 0 8 B 6 SS 14 12 f0 0 8 B 6 4A &ROE ON SIIkT.T 19 5'-0' 14 72 10 8 B 7 4 - 14 12 10 B e 6A. B 3b 14 12 10 8 6.8 6 3A 3 AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FQUND�ON THE DGSTING WNL.OR FLOOR 14 12 10 8 s 7S 4A - 14 12 10 9 B e 6 4A / 12 10 8 8 B 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENiND SAID WALL FINISHES,ANCHORAGE SHM1LL BE AS INDICATED ON I4 12 0.517.5 6S {.6 - - 14 12 10 9 B 7A 6S 4 14 12 10 9 0 6 4A 3.6 NOTES Al)a A.2)ABOVE.FOR INSTALLATIONS ON'VO4YL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 B 8 8 0 - 14 12 10 9 8 0 6 5 14 12 10 9 s 0.6 -5 35 INSTALLARON INTO EFS WffFl TUFTAL SN0.5 SEE SHEET 20. 14 12 10 B 7b 0.5 J - 14 12 10 0.6 7 58 4 3 14 12 8 0.5 5A 4 3 - 14 12 10 8 6 8 - - 14 12 f0 9 6 BS 8 .75 14 12 10 8.s s 6 4 - (B) TO EXISTING CONCRETE BLOCK:(ATM C-90) 14 12 B 6.5 5.6 - - 14 12 10 D 8 8S 4.9 3b 14 12 10 e 7 8 3.6 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 f0 0 B B - - 14 12 10 D 8 7 6 4 14 12 10 0 7b 8A 4 3 -1/410 x•3/4'ALL POINTS SOCIO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOI.7 a SPECIALTY COMPANY. 7'-0' -1/4'0 DLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FIDRIOA,FASIEJERS DIRECT,AFX:. 14 12 10 0 6S 4 - - 14 12 B 7 0 4S 3.5 - 14 0.5 7 5A 4.5 3.5 - 14 12 10 0.5 7 { - - 14 12 10 8 7A Db 4 - 74 12 B 7 7A 4:e - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND Of 14 BY ALL POINTS SCREW,BOLT a SPE 14 11 7 63 4A - - 14 /2 f0 9 7A 6A 4 - 14 12 9 7 8 4A 3 _ COMPANY OR ANY OTHER APPROVED UdMSED OR AU HDR2EO VENDOR REGISTERED NIDI TIRE AMERICAN SFIUnIIt SYSTEMS ASSOCIATION,INC. 8'-0' 14 12 10 B 6 &5 - - 14 12 10 B B 8 4 - 14 12 10 B 6.5 6 3S 14 12 eA 7 A6 3 - - 14 12 B 0.5 6.5 4 3 - 2.5 BS 6 5 4 3 - NOTES.MINIMUM EMBEDMENT MIO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 es 7.5 0 14 12 9.8 B 6.5 5 - - 14 12 6 6 sA 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 9A 6.0 6 3A - - - 14 12 10 0 6b 0 - - 14 12 8 6.6 S 4 - 9'-0' 14 12 10 9 6 - - - 14,12 10 9 7b 4S - - 14 12 8.5 7 Bb 4 - - 02)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SOW.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.6 7A s 1 - 14 11 7 5A' 5 3S - - 11 B 8.514.5 SS - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 a 6s 45 - - 14 12 BA 7 54 4 - 14 10.6 7 5A a 4S - DOST,AND 1'MINIMUM FOR WALLS WRH NO STUCCO. 1.0 01 8S 4 - - - - 14 12 9 7 6, 4.5 - - 11 11 6.8 48 35 10'-0' 14 12 10 9 7A - - - 14 12 10 e'BA 3 - - 14 12 e 0 5 4 - - T$.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAIL OR FLOOR, 14 2- 7 5 3b - - - 73 9A eS 9 4 3 - - f0 7A 4 3 - - - ANCHORS SHAM BE LONG ENOIIGFI TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SOW.BE AS INDICATED ON 14 17 7S.8.6 - - - - 14 11.5 B. 8 8 4 - - 2A BS 6 3 4 4 - - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR 1VTIFOUT METAL ENDS CONSULT THIS ENGINEER. OS 8 6 - 14 72 8 e.S Sb 4 - 13 10 8.8 6 4 3 _ FOR INSTALLATION INTO EFS WITH METAL SUDS SEE SHEET 20. 14 I2 10 - - - - 14 12 9 7 6 4.5 - 14 10.6 7 SS 4.5 3.3 - - (C) ANCHORS SHALL BE INSTATED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCFfOR'S MANUFACTURER. 25 9A 6 - 12 9 B 4.5 4 3 9 7 4A 3.5 3 14 10 7 - - - - - 14 OA 7 5,514.51- - - 1A 85 5A 4.6 78 - 9S 7 4,5 14 to 7.5 0 S 12 9 4.5 4 SEE SCHEDIAF BELOW FOR ERNE DISTANCE(ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 1 - - - - - 14 12 8 BA &5 - - 13 f0 Bb 5 4 - - - EDGE DISTANCE VERSUS� ^^^"'^e^urmnr FOR ANCHORS. 12'-0to Bb 4A - - - - - 71 8 6A 4 3A - - - B 6 3 - - - - MAXIMUM ANCHOR SPACINGS ARE YALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS DAN THE INDICATED.REDUCE ANCHOR SPACING 3.6 9.5 8 - - - - - 13 Bb 8.5 5 4 - - - OA 8 6 4 - - - BY MULTI SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS- .1-3 6S - - 14 TOS 7 5b 4.5 - - 11 8.5 6b 4.5 3b - REDUCED SPACING OEMANED USING FACTOR DULL NOT BE LESS THAN"I.NM SPACING INDICATED FOR EACH AN TYPE. 13'-0"14 12 - - - - - - 14 115 7.5 6 5 - - - 12 B 6 4A 4 - FACTOR OA 0 - - - - - - 10 7S 3 4 3 - - - 7.6 5.5 4 3 - ACTWTL TAPPER,t TAPCON V=ADVANCED ALL POINT SOLID SET BLUE TAP W CAP 2A 0.5 - - - - - - 12 B 8 4S { _ _ _ BS 7 8 4 _ _ _ _ EDGE TAPCON THREADFORM•TECHNOLOGY / MIN.SPACING 0 6 - - - - - - 13 9A 6S 5 - - - - 0.5 7A 5 4 - - - - DICTANLE 14 12 - - - - - - 14 t0A 7 6,5 - - - - 1/ 0.5 BA 4.6 - E.D. MIN.SPACING-3" MIN.SPACING 3' N.SPAYING m 3 1/2' MM.SPACING 3' 3 3/4- 4" - - - POURED CONCRETE a P0�OONp�TE CONaE1E 90a1 POURED CONCRETE a PoU+ID CONCRETE a POM CONCRETE 03CM E BOOL 10 7A - - - - - - B 7 4.6 3.5 - - - - 7 6 3b 3 - - - �p 1.6 B - - 11 a 5.5 4A - - 9 11.514A - gErE S 9TH FD.•31/2'YN.FA•21/ 3B'OCIf 4b1 E. If1 E0..31/2' E0.-2 1/Y 12 9 6 - 19.51 7 14.5 - 1- - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 14 - - - - - - - J.6 10 B.s - - - - - os e 5 - - - - - 81�LDE MKING - - 0.51 1.0 15'-0' 9 - - - - - - - 9A 6A 4 - - - - 0.6 e 3 - - - - - 2 1/2' - 0.81 IA - 1D - - o.e e s - - as e 4 - _ _ _ _ IN UNISON ♦ 2- _ 0.71 - - - GA7 7 - - - - - - - to 6.3 6.6 - - - - - s ,A 4 091 - - - 0.43 - 18'-0" j4 - - _ _ _ _ _ 25 BS 6 _ _ _ - 10 7S - - 0 - - - - - 0 0 4 - - - - - 8 4S 3 0.35 9S - - 9S 7 5 - - e 6 4 - FLORIDA BUILDING CODE on HighVelocity_Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. ��..•�`�p TIQI.%, BERTHA H TM ✓q�- L E C O �IN�. A.S■S■A■ Accordion Shutter System FIV.BADE#1 W/OR W/O RV.WNDON MADE Sbuffer Systems IEV.N. DESCR"ON DATE DRAWN B/: M.L. STATE OF :� TIWT TESTING & ENGINEERING COMPANY AssocTOtiOn, Inc. t OLD 11-192 4/13/15 DATE 4/13 15 6765 N.W.30U.SL.Ste.309.YIIRAIM GARDENS,FLDRIM 331M 4268 Westfoad9 Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING NO �'. 0 .., 0 ��\� a-moll:9taraoRnleom West Palm Beach, FL 33407 3 '' SIONA����`O WALTER A UST7J,P.E 4 15-085 P.E��AS''�1+kMi9?ATURE/DATE f7DTU0 Ue./44167 8 SHEEP s EE OF 20